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Permits 1476 Linkside Dr (vault folder) JOBADDRESS_ 4"1 ri Ks i`6.k, Dr TYPE WORg PRoPERTY oWNER Pt'J)a rd 12k- ( ME PHONE CONTRACTOR PX'O'A a -rn 6C,10 TFl F' HONE PERWTAWAMER �'� OlLd q DATE INSPECTIONS: FOOTING SLAB Fy,-ikr I(.YI� TIE BEAM 1YAII.IIYC,r/SBF.ATB7IVG F[iAMING/1COVER UP INSULATION FINAL BUILDING 5 ' -1 U3 CER7MC-4TL OF OC CY ELE'C7VCAL PERMITS INSPECTIONS ROUGH FINAL MECHANICAL PEBAiM INSPECTIONS ROUGE FINAL PLUMBING PERhlM INSPECTIONS ROMM"ER SLAB TOPODT WATERISEWER FINAL NOTES.• F' k ADDRESS / BUILDING PERMIT NUMBER U l INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB FRAMING COVER-UP -7 INSULATION S FINAL BUILDING CERTIFICATE OF OCCUPANCY--Z- ELECTRICAL CCUPANCY `7`ELECTRICAL PERMIT # e3? U INSPECTIONS ROUGH C - ;t FINAL 7_/ -- !� `f MECHANICAL PERMIT # J37 7 0�/ PLUMBING PERMIT # � � :1- 5��-`'ti'"'' "2 NOTES: �.. �. '7` # !logo Y- -1-2- 9k -1-2- a$ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028321 Date 5/19/04 Property Address . . . . . . 1476 LINKSIDE DR Application description . . . WELL PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ---- -------------------- ------ ------------ ----- KOERBER, ELOISE HULIHAN TERRITORY P.O. BOX 331268 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 285-8505 ------------- -- -------------------------------- ----------------------------- Permit . . . . . . WELL PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- --- ------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 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. r BUIL CIAL �r S��1•. J� t f CITY OF ATLANTIC BEACH � S) WELL PERMIT APPLICATION Date: S- (g - b Job Address: L �L l l G Owner of Property: Owner's Telephone: (A 5 '3 a!,Q 7 Contractor: Contractor's Address: G&& . Telephone: �LW 5 —? 50� Fax: Is well to be used for drinking purposes? �{ Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report from the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department. Department Notes: I agreeto co wit4xegulatiostated herein: _ 9 _Q Signature Date 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• httn://www.cLatlantic-beach.fLus Revised 1/17/03 ^If3 f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030902 Date 8/08/05 Property Address . . . . . . Tenant nbr, name . . . INSTALL C/U AND AHU Application description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ KOERBER, ELOISE OCEAN STATE HEAT & AIR 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 . . . . 8/04/05 Valuation . . . . 0 Expiration Date 2/01/06 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BtUDING CODES. BUR OFFICIAL Rug 03 05 12: 38p Ocean State A/C 904-249-8949 P• 1 CITY OP .ATLANTIC BEACH ..._..,�..,; MECHANICAL PERMIT APPLICATION Date: �' J Property Address: Owner; Telephone#: c,�2V,2-51773 Contractor:,C)CEI(In 1P '► �'_ �� Telephone#: Contractor Address: l �� [, piv[� t t _ F1X#:F'qQ q _ In consideration of permit given for doing the wur♦c as described in the ahnve vnh-.menr.we hereby agree to ri:{rm said.vark in nccorduncc with tie aaaelted plans and specifications which axe a part hereof and in acen danoc with the City,of Atlantic Brach ordinileus and standards of ood Dractitz listed dicrcin. Type or Heating Fuel: If other cwnstruction is being done on this building orsite,list the building permit aurscber. Br Electric �„• C-2 Cr.4: `LP —Natural ✓Central Titility ❑ Oil _- U Other-S ecif� MECHANICAL EQUIPMENT TO BE rNST.ALLEU NATURE OF WORK R' 11cat _Space _.Recessed -fentral _Floor 3-'R.csideitial Q`Air Conditioning _Rooin entrsl 0 'Ouct System: Material Thickness— a cfoautlenaai hSaxiiuuut cupat;ity ciltt D New Building Refrigeration ❑ Cooling Tower:Capacity s;pm C7 Fire Sprinklers:Number of I•Ieads Existing Building Q Elevator: _ _ Manlift__Escalator (Number) a--- Rcpla�ement o1'Existing System 0 Gasoline Yunaps (!Number) C3 Tanks (Nuahbci) O New Installation Cl LPG Containers_ (Number) (No sptem previously installed) ❑ Unfired Pressure Vessel 0 Extension or Add-on to Existing System 0 Boilers 0 Gas Piping Q Other-Spccify 0 Other-Specify LIST ALL EQUIPMENT AM CONDITIONING,Cil'NKIi:EItAT10N tQUII'ME41'&CONDINS0.915 A.ttp(ovint; Numbor Units Description Model p Manufacturer Tun's Agency HEALING-FURNACES,80tLERS,l U&EPLAM&Alli t..tAN1)LER'1 Approving Number Units Description Model u Manufacwrer 11T V s Agency TANKS Nocnunal Capacity Type Liquid Serial Approving tluw Manv Ye Dimensions t:ontainad Manufacturer No. AyerntY SOU Seminole Road• Atlantic Ovach, Florida 32333344.5 Phone:(904)247-581111. Fax: (904)247-5845• http://www.ci.atlantic-be;icb.fi.us ,��//__ //CITY OF �i�h4c �v Office of Building Official REQUEST FOR INSPECTI /� j Data— 1 �_. Permit No. V 2— Time A.M, Received PM. Job Address �L(o' Name Contractorcallity s Owner' - �"✓ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing 11 Rough Wiring I✓ Rough Air Cond.& Ci Re Roofing ❑ Slab C Temp Pale Q Top Out ❑ Heating Insulation ❑ Lintel 0 Final 0 Sewer 0 Fire Piece G D:nf Pre Fab READY FOR INSPECTION A.M. Mon, Tues, Wed. Thurs. Friday �({f A.M, Inspection Made t t� ' P.M. Inspector _.._.. y Final inspection CJ Certificate of Occupancy [late CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 'PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24069 Address: 1476 LINKSIDE DRIVE Permit Type: REMODELING ATLANTIC BEACH, FLORIDA 32233. Class of Work: REPAIR Township' Range: . Book: 47 . Proposed Use:. SINGLE FAMILY Lot(s):160 . Block: 2 Section: Square Feet: Subdivision: SELVA LaNKSIDE Est. Value: Parcel Number: Improv. Cost: 3,500.00 OWNER INFORMATION . Date Issued: 5/10/2002 Name: RICHARD BELL BUILDING CONTRACTO Total Fees: 45.00 Address: 1952 BEACHSIDE CT Amount Paid: 45.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 5/10/2002 Phone: ...(904)249-013.1 'Work Desc: INSTALL NEW PATIO DOOR, REPAIR SIDING AND SHEET ROCK CONTRACTOR(S) . APPLICATION FEES RICHARD BELL PERMIT 45.00 .. `"` 000 wli • rte" ix' . °�` �'c-�a+•�,..� '�•'$ T -�'� .�: �rr�. ,�-..s„t�y�y� ," '''� t�R - �� •y� 3 .fir F S. `t` Fit+w+, •*�"� j+�k i?�, y..s*'�° '.� 'y3s," iN t ' � d�k �rt. ,�. s'•',��.•-'.'^.�sa,ww'�'.<c'i.ti'•. ; :. '{44%x..:5..rt..� '� � '�- + _:' .•••r M3 Yr r fi2. 3. fir .�vy," µ -;�,i*�".�,c✓�-ah.`::'� �,y;�fe.�r�a��'r.+'Ms'�Tr'. r?�ry"�'.�y>�•�Ct i4 �L.:;;+ -S. jam-" -i �`�`xq� 'S s' �.,,,. r 5`'tT•,•�f� n�]�Ly'?�+ Y;��.-�'�: ��'v -yam' � "� ,��'*"` -•.,�" -'7 r,.,,y�:i x,r 7c- trk rs •Y�r•+„ � 4�b3k .`+• ��`� NOTIC�, _ #BION . . X$ .s ? �'t v Y # M+n�xa a-.#' '. 'a ao-1.:'.N..r"'s F'i ty Tsar -'�fi'-`-N �cJ,��.-w-4+3ieri"+t`E"a" h�R•' +,SG SPACE, AND BUILDING MATE F � _� - y MUST BE CLEAR . CTi _ r r - t�,}a��il �, ", ,,,`+•*a�+.� x��Yr �, qhs �,7;i �-•y,^$'� "FAILURE TO HE- y PROPERTY.OWNJi fR - ISSUED ACCORDING TO' ;,, #1S # JECT TO_REVQCATION ..FOR VIOLATION OF APPLI ., LAII �'�,, I wo *T::DSNITN .• : Type: CIC Drawer:. 1 Date: :5/13/02 81 Reoeipt'ao: 57446 14 PFRIIiTS-BUILDING .1 595. 0 . . e$ieae�22iaee • AT IC BEACH B LDING`DEPT. 1976 LINYSIDE DR CK CHECKS 6359 545.00 City of Atlantic Beach• 800 Seminole Road• Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• FAX (904)247-5805• http://www/ei.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION,REMODEL, ADDITIONS AND ALTERATIONS,MOVING OR DEMOLITION) DATE JOB ADDRESS 1416 L/ni4_,/0E ht4 , APPLICANT ADDRESS ��h L �'71zbt 5 L L C PHONE: O `J 7f14 (o 9-a s LEGAL DESCRIPTION: BLOCK NUMBER1141/ T 2 LOT NUMBER 60 ZONING DISTRICT CONTRACTOR )Rt CHY444� 8 U i i-,D r 1 rf6 G P7k 1�6TATE LICENSE NUMBER C860 ADDRESS Llb Z- G.3 1 G j S10 c!'� PHONE 24-%10131 7444 $rwS(gf ) CITY( 6yki - STATE fj, ZIP 223-3 FAX CAH, 'Zo 5&-7 Up DESCRIBE PROPOSED USE AND WORK TO BE DONE rA1 C. H&�' ML9 D00 2-U u 17 G-�� i I) PLA.,-6 of- -3-p Q r6 4 r 345V curlVt bW , Iry�7�. Nffhf .Zx/'Vi hif giZA?EE 1N -5CDF5 , &-41 9 SrDlr✓G' /1-dQA11) 000/L PRESENT USE OF LAND OR BUILDING(S) S/Nbrf VALUATION OF PROPOSED CONSTRUCTION C)O Is this an addition? 111 If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures?_ New fireplace? JU/111+ New heating/air conditioning? 61-129- Is Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 02/28/02 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works, a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Sw' ming pools may be excluded from total Impervious Surface.) 7. Other information as may ppropriate for individual applications. I HEREBY CERTIFY THAT ALL IN D TH THIS APPLICATION IS C CT. SIGNATURE OF OWNER DATE I HEREBY CERTIFY VE READ AND EXAMINED THIS APPLICATION AND KNOW T14 4AE TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR \ DATE � 7 2 ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME R l C_� -1-" 6 c'K ,,pp 4 MAILING ADDRESS (., a ( 4"L Oe C� `� l CC 21 -rL �C PHONE 7-41 o 13 1 ?04 6srQ5 FAX E-MAIL 6 e(1 rtek @ beff 5ou&7 i ne-°f SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE r' ood , - December 1Z 2005 BONDED THRU TROY FAIN INSURANCE,RIC AS TO OWNER: Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: [Personally known ❑ Produced identification Type of identification produc 02/28/02 r Aught 27,104 'r nS�•'` B0M1DTHRU7R0YFANIINYIIRAKkW% NEW IMPERVIOUS SURFACE REGULATIONS On January 01, 2002, the City of Atlantic Beach enacted new regulations limiting the amount of Impervious Surface that can be developed on property. Within all residential Zoning Districts, the maximum amount of Impervious Surface area allowed is fifty percent (50%). Within all commercial and industrial Zoning Districts, the maximum amount of Impervious Surface area allowed is seventy percent (70%). The Zoning regulations define Impervious Surface as follows: Impervious Surface shall mean those surfaces that prevent the entry of water into the soil. Common Impervious Surfaces include, but are not limited to, rooftops, sidewalks, patio areas, driveways, parking Lots, and other surfaces made of concrete, asphalt, brick, plastic, or any surfacing material with a base or lining of an impervious material. Wood decking elevated two or more inches above grade shall not be considered impervious provided that the ground surface beneath the decking is not impervious. Pervious areas beneath roof or balcony overhangs that are subject to inundation by stormwater and which allow the percolation of that stormwater shall not be considered impervious areas. Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rain water, however, decking around a pool may be considered impervious depending upon materials used. Information verifying Impervious Surface must be provided prior to issuance of Building Permits whenever new construction, including building renovations or additions, new driveways, decks or porches involves any increase in Impervious Surface area. CITY .OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date Heated Sauare Footage per sq _ft = $ Garage/Shed @ per sq ft = $ a Carport/Porch :.per sq ft = $ Deck @ .$-p e r sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ ©� 3SWed t . cD $ Total Valuation 1st $ Remaining Value $�;'.°a per thousand or portion thereof TOTAL BUILDING FEE $ 3d-ems . + 1/2 Filing Fee $ tS. ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ 1I WATER, IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE 1 .$ ' ADDITIONAL PERMITS OR FEES : M.echanical .; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : FLORIDA BUILDING CODE, 2001 DESIGN PRESSURES FOR OPENINGS SY I a'I ily�r I I f�ilD, ^r ii;',i1r,, itl 41. Wind Velocity(mph) 120 Prepared By L.Higgins Importance Factor too Client Name Richard Bell Exposure Category C STRUCTURES Job Description Patio Door Internal Pressure Coefficient +/-0.18 Mean Roof Height(ft) 16 INTERNATIONAL,LLC�■ Building Width(ft) 37 Building Length(ft) 63 Roof Slope (x:12) 4 - Job Number 327.", OPENING OPENING LOCATION OPENING OPENING EFFECTIVE MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEV. ftHEIGHT ftWIDTH ft AREA PRESSURE PRESSURE PD SQ].Door w1sidelite 1 4 3.51 6.67 6 40.0 28.9 -31.6 77 Width of Edge Strip(a)in feet= 3.7 S Al 5 p, � I O 4 I 'Y FBC MASTER-Window Design Pressures Copyright 2002,Structures International,LLC 5/10/2002 MAP SHOWING BOUNDARY SURVEY OF LOT 160, SELVA LINKSIDE UNIT 2. AS RECORDED IN PLAT BOOK 47, PAGES 85, 85A AND 858, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: ELOISE H. KOERBER COMMERCIAL FEDERAL MORTGAGE CORPORATION STEWART TITLE GUARANTY COMPANY RICHARD T. MOREHEAD, P.A. " "'" ' "' Cil", } +rt_ANTIC BEACH Ll7i ttJG OFFICE 2002 r.. (( PART OF GOVERNMENT LOT t.SECIION 17 py: Ll C-1 S 06'45'00" E 50.00' (PLAT) S 06*5227" E FOUND 1/2-, ' _ '� 19.�.oz 50A6' (MEASURED) a 17+ F01k� PON PIPE sT 7e 0+• n 0.6' 0.5 fiV i.M 1A11JM p�� LOT 1 0 f}craLi on -'Y1is i susYey 3 �•,r- � tat' It r a 12.2' 24.4' _-... p ;; oo vi o CO!PII DONER W O (n co 7 � M LOT 161 n o M< ONE STORY 9 OLOT 159 "in C W MASONRY & FRAME S 06'45'00" E ONE STORY o M My POSTED # 1476 11.00' (PLAT) MASONRY & FRAME o co CO" S 07"07'29" E to z Z rn 11.02' (MEASURED) N ca cUMDPC a3' FOUND 1/2'IRON PIPE '^ STAMPEDr 48 704' m Pk STAMPED 'LB 1704• tag' NM PIPE FOUIRON PIPEND 1704' • STAMPEDFOUND2•'L971 04' N 06'50'10" W 11.03' (MEASURED) N 06'45'00" W Lu wwK N •• ;• 3 j 3. 11.00' (PLAT) R a=—N •4 * yf Q � <0 -j • m in Q`�. oM� 5.74a. 1o.r F+ s.e "• .' ._' M- Mo t\ 11.2' ° EQ e�°D r z M 1n M 14CW5ONV LE ELECINC • •4 M AUTHORITY EASEMENT ':.. • :. FOUND 1/2'NM PIPEN 06'51'01" VV FOUND 1/2•IRON PIPE STAMPED 'cROASDEII LB 6219- 49.99' (MEASURED) 11 T�� 8219• POINPME (CHORD) N 06'45'00" W LINKSIDE DRIVE 50.00' (PLAT) (CHORD) (50.0' RIGHT OF WAY) NOTES ACCEPTED BY: LEGEND: R : RADIUS —x— FENCE wtNu UFU1-I LOADS AT TOP OF SIDEWALL (pounds per Truss/Rafter) Roof& 90 mph 100 mph 110 mph Ceiling Building Width Dead Load1 24' 1 36' 44' 52' 60' 24' 1 36' 1 44' 1 52' 1 60' 24' 36' 44' Uplift Loads for 12'truss/rafter spacing 10 psf 290 415 495 575 655 380 540 645 755 860 480 685 820 15 psf 245 345 415 480 550 335 475 570 660 755 435 615 735 i 20 psf 195 280 335 390 445 285 410 490 570 650 385 550 660 25 psi 150 215 255 295 335 240 340 405 475 540 340 485 580 I E25psUp1'rtt Loads for 16'trusa/rafter spacing f 385 550 660 765 870 505 720 860 1005 1145 640 910 1090 1 325 460 550 640 732 445 630 760 880 1005 580 815 975 1 260 370 445 520 590 380 545 650 760 865 510 730 880 1 200 285 340 390 445 320 450 540 630 720 450 645 770 E Uplift Loads for 24'trussirafter spacing 580 830 990 1150 1310 760 1060 1290 1510 1720 -SW 1370 1640 1 490 690 830 960 1100 670 950 1140 1320 1510 870 1230 1470 1 390 560 670 780 890 570 820 980 1140 1300 770 1100 1320 1 300 430 510 590 675 480 680 810 950 1080 680 970 1160 1 1. Roof and ceiling dead loads 10 psf. Truss Assembly or Rafter Assembly • roof sheathing • roof sheathing •trusses • rafters • gypsum ceiling • gypsum ceiling 15 psf. RafteriCeding Assembly • root sheathing • rafters and ceiling joists connected per SBC Table 1705.1 • gypsum ceiling If roof tile is installed in strict accordance with the SBCCI Standard for Determining the Wind Resistance c Concrete and Clay Roof Tile, an additional 5 psf(light weight roof tiles), 10 psf (medium weight roof tiles), c 15 psi (heavy weight roof tiles) may be added to determine the total roof and ceiling dead load. 2. The required uplift capacity shall be permitted to be reduced by 30% (multiply by.70)for connections at lea: Wf5 from corners. Reductions 2 and 3 may be additive. 3 The values in the table above assume a maximum eave height of 30 ft. When the eave height is 12 ft or les; the values may be reduced by 20% (multiply by .80). Reductions 2 and 3 may be additive. z4,4t 13,I 3 7.5 164-0 El4 33,'15 p/I.F o�a1?2 {o 4.4._ 310 e,01 S 13101- '50• h = �4-ZOi(r �4Za,b x • °b ZSs4.tL 1-zo,(04w710, 710,3 i-b+MLt Of'(��- "n TABLE 307B HIP ROOF STEP DOWN SYSTEM UPLIFT LOADS AT BEARING (bs) Hip Truss Member From Table 307A For 7-(t For 11-ft Find the Uplift Load Endjack System Endjack System For: Multiply Uplift Load By: Endjacks& .24' Binding Width A75 0.85 Comerjacks Hipjack 24' Building Width with 1 1.1 Trusses @ 24'o.c. #1 Hip Truss Actual Building Width 2 2.5 with Trusses @ 240 o.c. ,� V Pr:t�- rt )vI cu�rS �u�2 . : ted 5 s 2Ai Nj, wIt4 q60 x ;;p-oX �►�o x 30/0 � Z�� alvw ' co^ne4'iov1 . va(�� , 10SE: MCCr METAL CONNECTORS RAFTER CLIP / STUD PLATE Technical Support(800) SE SPECS- (800)737-7327 . : �. rE ae1►; ttussesv w+s f� Mme•' Ott each a od pw for e wi Al Al t + rat W2 ` Ali '04 60Tttes- Raftair aDolicacatkm HCPRF p1 i�slr 'Sf � SPT22 W1 5 Wey CBp CLPSW 18 19!18 33/4- 6 i 1 530 540 100 Al RdW CIP HCPRF 18 19/16 51/4 51/4 6 8 395c 235 540 540 540 540100 DEI Stud Pleoe {y ///i,.' .. . !\' !":;! ... •y� ..'.� t ;1l:tN '�t: s a, e�,l€€fit ;�C � ,�.� am " pr/yHCPRS4 18 39/16 71/4 51/4 6 6 ` ` 540 540 100 A2 pa S4Mlp SP1"24 20 19/18 3112 5518 12 12 1120 520 — 1790 — 2150 50 W1 Al ism T.. �.- ��,,, s.\. ti\rF`r1. iD L AlW2 A2 y CLP5W HCPRS SPT24 TOP PLATE ANCHOR yy yy� IV I VWW H " 71M 100 � 100 � �t0�1iEM6 �l 2X8 IPPB 20 7516 8314 �• �l. Its lfi<, f;�\ €d � � � /'�,1:��. , TPP 1 � TOP PLATE y I4 APPLICATION t y t Bd 286 80U iQ@6 1300 1335 8d 320 610 980 1280 1995 1936 SILL PLATE APPLICATION 40 5 E M C OTh, METAL CONNECTORS RAFTER TIE Technical Support(800) SE SPECS- (800) 737-7327 Design Features: • Tie straps meet a variety of application and design load conditions and specifications. • Use when tying rafters to plate, anchoring studs to sill, ECIIA,FASTENE- EQUAL FASTENERS framing over girders and bearing partitions. 6.E.ACH SIDE - •� BEACH SIDE _. Materials: 14- 10 gauge galvanized steel Footnote: Reference to the alternate fastening schedule T' page 6. Other lengths and gauge sizes available. See Example for 1"wide x 12" long rafter tie. truss anchor page for lateral loads. Use specified fasteners each side In schedule Installation: Use all specified fasteners each side in listed to achieve values indicated. schedule to achieve values indicated. See General Notes: 1,2,3,6 RTP Code Compliance: NER#510, Metro-Dade County Report #95-0818.13 w- -- -- - FLAT 1" WIDE 14 GAUGE STRAP ALLOWABLE FASTENER LOADS TWISTED DIMENSIONS PRODUCT SCHEDULE WIND/ PER SUECODE GAUG£ EARTHQUAKE CTN W L NAILS UPLIFT UPLIFT r 133% 160% 8 RTPGA68 14 1 8 4-16d 605 725 100 r %' 10 RTPGA810 14 1 10 516d 755 905 100 12 RTPGA812 14 1 12 6-16d 905 1090 100 f 14 RTPGA814 14 1 14 7-16d 1060 1270 100 16 RTPGAS16 14 i 16 8-16d 1210 1450 100 18 RTPGA818 14 1 18 9.16d 1360 1635 100 ,�I•I 20 RTPGA820 14 1 20 10-16d 1510 1815 50 .! 24 RTPGA824 14 1 24 12-16d 1815 1950 50 28 RTPGA828 14 1 28 13-16d 1950 1950 50 30 RTPGA830 -14 1 30 13-16d 1950 1950 50 36 RTPGA836 14 1 36 13-16d 1950 19M 50 When ordering please specify"F"for flat or "T" for twisted. 1" WIDE 10 GAUGE STRAP Only available flat FASTENER SCHEDULE ALLOWABLE LOADS _ DMENSIONS WIND/EARTHQUAKE PER SIZE' � GAUGE NAILS UPLIFT UPLIFT CTN 133% 160% W L 10d 16d 10d 16d 12 RTP10812F 10 1 12 6 925 1 990 1110 1185 20 16 ATP10816F 10 1 16 8 1235 1315 1480 1580 20 20 RTP1082OF 10 1 20 10 1545 1645 1850 1975 10 III 24 1117P10824F 10 1 24 12 1850 1975 1 2220 2370 10 �.l \ 28 RTP10828F 10 1 28 1 14 2160 2305 2590 2770 10 32 RTP10832F X10 t 32 16 2470 2835 2960 3160 10 36 RTP10836F 10 1 36 18 2775 2965 3330 3485 10 Laroj in3 Lumber Company 904 G34 L _1r t dMit ■,r+�.a+ara�a� arwwAM _2 a s if s ■ B a 0-8;r■-.■ a w .•t t _ t t !I i t i i t Tt H s i it i �� T Qer poAeoaf■t iramiav}c�.+■■�i. L*MRQ"WORM Nat": ;. 'ra�uirimns:awn t�gr�i�Q atl�iN Air ir►.a+1:sa+A!��!n+r*tit bam S1rc�`i�-��=�• Asir _�••.••• c+•,,r•••� r—jws-v+ �aOi 1.�Ir�i=1CLVJ IYai10{it.i i9 "�' 2 :1�svi0od rRM atar�j1Yrt 4a��r Bant Ta6it 1t CJI d JiNSVJiF i M 1i05 for�tlm yis i�tu��iw a ssa.�rlrasr micrar�et "� ... ..r+.rww••w!ti..ii�,�!w �M�■�+arir1fra►�w '•Xw.r'i�r+s+:snwsriTasai�.!^�±'�Aral.�eerl�! -�,+s.......!�,.►.».�,tea�.......� ,!� I fto bow ty IOWA.frith arbw props b b bah"MM la Mlr 11lwow i " .aas+.ss�tv�s®4�at - `+___.,.......!....w.............:.......... �...:. SINGLE DOOR WITH 1 SIDELITE a rffP. T1�IP. NP. TYp ! 1 ! ! ! ! M yr UNIT till"UNR 13.15/16' 17-iff MAXIMUM ON CENTER TYP. Mininnum Fastener Count • 6 per vertical ftamurp member • 7 per hormontal framing member Hinge and sbft plates regvin We 2.1/2"long screws per location. P 10A Sce(- j j l tt�� l✓�t5`1 naA 1 1 ♦ 1 � 1 iz-©o �lo3s` 20 mai 1s ix to `ti r ea i+ ardware: eguires that GRADE 2 or better(ANSUBHMA A1562)cyfindencal and deadlock hardware be installed. adons have been carried out with the lowest(fast)fastener rating from the ditterent fasteners being considered for use. Fasteners his unit include/8 and#10 wood screws or 3/16'Tapcons. ew single shear desipn values come from Table 11.3A of ANSUAF&PA NOS far southern pine lumber with a side member thickness of hleverrent of mirk urn embedment The Mir Tapcon sko shear design values come horn the ITW and ELCO Dade Country pecM*.each with minimum 1.1/4'embedment ri others,must be anchored properly to transfer bads to the structure. Oxxo X 0X 7. 3/4• 74 ],a• MA: MAX J7 1/2' 37 1,4• MAX 4. MAX MAI .. MAX MAX" MA X . .' MAX a• MAX Ft ' ►IAX MAX 1]' aCQZ I]' aL IY :tCi]• at 1]• aC ]' aL IS' OLMAX MAX , MAX �(_" ^AX MAX MA: T MA: 1..• MA: 1 I i l l 1 i 1 1 1 i i I I at v•c:w MAX jo ao VAX eo OA;tc• 0 i t 7 1,2• MAX oc S1Ac1'c I �II lip•ClP4 cc. ►3• oq-L3- or- I]• or,.-L3• ct. I]• a1�3• ac I]• ac r ot_I, .- MAX • MAX MAX MAX MAX MAX MAX MAX MAI MAX-j �' '�'`X .• A^X �a MAX .• a' MAX MAX X x FIBERGLASS DOORS 6'8" Height "- Inswing Singles(width) Masonite rnal Miami-Dade 6CCO Miami-Dad1 • Rating7Nn 2'0" 2'6" 218" COP-WL-MA0141-02 Application Fileo 52.0 2'10" 3'0" 3'6" Not Listed Not Listed — — Multiples ith) Masonite International Miami-Dade OCCO 1 • Rating Impact Rated 2'8'+1'0" 2'8"+1'2" 2'10"+ 1'0" 2'10" +1'2" COP-WL-MA0143-02 Application Filed 52.0 NO 3'0" +1'0" 3'0"+ 1'2" 1'0" +2'8"+ 1'0" 1'0"+2'10"+ 1'0" 17+2'8"+ 17 1'0" +2'8"+ 1'0" 1'0"+3'0'+1'0" 1'2"+2'10"+ 17 COP-WL-MA0144-02 Application Filed 52.0 NO 17+3'0"+ 17" 2'6"+2'6"+2'6" 2'8"+2'8"+21' 2'10"+210"+210" 3'0'+3'0"+3'0" 2'8"+2'8" 2'8"+2'8" 2'10" +2'10" COP-WL-MA0142-02 Application Filed ,__: NO 1X*3V 2'6" +2'8"+2'6"+2'6" 2'8"+2'8"+2'8"+2'8" 2'10" +2'10"+210"+2'10" COP-WL-MA0145-02 Application Filed 52.0 NO 3'0"+3'0"+31"+3'0" using fewer panels than what is shown in the above chart also comply under the product approvals shown. available from the Masonite Intemationai website(www.masonfte.com) or from the technical center. ms are available from the Masonite International website(www masonfte.com) or from the technical center. ire requirement for a specific building design &geographic location is determined by ASCE 7(Minimum design loads for structures).National, state or local building codes specify the edition required. at structural,cyclic,air,water,forced entry/or impact testing is done in accordance with Miami-Dade 8CC0 protocol PA201, w OR SIDELITE PANEL HM POWOMOM W-40 PLASTIC 1:• CELLULAR VINYL LIP LITE SURROUND 1 GLASS R IN SINGLE PANE 1 ]1 lexi-IMPANWADSCREWS LOCAM t{ FROM CORNERS AM MCK BODING 1MAXIMUM (DOW SOS OR / SECTION RIGIDTYPICAL PLASTIC LIP LITE SURROUND DOOR 111' •I •J nr DOUBLE PAW z-ivr DOUBLE PANE IN SINGLE PAN 0 Alt PAN GLASS; -�; ►n.��.. TRIPLE PANE �iy�•. �./I:/I•'tJ►�/I , INSULATED TRIPLEPAI iy .�: 1I1.`�Il•/ ' J :1 GLASS I SLAM Om111' MirlArSINGLE I IN SINGLE PANE GLASS; im y OR 1. � i INSULATEDTRIPLEMNE _ INSUIAM oilWPM 2-ur DOUBLE PANt � INSWING UI4 `�0N- SINGLE DOOR & ONE SIDELITE HINGE ATTACHMENT TYPICAL MULLION ATTACHMENT TYPICAL HEADER& SIDE JAMB ATTACHMENT r x r Burr LANCE �� (1:GAUGE) FRAME m=xrmj DDoaF'ANEL �® F ww3)t'LONG x ur�cn°"vwsK"ORxlWflED >z sra lir STOP KI.Noorf MOM u� sa AM 000SCREWS '0 6E ADDED ; FG SECTION A-A EE MINIMUM . UATION DETAk - TYPICAL SIDE JAMB& SIDELITE PANEL eAacr mom ATTACHMENT V W n wFWAR"x000 z!Z yr srar Mom ((3))FOR r0'HEIGHT scam F""EL SM&LERA A (4)FOR HEIGHTS GREATER THAN r0' THRESHOLD dF010, IB ATTACHMENT Mr. tw�sonn000 UXAn r FROM » oPw FYuts EA01 coAm AMD X]Fr LOMB lDCOE W= r FROM FAa awim FiNGEA,JOiNTID mm USE no x r CORNER x syr 4t KU DRY WOOD FOR Mlium s" FOR FFORODat TRIM SIDE JAMB ATTAC}IAIE)/T YEn11CAl T MR 1?STOP HEIGHT MINIMUM s SECTION B-B TYPICAL THRESHOLD& ® - SIDELITE PANEL ATTACHMENT FMpEI, r HIGH PERFORMAMM TYPICAL THRESHOLD& ' EAD ADJUSTABLE CAP MULLION ATTACHMENT NS THRESHOLD "simum Ao�usrCAPnce�,,o.FrEo MwMaq `rte>a la u w000 scF�Ews IN NISH= wowsmwm ® LocArs r Fmm EAQ1 COnNf1l Mart usE na x r FLATHEAD w000 sentrrt FOR LEADER AT VAMIMER i CITY OF ��°ctut�c Seacl - ��vuda , 00 SF.NIINOLE ROAD RFACH. FLORIDA - - - iTA I:PHONE (004) 247-5800 1999 ;t�NC >" -,800 Ken Greene Contractors Inc. 3505-2 S. 1(ings Road Callahan, FL 32011 Re: Requite Inspecfions for Construction In the City of Adanftc Beach Dear Sir: Please be notified that a review of our records reveals that no inspections have been performed at the following addresses: #114032 611 Selva Lakes Circle (no inspections) #116245 o final inspection) #16718 710 Main Street (no inspections) #17609 1608 Linkside Drive (no final inspection) #17601 1473 Linkside Drive (no final inspection) Our records indicate that telephone calls have been made to your office on several occasions to no avail. Please arrange for these properties to be inspected as soon as possible. My ne)d communication with you will be in the form of a Complaint against your license to the Department of Professional Regulation. Please call me at (904) 247-5826 if you have any questions regarding this matter. Sincerely, Don C. Ford Building Official DCFlpah cc: Homeowners n;;//-- /3nnCITY OF 4&44d4c 441/9-Ytf Office of Building Official REQUEST FOR INSPECTION _ Date � � Permit No. ` Time A.M. Received P.M. Job Address Locality Owner's ( 'iJ1��2L1-1( Name Contractor BUILDING C ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing �— Rough Wiring C Rough C Air Cond. & ❑ Re Roofing _ S a Temp Pole - Top Out C Heating Insulation Lintel Final Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made P.M. Inspector Final Inspection Certificate of Occupancy iJ Date er; W City of Atlantic Beach +� CUISTOWR RECEIPT tee Over: BORDERS Type: OC Drawer: 1 Date: 8/04/85 M Receipt no: 74414 Description Quantity Amount 2W 30982 BP BUILDING PERMIT 179.08 Tender detail CK CHECK 18M $79.88 Total tendered $79.08 Total payment $79.80 Trans date: 8/04/85 Time: 16:55:87 City of Atlantic Beach *** CUSTOMER RECEIPT *** Quer: CKOOOREK Tyne: OC Drawer: 1 Date: 5/19/04 01 Receiot no: 57003 De5criotion Quantity Amount 22004 28321 BP BUILDING PERMITS 1.00 $35.00 Tender detail CK CHECKS 5165 $35.00 Total tendered $35.00 Total payment $35.00 Trans date: 5/19/04 Time: 9:43:17 PSR-3844 �� 16245 DEPARTMENT OF$UILDINi CITY OF ATLANTIC BEACH j `i PERMIT TNF`!NR"TION - �- L+�C"A'TInN ;I�IFCRT�TF1TInN F zm"t Numbejr. � 624' Address . , 1476 L�INKSIDI DRIVE _ . .. Permit Type: SCREEN ENCLOSURE ATI�TIC' Ia11<ACH> FLORIDA 32233' �__. _-_ � LtOAL ESC91PTIONCl ss az -NEW'a '.�0� I - a.PTet Proposed Use..SINOLE :FAMILY Section. �. Subd. ng: Dwell inks% Subdivislon,: SBLVA LINKSIDE Im r ay. C0'st . 3 , 240 .00 To,ta1 Pe 37 . 50 {{� Ar � nt � 3 .54 1 �' Date Pat 98 P N r De EEN ROOM PER PLANS [ wn 'z sr...�A,N e �'Af 1 ; ry .w vw,41x n'Mw.d. +w —— —wr TION APPLICATION FEES pt " '"am4e ROS rvz FLORIDA 32233 � f PCSa a `�' � Gy� Y' '�" r '7 '�',* .i N tvr .✓ ''rpr ¢"'''�r" y` 61 N ORMATION I aeTRACTOR INCr i 4k J R 0 A D _ FL, 322 i8 Ti c: CAC0,4; e 1, E xp. .; . . Type:, 1 �;, IM s t �� y �y s�a M ".;y r m � ,�„ � ?NOES: y I NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR'TO INSPECTION ,,BUILDING MATERIAL,RUBBISH AND.DEBRIS FROM THIS WORK MUST NOT BE PLACEDIN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER ` ��FAfLURE T® COMLY;WITH THE MECHANICS' LIE LA CAWRESULT IN THE PROPERTY 0W, "NER;PAYING TWICE F0"_ BUILt31NG,� fi,IM SRO EM =NTS►." ISSUl C1 ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO €IEVOCAttO+t F4( } �XIQLATdON OF APPLICABLE PROVISIONS OF LAW: M x " 7937 ATLANT EACH B ILD C DEPARTMENT ' I Sx. t fi w,, RECEIVED CITY OF ATLANTIC BEACH MAR 16 1998 PERMIT APPLICATION REMODEL, ADDITIONS, OR A6Fy bKtTW Bach MOVING,DEMOLITIONS Building and Zoning Owner(s) Address: �r `j J i y ';, `� , ) , Phone: 7 - a `i �z.y Lot # 16o Block or Unit # Z- Subdivision: Contractor: Aj��? P/,')t? 7 1 ( ' l -�' (, fi/ State License # 61 � U Address: f �� L'' �� {5 : Phone No: City , G_ ' 3 ✓ y, l State Zip Code 7 Describe work to be done: Present use of building: �� 5' ; t� N T; Valuation of Proposed Construction Proposed use: .S�C� r� X- 99al,,r Is this an addition? If yes, what are the dimensions of the added space:_/ 2�- ft. X -00JU- ft. Will the added area be heated and 2.3 cooled? NV New electrical (or increase) ? /616, New plumbing fixtures? 1w New fireplace? /f/(,,, New Heat/AC? SUBMIT THREE (COMRCIAL) TWO (RESIDENT2AL) COWLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMaNCMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: Signature CONTRACTOR: Sworn to and subscribed before me this _day of /L A8. OOTAPUBL C_SAFLORIDA AT LARGE CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address ` L- Vs(L7f_- 6C/2Fr_"ft_� Date �`'1 " Q Heated Sauare Footage @ $ �`:" ? per sq ft = $ Garage/Shed (3' @ $ per sq ft = S t: Carport/Porch 0(4 $ per, sq ft = $ t Patio - @ S per sq ft = S TOTAL VALUATION : $ 3 -2 4 0 Tct.�I,,Oy tion ist $ l t�4 C3 a� ``--� / O S l0 Remaining Value $57. per thousand or portion thereof TOTAL BUILDING FEE $ ) + 1/2 Filing Fee $ / L ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $_ `"� SEWER IMPACT FEE $ WATER METER/TAP $� CAPITAL IMPROVEMENT $ SEWER TAP S ( ) RADON (HRS ) . 0050 S SECTION H PAVING ( $ HYDRAULIC SHARES S CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE 7v ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp : SwimmingPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : P$8.39as DEPARTMENT OF BUILDING CITY'OF ATLANTIC BEACH PERMIT INFORMATION LOCATION 'I�1FCR1►4ATION r Permit Number: 161;21 A ss: 1:476 LTNKStD#. DRIVE Pira a Type: SIDINO ATLANTIC ,BEACH. FLORIDA '� 3 � Class Of Work:VIEW 2k SCRTPTIO Constr. Type:WOOD FRAME _S ack: Lit x 1 # .. Proposed Use:SINGL,E FAMIL'� 5eCtion< q ub� . . L�s�ellings . ► Subcli.viz' On:*SEIa11 A I;;INE D Est . value! Improv. Cost .000 .00 Total ` 37 . 50 t Amount 37. 50 14 en, Z,el � vn aQH �, , _ -, APDLIC IaN 'FEES - I 2tmE!� R, PERF!I T .. _ry g Ad �C t RIVE T �� 9 IT ° Aro ° ; Name: KEN CAREE =Ct�NfiRAC'�QR Adi . ,. w.15160 .ROAD .-JACKSON'U" � FLx 3` 18 4 k� , �' : i A ' ,m , r bo am I+IOtES' a l NOTICE-;INSPECTIONS MUST BE REQUESTED AT LEAST 24 H(ltJ!`iS PR1CR TO INSPECTION BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST LVOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED VP AND HAULED'AWAY BY EITHER CONTRACTOR OR OWNER `'FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE`PROPERTY OWNER PAYING TWICE FOR BUILD 41G IM' PRpVEMENTS." ISSUED ACCt?RDING'TO APPROVED FLANS Wy1CH ARE PART OF PHIS"P1 WIT AND SUBJECT TO'REVOCATtOfiI �QR . 1d1OLATION 0,F APPLICABLE,f'FIO1�ISt 7NS:4 1=k,ACIV. .x ; 371 i f icy. ATLANTIC BEACH BUILDING EPAR"MENT TO MA*OWINO SaUNDAAY SU LOT A447- BLOCK AS SH W N MAP OF X U 110 1AW5. 1oOd- ZA/1;' ? AS RECORDED IN PLAT BOOK 7 PlAOES OF tHE CURRENT PUBLIC RECORDS OF DUVAL CO.. FLA. FOR: L' NTX NG ' CA4OF4riQ.e�_ 18 SHO HEAlgN Al SAWD ON TPE AM NEW-n'00 C� ^#,er aF d0rZJrA1A4Vr edr/j JFcrrod /7) f plWAI"Ioo 2 advrN, dAAldr $v dwsr J WOO/ /'d A/ ^^^ '1" h CA ,10 4 Vol, N Dhtlddc/Nel *45 00 N , . utMSAt f tom' Iit, r.Gt, ✓�" G 4�' l D E`. '+ EtEIVED &PSP R O V E D G /it/�'.�f��' OWI We MAR 16 1998 CITY .OF ATLANTIC BMIf BUILDING OFFICZ o J EO qty of Atlantic Beach APR 011998 RECEIVED QFtP��GGO0\'building an oning _Cr_ MAR 1 6 1998 G\P 126 Specifications and Uonlponent;ichodule itUSI•STRUCTURE-EXTERIOR PERIMETER WALLS Job ConAgurallon: — eprn 15 by Width(Molarit 1 PATIO CONCRETE]AB Root Panel:0?-Rloar by 1Z'Wide,or❑y •compoalte Panel..nh Clear Span of I(r end eeanng Wet Overhang of tWal ComponeMa 3 Specino:NONZEMINO(Side)NLALL(S)Header(TopPMr):VUHakrya,040' ota:rooting under rootb"AngIZ Solt Plow IXI a.045'Open Sock/Kickrirle of Cheir RAN(Pinrim):7X2 1.040'HS FOOTING Klckylate or (J1LLVA ®Height or: 00e4ng Wel HoedEd eoe ): _.ltS(1\G�L..L_.., �.�j L fnaULaMatV �1 � pOrfuCOkama: 0SpoTlnprt. x Soliewdlo Plnn View-FootinglFoundmlion Location RIpM Sida Wed � Spaces dA � n.n,wrPaala of:z .z� Existing House("Host Structure") Perimeter Wail Patio Roof attachment to house fascia _ ,��-----(see SectlonlUetellwShoot 2)----_–`_ -- -- �_ ' ) I l 1 O l t C I 1 p 1 I dj tip 7Mj � -- �` 7"-- ---- &-oncoate Stab PerlinotAr __ Gutter Q Roof Edge �~_---------— -–_J (.'oncrete f'atlo Slab/Foundallon and'Front'Wall Right Side Patio Patio Roof OutSide to OutSlde(Including aide overhangs) ORoot verfiang ELAH VIEW - rATIO ScrEEN ENCLOSURE (Not to Scale.7 Schematic) See Special Attectxnert ItTrtlxio Root Area action/Detail(Sheet 2) ry (A Pw*pear Span a Overhang) Roof Parcels.See Co Iceri Schod�le GUtter""t a lieader r Header l Edg+Baum y I ( (See Specification n /Component Sdwd ll) House '` Roof Panel Clear Span Patio (° (Host) Stde Wal P0Roof. Roof � Overhang � Overnang jx r 4 y�L) (Q �-7 F ` Q ` ``qty t f} 2X2 lQdTbts 1 Chalr Rall ��✓t" KICKPLATE Aluminum See Typical Foundation Section/Detail(Sheet 2) Patio Projection dth Typical Section / Side 1 End View IehtM.ticot Co i&`1095-Aff 91qhte 5 turs Doollimend/or David W.Wier CoetreNon L OwTwn tke.rtnp.by PW.( Spectnity Structurdi Deoldn pr AAA"m owe IF of Patel } . q. •/.. " S1dr we.osate.r /wee.wrasttwrz is •. ` talaereo te ta2.m 4'oww+amas we 3'stracltow oD- n.2r.IDa noo ow 24'a; rrttoeed own I V2 fwd- awe tto soh' net mown-std f �y f'ir'e O.Mt'oeo, Mowmtreesd T /�silos ehos ned to Z•a Z'.2'a3' ) ro ew+w+�nw nam I""wen s t 10 n todo,to,eco, 1t a2'on,1wa.6 worn o nw.. j J n ttlaw'ammo. Poll, 1 nem eott oteonttrr TYPIC AL SCREEN OR GLASS ROOM ,ar.. w�2 w/2 � '� Sine"If mete Z�,40.04." s3ieawo tm�w f 'w"!•w otappa to u2 W1ew rip. Own Aro r .now yon Ewtrwrwtre ,wee p aoe enenbr ot•tw thel wttn 3 o 11 own oats w/n oa., f__ NOTES 4nnw /'a2'.o.n �tf.i w,. 10,U2'SMS wnn sooners f tm r01 aarnn 2 a i0a 1+/2'tmt - r ��•�� Wats atrmtw7 lteca ese w.m newton Q.'S,t \dna tteawrer,e pen&5/N of (a n Pmww OOWt, qnt OROOttd b .roma 2 a.IOP oo.3'tran 3'etnn.ww noes& 2'olow.wort 370 a+.wacR ) (�N aonam rwn t �• ) ) 1 V2'n>tww -wr rate eon-toe.wm 3 INi t aeecr trod.d(2 m aaeav 2 ew.4a1+f2'r0 I Z OtesO. at..B= a. win wwsners 0& antrrol m wwlt,qM 11/2• f 1 fieew aaw,ai. a.ID SUS twin.salon a e(cog. ,�,� Free and t+ee MTN, 1'.2's 004' 22' 2'en center swe"to sotsor aaero ens bowlers °V' ten awned 10 noir ��poentocx blow and w.rtro ant ktow Z'=.co,o— ��_�....._ wtm ettn yK'a emesis( ew:.tot.tw,sauhq awe naw wen encner coy=and 7ebwx 384 244 tmagr7 Sil6't 2(K' f ' w..10 swows 0w0 etaaaerl, l owKa act m 6 leen sewdrtar,ttaq wet _ t ! Lwnter Boer. twee oast mel 24' a 6'frau.mm L1n.atea.rtafn for tkb w ,,, . - ox.tee,ata wmti mw aro 24'IiL -* Mew Z'/Z' t.'concre �/�"�'�"�')� f>rottenet cbRc.totrowsnf.or ataeo o own of i amt. ta.tcstw wn steb onproae. nose sage of tei ('a2's 0.040 w' warms n .24' To setetl(tan amt earl crow 2 a10i Tune .r reg&'L'.o as etAN"JiDRGVG DETAIL �- �{•1 Z'a ymee n.STable 1e s w/2 rrrz+ea O.Oif• m /a [H, o 0.75'• 0.0w coverer } I stematten N..10.12'•12'o c nn. See tanart VSE nem aver ai tnoeg GF FtDR��! .L. 2'a w, �}_ )I Il�l)1)j)I) m wP. bowytrs. .(..— I .N•�a MD,bum 2'42'taaaa t4ei �prcae. 11' we",table woes, �npm.TA64 f:P' L COFTASGR7 d0:2CE tronas no on.(Es—moo or an croee.) � Of sewewtw ' 1'Z'c�"a 3105- H 14 RISER PANEL Copyright 1993 - Northeast Florida Chapter: WCFH CSLLATION AND COYER Aluminum ASSOCiatian of Flozida, int. twawr t0 Taelbarutowmomwitnen loomotoe(.Tsprtalnagewr.trn4ll All Riohts ReSezvtd. tasewr. s zt== or umlmaS xs xrAzuRz'b rmm 'TOP @ I`S 2• PIA= TO BOTTM Q? MALL =41 NoTFS-arlannwbmosmwouwmwnrm&wwvneoo om- . W.2.[/Z'or 3'rail EOim -th.ow �a011w1••b'eo,woa++v s.rlee. 2•s ot°ta'°n 1rOTE+SNr wpe.p to nea a e-"on. ,w.tmten OSW e1tm1 fo rzbwwn.da er.tw.&,ens rob wooers w wan rets. ba head screws anenorsc ro neoik wtwtm oat0sao.I will m eotaa•o"will Rae.q M wwols near 3•f4Z't..l05aAS DrSms"em1. win 20.U. w�, for SMS/wdttl t-3/4-SMS f'a 2'wstrtaron.` sao anew amts. wm nra=n,n PROTECTOR PM= TO i m S cu= BY No. as 5/2' ape" = newton Sae sneer 2 - nto tree cum �'` for bows. a"h,so. GRGSZVE RLSZSTZ48 1KJt!a✓�( 8E1t0 SCAEItS. T paf tam toot. 3AC's 15 Slte+a 0atterv,tnwll be 0 I2'we all aatwttN en We 24'On i 3-fi/2•n..10SMS fa+ba a mets m tuttm cuss tow 0.worn Petal. mn cab Wawa omit. +tw terelrtc- et.Anew avej—,G UWE IRA �� i owns of tete to eear,ar wen `W^•^"'rete can owl be etttlt:Rea wm 3 f BX 5/8' —r--S /Z cowls a vivo,"nowt n.,l0=✓2'sMS OOSHOSZVm RLSZ52Tt18 ADDR�SrS: svb ran 6.6-40440s 10 na to 6 e.c.mo rep Ksfu1.a tow swan. matRw m. m Ooh rtYpa. Sem all assns Rams watt 2a94 framer t W"n- GLASS OR S=FEEN ROOM POST-TO CANNr_r TtoN TO EXISTING •10M towtatar:nal P—t r we d mwn sae me DR wwr,1S FoR i Pmmrr oNLY BASL AM1� POST TO BEAM METALHOMEHDNE` hoot swrettre a swrotrt"[o+toermte to u MoOMMUCT'lo.—bIttf4al.+twR4/aah r owls ob.•e.c Is nit the wilture arm n.+owlat tont,is cv nen- sr.ebt.r,ar y..[."L. --t=MIT tea eta,ren w[.er.mOCta/CO►1 W lentil zolvaewerenval no vote to ter—w wtrt.wr.19 ants."mIsslm. trrentarsw Ia ror a4L1bYInrRIT ft. nnatTf•s at[+:tY,r.ub anwM,e aLnL an --- ."itsm rtu co- wat4wtclar.m set v"woo ast.c•cone nr mos. +IEEfS7tRaE71.+t8+� OFaM►re/amtacart e3) LAWRENCE E. BENNETT . CIVIL �NGtNEER 6 DEVELOPMENT CONSULTANT PO Boz 4368 South Doytona, FI.320-4368 Phone no - (904) 253-9960 SSG DRAWN L W B SHE"�T OF Xud L MAI. Ipo► I!AP• f01 SLABS lOeMR (f�rl1 ALtMINI `lFvvm_T naNDA1D� 7I.i[ ,MM IPA* 1: -P• AN 3140," RKA1FtNs2 IA" LL""Iain WIRMIS to u,Af•N la hail AM{18101111 J ].", Lz:_2 0,021 Ao O. N. �•1' O. N. _ 7 O.._N. •LJd11160 SO L A&L a+A 1 l !00 1�N 11. LO{O tl'- J• it•- J' 1J - 11' y0/w WWI"Oy.�t WJDTM •D• FMM O.rIfNC AM" IMMAN -N• 110 MMI r. Lea 10•. a• 10•- !` 1!•- e' t.tr tt{An e.w �• S/a..eN OAWIa1e 126 ISN r. LOAD +•• !• ••- •` 10'- 2` WIDT„ •V• • 2L AZ. S&:. E!: ]�0•! ��I 4y0I1 Ulaullm AC: J1L: IZ It IOD ISN •. LOAD 17'- •' 17•- t• 17'- J' 1'■ Y• O.W• ••-t1• •'- •• t••lt' e•- •• {"..• ••• /' ••-1•• 1•- f ile ITR1 r, N1AD /!•- !- lf•- �• t!•� t• tae MSM r, i1/Ao l•'- 7` ts•- +' 1f'- a' 1•. 2•. *.*"I ••• a• f•- f• f•- t• ••- e• •'- •• ••• t- &•.te• ••- f ].e-I 1L•f aid 100 ISN r.-LOAD t ••• t1• J'- 17'- ••■ 2•• e.•V•• ♦•. !• f•- {• 1•-It• f•- •• f•- 1• {•-�• �-.. ist ISM U. iAAO I!•- +• 11'• ll` IJ - !` 120 MSN r. LAAD le•- if• lf'+ •` 11•- 7- a•■ 2•• f.fns• t•'- !• ••+ •• D•.t•• f•- _• s•. ' 11' f'- {• T- 2• •••tl iHas mm.ALO{0 !MAMA r 14•- T• . t••- 11• a•■ a•■ e.f+2• I2•-10• 11•-l0• 11•- 2• 10•- •• +•.11• ••- e• ••- 1• •--/ Ile f1T,N r. Is" 121- 11 1l,+ 2- 13•- +• a•■ :•. •.Des• te•- f• 91-st• ••- a• ••- �• ••. us M2M r. 1dAD al-- I- t21- a- 12-- +- a• f•-tt• f•-a• r•. / ALMINT1MM &M P-8 LS MAL TTZLD I�Ra 00• LI t•. !•■ e.0"* at'-If• 111-11• a1•- s• so.. a• 9'-/1• ••. {• •'• s• ••-, Ar tag WOOL VAN M •NOVR BE FaAmign • 2•2 2•■ e.0a0• s2•- 0• 12•- 0' 1t•-s0• 11•- 2• so,-e• s0'• 1'' +•. 0• ••- 7 I ].e-I LM 4,ea1 ----- j toe n/'N r. LOAD 13•- .• 17•- e- - 1•'- 1' . orwayca Tla natl"J"•NM TK rNmoSION WILL SPAM Y17N Ow mactows. 1 Ncee•OKND Mot 120 I M( V. LOAD 11�-- r ii'- s 12, •- I0• �""t � Olt TNw I. O.e. t+o OMCM" AMID.COMearle KtF MIIMIN•• MM SIDE a 120 TIMI r• LOAD 11 A• LL= 1/PR/DNI► 1W0 At 2' D.C. 111NI/RN1. •` D I IDP ISH ■. LOAD 13'- t• 17•- ]- 17'• - 110 IRK',. Lou 121- +• 12'- le' 1•'- .• 1'Ott;' 1. BlAtt IOOMlt 11! AOOIT1oM of TTtt P11NTtIas,Y110Dtt►alrt AMD TK tTRueTlaAt 12e IRIt W. LOAD 12•- s• 12'- le' 12'- •• Ske""T OWED TO TTL t"IOMT DT WINDOW A•)DOM 111Yt10;S ALLOW GLASS RWM% to 1•e`I 17-T l:r4� iiTNftltsiol0+ralM&KfN T W.ul u«,a..oWtuRlw�ti a awl eM»e 2.x 2.2 too IRM R. LOAD 12'- •• 13'- 7' 11'- 0" DAAWINOS 010 RLrl.ELAUD 1AfADOITIAMIAL 2'1 2' 1 0.14• &JOBS SssLL K *MU lie RPM U. LOU 140• 1• 14'- 2• 1•'• •• WMM THE MING t SUPPMT IN1L. 120 IRK V. LAAO I2'- 0. U.- 2• 12'- To e•o le MR U. IT.- •• W. a- tT'- f- a. VIt►►L NDONSI TTL SA/IE &TRUCTU..L LOADING As •eRttN-"am wun. uPM lie RM( W. LARD l2•- to 92'- 11• /e'- !• Umax TIL vIMTL WILL BLOW MIT AT WIND VILDCtTT s AS To f•NDN. 1t12�00ALMPH r. LOAD 140- To 1e•- +• 19•- t• ALVMIMM ALN 2toLTi .•tA,•+l FA-NiI sDOM SPAN . •T' AS sr0BArIR O • •. 0 ]ioo IRN�. Lwo u4.,.�.} L•QJ. e;. L,P,. 110 IISN r. LOAD 12•- T• 12•- to. 121- 2` + 120 KM( r. LARD Ll'- s• L1•- is' 12'- e• i 2•�-T . 100 MR-M. LOAD T' L9'•• /0` 1•'- . 110 IRK W. LOAD 1•'- •' IA•- t• H'- 10` 120 IRN W. LOAD 12•- 2• 13•- �• 12'- 10• 0 a too "PH UU. LAAO 1 t' /l'• T• !f 11" 110 I" U. LOAD 1!'- 0- 1!•- 2' 1!'- I• 120 IRM V. LOAD I2•- u• l.•- 01 W- I. • go Av� If- 21 ll0 MSN r. NO 11'- s• 1l'- 2• to,- L20 M1 Is. LOAD 11•- u• J!•- v Is.- 2• UM 11 oia TMPM ?"ALL 1 Ill [S l�R2 � • KW4 12 TyrAL 144!! EipID e=ZM XUU 12112 LM U 9L #. MJA s►AN . L AN VIAr1NC Vtr LANes1 BPI •A• . 0/2• arga 00 02 •v/2• nm at Am. AM Ply! to elm 2m DEAN slit RIAISIXI M11 •A•. !' • 1-. l• 00 Io /• •IVIN -A- rtD7x A• 100 MI tl WM U-0 M IL P-M 173 In da LOAD* �} RI1NM nARDAm! ]•t 7.20.Os•• ill? l�ilII lL�F4s ]• • _l L18 + MS M2 va!slll 2' l•. T 1 - °• !•_ I. tAslL 1112 soon nA1 . •r Y MOM do DSAura • F. . lr- 1B0 MSN 1. LOAD f - to 2.ILL j- Qt L 2!.!&' s' 2•• ?• 4•. r •,. i• .; it 110 MSN r. LAAO •••. It• ••- 2• W. r 2 2 i1 le• ♦•- to 40. 12e IRK r, LOAD ••• 2• r- s• ••• 2• 7•: 7•:0.0]0• =IT__ too 1. is.- 3 ll'- T. 7'- 1 2 •• • - ••. •'- 2. li0 IA7f T. LOAD 10•- 2• l0'• to It*- 11 T. I•- 1• �•- i 2•- l- 120 IRR V. LOAD ♦'- r ••- le• t0•- s•. • 1•• 2` Poo ■- LOAD 1;•• ._ 12•- l•13, j= +' s'- 2' a•- 0• ••- 7• Ile "Mr.•t"I 11•• �• It,- 2• 11•- It, IV, �•- 2• .•• D• .•. t• 120 MSN r, LOAD le•- 2• la to 11'- 10Rpm I't 7't e.01J• oR ]•r 7`T 0.0l0. 21T L1-d �d1 ! •• 2, t 1• • e• 00 = 1. LOAD 12•- 2 12'- •• 1]'• 10• l• e'- 21 7'- 1' T•. 1' 110 MSM W. LOAD I1•- 1` is-- a. il•- le• T' T•- 10• T•. 1• ;•- ;- 120 MR r. LAAO l0•- 2• SO-- S• 1t•- 0• 0' T'- 2" l•- l• - &•I •IDN -e-eC2 1.- so.OLO 1 1••• J- 1••- •-- 11' ]• 1'- 11• e•- r !'- 11• !•- 0• • ee r• u•. lie N r. LOAD 12•• lo• 12•• 1• 12'- !• i`a 7`t e.e70• MSRIr 120 ION 1. LARD W- ie• 12'- e• 12'- &• 0, 7•- e, l•- •• 1•= 1• MIl iMIM•iu• fee R11W RAI7PArsu&L i I"MM Dee/a OMM ]• 2 'A SIX &TAN•ARD PASIL •/ALOGIrrIIO R ATTIING aa•a.N1•ry-aLO a ALT T• e,- G• i'- 11• 2'- 1/� . 1 1.•1 we loBt B01St4f a'- T' t two LOAD! +• 2•- +• !'- ]' N. so. OLAIt 1100 Ah OIIQB IfeLftw BOILDMp 0• .•- 1• 1D IIIM .. V tl . • It— •• U•- 1• 17'. 0• !' 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I eOTTw y/.DwT w 7•i 7.1 O.O.• Apon'N Wf14 R IOOYRd \\ T .xiAYstw,a M r.wT a..0 RM ro vevrtl..oar w s.[tslwes.D.css �F ��Q' ,/r a T lam -••6 e.ttlld uiiil OtRe aoW1.r3 b0 eCaAt.O iaol[a..ODTT70..'a 7'i 7'i O.M' /tl0a a.u11r St wOOLD FLDR 'A.'m M msft Y mw~T.ail. bas 0 21'Ot 1riN S2.C L"T.ODed.M elu[tT11UClAT W 10.07.1 el aW"1.014 l.•1T4.3.112 .a.LtN M YIYta Yf4 Kw O!i AT Y310•-.OeITT t/µto 3D aA1. y COP11tIGRT NOTICE C.r-lox w]INF Cooyricht 1993 - Northeast Florida Chapter AlMoUt Assoeiation of Florida, lnc. WOM FWED UTILITY OR FLORIDA RDOU III All Riahts Reserved. • i I&W_-L MWr tAll jL JTF&R-OLMM 1 Jt-!SM LLE I' RAZ. 1200E AAnA FDA AWMIRIH Pan FM A HOUDE PORI ��. FOR ALiDUA=MW ARU IRS 'AlitA' . a I (wn .O.H.) {011 T••1 ALi07 `\ ESAMPLt: 'S•. 7• •. Z2-, i O.M. w 2• Tmm: -�S-U, . 76 IIF TOR.PAX.L d TAATI/G O,i LAACFI OF: 'A-../a.pf1ORAx0 @••0(7• \ POST 17111 11112. ALLOW. 1200E ARtA FDR TAAIDUS 77nPM7 IN ST i a.A11 AI2- JMAMPL-: FOP -A-.,• • 1•.°• 60 TO°• WjVrX-A• _ESIDN LOADS ARE TI1tD-TSI.DCITT LOAW_ ►tars -•• ii•L� ".38� Ile�^+_• 78� IZ°7?"L.w�• IR••aZ'Iaq IK•tteu oat' roar IIGT PDI1T MAI a rAL-o> vP IP 3� t�SF i r�H: 09 Dat 2/tit- !"20.06r,,• a• ,• °•- o• ,•_ T• J'z ROLL FDR)gD• IIAl�:•}t 1�_- i'T a_ " Ak... eaamv Post 3':3'.0.28" 107 T• ,•_ T• a• :• . i• .ran. e• ,._ ,• a•. 9- .�- •. 7-x �-:o.oaP-ltALLOrCD• •7• V. 31' a.- o a•_ 7• 30•-1D' 10.000 190 10• ••• r ••- J' 7•-1I' •T��.vlr• __ • ♦•x 7-z 0.9C''I't!Q!e 1• t'- t• {•. I• J•- f' 11'-/0' le.al0 2TT e' ,•- ,• !•- 7• ••-le' '•-r- 0.12"TVaE• .. ,•• J• ,•- e` ••_ r 11'- d- 19.//0 N3 -'u DT•• 00 ea J• rl c e!D•2J' a•: a•z 0.12^7URE• ,• •- 3: /•_ °.- D• 1Ia'tre 013._ 9' 26.190 e• T•- J• 1•- I- a•- a• 1f _ m1.D1 0061 T=1 •• _ 1'-37' a•_ J• !• i7' •(i .. ALLOT 7105 W Oe1V1Dr Otr peat I• T•- C I•- J' ,•-1J' ' So• ,•- J' ,•- •' •• °- ALUWN U CONVENTIONa1 CONSTRUCTION -• c°Tri! ",. ,•_ la .•_ o• .•_ POs CONNECTION T• e•_ T•_ r T•. C aO• T'- N I•_ a' J'- 11' ' is '-: o.wr•ori'PaAr _ °- LAWRENCE E_ BBNNBTT T' T•-ie• T•. t- 1•- r V. I. m• ••- !'-u- a- °' C1VlL ENGINEER a DEVELOPMENT CONSULTANT 2' • D.e:r-TTT-sawn - a'" P-D. Box 4368 South W. _ ,• .•_ .• Dayton, F1.3212l-4368 ,• •• • a• e- a• a9e4 ✓ v {• /•- J.2' e•. 1• T•_ I• f�`K.1G n0. J-O 20 t c aR" DRAWN e I we SHS OF `a` 16404 { DEPARTMENT OR BUILDING CITY OF ATLANTIC BEACH 3 PERMIT INFORMATION - LOCATION I1 FOI MAT C? '. -- Permit Number: ' 1F40 Address , LINKSIDE 1JRIVE Permft Type:UTILITI 5 ATLANTIC BEACH, 'FLOPIDA. 32233 � Cl ass of Work:AAI}-ITION --------- LEGAL LIvQAL FJESCRIPTION . Cc n« tr. "hype:WOOD FRA +IE Black: Lit`: Tw:p �.. . P "Oposed Use* SINGLE FAMILY Seatiaz : 0. Subd Rra 4 Dwellings : O Subdiv3�� an-,SELVA LINXSIDE +�. Est . Valup: 0..00 f 'Fatal , rees 25Aa Amoujzt Pei 25.00 , f Date, Bj199S �� q� td --------- 4TION LAN i . . » » APPLCA'TION T�`EEfi r Name' 4, ftP R T� 25.U j, I $fit dr � D `-'DRIVE' kE @ FLORIDA 32233 Pbcn'�`4 r �� 8 40i �sP U � k 'rml I~I ame_ HU AN R -OkY SCOTT, HUL I HAN 4ddr: 1f3L� R OOP, RC , JA' ' ON ,FLORIDA 3225,0 9 P: gi, z i "wg�'� d NATES: . t NOTICE--INSPECTIONS MUST BE REQUESTED Afi LEAST,24 FIOURS PRION TQ INSFECTIt�N. BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT-6E FLAC9p IN PUBLIC SPACE,"AND MUST BE CLEARED UP AND,HAULED AWAY BY ETHER CONTRACTOR OR OWNER I i "fAILURE 7d Ct' MPLY WITH THE MECHANICS' LIEN LAW GA.N RESULT IN � THE PROPERTY OWNER PAYING TWICE FOR RUILD' ' IMPRp1tE ZNTS " I (S UED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND, S' BJEC� TC3 �iEVCJCATION AOR ;VF LATION OF APPLICABLE PROVISIONS OF LAW, 0461 g: ATLANTICIREACH BUyI DINCrSEPARTMENT BY (" ! I CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: iyi 6 `� o�..�� Oh OWNER OF PROPERTY: PLUMBING CONTRACTOR: CONTRACTOR'S ADDRESS: STATE LICENSE NUMBER: — '� TELEPHONE: HOW MAVY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER ,�,s.-� TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR• ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP — (904) 247-5834. CITY OF �1 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233.5445 TELEPHONE(9(4)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM, Building Department DATE: %- ') -'-) �� y Please be advised that the final building inspection has been completed on each of the following addresses and construction Water is no longer needed: Permit Number Address 8inc rely, Building Department i . . . .. Tertifirate of (OrrupanrV 0tv of Atlunfir lettr4 — florlbtt llevartment of Nuilftng Inspecttjan 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- Res .clence Bldg. Permit No. 8150 Group w.frame Type Construction »f Fire Distri t t`itlant'i.c Beach CELiteY, Real. E . 20 Scut o nt Drip c. 5. Owner of Building s�a e Address n.Jaevi.4e, ., 3221 Bu}' Address 14M LJ.iaksA(-, DrivTocality Jacksonville, FL 32202 fCI By. DON Cj FORD "��' uilding Official: Date: ^ ; t Y POST IN A CONSPICUOUS PLACE MORE 'I x MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK AS SHOWN ON MAP OF X464 114 ZAAes/,od- uw/? 2 AS RECORDED IN PLAT BOOK 47 PAGES SS OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CCAl"X R444.f LAQPQt*�T�DN_ NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. �o PRtT OF 6PYfi�,✓�t+J(INT tOT/� .fEcT/o,c/ ��, Tbwa/�Ivir 2 .fOujK ,t'.o,vas t9 argsT -.i tg� sei �6 w s k 4 L'tNAM/ t/f/K flNCi 1 � *40_0ft --e1, ',.,•. d' Zps q FGNf1f 4 d �� D/ot/�L4/MB 06 14yi(i h r accet ltAMi ^s,yr h AV"f'qvof F/NrJN fLlOit Q N 4.7', a wY �I D' 4.4 t ..♦` v R n, O .. J. ♦O S�,m �'gJEMtNT �► C /L. L AT lll_��j�,. 'y: X51.75' Wia 4,t/! 4r' As tsttr■! • �oeu V L lAllZ flVe DWSVAF' JUL 191994 Building and Zoning �1`...".r"S.f3S✓'�.G e.L"t^ y�an'r"..�.M�� „ '- P,film, *M4�Pw[�4+RP�p��lf�spappDq� £ "44iry amin r—_am go t:-+: ao.r we#1..r..41r _ i w w�■D9S e��„��►S®t lta=fY113flY��1�1� ia1�IL�i7¢J�lpF�u�a�ese p00M1!!� Y S'fl4�lflw��l�sf ln'!M M44t it!w�►L i4iwF®vv satl�s __ "-YM J—YY' �yam•fit�r.we.— ...�..:,. rs�,.�: � sgJi�'��w�+�ww'+Ct4' moi:J■ti��p�l+iw ��: 10R�f�,: �= :SODS! �-- - V�1Y�1�w.w��•�eIM� 44 44 '.0•.�.=.w_w��f.w��.�!'j.M.:�"�v�+1!+�'!4''�`7�..r..�-`:•g:�y;►.�euu�k�..rp..��_.� € L f F f i ++- it to .'n§+�eu��u •moi t �1 1 S/► 1'It �s ■ ■wtll �1 i 1 i I n rg ii :f M At Ldit�.tJt a ■... _ • _ A1Jt 5QRnC �RHr•I �t {•--•• ... IIJ�I ---•• �,•��••••• • a swf}r!a +�awvy �t a..rsia•� pup t E t0lit b iec t t f r 1►4.1% .n XD-A ox e a SINGLE DOOR WITH i SIDELITE a Tom. rffP. T& rYr� 1 ! ! ! 1 1 . Vr UNIT i'r UNIT 13-15m w 17-1ff MAXIMUM ON CENTER TYP. Minimum ' erCount • 6 per vertical framing member •- 7 per horizontal framing member Hinge and strfke plates require tore 2-1/2' long wows per lmdon. rte.. a 12- 00 Pl0A ou, J cat' lnv54 rd, C �i'lE'o�rll�1C?t � t 1 t t t t +v / coot eA + ardware: squires that GRADE 2 or better(ANStBiMA A1562)cylinderical and deadlock hardware be installed. ations have been carried out with the Wad(MA fastener rating from the dtirierent fasteners being considered for use. Fasteners his unit include 08 and 010 wood screws or 3/16'Tapcons. ew single shear design values come from Table 11.3A of ANSUAF&PA NDS for southern pine lumber with a side member thickness of hwarnent of mWnarrrl embedment.The 3/16"1hp=sikvb shear design values come from the 1TW and ELCO Dade Country pedk1y,each with mir mwn 1-1/4"embedment )y others,must be anchored properly to transfer bads to the structure. oxxo 74 1/4- 74 ]/.• MA: P.; MAX ,. MAI ^AX ,• PwX MAX 'PAX .• .' MAX 4' PAZ 4• MAIC F �' � MAX 1s' ac Is• ac is' aL Is' OL �• OL is' ac s' C L 1]• atMAMAXPAZ;"r MX MAX TMAX WAX T VAX r.• MZ ! 1 1 � 1 I t I I ► i s i 17 1/r MAX at Sa4c:wG i i 17 1/2' PAX O O ac Ia.c:wG amu- ea 04AX O 17 l/r w►X ac sP•cl►c 17 1/r PAX IY aCLLs- at is- orLs• c . is• ar,� js• at is• a s- or_� .• MAX MAX PMAX I MAX MAX ItiAX AX PAZ MAX .• MAX+ •' I%Ikf -4' PFAZ i+.• MA: {' .' MAX MAX X xa FIBERGLASS DOORS 6'8" Height — Inswing Singles(width) Masonite International i.� Rating 2-0- 2T 2'8" COP•WL-MA0141-02 Application Filed 52.0NO 2'10" 3-0- 3-6- Not Listed Not Listed — — Multiples(width) Masonite International Miami-Dade i • Rating Impacl Rated 2'8"+1'0" 2'8"+1'2" 2'10"+ 1'0" 2'10"+ 17 COP-WL-MA0143-02 Application Filed 52.0 NO 3'0" + t'0" 3'0" +1'2" 1'0" +2'8"+1'0" 17+210"+ 1'0" 1'2"+2'8"+ 1'Y 1'0" +2'8"+ 1'0" 1'0"+3'0'+1'0" 1'2"+2'10"+ 17 COP-WL-MA0144-02 Application Filed 52.0 NO 17"+3'0"+17" 2'6" +2'6"+2'6" 2'8"+2'8"+2'8' 2'10"+2'10"+2'10" 3'0"+3'0"+3'0" 2'8"+2'8" 2'8"+2'8" - 2'10"+2'10" COP-WL-MA0142-02 Application Filed NO 2'6" +2'8" +2'6"+2-6- 2T+2'8"+2'8"+2'8" 2'10"+2'10"+2'10"+2'10" COP•WL-MA0145-02 Application Filed 52.0 NO 3'0"+3'0'+37+3'0" using fewer panels than what is shown in the above chart also comply under the product approvals shown. available from the Masonite International website(www.masonite.com)or from the technical center. ms are available from the Masonite International website(www masonite.com)or from the technical center. ire requirement for a specific building design &geographic location is determined by ASCE i(Minimum design loads for ;tructures). National, state or local building codes specify the edition required. al structural,cyclic,air,water,forced entry/or impact testing is done in accordance with Miami-Dade 8CCO protocol PA201, ` • � Lf• „• f. f. of l anyinsm .9 VDAS .1 vois .100-14 ..•r AUM ..r OR . '' 1 ��.•'�1.'�I.'':�-Y�• 3m3 _ .: L•�, • .:til-•. ..►��. 3MMILL 1 �� "uhf'•f /_lrfk►•�,�/ 1 ('� •..�. fk!'�...f .�r .rr omnovvnsan*LLam 0151H MULL 1 ►''• r r 1 awsv3mljw vim ' ravemCELLVOM SMAIDS r VIM M 1 OUSYW OMV M .• .0`HIM INSWING SINGLE DOOR & ONE SIDELITE HINGE ATTACHMENT TYPICAL MULLION ATTACHMENT TYPICAL HEADER & SIDE JAMB ATTACHMENT 'r HINGE mautlamm 7(12 GAUGE) ® 10U1 p ooOR PANEI. ® tww x r O NBpfn Mon^" O �Ar wood saga nNce�.rosrt» �ri`moi 7-t 0 �� "�" I wxay+r 0 WM "Bum mm"m KunNca.r wm II611 its. r roar w000 4MN ur STU. 0 ?owI Mom" �TItO23W HEAD 000 SCREWS '0 BE ADM EE MINIMUM T10N SECTION A-A UAT10N OEM& TYPICAL SIDE JAMB& SIDELITE PANEL &4cx emom ATTACHMENT Ku ,YAW z .KSi'dr�w w meam (3 FOR TO'HEIGHTS rANa :._. Oa SMALLER A A 1 4 FOR HEIGHTS 6aEATER THAN r0' THRESHOLD& 18 ATTACHMENT wooro Mian WWI%ANO x 3W LONG LWAR w ox. r Fmm EAa OursxlE RWER-JOINTED NOR usE m x r capAm x 3-W ma bLN 5 ATUOUST 61r=mn TRW %9= /t'X t-9/16 1?STOP HEIGHT MINIMUM s SECTION B-8 • TYPICAL THRESHOLD& © -: SIDEUTE PANEL ATTACHMENT r A1ANCE TYPICAL THRESHOLD& HIGH PEAfOR EAD AWWA ECAP MULLION ATTACHMENT NS (TOLD (HRESH "EIGHT mmmum ADASWUll CAP ISK9I.JONfED TNIIE90.0 xa�I ONlwaoo N-llti XUWCIP spWAR 1NIIWl!•1► ��M �ItOEAO RAT N wood soma MW MWORVIAMM ® RAtNEXADr WAD= LocAxrFwm 0414 CWAEIt NOR usE no it r RAT HEAD w000 salEws F011 HEAD01 ATW7M91T _ CITY OF ,4&aw c Veacl - 7eai as 800 5EMINOL.E ROAD -- - --- --- AFLANTIC REACH. FLORID -- - ---- 1TLFPHONE (004) 247-1800 --- - - -1999 Ken Greene Contractors Inc. 3505-2 S. icings Road Callahan, FL 32011 Re. Requite Inspections for Construction In the City of Atlantic Beach Dear Sir: Please be noted that a review of our records reveals that no inspections have been performed at the following addresses: #14032 611 Selva Lakes Circle (no inspections) #16245 no final inspection) #16716 710 Main Street (no inspections) #17609 1606 Linkside Drive (no final inspection) #17601 1473 Linkside Drive (no final inspection) Our records indicate that telephone calls have been made to your office on several occasions to no avail. Please arrange for these properties to be inspected as soon as possible. My ne)d communication with you will be in the form of a Complaint against your license to the Department of Professional Regulation. Please call me at (904) 247-5826 if you have any questions regarding this matter. Sincerely, Q�cr. -C11 �- Don C. Ford Building Official DCFlpah cc: Homeowners CITY OF 4&.& Bwc4-1&vda Office of Building Official REQUEST FOR INSPECTION S Date . Permit No. _.._.. Time A.M. Received _P.M. Job Address Locality Owner's � Name _._.._.. Contractor -J=am 2/1�af' _— BUILDING C ELECTRICAL PLUMBING MECHANICAL Framing Footing �. Rough Wiring a Rough I], Air Cond.& Re Roofing ❑ S a u Temp Pole I] Top Out C1 Heating Insulation ,_ lintel C' Final Cl Sewer _ Fire Pace CC Pre Fab READY FOR INSPECTION _ A.M. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made _. P.M. Inspector __ _ Final Inspection ^ Certificate of Occupancy Date F�3A•3844 � � � ' r ��, 09PARTMENT Of BUILDING WY OF ATLANTIC BEACK aax�Pl ITr FFnFMA' QPt LOCATION INFORMATION S nit I?tumb r: '.,26245 ....� __ Address !,a i 76 LINT S. ,DE DRIVE' P F �. . ENCLC � ATLANITIC 'BEACH , FLORIDA..,32..,2..33 ani TTF .S F ✓ 3t> CIS �� ForkE .� LEGAL DESCRIPTION Qcxtx TYt `WnCTFSE PoL Proposed aSI OLE FAMILY o tionO ., Subd`: t + Est. Uai � , Istau. Cmt : 3 , 240 , W Total Fe, � 37 .-$0 A +aunt, a 3750, , h r I ork Des' REQ ROAM PER PLANS 'x � art1 RCBTIO> ,-� - - APPLICATION FES' w. �.. r JR 'IT ddk,01 In FLORTI»tA 32233 Ile "writ as Phon , tr 0,4;& 7RM ' i O , , E *TRAcIdt,... INC, r ol1 � 2 do NOTES: NOTICE-INSPECTIONS MUST BE REOUESTFED AT;LEAST 24 HOURS PRIOR 7O tNSPECTIQN fp BUILDING MATERIAL,RUBBISH ANb oiaoiS FROM THIS WORK MUST NOT BE.PLACFD 4N PUBLIC SPACE,AND MUST S� ; CLEARED UP AND HAULED AWAY BYETHER CONTRACTOR OR OWNER "FAILURE Tt,� OMPl.Y '1V1T`N THE �I�CHANtC * �� 4W ��1� R THE PROPERTY G"I N0 FOR 'ISSUED ACCORDING TO APPROVED"PLANS WHfCH ARE PART OF THIS;PSAMIT AND Stisjn. T TOAEVOCATioN FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I � lp ATLANT BEACH B ILD G DEPARTMENT gg , 4 V' 4 S; A .f RECEIVED CITY OF ATLANTIC BEACH MAR 1 6NN1998 PERMIT APPLICATION REMODEL, ADDITIONS, OR A6�TyEAARROW Beach MOVING,DEMOLITIONS Building and Zoning Owner(s) : Rob i-,/ (,7) -1 j 0 G' ' 1 .. 'T � , Address: tif`j �� i�N '�°� ��✓ ;tel, Phone: �f Lot #� D Block or Unit # Subdivision: Contractor: j�.)2 f;.,? 7-2, 1 t AJ'?L State License Address: /5_/& Phone No: City _5 �' ��. � iV ��/ State Zip Code 72 1,2 / 3 Describe work to be done: X�le Present use of building: 5 hf t' /v 7 Valuation of Proposed Construction d0� o Oma Proposed use: ..SSG- re 4,-x, pi Is this an addition? If yes, what are the dimensions of the added space: / Z ft. Xft. Will the added area be heated and cooled? /✓o New electrical (or increase) ? /yo New plumbing fixtures? /6� New fireplace? /U New Heat/AC? SUBMIT TMUM (COMNMERCIA.L) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMdENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: i Date Signature CONTRACTOR: rO Sworn to and subscribed before me this JCS day of 1� 1999. OTA PUBL C S A FLORIDA AT LARGE 31311b� CITY OF ATLANTIC BEACH PERRMIT CALCULATION SHEET Address Jr�,*' VS(0/-- D_ �S�2F_ Date Heated Square Footage @ $ per sq Garage/Shed @ $ ` per sq f t = S Carport/Porch / �O @ S / per sq ft = $ Patio ._ " @ S per sq ft = S TOTAL VALUATION : S 3 2 4 Tot�],)VLai tion 1st $ / OC E Remaining Value per thousand or portion thereof TOTAL BUILDING FEE + 1/ 2 Filing Feea�— ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE S_ WATER IMPACT FEE $ SEWER IMPACT FEE S WATER METER/TAPIMPROVE S CAPITAL IMPROVEMENT S SEWER TAP S l ) RADON (HRS) 0050 N_ SECTION H PAVING HYDRAULIC SHARES S CROSS CONNECTION $ ( ) SURCHARGE . 0050 S OTHER $ GRAND TOTAL DUE S ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp : SwimmingPool Septic Tank Weli Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : e , 9 t' DIRPARTMEN'F OF BUILDING, CITY OF ATLANTIC BEACH r ...�_ PERMIT INFORMATION - .._---- LOCA"T"ION INVORMA ON, Permit Number: 16121 Address:, 1476 10SIQE ORIVE Permit Typeel S I DJ NCA'TLANTI aEACH,, P'LOR`I OA 2 31 Class of Work:NLG# - LEGAL L?ESC I-PTI6N "cnstrb Type., WQOI3 FkAI E- Block:` Lcit x 16t? T Pr�slaos d t3se:Sl�t�0'LS� �AAII'L� Section.. -� O 5�bd RA�: l wel l izls s : Subdivis on SELVk LINK,SII E Est . Value- Improv. Cast : 3 ,000.00 P Total Fe 37 : A ' Airatxnt y 37 50 y t R fifi d[ i 1 E ! am ��. JR,. PERMIT. 37 . 5: i ,AddyRIVE' FLORIDA f phos rC3 A ORMAT 11 S Name KEN GREE_ ��CONTRA C?R °vx ., Ar 1516 LE RAI? j JACRSC FL 32215 ., ESP' NOTES: NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOUf#3.PRIOR TO�I ISIS IQ N r I BUILDING MATERIAL,RUBB11 ISH AND DEBRIS FROM THIS WORK MUST NOT.SE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER' k "FAILURE TorCOMPLY WITH THE MECHANICS L1E�1 LA1l1 �,ARESU . ei } THE PROPERTY OWNER PAYING TWICE FOR ISUIE D [�G IMPR�3VEIVIfNTS." ISSUED ACCORDING TO APPROVED PLANS-1NyICH ARE PART OF THIS PERMIT ANEW.Sl}I JEGT Ta REVOCATION f4R VIOL ATION_.OF APPLICABLt PROVISIONS.Qf:k.A >R37.5II � r dtVMS' I� ATLANTIC'BEACH'BUILDING EPAR MENT # 21 .... , V "`e over of domA,✓AmAor tdr�� ,rFCrlad /71 1y�!wcv�f/i� A sevxw,, r t rvsr 4 'cv 4400. AO � W000 eArA00110, -3 CfAj op pre* wrfN sxKr '.SOA�./ /y14vr ON . . , .•, h k� + /llYill/Ori:��+.�1U /Z o/ 0000. O' tillc v * ;b ,. .., . X-11 1A qw w •!•A1<0/ r�' f /`:, 0011.1.t, .0.4"Oo ErEIVED &P+P R 0 V E D /it/ ' � .� ,X�� MAR 16 1998 CITY OF ATLANTIC MACH l.So' ,�,�-rar.c, - jtioy) BUILDING OFF(CE JET Pty of Atlantic Beach APR 01 1998 RECE Q\;LO p��1ti4E\building an oning f N\N (_ MAR 16 1998 c,\:0N�'��'`' City of Atlantic Beach V" Building and Zoning rNleleav I NBRMY CERTIFY THAT THIS SURVEY,PERFORMED UNDER MY RE,SpONS19LE DIRE ON,m THE MINIMUM L.EOEND: ,tECHNICAL 6ANDAROS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21HH•6,,FLA AD-I 6TfiATIA OODE (PURSUANT TO RECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THtAE ARE NO VISIBLE ENCI%OACH• ooRONtTe gOMuwrT MENTS UPON THE SUBJECT W)PEpTY EXCEPT AS SHOWN ON THIS SURVEY 1/2 potm 1*6N 0 1/!•M MON-L.0•TTM FLOOD CEATIMCATE: TME I-Ot 8NOWN NEREQN Ig IN FLOOD V.R.L. il,It.elNe AaTRICTIeN Uwe - •� o CINTAU ANOL! LONI %T-X A9 6NOWN ON THE FLOOD INEVRANCB RAT1r CLARBON AND ASSOCIATES, INC. MAP, COMMUNITY PANEL No 120070 QPD O , O •89 1041 NALDO AVE. JACkdONYMLE, ftA W07 R RAmus ae7y a- .4' -iC g-me-'/,A"Cac O.A AMC 0"0010 INST e • GN. POW p1TANCI ~ R4, Pp,1fT OR Ct,RYATU,IR SURVEYED /L 19 • P.T. POINT OF TANotMet /,f- p 7 p TjPj SUPVMFI NO, tA p4/ FLn I. •c. point or RIV[AI!CuRn SCALE .14 A• 4Y/�L r,c.e, POINT or oo�Aeuno aRlvi FIELII sObK .„�,X P0. 1j Specifications and(.;Umpurierit Schodule HOSTS MUCTURE-EXTEMR PERihICTER WALLS Job ConOguallon: t'� – .e,�,h 157 by Wldth(Pfoledlon): 1 PATIO CONCRETE SLAB Roof Pend:CI 3'Rleer by 17^Wide,or D3 -Comporile Panel \ vath Clear Span of ( f and altering Wtn overtiong or: Wei Componerda 6 SpadnO: r t/ONdEM010(Sldr)VML(S)Ilnda(Top rbdt):1X1 Homy x.040' !tots.Fooling under roof liming wa010MLY) Sob PMe:1X1 x.015'Op en Back/KkkpWt of ChtY Rel(Ptnln):M x.010'IIS FOOTING Klc/ylate or; tdLdirl l- 0 HeipM or: _- 12i�!_� `S'I+xu _ t ` 1aStnfaStLtlLEatt eerrinp Wei Needer Ed ser pollwokome: QSprtinpot � ) Sohemntio Plnn View-Footing/Foundnllon Location RIpM Side Wei .2— Spates f,)1 � , ao,wrPorle of.G�"7.�_ ,,('- Existitrlt Mouse("Host Structure') Perimeter Wail Patio Root attachment to houso fascia �� (see Sectlot Detoll on Sheet 2) --—- -$-- . r I `o I t C t 1 � W I a I 7�.. – C�or�cr to Slnb P©rbnntor – _,J — Gutter 0 Root Edge I _– Concrete Fatlo Slab/Foundation and'Front'Wall Right Side Patlo Roof �Fatio Roof OutSide to OUISIde(Including side overhangs) Overhang e FLAIJ VIEW - FA-ri0 5CREEN ENCL051)k E (Not to Scale..-Schematic) See SpecialAttachrrletit action I Detail(Sheat 2) Tributary Hoof Area (K Panel Clear Span a OvettmV) Roof Pis-Sae Co nert Schedule Gutter "1 r Header __J k Header/Edge anm I ' (See SpeclAcallon I Comporwit 8ct/e me) House ' Roof Panel Clear Span Patio j (Hosq Side Wel Poi Roof f °- Rroar ti Overhang � �. IDOveS l" � •t,J ��t�j nan9 � • ,1 Y, q �,�.. x�, fA, 0l1 (� 22 IQcWsle I Chair Rall KICKPtATE a Al {� • S� See Typical Foundation Section/Detail(Sheet 2) Patio Projection dth Typical Section / Side ! End View 1lkrW.Men 11ht095•All RllhteRtatrva.Jby9 aoldty5 tarePodl nanl/orDaviolW,Misr Cantrreton L Ownen t�wwlnya by pSVIR of 6psolrllty Btruotura Design ar AdLew LTret I of Patel I � i i 3 1.07•ra•Iop ti sena wwn 11 r4•~�+ hreDer sw*wa stoat. lacer.Dlesrleri eA , - etlecn.e to 1.2"m t'Dswl octn aw ebwDoe. —ID. I'm asM mom i12 ante narq twatt.. 71 1� f'az•a O.O4'aon T t11 �Dae:ennef.e t0 z•a r r r i3 -- tram pat wen r w boe.,Ne asst 1 I az'ara nsa.o 4ewa moo r-. TYPICAL Past._.�•— ' tram Deal,on-mod 6c. TCAL SCREEN OR GLASS ROOM Cmarrau. o.� ,tree W/2 wi2 (l.� �/sio .o eua.w D4- 2'a2'ao 1sneo+e ro ta2_ sells.race _�- alrrwrere•eon Eppnp rusww a 4nMer Don m c,lenn.l rntn 3 I 1��..,-.� eZoe�rt 1-0 sr 1-1/: TYPi+AL GLASS ROOM W y n..tot)n"sMi.ft it11 ones fnn wanwrr tt14---a- naenr oosuz ALL am anenmr !'a2'eren \ane lteoorenr tP �� . mala of aWn ra370 a. t Den 3"ran 3"efteme, neooer Don.-sone 1D 2't.rtprn eaMf 370 d.eDeb .lar rtAf ben entamr.t1n 3 Oeaew-in rrrr, 1e4e rmef(*or m or man)emr. mace era.e(a"en commit, r.8 a('Sals wrrn.others Der I ' 2 r►.1i I ln"n I t Dopler Io welt with 11(2' n of—9. ,.Der► )4a,a OM ame im,ran maD.eeYp. ••.10 SMS MM wesoen a--22' 2'en emir aexrrto Dans 2'a teemonaaoemma pa bn00r0 toS r... •" ------ b.ew ma con'trt Me meet moa.co,wat spot'"aDr .. .. .'... Den'en S,IS'a 1 �... Mrt 2'a2 a0.i74C seer.wtrn shpts ems w! Soave: 384 2 44•ttmsa7 5Jt6'a 2 K' �emw I lTryreefr nt.w ef.e.a Doe roomers. 1 Mtn err emoct per r 2 ma 6"m,triD�o�to / f CDma near. - - D.C.nm.ame Dag mat Will 24'a.t r - npgnt 62' Mn t 3I eletn rot mttm m 2'a Z• (, Oroee 3'!t'oatamra Oaetemf eDrtc,pale Dant,of pOrpo°w..at t aemt ^, Kr k ate at»n fees 'w'—ft$ sir.0 alemMYee enoroaa. man Daps of tipG Iliy2)fIR'-24' J'a2'aO.LleO 'toae4ntwntatmer•fran a�1M R Z'on. Sm. —mile, 4"%*or 14•o-0to ANJ-iORiNG DETAIL � 1 some 3 1fZ'an.to.mama) i�l1 Z'z aen.5ee Smue a w/2 a Y/12-0A t3 0.75'• O.D19'm+cr 1 ! ~iVOAOn ti.,ffiiff2'�R'oc fm. aF NOTE 4arur.n Rewe of wwtoa.oafs r��,f NUAI � nem Wee.r teteeetG f ,feDngo m 2 i2-z0.04' .L. m too. lfrmc.mannan Qreet- TYP:CL SCfION GLASS ROOM span tmWebum. I a2' L f? CIPZRZGR'NOTICE I vasa m rem.(Ee._sob or m Dane. s reel,Snvermt or tree. (Zrz 3": 3105_ H fq RISER PANELCopyright 2993 - Northeast 1 `�_' attnw.le.DMi,rrta o beth saes 010W.01"W-WWU WITH 94SLLA.TION ANO COVER Al))sinl)m 11950eiat10A of Flol nw.arp+. nrDann Dot-cae.2'a2 aO,LK"neeoer. Trpml aseDtee Dao talo rem am mol.-1)- freer sew+—lege - All Riahts Reserved. mt resume 11 rrsomq.nar o90am)mM.*w. • NZIGHS Or W%Z=T ZS K ASURED ?F" TDP Wm—frorwe or I'm 2' PLA= TO 20TUW OT WALL WAX NOTES' MIM repel eaaretmaweaamrmno praoen+raat oat. am.erropt erectly w-nems. \3K'Kcz pare U•mDeo sarta aweap. t 1 •-f/f'a 2't/2'e,?'role 6awr Dtseerar.an.tN9"mr°sefar aanm/wen e.snao.,q sore. r.8rin'SfeS 314' 16'a+center. ) 2't Daoroen Kcn,Self waerrq ttwrneo me—oo enmow,aww WWI trtuo.ee warn e.rwnwt ane mp le sore Per lea+sma. mea Mae Ic'— me ore to noo4t Mxeotob.oil, van 2,r.1a R °Ae m suwape res nmY.p nr.ao.l.ssr 3-f l2'rr.tO SMS rot SMS/wmn t-,t4'sms {'a 2'etrttteren oft sue.MM. In rtewlen YROT2CS'Wt FARC. S'0 SL SECDRID By No. tic 5/8' veyr mom eeew mmu mer romfaarren tomer. a nwtwioR See sheet 2 - poo.rtes outs CROSZ9R XZS XVZ i ASZZR m= SCRWS. ter fables. ase n.IDS per sour mope. 3/4 SMS Serena estfM ~be a t2•en all Oene24' trters Onc en ! Y•y -t)!2'w..tOSMS �Catreera bona m p� Dealer tale On Men WM). 'rl r, alurwnm+slte m e,..rtvl en ebfn Yee2 too- .� 1_�" alto Entre almta. ,ne crmwwtc- O.C.Ytteenr ba. �nwvon see COD.01 111,anaCMo wm 3 f 0X 5/8e jc;1B iYl1 S- ewerwr oelweic, u1°.oa one awemrsomD oa ------r�.ra.a3 1f2'eaeretc �Kt� te1101..' crs iron IM RTSZSrZVB �I•) C.fJ". amore. 4.mwen&Vmwq anvil ole 0.026 Yep on 6.6-0.1 A.OVZ'SMS lOmml or#mal mean. a to be m 6 os,ata top SDat all strews tleaes wen etw7t nl+Mr cmriwrp. Maal1M m. span nape. ) GLASS OR SCrtEZEN ROOM POST-TO CONN=,.Cf10N TO EXlST6NG 'm= Cowmcw s°°U o.wr°e re Wwftmn fro.me DRAWING IS FOR BAS= AND POST TO BEAM D TAILMOBi'� HDM£a nos,You.-we a u.vcxae,"cc-mmw e m zu umopowsm a.o eairL.ceer4n me fttrrtettre snort.(aamerw Mme ar apnlre- reor[a I or"arra Z. ra6acTr M•1 *owl:oMw—cuan l) "cam I.Yr rtw.w r/,'rmntr eta r is tar.uta rr"Nwr.r, I'moerr•s ttarree nu core ntzweur,m ran r V.Z'or 2'a3'a SMB.mm. 4 " ""B a°r`��`"'°`"� F4368 ENCE E BENNE TT . wa+.,e Nett°calors a arrear. NU'If.ae,relee.ea wee earxa wwn som— O' GINEER S DEVELOPMENT CONSULTANT r t.�tree South DoytonG, r:t. 320-4368 _()I"'j"A0 14' Phone no (904) 255-9960 2500 o-t can more—.W;-10.10 SaG " wtsDs w as e.taw cert cswan DRAWN s �r OF ALTPOS-' 'E'e2Nu-r tJaCTf 1TY 3rt1 �A rRAhWC N::n i ,AIL 8 Ch CITY O' , `oa„ Office of Build —7 REQUEST FOF Date / ~r Time A.M. Received P,M, Job Address Locality } Owner's Name Contractor 1� BUILDING CONCRETE ELECTRICAL UIMBING ECHAIFlICA�`jL , ung Footing Rough Wiring oug C� Air G Re Rooting Slab E Temp Pole Top Out ❑ Heating Insulation C Lintel Final E? Sewer 0 Fire Place w Pro Fab I READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made } Inspector { Certificate of Occupancy i Date S F Office of Building Official REQUEST FOR INSPECTION f ermit No. � "` �,S _ f A.M. RK 4 L all Contractor TETE CTS PLUMBING MECHANICAL Rough ❑ Air Cond. & FJ Temp Pole ❑ Top Out ❑ Heating Final ❑ Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION M. Ned. Thurs. Friday_ -_P. A.M. P.M. Final Inspection Certificate of Occupancy n Date DATE: FhE-:.;EHVICE: DIVISION JACKSONVILLE: ELECTRIC AUTHORITY 2j�) WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY : r--------------- * l D t --z?,---------------------- 1-371 --- ---------------- - ---------------- ----------------- Enclosed ---------- -----------------Enclosed are the blue copies of the permits. S R LY, BUILDING INS ECTION DIVISLON cc: FILE /��// CITY OF y'Yt�1�a� - he=44- � Office of Building Official FREEQUEST FOR INSPECTION Date a �/ Permit No. Time A.M. Received P.M. r� Job ddress Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing _ Footing G Rough Wiring r Rough Air Cond. & Re Root' Slab Temp Pole C Top Out C Heating io Lintel ❑ Final Sewer E Fire Place C / Pre Fab READY FOR INSPECTION �,� Mon. Tues. Wed. Thurs. ri/1"day �� 7T �� A.M. Inspection ivlade � _�. -RM. L+Spector_ Final Inspection Certificate of Occupancy Date L' CITY OF �7 t /Y > la Office of Building Official r�jvo REQUEST FOR INSPECTION L- Date_ C� Permit No. !�1�' Time �� A.M. Received � P.M. `� h Job Address Locality Owner's j {,% Name Contractor L� c ` z r BUILDING CONCRETELECTRIC PWM131NG MECHANICAL Framing - Footing Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing _ Slab Temp Pole E Top Out Heating aTS7r - 1 Lintel Final ❑ Sewer Fire Place C: i Pre Fab READY FOR INSPECTION Mon{ Tues Wed. Thurso i Friday RIM r^ A.M. Inspection Made I„spactor_ Final Inspection Certificate of Occupancy Date _ TRANSMITTAL DOCUMENT FOR JEA DATE: & �- 9 / The following permits have passed "rough" inspection: Permit No. Address 5352 / 5Z �3 q / 7 z 19 -712Lc% Rma b=excx%xexxm=x)(*x1=e* xd xvafxxt kwLVeamaI 3d-W—K. Please update your records accordingly. Th BUILDING CLERK 9 CITY OF ATLANTIC BEACH /vcb BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 3RX33 APPLICATION FOR MECHANICAL- PERMIT CAI:L.tN NUMBER IMPORTANT — Applicant to complete all items in sections I, 11,,III, and IV. Iv Street Addresst 10 LI TDF! DRIU LOCATION - OF Intersecting Straels: Between, SEMTN TR ROAD r And ATLANTIC BLVD _• BUILDING Sub.Cliviten s MU LI��,S{ IDEA LOTS 68 11. IDENTIFICATION —To be completed by all applicants In cons;derat;on of permit given for doing the work at described in the abeve statement we heiaby agree to Fe•le•m ser;d wo•i i• e::: ae•:e with the attschod plant and specifications which are a part hereof and in accordance with the*Coy of Jaclsonv;I'o ord;ftarces a•a /•e•ae•al of good practice listed therein. New of Mechanical Contractors Ce,alrsctai (Print) MANDARIN HEAITNG AND AIR Matter CACA12623 Name of ' Property Owner ENTRY 3 Signature M Owner Signature of or AdhMiad Agent �� Arth;tact or Engineer NI. G BLAL INFORMATION A. T d fwafinq 1tial: B• IS OTHER CONSTRUCTION BEING ooNE ON (iedric THIS WILDING OR SITE?—YES ❑ Gas—0 It 13 Nature) [J Central Utility O OiIF YES, OIVL A^ • R OF sQ�S�It�JCT10N r PERMIT O Other — Spocify IV. MiCNAP1ICAL EOUIPMIINT TO RE INSTALLED NATURE OF WORK Prowwo camplehs Past of componeats on bock of this IWO) A Residentlal or () Commercial Heat O Space O Retested 0 Control O floor .0 New Building Ed Air Coad1ioaing: O Roons Xf Control ❑ Existing Building Dud Systorms Malor;et DUCT BOARD LEY ❑ Replacemint of existing sy31em Maximum capacity 1000 f d New Installation(No system previou3ly Installed) O Rofrigorotioa ❑ Extension or add-on to existing system ❑ Other.—Specify_ O Coolie towel: Gpedty 9�,nt• _ O Foe eprixUan: Number of heap O Elevate. O Mealift O Escalator (numbor) THIS SPACE FO 13 Geeotrao Purm"` (number) R OFi10E DSII ONLY (Roeelwd) O We (aumbar) Remarks O LPG ceetaiaenu—. O UO&W Prouwe vocal O toaws Permit Approved by Dar. O Nor — Specify Permit Few , LIST ALL EQUIPMENT AM CDNDITIONWG AND REFRIGERATION RQUIMENT r Mtmber Vast. DwerlDtloa MOM dumber Manufacturer copsci) A ,,Q V CONDEN 0R , CITY OF ATLANTIC BEACH, FLORIDA APProwdby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_... IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. .1 ELECT ICAL FIRM: M&ltERELEGTRICI6NSIQNA FIEeJQUBNEYbM /tet . NAME,. tex_,44 G'SADDRE88: /� l.�l RFD BOX BLDO.SIZE BETWEEN: RES f ~ APT.( ) COMM.'( ) PUBLIC,( I INDUS.I 1 NEW OLD I I REW.I 1 ADDITION( 1 TRAILER I 1 TEMP.I 1 SIGNS I ) S0.FT. SERVICE: NEVN<o, INCREASE( 1 REPAIR l 1 FEE CONDUCTOR SIZE PS 0 COPPER f I ALUM MMLCIIOR BREAKER_J540 AMPS1_3w -;? /pvOLTl flACKWAY EXIST.SERV.SIZE AMPS __PHl. W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O•a0 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT d M.V. FIXED 0.100 AMPS. ovca APPLIANCES BELL TRANSF. AIR H.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: WHEAT Q.� ov MOTORS H.P. VOLTAGE PNS N0. 111.P. VOLTAGE PHS I �40 MWARTMUT SAF BW#M.D#NG I*Y OF ATLANTIC BEACH i E IT '1Nl ORMATt©I --_ .-.. Lo Ittl�`OI�'>CI�H . �...rr ... �. + rl> .. Numb+Wsr. E3212 Addre>� + LIEK;3ID)E fliIVE �; L idE IIC ATLANTIC REACH FLORIDA �223� � P ' t 'YP. LEt A ft CRIPTIOM ... r 1 Work. i ..rr.�_...r..�.Lot : icsnwr..r....r ProissC� e, �ILY sic► SEi.VA LIBIi) a I rtyr 1 Cede! O uk di ori tt ted Val Ct .flC} Itinviov". Cos; fir tall F 0:7"'o0 P� m � 5? .t 0 Addr rs�� 1476 LIBICBII3E ORIVE: jo Pith TM N 3IIC3LE AMIL . APPLICATION �FEES g "V,q ➢i A'd E UA. VE, IdAT II+iPACT" FEE 2233 O�=tIt}3 LOE F D� fR✓ � �0.'�a0.Y "Afr g.d 1AD01 "OAB�M.A,B, +t}.� } • w, .rr: A, `t�D ATI RAD7CO.,AtAB 5% 4 .C►0 I CAP I TAL IMPROVE .u.. a ... . _ � 0.60 ACD LI.E', FDA 3221CI HYDRAULIC, SHARE O .00 j :L 01 " TP 4 CR{ 8; p$jRZ0TTON SEG.ii. IMPACT .FEE $tD NOTICE,-ALL COJNCRIM 0014MS AND OTIN�GS MUST 8£IWSPIElG7 EIS►8�FOM PCIR1Mti� PEI; UO:ID S!X MONTHS ASTER DATE OF ISSUE BUILCING MATERIAL,.RUBBISH AND DBBR'S FROM THIS WORK MUST Ni BE PLACED IN PUBLIC S# E,AN'MUST�E CI I RED�U-P,AND HAULEDAWAYrBY EITHER CONTRACTOR,,,OR OWNER ��1, Rt TO C0MP LY. 1TH THE MECHANICS' . EN l.#�1VIr� RESULT �N , il p t? ERTY C3 IN R PAYING TWICE �� U1L�t.NG.1� '�tS�II�N`fS##� F7 ISSUED°ACCORDING TO APPf�(J1/ED PLANS WHICH ARE PART`OF THIS PERMfT AND SUEQECT'TO R�WC)C1111�f}N FIS ?LA K�14 OF APPLICABL"E P'OVISIONS OF LAW. A7.AI�ITIC BEACH BUILDING-DEPARTMENT 6 ator: IELfN Date: 4/201% 16 Reee pt;,. B : Tonal Paj t77 �0 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION. /U OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS PLUMBING CO, AND ADDRESS: P. 0. BOX 1,2-60*3 TELEPHONE NUMBER: (904) 772-0900 c - 0 19 19 4 STATE LICENSE NO: r TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES IN TALLED / SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS 'URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT:_ � ��" s $3.50 + $15.00 = $ ---------------------------------------------------------'------- INSTALLATION OF PLUMBING AND FIXTURE8 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 x I 815 'I ~, DEPARTMENT OR BUILDING CITY OP ATLANTIC BEACH { ,.. PERMIT YNP'O1 �TYC}E _---- LOCATOR INFoRMTI00 ---_-,...'.�_ rlrl t Atuz> a+ 81 +0 P Address: x.475 " I,INKt3IDE DRIVE Permit T rP+�,« I3D 1� IN13 14TL"TIC 'SERC , P`L4RIDA 32`233 : '1 ash of Work« N1 __-- ----.�-- LEOA1� PEBCRIPTION __ -__-_-- - le, I Cr�rt tr. Ty -WOOD Lot: 160 B1a,c�C« Bsction. ; >i+aposed Ux,ep I #LI°Lc� siP:. ItCI, € Q 3 C sd+ ubdivieion« SEI.VA LINKSID �ZstimiLted Vkiue� $75936>0I3 :. Prov.. +��st: . $0-.00 'f`C}tal $2723. 44 i , ii+:stt7 2 7,2 3.4'4 s r Aft ' / 7/94 I7 SIRI LE FAMILY RESIDIKNCE PER PLASN'";.� '�IEI� �- 1344 T ION, ATE �� A PERMIT $05.00 Add .. DINT DRIVE SOUTH WATER IMPACT: FEE 43t?.�0 - 32216fres ' A d yam. � �, � +,. 40 � bra p�y RA C 6—H.RiS• �y 5. 36 FORMATIr RADON �.rAi.�;. '�3q A'1"Ll .34 ' t t+ �: EA CAPITALS .IMPROVE. 325.00 � JACKS SLE, PL 32216 HYDR ULI+ SHARE $0-00 I I,3 + C 3 4 Typo: 54 CRt7S CONNECTION 3&.00 ' SEC.H IMPACT P'EE a , CID on ;NOTES':" i PAI a 011' OF ATLAWTIC 13C t NOTICE--gLL.CONCRETE FORM$AND FOOTINGS MU$T"BE INSPECTED BEFORE POURING;, PERMITY011) F#S SIX MONTH, AFTER DATE OP ISSUE 6UI�CING MATERIAL,RUBBISH AN DEBRIS FROM THIS WORK MUST NOT SEPLACED IN PUBLIC.SPACE,AND MUST 8E Efl UP AND'HAULED AWAY'BY EITHER CO TRACTOR OR OWNER,, ' . WITH THE MEc AN + s 1. EN .�►w CAN E►ULT . l .PIC "P'E�'Ql l�to " ►1fINC TWICE F ri ��'1 a 1NG it 1.P C E Et1"t" ' 8 DING TOAF�PRO ED PLANS WHICH ARE PART: } ."THISPERMIT.ANDUS,tECT TO,,REVOCATION FO 3tA #ONOF�AP#UGA&LE f�RCISONSOF.LAW. � TICACH E�UILDING D, ART NT ' ``°7e) V A .. '' a CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address / (-S � /-.,"U k l PAT- C�-- /� y Date_ ?Z- 6 Heated Square Footage /S-K3 @ $5�� per sq ft = $ 6022 3 80 Garage/Shed �/ @ $ t -�Lxper sq ft = $ . Carport/Porch @ $ �/- 00 per sq ft = $ y3 Deck c� @ $ per sq ft = $ Patio o @ S ° 0D per sq ft = $ 32.41. TOTAL VALUATION: s72 ,364 Total Valuation 1st $ =64- ,000 ,4/2, 36 6 / 72. ,, - $ 172, Remaining Value S per thousand or portion thereof TOTAL BUILDING FEE S •° + 1/2 Filing Fee $ °6 ( I ) Fireplaces @ $15.00 $ � - BUILDING PERMIT FEE $ 4,43 .b� WATER IMPACT FEE $ 53a, c�O SEWER IMPACT FEE $ d- WATER METER/TAP $ CAPITAL IMPROVEMENT SEWER TAP $ C Q-2(7) RADON (HRS)0e $ 5 > (f, `f) RADON (CAB) $ r SECTION H PAVING ( ) $ HYDRAULIC SHARES $ —� CROSS CONNECTION $ (t24?) SURCHARGE .0050 $ i o OTHER $ GRAND TOTAL DUE $ � �q o o,2 d ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New . Electric/Temp ;SwimmingPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITT OF ATLANTIC 11f Pi0KIT L/ 7,6 , Date_ '& 5 Heated Square Footage /3 IVY g. ,� 40 p*r sq ft = $�� Garage/Shed .392- 4 $ 141- '00 per aq ft a $_ Carport/Porch Z.._$ $ / per sq tt a $ G Deck 0,. _,g $ per aq ft a $ Patio �_� i /l 00 per aq ft a $ TOTAL VALUATION t S Tod valuation lat c g _ Rema Hing Valw per t owow!► d portion, thereof TOTAL BUILDING 122 S ♦ 1/2 filing Pee $ / (1 ) Fireplaces • $15.00 $ /r.09 BUILDING ?XNKIT 722 $_,., NATRR IMPACT 7112 $_ _ y� i' BIXRR IMPACT FIR NATU MWZR/TAP $ _ cam CAPITAL IMPROVOWNT $ s •o SWZR TAP 7- (/3V-1) RADON (XRS) .0030 $ NNCTION • PAVING ( ) $ RYORAULIC /NARW $ C20815 CON1111CTION $ •o 0 03") SURCNARG2 .0030 $ W�2- 07N11R $ ORU0 2VM D®! $ r,+6 4y ADDITIONAL PERMITS OR FUS: Necbattical__,_,__; Plumbing E 1 ect r i c/New__..21 ect ric/Temp ,_,_;awimingpoo 1 Septic Tank.; Noll,; sign,,_�finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTIS: p 'RDPERTY .pESCRIPTION CITY OF r'�tl�st�c �cac! - �Eozcda - 11994 716 OCEAN BOULEVARD .at 0_1!�^�j__81ook 1-------- ection I---- P.O.BOX 25 I ` and Zoning ATLANTIC BEACH.FLORIDA 32233 aubdivieions �' 1utOding TELEPHONE 4041249-2J95 street Name t -� \ N t� S ti DESCRIPTION OF WORK sr Address:___`_--______-__ If in a FLOOD HAZARD 'load Zones___A---------area complete page 3. Brief t t S Descriptions -----` E p�`�A___P Class of Works (Nev/Remodel/Addition)-- ---- :ONING INFORMATION Type of a tk t` � Constructions'-'t------ ----- S zoningProposed istriet:----_---_Uees__,,M.__�.,---N.._..-_.. Estimated Value N---—------------- :xceptions or Materials s_ -C_J C? ;•_ ariances Oranteds_-- __,:___-__..._.. Solid or Filled ... ... ...--�... .-- Grounds oofs OWNER INFORMATION Method of Nesting:cr[ . Property Ovners_L_` F - e LLLC-1=----------------- Phones- ,--------- Mailing Address_ - - -..-_ .. -.. .. ------ p CONTRACTOR INFORMATION Contractors _�_P - P -- J �----------- Phan*s -7 ----------- I Mailing - �- �JI^ rJ Zipt- ,_� LAicense Numbers-- --�h Expiration Date$-------------- I NCR69V CCRTIFY THAT I NAVi RfdW AND CKANINEO T11I9 APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRICT. ALL PROVIAItllls Or TNR LAWN AND OROINANCE9 OOVERNINO THIS TYPE OF WORK WILL /C CONPLIEO WITH$ WNRTN= WICClfItO NNRtIN OR NOT. THE GRANTING OF A PERMIT DOCS NOT PRC:URC TO � v w asvC AUTHORITY TO VIOLATs OR CANC L THC PRov2sloN: of ANY FEDCRAL, STATE OR LOCAL RULr5. RtoULATIONs• 011DINANCRs� OR LAWS IN ANNCR, INCLUDING TUC OOVtRNINO OP CONSTRUCTtOM OR THE PCRFORNANCC OF CONSTRUCTION OP TNC /EC 1 UNOtRSTANO THAT TNC iSSUAMCE OF THIS PERRIT s5 ��`��•,�`�. CON IMOCRT UPON TUC ASOVC INFORNA ON NCI E AND COMACCT AND THAT TUC PLAMS ANO SUPPORTIMG t DATA HAVC SCCO OR SNALL• 89 PROVI AN RE .4e �+ , W iii '• Ovner Signature -- --------Datar_----------- ---- Contractor Sips*rture-------- -------- ----Date r 1--�- >i 4 4 1 w; b • • DOM yV D i C HC S C? ' ' , 3',-�li "q 1"P Conte t. T- ioe AOOREss / �1 / MPIETED + " 2_ 1 P z Qgs ti' S' NO' BEEN Cp Shop bePURG ; w lk Mpg HAS or correca�cepted THIS additions -Et'x t' d� vall it The following the lob`�'�ill be �� imps V;m '` first mode be Total Fie Amount 'Plaid Dater110� elf 04 Addr A �-- A $0 04 00 4.ao_ Fd '$0.00 0.00 CTES: f or other Persons, rth Builds ring, lotho, stove Coniroctor, ork with 410o a to PP re only ort of thew omPle tim It 1s unlowf se 1Or be CO a p�oPer Pnspector hos hod L 7�Building cover or cc .o1 u^t1l t 1�� fromf I of other moter have been meds, re in office Iloilo^• pgING the Inst° Field Inspec F'Sday P.0 additions or corrections for inspectioMondaY throu9 After an pepartmtot aK oT�cE--�►LL coarcT� y � PERI PpINt PEN 3Ui�.pt�iG MATERIAL,RUSBiSH aN[3 DEE e-� 14010 HAULM BAIL _.. „v euBLIC SPADE,AND MUST BE "CLEARED U 'ANCA HAULED AWAY B' EIT! ` PRESS _ r=FA �u�E TOCOV. �"Y T14 THE, �11ECHANIC't�' �� A� RESUL.T IN Tl E � ftWi V f .li `' A'1!"NO TW1t FflR; 'UiL 111 ' '..,Y/1 MENT& 777 7 "ISWE1 ACCORCStNt T4 APP 3C V C1 PLANS WHIC14 ARB PART CIS THIS PERi�41 #ND:SUBJECT To .REtIQGATtCTN FOR VIOLATION©F''APPLIC:ABLE PROVISIONS'OF LAW. tL IND D ART NT O 6NJ+�►C b4 .4Q i4 . ATLANTIC B H BU O 6/01/34 {It7777-777 �s y. :. CITY OF 4&44&C 13444-4 Office of Building Official f' REQUEST FOR INSPECT ION C Date_ Permit o. " Time 9 Received Job Address jLocale Owner's Name Contractor _ BUILDING ONCRETE `� ELECTRICAL PLUMBING MECHANICAL Framing mooting Rough Wiring ❑ Rough Air Cond. & Re Roofing Sla Temp Pole Top Out Heating Insulation ❑ Linte! r'ina! Sewer Fire Place Pre Fab READY FOR INSPECTION A.M Mon. Tues Wed. Thurs. Friday ,�^ A.M. Inspection Made _L_ L_ ___________ ___—_ __P.M. Final Inspection ✓� Certificate of Occupancy f r,-,rte CITY OF + Office of Building Official REQUEST FOR INSPECTION o V pate Permit No. Time �1 A Received P. 76 Job Address Locality Owner's Name _Contractor L•/ BUILDING CONCRETE ELECTRICAL MECHANICAL Framing Footing = Rough Wiring5,:�PL�UMBING Air Cond. & Re Roofing - Slab -= Temp Pole Top Out ❑ Heating Insulation D Lintel Final C, Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. . Friday A.M. Inspection hladc —__—__P.M. Final Inspection i Certificate of Occupancy I n-,« R1 MAN cm%.PRINTING Q N N notice of �ummencement •-{ t►OAMIi IN DU►LIGATq L•, QJ To whom it may concern: .i > The undersigned hereby informs you that improvements will be made to certain real property, and in p accordance with section 713.13 of the Florida Statutes, the following information is stated !n this NOTICE X OF COMMENCEMENT. Description of property R According to plat thereof recorded in plat book � pages ------------------------------------------------------•-------------•.--------____ _��._--------------. of the current public records of Duval County Florida. 0 General description of improvements sa Construction of Single Family Residence with Garage on concrete slab A ------------ ---------------------------------------------------------------��.�..�..---------------- Centex Real Estate Corporation Owner ---------------------------------------------------------------------------------------------------- a 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------- Fee Simple p Owner's interest in site of the improvement ----------_______________________ _____.Fee Simple Title holder (if other than owner) -------------------------------_____-__________________-_____. N Name C Address r0 w same as owner Contractor ----------------------------------------------- ------------------------------------------------ 15 Address ------------------------------------------------------------------------------------------------ Surety (if any) -------------------------------------------------------------------------------------------- aAddress -----------------------------------------------------------.---- Amount of bond$-------------- 3 Name and address of any person making a loan for the construction of the improvemestts. 4 Name ----------------------------------------------------------------------------------------------------- Address ----------------------------------------- ------- --------------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Arthur Day Name ----------------------------------------------------------------------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ------------------------------------------------------_��.._��__ ��-----• In addition to himself, owner designates the following person to receive a copy of the 'ienor'a Notice as provided Ln Section 713.06 (2] [b], Florida Statutes. (Fill in at Owner's option). Name -------------------- __,._---------- - -------------------------- Address ------ ----------- ------- -- � -- i t I' i FL OODP4.AYN DEVELOPMENT INFORMATION Type of Develepmentt Flood Zone i- IL-��N�rMMN Requtred Lowest Floor Clevatim 1f building is located within a flood hazard zone, a survey aunt be made, AFTER THE SLAB HAS 2q'r1i POURED, certifying that the LOWEST FLOOR ELCVATXCN is equal to or above the base flood elevation established for that sone,. No final inspection will be sada and no oerliticate of occupancy will be issued until the survey is on "Stie with the Building Department, COMMENTS: Applicant Acknowledgements Z understand that the issuance of this permit is contingent upon the • above information being correct and that the plans and supporting data have been or shall be provided as required. Z agree to comply with all applicable provisions of Ordinance No# 25-7-11 and all other laws or ordinances affecting the proposed develop Date _q Applicant's Signatur .. -- -r-_---: .i Department Use Required Lowest Floor Elevation _ ---------- As Quilt Lowest Floor Elevation _ -------- -- Survey Filed with Building Department _--,,_----r- Building Department Representative page 3 Department of Community Affairs SN: 1234 `FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method: A NORTH PROJECT NAME : Lot 160 Selva Linksi : BUILDER : Centex AND ADDRESS : 1476 Linkside Dr ; PERMITTING ; CLIMATE Atlantic Beach . Fla : OFFICE : Atlantic Bea ; 70NE : 1i _i 2 ! 3i ._i OWNER: Centex ; PERMIT NO . ; JURISDICTION NO .261100 CK 1 . New construction or addition 1 . New Construction . 2 . Single family detached or Multifamily attached 2 . Single--Family 3 . If Multifamily--No . of units 3 . 0 4 . If Multifamily , is this a worst case ( yes/no ) 4 . 5 . Conditioned floor area ( sq .ft . ) S . 1344 .00 6 . Predominant eave overhang ( ft . ) 6 . 1 .00 7 . Porch overhang length ( ft . ) 7 . 0 .00 8 . Glass area and type : Single Pane Double Pane a . - Clear Glass Ba . 0 .Osgft 138 .90sgft .._ b . Tint , film or solar screen 8b . O .Osgft O .00sgft 9 . Floor type and insulation: a . Slab on grade ( R-value , perimeter ) 9a .R= 0 .00 , 147 .00 ft 10 .Net Wall type area and insulation: a . Exterior : 2 . Wood frame ( Insulation R--value ) 10a--2 R=11 .00 , 944 .00sgft__ b . Adjacent : 2 . Wood frame ( Insulation R--value ) 10b-2 R=11 .00 , 149 .00sgft 11 .Ceiling type area and insulation: a . Under attic ( Insulation R-value ) 11a .R=30 .00 , 1344 .00sgft 12 .Air distribution systems a . Ducts ( Insulation + Location ) 12a . R= 6 .00 , uncond 13 .Cooling system 13 . Type : Central A/C __ SEER: 10 .00 14 .Heating System : 14 . Type : Heat Pump HSPF : 6 .80 15 .Hot water system : 15 . Type : Electric _ EF : 0 .88 16 .Hot Water Credits: ( HR-Heat Recovery , 16 . DHP-Dedicated Heat. Pump ) 17 . Infiltration practice : 1 , 2 or 3 17 . 2 18 .HVAC Credits ( CF--Ceiling Fan , CV-Cross vent , 18 . CF HF-Whale house fan , RB-Attic radiant barrier , MZ-Multizone ) 19 .EPI ( must not exceed 100 points ) 19 . 98 .05 _- a . Total As--Built points 19a . 26078 .03 b . Total Base points 19b . 26597 .96 --------------------------------------------------------------------------------- -------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu-- covered by this calculation indicates dation are in compliance with the compliance with the Florida Energy Florida Energy Code . Code . Before construction is completed this building will be inspected for PREPARED BY : ; compliance in accordance with Section DATE: 553 .908 F .S . I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT : ; BUILDING OFFICIAL : DATE: \ - ; DATE : ENERGY GUIDE For detailed .=information of the ERI rating number or for any ITEM listed , ask your Builder for ERIµ 98 .0 DCA Form 60OA-93 or Form 60OB--93 0 10 20 30 40 50 60 70 80 90 100 _______...._.___.____.._--_----___...__________X- The maximum allowable ERI is 100 . The lower the ERI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT" WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear -------------X__--___ � INSULATION . . . . . . . . . . . . . . . . . . R-10 R--30 Ceiling R-Value . . . . . . . . . 30 .0 --------- ___ __.____X R-0 R-7 wallR-Value . . . . . . . . . 11 .0 I ...___...,..._......__.._......__,,._._- R--O R-19 Floor R-Value . . . . , , . . . 0 .0 -------------------- AIR CONDITIONER . . . . . . . . . . . . . 10 .0 SEER 17 .0 SEER . . . . . . . . . . . . . . . . . . . . . . 1n .0 -------------------- SEER � HEATING SYSTEM . . . . . . . . . . . . . . 6 .8 HSPF 12 .0 Electric HSPF . . . . . . . . . . . . 6 .8 : X-------------------- � WATER HEATER . . . . . . . . . . . . . . . . 0 .88 0 .96 Electric EF . . . . . . . . . . . . . . 0 .88 A---_____.___-__-..._.,____- 0 .54 0 .90 GasEF . . . . . . . . . . . . . . 0 .n0 I __._.,._,._.��_.________...___ � 0 .40 0.80 SolarEF . , . . . » , . . . . . . . __-____._--___--____-- OTHER FEATURES . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Address : L\ Signature : ate : C i t y f 7 i AV \._ k-- ,ax77-\ y_ /Won �'V Florida Energy Code for Building Construction -- 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN : 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME : Lot 160 Selva Linksi ; BUILDER: Centex AND ADDRESS: 1476 Linkside Dr , PERMITTING ; CLIMATE: Atlantic Beach . Fla , OFFICE : Atlantic BealZONE : 11 _; 21 _, 3 OWNER : Centex ; PERMIT NO . ; JURISDICTION NO .261100 CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily--No . of units 3 . 0 4 . If Multifamily , is this a worst. case ( yes/no ) 4 . 5 . Conditioned floor area ( sq .ft , ) S . 1344 ,00 6 . Predominant eave overhang ( ft. , ) 6 . 1 .00 7 . Porch overhang length ( ft . ) 7 . 0 .00 8 . Glass area and type: Single Pane Double Pane a . Clear Glass 8a . O .Osgft 138 .90sgft b . Tint , film or solar screen 8b . O .Osgft 0 .00sgft 9 . Floor type and insulation : a . Slab on grade ( R-value , perimeter ) 9a ,R= 0 .00 , 147 .00 ft 10 .Net Wall type area and insulation: a . Exterior : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 944 .00sgft b . Adjacent : 2 . Wood frame ( Insulation R--value ) 10b-2 R=11 .00 , 149 .00sgft 11 .Ceiling type area and insulation: a. . Under attic ( Insulation R--value ) l la .R=30 .00 , 1344 .00sgft 12 .Air distribution systems a . Ducts ( Insulation + Location ) 12a . R= 6 .00 , uncond 13 .Cooling system 13 . Type: Central A/C SEER: 10 .00 14 .Heating System : 14 . Type : Heat Pump HSPF : 6 .80 15 ,Hot water system: 15 . Type: Electric EF : 0 .88 16 .Hot Water Credits: ( HR--Heat Recovery , 16 . DHP-Dedicated Heat Pump ) 17 . Infiltration practice: 1 , 2 or 3 17 . 2 18 .HVAC Credits ( CF--Ceiling Fan , CV--Cross vent , 18 . CF HF--Whole house fan , RB-Attic radiant barrier , MZ-Multizone ) 19 ,EPI ( must not exceed 100 points ) 19 . 98 ,05 a . Total As-Built points 19a , 26078 .03 b . Total Base points 19b . 26597 .96 ___-_____________-_______-________-_____w_w_________________________M.._______-_ _...___________-w_____________________-_________________-______..____________-___u_ I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . Code . Before construction is completed �✓ this building will be inspected for PREPARED BY: ; compliance in accordance with Section DATE: 553 .908 F .S . i I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT : ! ' BUILDING OFFICIAL : DATE, \ - ; DATE : ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST * COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE 41 606 . 1 COMPLY WITH ALL. INFILTRATION PRESCRIPTIVS . ---------------------------------------------------------------------------------- Windows 606 .1 Maximum of 0 .34 CFM per linear 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 . ..w__.w._-_-___-______...____________-___-___---_-________-______-__-___-_-_____:-_____ Exterior .joints 606 . 1 To be caulked , Basketed , weather-stripped or other- & Cracks wise sealed . PRACTICE #2 606 . 1 COMPLY WITH PRACTICE 01 AND THE FOLLOWING: __________-_____-_-____-_______..✓_...____--__-__-_...________...w__-___..._______-_._.-__ Exterior Walls 606 . 1 Top plate penetrations sealed . Infiltration barrier & Floors installed . Sole plate/floor joint caulked or sealed . ______......_______-___...______________..__-____-___-__w___-____..._____-__-________-_____ Exterior Walls 606 .1 Penetrations , joints and cracks on interior surface &Ceilings caulked , sealed or Basketed . wr____...__________-__..._____...._____-___-_..____-_____________________________w..-_____._ DuctWork 606 . 1 Ductwork in unconditioned space must be sealed . -___-____-____-____..._w____-___________________w.._______________---___-___-______- Fireplaces 606 . 1 Equipped with outside combustion air , doors and flue dampers . - ----TWM- Exhaust Fans 606 . 1 Equipped with dampers . Combustion devices see 606 .1 .A .2 . - - -VW Combustion 606 .1 Combustion space and water hea..tingsystemsprovi.ded Heating with outside combustion air , except direct vent appliances. w - ** OTHER PRESCRIPTIVE MEASURES ( must be met or exceeded by all residences . ) ** w Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-11 . Switch or clearly marked circuit breaker ( electric ) or cutoff ( gas ) must be provided . External or built-- in heat trap required . ~ Swimming Pools 612 . 1 Spas and heated pools must have covers ( 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 . ...__________________w___w_____-______._-____--__-_______.._____________-_-___..._-___ Shower" Heads 612 . 1 Water flow must be restricted to no more than 3 gal-- Ions per minute at 80 PSIG . - µ - Air Distribution 610 . 1 All ducts , fittings , mechanical equipment andplenum 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 . - - -wWw- HVAC Controls 607 . 1 Separate readily accessible manual orautomatic thermostat for each system . ----------------------------------- - - - - WM- Insulation 604 . 1 Ceilings minimum R-19 . CommonWalls - FrameP-�11 ©r 602 . 1 CBS R-3 both sides . Common ceiling & floors R-11 . Department of Community Affairs SN : 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA--93 Residential Whole Building Performance Method A NORTH PROJECT NAME : Lot 160 Selva Linksi ! BUILDER: Centex AND ADDRESS: 1476 Linkside Dr ; PERMITTING ; CLIMATE Atlantic Beach . Fla ; OFFICE . Atlantic Bea ; ZONE : 11 _; 21 _; 31K ' OWNER: Centex ; PERMIT NO . ; JURISDICTION NO .261100 CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily--No . of units 3 . 0 4 . If Multifamily , is this a worst. case ( yes/no ) 4 . 5 . Conditioned floor- area ( sq .ft . ) 5 . 1344 .00 6 . Predominant eave overhang ( ft . ) 6 . 1 .00 7 . Porch overhang length ( ft . ) 7 . 0 .00 8 . Glass area and type: Single Pane Double Pane a . Clear Glass 8a . O .Osgft 138 .90sgft b . Tint , film or solar screen 8b . 0 .Osgft 0 .00sgft 9 . Floor type and insulation: a . Slab on grade ( R--value , perimeter ) 9a .R= 0 .00 , 147 .00 ft 10 .Net Wall type area and insulation: a . Exterior : 2 . Wood frame ( Insulation R--value ) 10a-2 R=11 .00 , 944 .00sgft b . Adjacent : 2 . Wood frame ( Insulation R-value ) 10b--2 R=11 .00 , 149 .00sgft 11 .Ceiling type area and insulation: a . Under attic ( Insulation R--value ) lla .R=30 .00 , 1344 .00sgft. 12 .Air distribution systems a . Ducts ( Insulation + Location ) 12a . R= 6 .00 uncond 13 .Cooling system 13 . Type : Central A/C SEER: 10 .00 14 .Heating System: 14 . Type : Heat Pump HSPF: 6 .80 15 .Hot water system: 15 . Type : Electric EF : 0 .88 �W 16 .Hot Water Credits : ( HR--Heat Recovery , 16 . DHP-Dedicated Heat Pump ) 17 . Infiltration practice: 1 , 2 or 3 17 . 2 18 .HVAC Credits ( CF-Ceiling Fan , CV-Cross vent , 18 . CF HF-Whole house fan , RB-Attic radiant barrier , MZ-Multizone ) 19 .EPI ( must not exceed 100 points ) 19 . 98 .05 a . Total As-Built points 19a . 26078 .03 b . Total Base points 19b . 26597 .96 _.,.______________.._-_-_w____-_._____-_...___-__...-__-_.._-______________-_w_w_w__..-_- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the pians and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the ; compliance with the Florida Energy Florida Energy Cade . Code . Before construction is completed this building will be inspected for PREPARED BY : / compliance in accordance with Section DATE : _ ; 553 .908 F .S . I hereby certify that this building is in compliance with the Florida Energy Code . E� µ OWNER/AGENT : � � BUILDING OFFICIAL : DATE: DATE : SUMMER CALCULATIONS BASE =__ __- AS--BUILT GLASS____._______...___ � ORIEN AREA x BSPM = POINTS ; TYPE SC ORIEN AREA x SPM x SOF M POINTS N 80 .40 65 .8 5290 .3 ; DBL CLR N 15 .0 38 .3 .93 536.2 DBL CLR N 42 .0 38 .3 .93 1501 .4 DBL CLR N 11 .7 38 .3 .93 418 .2 DBL CLR N 11 .7 38 .3 .93 418 .2 E 9 .00 65 .8 592 .2 DBL CLR E 9 .0 79 .7 .94 676 .7 S 28 .50 65 .8 1875 .3 ; DBL CLR S 24 .0 66 .2 .90 1428.2 DBL CLR S 4 .5 66 ,2 .90 267 .8 W 21 .00 65 .8 1381 .8 DBL CLR W 15 .0 79 ,7 .94 1127 .8 DBL CLR W 6 .0 79 .7 .94 451 . 1 . 15 x COND . FLOOR I TOTAL GLASS = ADJ . x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS ; POINTS -------------------------------------------------------------------------------------- .15 1 ,344 .00 138 .90 1 .451 9 , 139 .62 13 ,265 .28 6 ,325 .47 NON GLASS__w_________ AREA x BSPM = POINTS ; TYPE R--VALUE AREA x SPM = POINTS WALLS__________-___-_ r r Ext 944 .0 .9 849 .6 ; Ext Wood Frame 11 .0 944 .0 1 .70 1604 .8 Adj 149 .0 .7 104 .3 ; Adj Wood Frame 11 .0 149 ,0 .70 104 .3 DOORS__._._____________ � Ext 21 .0 6 .1 128 .1 ; Ext Insulated 21 .0 4 . 10 86 . 1 Adj 18 .8 2 .4 45 . 1 ; Adj Wood 18 .8 2 .40 45 .1 CEILINGS------------- UA 1344 .0 .6 806 .4 ; Under Attic 30 .0 1344 .0 .60 806 .4 r FLOORS--______________ Slb 147 .0 -37 .0 -5439 .0 ; Slab-on-Grade .0 147 .0 -41 .20 --6056 .4 INFILTRATION-------------- � 1344 .0 8 .0 10752 .0 Practice #2 1344 .0 8 .00 10752 .0 TOTAL SUMMER POINTS 20 ,511 .80 14 ,167 .79 TOTAL x SYSTEM - COOLING TOTAL x CAP x�DUCT�x�SYSTEM�x.�CREDIT�= COOLING SUM PTS MULT POINTS ; COMPON RATIO MOLT MULT MULT POINTS ----------------------------------------------------------------------------------- 20 ,511 .80 .37 7 ,589 .37 ; 14 ,167 .79 1 .00 1 . 100 .340 .860 4 ,556 .93 WINTER CALCULATIONS RASE =__ __= AS-BUILT GLASS--..._., ..._._..._..___..._..,__ ORIEN AREA x BWPM = POINTS ; TYPE SC: ORIEN AREA x WPM x WOF = POINTS ___-___________w____________-_____w_-_-_-_..._-______________-___-_____-._-____-___ N 80 .40 --10 .6 -852 .2 ; DBL CLR N 15 .0 7 .3 1 . 10 120 .3 DBL CLR N 42 .0 7 .3 1 . 10 336 .9 DBL CLR N 11 .7 7 ,3 1 , 10 93 .9 DBL CLR N 11 .7 7 .3 1 . 10 93 .9 E 9 .00 -10 .6 -95 .4 ; DBL CLR E 9 .0 --9 .2 .83 --68 .9 S 28 .50 -10 .6 -302 . 1 ; DBL. CLR S 24 .0 --28 .4 .96 -651 .3 DBL CLR S 4 .5 -28 .4 .96 -122 . 1 W 21 .00 -10 .6 -222 .6 ; DBL CLR W 15 .0 -9 ,2 .83 -114 .8 DBL CLR W 61 .0 --9 ,2 .83 -45 .9 . 15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS - ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS ; POINTS .15 1 ,344 ,00 138 .90 1 .4S1 -1 ,472 .34 -2 , 136 .96 w--3S8 .16 NON GLASS--__--------- AREA x BWPM M POINTS ; TYPE R- VALUE AREA x WPM = POINTS -------- WALLS---------------- Ext 944 .0 2 .2 ' 2076 .8 , Ext Wood Frame 11 .0 944 .0 3 .70 3492 .8 Adj 149 .0 3 .6 536 .4 ; Adj Woad Frame 11 .0 149 .0 3 .60 536 .4 DOORS__-.___..__....-.,._-___ Ext 21 .0 12 .3 258 .3 ; Ext Insulated 21 .0 8 .40 176 .4 Adj 18 .8 11 .S 216 .2 Adj Woad 18 .8 11 .50 216 .2 i CEILINGS--------- --------- UA 1344 .0 1 .2 1612 .8 ; Under Attic 30 .0 1344 .0 1 .20 1612 .8 FLOORS_.__ Slb 147 .0 8 .9 1308 .3 ; Slab-on-Grade .0 147 .0 18 .80 2763 .6 INFILTRATION------------- � 1344 .0 7 .4 9945 .6 ; Practice #2 1344 .0 7 .40 9945 .6 TOTAL., WINTER POINTS 13 ,817 .44 18 ,385 .64 TOTAL x SYSTEM - HEATING ; TOTAL M xWCAP�x�DUCT^Nx�SYSTEM x�CREDIT =HEATING WIN PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS -- _-______-_____-___..______-______-_____-.___-_-___.....,,-____________-_______w_____ 13 ,817 .44 .55 7 ,599 .59 ; 18 ,385 .64 1 .00 1 .100 .500 1 .000 10 , 112 . 10 M WATER HEATING BASE =-_ = AS-BUILT NUM OF x MULT TOTAL ; TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS ; RATIO MULT _________________-_________w__..._....__.,_______-_________..___________-_w_____________ 3 3803 .0 11 ,409 .00 40 .88 1 .000 3803 .0 1 .00 11 ,409 .00 SUMMARY BASE = - -- = AS-BUILT =- COOLING HEATING NOT WATER TOTAL ; COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINT'S + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 7589 .4 7S99 .6 11409 .0 26 ,S97 .96 ; 4556 .9 10112 . 1 11409 .0 26 ,078 .03 * EPI = 98 .05 SERIAL # 1234 * RESMANUJ( c ) WHOLE HOUSE HEAT GAIN I HEAT LOSS CALCULATION USING EP192--FLA/RES( c ) DATA FILES ( BASED ON A .C .C .A . MANUAL J - SEVENTH EDITION ( c ) 1986 by A .C .C; .A . ) ........................................ .. CITY' 'A1:Atlantic kcBeach ,aC� xFla3 2 2 3� . ................... .....__._ t , i ...... _ ........._ .5....._ ................ _ ...... ..............._........_.......... ........... . 0W(vE_R..........:C.E3nt,e.X...............................................................................I................... 8 U_T.L D E R..........0-P.P..e'.x..._............................................................................._...... Conditioned Floor Area 1344 SF Climatic, Conditions & Design Conditions --------------------------------------------------------------------------------- Geographical Location : Florida Jacksonville __________-_______w.._----____...._...---_w.._-_...-...__--_-_-_-______-__-________.____._ North Latitude / Elevation ; 30 Deg . / 24 Ft . Above Sea Level Outdoor Winter Dry Bulb ; 32 Deg . F Indoor Winter Dry Bulb ; 70 Deg . F Winter ( Actual ) Temp .Diff . ; 38 Deg . F Winter Temp . Diff . ( wTd ) ; 40 Deg . F Outdoor Summer Dry Bulb ; 94 Deg . F Outdoor Summer Wet Bulb ; 77 Deg . F Outdoor Summer Humidity Ratio ; 114 Indoor Summer Relaltive Humidity ; 50% Indoor Summer Design Grains / Lb . ; 49 Indoor Summer Dry Bulb ; 75 Deg , F Indoor- Summer Wet Bulb ; 62 .3 Deg . F @ 64 Gr/Lb Summer Daily Range ; 19 Deg . F - L Summer ( Actual ) Temp .Diff . ; 19 Deg . F Summer ( User Sel ) Temp .Diff . ( sTd ) ; 20 Deg . F ----------------------------------------------------- ---------------------- * HEATING SUMMARY * * COOLING SUMMARY * SUBTOTAL 20515 .78 ; STRUCTURE SENSIBLE 9713 .939 MECH .VENT- 100 Cfm 2090 .00 SENS . + MECH .VENT 11803 .94 TEMP .SWING @ 3 DEG . 1 .00 ; OCCUPANT/APPLIANCE 3000 .00 DUCT LOSS 1025 .79 ; DUCT GAIN 1480 .39 TOTAL LOSS/BTUH 21541 .57 ; TOTAL SENSIBLE 16284 .33 ; TOTAL LATENT 7747 .50 20o OVERSIZE FACTOR 4308 .31 : 20a SENS .OVRSZE FTR: 3256 .87 ACTUAL + 20% OVERSIZE : 25849 .88 ; SENS . + 20% OVERSIZE. : 19541 .20 :* EQUIPMENT SELECTION * --------------------------------------------------------------------- EQT . MANUF . MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAt;E ( S )EER _,,,,CLG CFM HTG CFM �_ L G A D CALCULATION TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S__________________-________._-____._._____-____.___w_w___________-________ West Double Clr Grapes/Blinds 1 15 .00 435 .00 690 .00 West Double Clr Drapes/Blinds 1 6 .00 174 .00 276 .00 East Double Clr Drapes/Blinds 1 9 .00 261 .00 414 .00 South Double Or Drapes/Blinds 1 24 .00 696 .00 600 .00 North Double Clr Drapes/Blinds 1 15 .00 435 .00 240 .00 North Double Clr Drapes/Blinds 1 42 .00 1218 .00 672 .00 North Double Clr Drapes/Blinds 1 11 .70 339 .30 187 .20 North Double Clr Drapes/Blinds 1 11 .70 339 .30 187 .20 South Double Clr Drapes/Blinds 1 4 .50 130 .50 112 .50 Infiltration : Winter Htm ( 29 .4 ) x 138 .90 4083 .66 Infiltration : Summer Htm ( 7 .74 ) x 138 .90 1075 .09 Window Frame : Metal SUBTOTALS 1.38 .90 8111 .76 4453 .99 R-Value Area Loss/Btuh Gain/Btuh WA L L S----------------------------------------------------------------------- Wood Stud - Ext . 11 944 .00 3398 .40 2360 .00 Wood Stud w- Adj . 11 149 .00 536 .40 253 .30 SUBTOTALS : 1093 .00 3934 .80 2613 .30 D0 0 R S.________________________..________________________________.-__________-__ Insulated Core/Metal -- Ext . 0 21 .00 371 .70 109 .20 Solid Core/Wood -- Adj . 0 18 .80 417 .36 78 .96 Infiltration :Winter- Htm( 29 .4 ) x 39 .80 1170 . 12 Infiltration :Summer Htm( 7 .74 ) x 39 .80 308 .05 SUBTOTALS : 39 .80 1959 . 18 496 .21 CE I L I N G S__-__-___.___.____-_.________________________.._____..._..._-__-____...____._. Under Attic 30 1344 .00 1747 .20 2150 .40 FL 0 0 R S-----_..-_____-___-_________________...-_____-_.._______-_____._.....___________ Slab on Grade 0 147 .00 Lin .Ft . 4762 .80 000 .00 TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 20515 .78 14803 .94 0 014. 17 =► o p• cp � N M t0 to M tD W N O 4 to 11.50 11.00 M 11.00 •w'8'd «9Z .X3-13.3.3 g 1.'91•= M NIVIA 20L'2 .00'L£ 12'50 �- w otild 36.83 0.50 0 d 0'dd oJd � M N a N JN►oN3A {O.S 50.00 N � cD ;00N ;tZO ;00N ►1)h0n M) �.) QN ;tcD ;oQ 4 ;tto;o0 4 inh 0000 ••- .- N04NNNMMMMM ,t * `dgt40000c ww0cof". hhr"r-w w00o000U'► mmm 11 ii II II II 11 II II it II II ii II II II+ II II II II 11 II II II II II II II II 11 II 11 II II II 11 11 II 1! I! II !I it 11 II I! !! II d cVd d cV'd N [V-4M -4Nd i,4stiV 410-^4114--4104N�ti-2404 .t00.tN't2n .4Nt0d•2V .�tr 'ficV"d• •- •- M r- •- M •- •-M r .-M ,-r-M •-- r- M .- .-M r .- M .-•- M r- *-M r- r-M r r- M NNN MMM `�t � d 000 OWW hhh OO a0 o0 rn0)� OQO r r- r- m 7.5' 2Z. ApRON m Lj v< l D 1 7z 0 BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) ADDRESS: 1476 LINKSIDE DR. GRADE TYPE: A COMMUNITY:SELVA LINKSIDE SOD: 2744 Sq.Ft. LOT: 160 UNIT 2 7 PALLETS �� Homes DWG.: 1 6 0 5 L2 . D W G FENCE: 96 DATE: 03/24/94 FLATWK: 1029 NORTH FLORIDA DIVISION DRAWN BY:A.J.B. FNDTN. TYPE: MONO SCALE: 1"= 20.00' L4 C - - - - N ► ArpROVE{D N i of f�LAi�,1•. 5EACN I I''�gU1�D1NG O�FiGS p 61994 + --y l/IL fir. :cs%:foG i � A � M 1 I OD 4qD 4n fp pO G o :� � •C a� •C 'L C { _ ` 1 c �: 41 y+ t r N fpV : t ��d ,fit#`� • ' f L b ed of«at bwm adMm i R'S Tm Tom �?ICA!2f- , -9 6 v t Tataes tn7 be +a V tf o rpt 144 i 2X6-8 2X 18 o evyr 5 r-,jv I 4 X 18 ARM'S e►:....... ..... r� s E . CUSTOMER . _ JOS NAME _ 370S-5—,- -aa,- 72 70S—g- -= 641-07 SIR,* - i Tull ►LTE . lELpti� I�RtR 111 &L a mm• -• t + 11[11bM$T�pLL RK VM FS ` �trtQ 14nse110 tMtt trrtr lustcs; N . ........... ... CUSTOMER r- gc,-. JOB NAME TRM �F � _ n HANGER'S .�o- RUE.TRUSS . 641.0765 lHM:—TAUT'LME WE 2 X 6-H ON REWTTON Of LAYOUT 1 TRUSSES, ALL FRAMERS 1 2 X 18 ARE ADVTSECTO CALL TRUE TRUSS T0R �'�: °�"""a""""' • ' X IH „fine 16teucTiONs SUCK SETTIX or TRUSSEs:'�; :, ley ; • ' • �0 8� p�•o G tu d� i I 7= Z T Z H a n ^ w �944 _° ON an Ill u.► W _ I t � `'• by .r 6 8 � 624'0G ' � I IE 9L fie • S!8r t0�0� slg� - 15'-d'� -� •i 08-05-1993 S Z z E ANALY S = S Page 1 of 1 10:26:34 TRUS JOIST MacMILLAN (MAST siz-S1001) MARK I. ROSE (SO10D) Project Name: CENTEX HOMES - PLAN 13703 B Page Title: GARAGE DOOR HEADER ------ TJSizingTM v3.40 ---- Building Code NER ---------- Type of Sale Distribution ----- 1193040417 ---------- Application: Deflection Criteria (MR) Member Use............... HEADER Roof (non-snow load, LDL) LL Defl TL Defl Member Top Slope(fn/ft)... 0.000 Stress Level............... 1331 Span 1 L/240 L/160 Roof Slope(in/ft)......... 6.000 Live Load(psf)............. 30.0 Floor Decking............... N/A Dead Load(psf)............. 17.0 Repetitive Member Use....... N/A Partition Load(psf)......... 0.0 Reinforced Overhangs........ N/A SPECIAL LOADS: Live Load .Stress Dead Load Width Starting Point to End Add/Repl 1 UNIF(plf) 350 ,1331 220 111- 0.00' 51- 6.00' from Lt Repi 2 TRIAN(plf) 0/ 110 1331 0/ 75 51- 6.00' 0'- 0.00' from Lt Repl 3 CONC(lb) 1750 1331 1110 5'- 6.00' from Lt Add 16" TJI (R)/96 «�. .., 161- 6.00' ' ----------------------------------------------- S I Z E A N A L Y S I S -------------- ------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). Allowable product values shown are in accordance with current TJM materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJM Engineering. Design assumes adequate continuous support of the joist compression flange. Web stiffeners are required at bearing 1, 2; and special load 3 Maximum Design Allowable Control Shear(lb) 5253 5253 ( 5985 1141 RIGHT end Span 1 under 1331 stress TOTAL Load Moment(ft-lb) 24201 24101 < 26215 1091 MID Span 1 under 1331 stress TOTAL Load Live Defl.(in) 0.595 < 0.925 L/333 MID Span 1 under Live Load criteria Total Defl.(in) 0.971 < 1.100 L/204 MID Span 1 ander Total Load criteria Span 1 Max. Reaction Total(lb) 4414 5253 Live(lb) 2707 3223 Assumed Brg. Length(in) 3.00 3.00 Max. Unbraced Length(in) H Copyright t°) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI(") is a registered trademark of Trus Joist MacMillan. TJSizingTM is a trademark of Trus Joist MacMillan. TRUSS SPECIFICATIONS FOR CENTEX 3703 B & D The numbers listed below are a list of truss specifications for the project named above. These specifications are attached herewith and have been prepared under the responsible charge of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 2111-23. DRAWING NUMBER DATE DRAWING NUMBER DATE 14378 1of25 REV1 4- 8-1993 14378 2025 REV1 4-28-1993 14378 3025 REV1 4-28-1993 14378 40 25 REV1 4-28-1993 14378 50 25 REV1 4-28-1993 14378 6025 REV1 4-28-1993 14378 70 25 REV1 4-28-1993 14378 8025 REV1 4-28-1993 14378 9025 REV1 4-28-1993 14378 10025 REV1 4-28-1993 14378 11025 REV1 4-28-1993 14378 12025 REV1 4-28-1993 14378 13025 REV1 4-28-1993 14378 14025 REV1 4-28-1993 i��ttttt311tl�ttn� 14378 15025 REVI 4-28-1993 14378 16025 REV1 4-28-1993 �� . '• • �� 14378 17025 REV1 4-28-1993 •i��i 14378 18025 REV1 4-28-1993 14378 19025 REV1 4-28-1993 14378 20025 REV1 4-28-1993OF 14378 21025 REV1 4-28-1993iE. � 143 5 R 1 4- /sr' O R, �•G �•� 14378 23025 REVI 4-25-1993 ED 14378 24of25 REV1 4-28-1993 14378 25025 REV1 4-28-1993 41 LUNE +BER SMALL BE OF THE SPECIFIED MINIMUM GRADES. 51 COCTOR PLAIES 5HALL BE 11051ALL.ED SYNAEIRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED 10 BE CONTINUOIUSLY 131 INDICATES LATERAL BRACING MEMBER (ixI H1H 1 SPECIES. AND ON 19%MAXIMUM MOISTURE CONTENT, OR SUCH ]HAT THE JOINT BRACED BY EITHER 3/8" (MIN) PL+X000 SHEATHING. 1/2' 1A) INSTALLATION AIA ERECTION OF 7ME TRUSS. PERMANENT, AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USEU 5) TOP CnO+O SPL.ICES ARE HOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' O.C. (MAX). TEMPORARY BRACING SHOULD BE OONE IN ACCORDANCE MIT" FOR DESIGN ARE BASED on THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPL.10E. UNLESS NOTED OTHERWISE. CURIENT TPI BRACING AND ERECTION PUBLICATIONS. T IONAL DESIGN STAHDAROS PLIBL ISNEO BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 13A2. FHA 7C8 201A. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYIN THIS DESIGN CONFORMIS 10 CURRENT TPI DESIGN SPECIFICA- iORE51 PRODIUC T5 ASSOCIATION. 7251. BOCA FILE 06-125 BRACED BY EITHER 3/0" (MINI PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN 15 BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOAUING SHOWN (MUN.1 ORYWALL OR BRACING MEMBERS SPACED AT 16" P.C. DUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AIA USE SHALL COISOR/ (MAX). UNLESS NOTED OTHERWISE. 151 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DUPING SHIPPING ANO BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE MID-91 FOR RECO1 ENOATIONS C UT C n IDENTICAL LOAOING.AND CONFIGURA UQ[( -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. N 5-6-8 F 4-9-10---------------- 3-4-8 3-9-12 3-9-12 Max Height 5-6-3 37 PLF 12 6 f0 1510 ID L 133/ 136/ 650 1061 y 1 J 12 >XS3x6 5x7 y � 97I 1 16730 3590/ 29230 2570/ 26220 12590 78110 77931 (3.5175% (3.5174% / -w -- -- --- 715 PLF n 7x5 3110 9X6 7x7 Nv 5-6-6 4-9-fN0 3-4-8 3-9-12 N 3-9-1_2 Forces(L-R) P BUILDING TYPE: Enclosed Residential _ 21-4-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 557¢ B AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 One Half of 30-0-0 Trusses supported by Bot Chord Maximum deflection occurred at bottom joint #3. FASTEN EACH PLY TOGETHER KITH: 3 Members Required Maximum Live Load Deflection of .154' (2/16), Index-.217, (L/1662) TOP 16d Nails 12'0.C. Maximum Total Load Deflection of .242' (4/16), Index-.227, (L/1058) BOT 16d Nails 4 ?,C. WEB 16d Nails 12'D.C. — iD FASTEN AT OR NEAR ALL PANEL POINTS_ REV. 4-28-93 (WIND)Q — L= DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 214 $PEC GIRDER 7 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 B 6 D DATE: 18 Dec 1992 GRAND PRAIRIE. Tx 75051 6.4 OL TC 7 2X6 M1 OS SP - ) OF LAYOUT ID: (214) 660-3940 LATEAREA: -INC FOR STI. lL BC 0 WEBS _ 672 33.33 OL BC 10 2X4 63 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL. 4/ FXCFPf AS MAY NF NOTED 1/4 11 LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 COWECTOR PLATES SHALL BE IN5IALLEO SYW4-IRICALLY DH 101 ALL TENSION CTxx1D MEMBERS ASSUMED TO BE CONT1NgV5LY 131 19- INDICATES LATERAL BRACING MEMBER (f/A.111 1 SPECT ES.,_pD 19%MAA)MIM MOTS IURE CONTENT, OR SUCH THAT THE JOINT BRACED BY EITHER 3/8" (MINI PLYWOOD SHEATHING. 1 /2- 141 INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, AND s 15 OF HIGHER ALLOWABLE S/lE SS VALUES, ALL VALUES USEO BI TOP CHORD SPLICES ARE NOT PECOW4ENOED TO OCCUR (MINI ORYWALL OR BRACING MEMBERS SPACED 10' R t (M AxI. TEMPORARY BRACING SHOULD 811 DONE IN ACCORDANCE WITH FOP DESIGN APE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CL."ENT TPI BRACING AND EREC7ION PUBLICATI OHS. T ION DESIGN STANDARD PUBLISHED BY THE NA71ONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342, FHA TCB 2014, SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONYINUOUSLY151 THIS DESIGN CONFORMS TO CURRENT IPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 86-125 BRACED BY EITHER 3/B" )MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED HOOD TRU755E5 AND 21 TNT DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY BI THIS TRUSS HA BEEN DESIGNED FOR THE LOADING SHOWN )MIN I DRYWALL OR BRACING MEMBERS SPACED AT f6' R.C. DUALITY SI AMOARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES APE BASED ON AXIAL FORCES GLY. ON THIS DRAWING. INSTALLATION A140 USE SHALL CONFORM IMAM. UNLESS NOTED OTHERWISE. 15) NO MEMBER OF THE FOR MAY BE CUT OR MODIFIED IN ANY NAY. 4) CONNECTOR PLATE SIZ£S ARE CALLED OUT WIDTH IACROSS SLOTS) WITH TH15 OE SIGN 121 ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLINO CARE SHOULD BE TAMEN DURING SHIPPING AND BY IENGin (ALWNG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHCWTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HI8-91 FOR RECOMMENDATIONS C OFC Na[,rro coNFIGUPAT] -CONFIGURATION AND LOADING SPECT TED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. 5-7-4 5-0-12 5-0-12 5-7-4 RUN _..- _- ----�-_._-'--------- RUN f-5-14 1-5-14 74 PLF Max Height 5-8-3 12 6 375# 4. 12 3841 384# +� +� f97I f97r t D \ 71# 1371 1371 71# 975# 975# \/ 13.5138% 13.5138% 5x8 3x4 3x4 3x4 20 PLF 7-5-6 6-5-0 7-5-8 1-4-0 1-4-0 FDrce9 IL-R) 21-4-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 1311 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 639 * AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 5 Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .071' (1/16), Index-.1, (L/3606) Maximum Total Load Deflection of .112' (2/16). Index-.305, (L/2286) > REV. 4-28-93 (WIND),¢tt -- --- --- J CLARY OfVI5I0N PLATE TYPE: O.C. SPACING LOADING (PSP) TC LUMBER TRUSS: 214' COMMONS S ! ALPINE ENGINEERED PRODUCTS Inc2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1 loot S. GSM PKWY, v�2000 2-0-0 LL TC 30 -- -- OL TC 7 BC LUMBER PROJECT: CENTER 3703 B & 0 DANE: 18 Dec 1992 n GRAND PRAIRIE. Tx 75051 6.A _ _ 2X4 #2 N SP OF / (214) 660-3940 L Ai1FA - - -TND. �6R�TL LL BC 0 LAYOUT I0: 1 too OL BC 10 WEBS 2X4 M3 SP ADDRESS: E: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 SCALE: � I ENCS P7 4S MAY BF NOTED _. 3/16 11 LUMBER SHALL BE OF THE SPECIFIED MINIMUM WADES• 51 CONNECTOR PLATES SHALL BE 111STALLED SYM4ETRICALLV ON 10) ALL IENSION CHORD MEMBERS ASSUMED 10 BE CONTINUOUSLY t31 J" INDICATES LATERAL BRRCINr MEMBER (/xA MIN I SPECIES.'AND in MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8" (MIN) PLYWOOD SHEATHING. 112• JAI INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, AND ' IS OF HIGHEP ALLDNNAME STRESS VALUES. ALL VALUES USED a) TOP CHORD SPLICES ARE NOT RECCMHENDEO TO OCCUR (MIN) DRYWALL DR BRACING MEMBERS SPACED 10' o c (MAXI. TEMPORARY BRACING SHOULD BE DONE 114 ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE 1-IA- DIRECTLY ABOVE A BOTTOM CHORO SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC .342, FHA TCB 2014, SBCC III ALL COMPM55ION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY151 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE BE125BRACED BY EITHER 3/e" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FDR METAL PLATE CONNECTED 0000 TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES OA.r. 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MITI.) ORYWALL OR BRACING MEMBERS SPACED AT 16' 0 C. DUALITY STANDARDS FDR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS OPAW116 INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION, 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SNIPPING AN B+LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) 1M15 DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OR EPEC7ION OR TRUSSES SEE nIa-91 FOP PECOMINEtNDAit ONS [ P C7 T IDENTICAL LOADING-ANBD CONFIGUJ e112N, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. Phil R 4-7-8 N 4-4-8 3-4-0 H 4-4-8 4-7-8 — RUN 1-5-14 1-5-14 74 PLF Max Height 4-10-3 12 6 205/ 2B5# 12 6 D 5�5 _ X`S 3220 3221 J 4, dfi3 �� 1600 S60i Nn y y 86# 1220 122# 650 975# y750 (3.5)38x 13.51 38% 3x4 5x6 3x8 3x4 20 PLF 9-0-0 N 3-4-0 9-0-0 1-4-0 21-4-0 1-4-0 Forces(L-P) _ D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area 2q UPLIFT CONNECTION REQUIRED: 6N✓ ! * AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .071" (1/16). Index-.1, (L/3606) Maximum Total Load Deflection of .112' (2/16), Index-.105, (L/2286) _ M. 4-28-93 (WIND)Ndf G LADING (PSTC LUMBER CLARY DIVISION PLATE TYPE: O.C. SPACING TRUSS: 21'4' H-9 L / / , ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 tr2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSWAIR E.MY. BC LUMBER PROJECT: CENTEX 3703 EI & D DATE: IS Dec 1992 / •" GRAND PRAIRIE. ix 75051 6.4 OL TC 7 2X4 t12 N SP �OF� (214) 660-3940LAfE-ITREAt-- —INC._FOiSSTL LL BC 0 WEBS LAYOUT ID: - 244 OL BC 10 2X4 03 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: (TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 N LUMBER SHALL BE OF THE SPECIFIED MINIMA/GRADES, 51 CONNECTOR PLATES SHALL BE INSTALLED SYM4ETRICALY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINXx1SL.V 13) .0- INDICATES LATERAL BPACIt.G MEMBER (114 MIH I SPECIES, iAND 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT SPACED BY EITHER 3/8' IMIN) PLYM000 SHEATHING. 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, AND I OF HI GHEP ALLOWABLE STRESS VALUES, ALL VALUES USED 5) TOP CHORD SPLICES ARE NOT RECWW4ENDED 10 OCCUR (KIM) DRYWALL OR BRACING MEMBERS SPACED 10' o C. (MAX). TEMPORARY BRACING SHOULD OE DONE 1N ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF TME 14A- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS, TI OVAL DESIGN STANDARDS PUBLISHED 6Y THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342, FNA TCO NF 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLVI51 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 66-125 BRACED BY EITHER 3/8" (MIN.I PLYWOOD SHEATHING, 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN 15 BASED ON CLARY CON ECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN-) DRYWALL OR BRACING MEMBERS SPACED AT 16' o.c. DUALITY STANDARDS FOR TRUSSES. 31 COMME CIDA PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AMD USE SHALL CONFORM (MAXI. UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY NAY, 41 CONE CI ON PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AN BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS SIZEC IDENTICAL LOADING AND COHFIG"RAT -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONOING MUST BE MADE ANO IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. RUN 3-9-8 3-2-6 3-8-0 3-8-0 3-2-8 3-9-8 RUN 74 PLF f-5-14 1-5-14 Max Haight 3-10-3 12 6 254# 2710 2541 y y y 12 e 5 3x4 s X,04�11 24er 13 f 30 r 4. ^f \ y 1 n 4501 14640 14640 4501 T T m Pf 2681/ 26810 -_-- �_._---._.__.. 13.51301 )].5138% 3x6 axe 4x8 3x5 20 PLF 7-0-0 7-4-0 7-0-0 + 52W40 IOU# 1-4-0 1-4-0 21-4-0 Forces(L-P) D BUILDING TYPE: Enclosed Residentiat CODE: Standard Buitding Code (SBCC( 1991) WIND SPEED: 110 mph NEAR ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: G 39 g AT EACH SUPPORT. NET WINO PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint M3. 2 Members Required FASTEN TOGETHER WITH: Maximum Live Load Deflection of .083' (1/16), Index-.116, (L/3084) TOP 10d NAILS 12'O.C. Maximum Total Load Deflection of .129" (2/16), Index-.121, (L/1984) SOT 10d NAILS 11'D.C. WES 10d NAILS 12'0.C. _ FASTEN AT OR NEAR ALL PANEL POINTS. REV. 4-28-93�WINP) �e�.r oo NOT NAIL OR SOLT THROUGH TRUSS PLATES. 4 H-7 ALPINE ENGINEERED PRODUCTS Int V�000 2-0-0 LL TC g0 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - �Tl CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21* 1801 S. GSW PALMY. BC LUMBER PROJECT: CENTEX 3703 B G D DATE; 18 Dec 1999 GRAND PRAIRIE, TX 75081 6'4 OL TC 7 2X8 01 On 561 OF 12141 660-3040 PLATE"AREA:.,.-. '7ilC. FOA S'PL_. LL SC 0 WEBS LAYOUT IO: 332 DL 8C 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL. 473/16 EXCEPT AS MAY 8E NOTED 11 LL04DEP SMALL BE OF THE SPECIF LEO MINIMUM GRADES, 5) CONNECTOR RLAII� 5HAtL BE IUSIAIAEO SYM.(TPILALLY ON 101 ALL IENSION DRAM)MEMBERS ASSUMED TO BE COIITIt AIOUSLY 131 -0- INDICATES LATERAL SAAC114 MEMBER (114 MIN ) SPECIES.`ANO 19x MAAIWJM MOISTURE CONTENT, OR SUCH THAI THE JOINT BRACED 81 1.1 NIfR 3/8" (MINI PLYWOOD 5HEAIHIIIG, 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMA1*MT. AND IS OF NIGHER A LOWABLE STRESS VALUES, ALL VALUES USED 6) TOP CHORD SPL ICI.S ARE NOT RECOMMENDED TO OCCUR THAN DRYNAIL OR bHACING MEMtWPS SPACED 10' O C (MAX). TEMPORARY BRACING SHOULD BE DONE 111 ACCORDANCE WITH FOP OE SIGN ARE BASED ON IRE LATEST EDITION OF THE NA- OIPECTLY ABOVE A BUTTON CHORD SPLICE. IMA.ESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED SY THE NATIONAL 71 V-2000 APPROVAL. NUMBERS: UBC :342. FHA TCB 2014. SBCC ID ALL COMPRESSION CRURD MENDERS ASSUMED TO BE CONTINUOISLYI5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOPE5T PRODUCTS ASSOCIATION 7251, BOCA FILE 86 125 SPACED BY F11,IkH 3/8" (MIT/.) PLYWOOD SHEATHING. 1/2' TIONS FOR KETAL PLATE CONNECTED MOOD TRUSSES AHD 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES OA Y. B) THIS TRUSS HAS BEER DESIGNED fOR THE LOADING SHOWN (MIH I DRYWALL. OR BRACING MEMBERS SPACED AT 16* o C. QUALITY STANDARDS FOR TRUSSES. 31 CONTE CTOR PLATES SIZES ARE BASED ON AXIAL FORCES OILY. ON THIS DRAWING. INSTALLATION ARD USE SHALL CONFORM (MAX), ONE'S NOTED OTHERWISE. 16) INT MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY, 41 CONNECTORPLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) MITH THIS OESIC+N 12) ® INDICAIkS GEARING LOCATION. 17) SPECIAL HANDLING CAIS SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH tALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR SECOMIEWA71WIS OUT IS THE DIRECTIONT H,_ IDENTICAL LOb 1116 ONO COIIF IGufip7jO1. _ __ -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR- 5-0-0 55=0-0 r Max Height 3-10-3 74 PLF X 12 `} 12 3481 a 1741 17A1 o \� 47i 941 471 \ T 4431 443# (3.51 17% (3.51 17Y v v 1 20 PLF Li F 5xB m m N N FOrC65 IL-P) D BUILDING TYPE: Enclosed Residential 5-0-0 _ _5-0-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 10-0-0 { TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: Z SS aK AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint N2. Maximum Live Load Deflection of .006" (0/16), Index-.017, (L/20000) Maximum Total Load Deflection of .009" (0/15), Index-.018, (L/13333) REV. 4-28-93 (WIND)4,r- CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 10*0" STUB COMMON G ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1Bo1 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 B S 0 DATE: 18 Dec 1992 GRAND PRAIRIE. Tx 75051 6.4 — OL TC 7 2X4 a2 N SP 50F / ---- (214) 660-3940 AT�7IREA� - INC FGA STL LL BC 0 WEBS LAYOUT IO: 184 33.33 OL BC 10 2X4 A3 SP AOORESS: MEMBER TRUSS PLATE INSTITUTE SCALE: TOTAL 47 FXCFPT AS MAY BF NOTED _ 112 11 LUMBER$.NALL BE OF THE SKCIFIEO MINIMUM GRADES, 5) CONNECTOR PLATES SHALL BE 114STALLED SYMNETRICALLY ON 101 ALL 1ENSIOH CHUHO MEMBERS ASSUMED 10 BE COIITINDOUSLY 131 S INDICATES LATERAL BRACING MEMBER (1)(4 MIN.1 SPECIES. AND 192 MAXIMUM MOISTURE CONTENT, OR SUCH THAI THE JOINT BRACED BY EITHER 3/8' (MIN) PLYWOOD SHEATHING, 112 141 INSTALLATION AID ERECTION OF THE TRUSS, PERMM&NT, AND IS Of MIGHEP ALLOWABLE STRESS VALUES. ALL VALUES 1!SEO 51 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIH) OP-INAI.L GR BRACING MEMBERS SPACED 10' 0. (MAX). TEMPORARY SPACING SHOULD BE DOME IN ACCORDANCE MIT, FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE 14A- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNAESS NOTEO OIHEPWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. T TONAL MP DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342, FHA TCB 2014. SBCC III ALL LORE5SION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYI5) THIS DESIGN CONFORMS TO CUPRENT TPI DESIGN SPECIFICA- FOREST P40DUCTS ASSOCIATION. 7251, BOCA FILE 86 125 BRACED BY EITHER 3/8" (MIN.1 PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED MOOD TRUSSES AND 21THIS DESIGN 15 BASED ON CLARY CONNECTOR PLATES ONLY B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.1 DRYWALL OR BRACING MEMBERS SPACED AT 16' o.c. DUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES 01A.Y. ON THIS DRAWING, INSTALLATION A10 USE SHALL CONFORM (MAX). NILE`5 N07CO OTHERWISE. I6) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED 114 ANY MAY. 41 CONNECTOR PLATE 51ZES ARE CALLED OUT WIDTH (ACROSti SLOTS) WITH THIS DESIGN 121 ® INNG INDICATES BEARING LOCAIIG14 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AN BY LENGTH (ALONG SLOTS) AMC) THE ORIENTATION OF TML 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HIB-9/ FOR RECOMMENDATIONS DIRECIION OF THE PLATE LENGIH, IDENTICAL LOAJNI AND CONFIGURATION. _ -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES I5 RESPONSIBILITY OF FABRICATOR. -JACKS ARE TO BE 2x4 TOP, 2x4 BOT. JACKS WITH SPANS GREATER THAN 7-8-14 MUST BE SPECIALLY DESIGNED. 5-0-0 5-0-0 Max Height 3-10-3 74 PLF V 12 12 1840 5331 \\ 374r 174r Nw 4 0 470 5340 470 T T -- 7550 755# (3.5129% 13.5129% I 1 � rMl r v 1 f 20 PLF 5A-0 4401 5XB fu D BUILDING TYPE: Enclosed Residential m N N CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph L 5-0-0 s-o-o MEAN ROOF HEIGHT: 131 1 TRUSS LOCATION: (Se) area 10-0-0_ UPLIFT CONNECTION REQUIRED: 255 B AT EACH SUPPORT. MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Truss designed to support 5-0-0 jack system with Outrigger Maximum deflection occurred at bottom joint Irl. Maximum Live Load Deflection of .014' (0/16). Index-,043, (L/8571) Maximum Total Load Deflection of .022' (0/16)• IndexM.044, (L/5455) REV. 4-28-93 (WIND)Ar CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 10'0* STUB TERM. M-5 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3703 B 6 D DATE: 1B Dec 1992 - DRANO PRAIRIE, Tx 79051 8 4 OL TC 7 2X4 i2 N SP F (214) 660-3940 FA: R 3'f t_- LL BC 0 WEBS LAYOUT ID: . 184 33.33 DL 8C 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/2 I t) LUMBER 54ALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SPALL BE INSTALLED SYM40 RICALLY ON 10) ALL PENSION CHORD MEMBERS ASSUMED 10 BE COHTINUOU`5L 131 INDICATES LATERAL BRACING MEMBER (1r4 MIN I SPECIES. AND 19>i MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACEU By EIUMEP 3/8" IMIN1 PLfWOOD SHEATHING, 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS, PERMANE11T. AND IS OF MIGHER ALLOWABLE STRESS YALrES. ALL VALUES USEO 6) TOP CHORD SPL.ICES ARE NOT RECOMMENDED TO OCCUR (M 11+1 UPYMAM.M UH DHACIHG MEMBERS SPACED 10' 0 MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE MIT" FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE SHA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UI&ESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS, TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FMA TCB 2014. SBCC 111 ALL CUMPRESSIUN CHORD MEMBERS ASSUMED TO BE CONTINUOuSLY15) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCT TS ASSOCIATION. 7251, BOLA FILE 96-125 BRACED By EITHER 3!B" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOW TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY, B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOW LMINA DRYMAL.t- OR BRACING MEMBERS SPACED AT 16' 0,C. QUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MA+. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEAR114G LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAMEN OURINB SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE OPIENIATIg1 OF THE 9) Tn IS OESIGH IS APPLICABLE TO SHORTER SPAN+ TRUSSES OF ERECTION OF TRUSSES SEE HIB-S1 FOR RECOMMENDATIONS C R CT D n IDENTICAL LOAbI1NG ANO CONFIGURATION. -CONFIGURATIONANO LOADING SPECIFIED BY FABRICATOR -REPETITIVE 14E14BER STRESSES NOT USED. -ADDITIONALPLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -JACKS ARE TO BE 2x4 TOP, 2xA BOT. JACKS WITH SPAN5 GREATER THAN 7-8-t4 MUST BE SPECIALLY DESIGNED. RUN F 5-0-0 --'r 2-0—0 1-5-14 Max Height 2-10-3 129.5 PLF � 74 ] 5- -0 In 920 N 3778 lilt 1741 m � cu 0 i 470 2970 30# \ 4141 622# [3.51]6X [3.5)24X �I 11 I L'u 35 PLF to 20 Nu 3x4 3x4 5- -0 220/ 5-0-02-0-0 __� Forces IL-R) D BUILDING TYPE: Enclosed Residential f-4-o 7-o-D _ CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 q* MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 3/4' 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 2 Truss designed to support 5-0-0 jack system with Outrigger Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .005" (0/16), Index-.024, (L/16800) Maximum Total Load Deflection of .009' (0/16), Index-.026, (L/9333) REV. 4-28-93 (WIND)Azr CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7'0' MH-5 G ALPINE ENGINEERED PRODUCTS Inc 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - toot S. GSW PKWY, v�2000 2-0-0 LL TC 30 BC LUMBER PROJECT: CENTEX 3703 B 6 0 DATE: 18 Dec 1992 GRAND PRAIRIE, Tx 75051 6.4 DL TC 7 2X4 /2 N SP OF /17 (214) 660-3940 PLATE APEA: THC.-FOR STC LL BC 0 WEBS LAYOUT ADDRESS: : 104 OL 8C f0 2X4 03 SP SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 4/ FxCFPT AS MAV DF NiiIFU 1/2 11 LUMBER SHALL BE OF THE SPECIE NEO MINIMUM GRADE 5. 61 COIMECTOP PLATES SHALL BE INSIALLEO SYMEIRICALLY 011 101 ALL IENISION LNAJRD MEMBERS ASSUMED 7D BE CONTINUOUSLY 131 Y INDICATES LATERAL BRACING MEMBER (114 MINI SPECIES, ALD 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. OR BJ EITHER 3!G" IMIN) PLYWOOD SHEATHING. t/2' f4) INSTALLA71ON AND ERECTION a THE TRUSS. PERM+HENT. AND • 35 OF nI GNIER ALLOWABLE STRESS VALUES. ALL VALUES USED B) TOP CHORD SPLICES AHE NOT RECOMMENDED TO OCCUR (MIN) OH YWAt L_ OP 0HACING MEMBERS SPACED 10' o c. (MAX). TEMPORAgv BRACING SHDU.O BE DONE IN ACCOfUAt10E WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM Cn(XW)SPLICE. LWA.ESS NU 1E0 O1nEPNISE. CURRENT IPI BRACING AND ERECTION PUBLICATIONS. T10NAL DES STA/QARO$PLIBLI SHED BY NNE NATIONAL 71 V-2000 APPROVAL AL NUMBERS. UBC 2342. FHA TCB 201 A. SBCC 111 ALL COMP" SSION CHUNO MEMBERS A551XNEO TO BE CONTINUOIISL YI6! TntS DESIGN CONFORMS TO CURRENT IPI DESIGN SPECIF(CA- FOREST RRODUCIS ASSOC NAT ION. 7261. BOLA FILE Bb-125 BRACED BY EITHER 3/B" (."A PLYWOOD SHEATHING. 1/2' ilaK F0f1 METAL PLATE CONNECTED HOOD TRUSSES AND 2) THIS DESIGN IS BASED OR CLARY CONNECTOR PLATES ONLY 0) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 15' D.C. DUALITY STANDARDS FOR TRUSSES. 3) C'ONLECIOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. 1N$TALLATION A14D USE SHALL CONFORM (MAX). UNLET;NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. A) cat"CTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN t21 ® INDICATES BEAMING LOCATION. t7) SPECIAL HANDLING CAME SHOULD BE TAKEN OIAIfD SHIPPING AtIU BY LENGTH (ALDUTONG SLOTSI AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPL ICABL.E TO SNIOSTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE NI8-9t FOR RECOMMENDATIONS SIZECALLJG AND CONFIGURALION ____ -CONFIGII(iATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. Max Height 3-1-7 74 PLF y X D of Lv 2371 431 12 a � t941 2631 9131 151 T 6961 11051 13.5120% 13 5131% 20 PLF 4-A-0 6- -O 'r 7551 4431 x; Forces(L-A) 3x4 N 4x4 D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 wo MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area 7-0-0 UPLIFT CONNECTION REQUIRED: 20 O # AT EACH SUPPORT. -- ---- NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 2 Special Loading: Refer to Loading Diagram Maximum deflection occurred at bottom joint I2. Maximum Live Load Deflection of .007' (0/16). Index-.03, (L/12000) Maximum Total Load Deflection of .011' (0/16). Index-.031. (L/7636) © REV. 4-28-93 (WIND)A f CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7'0" MHG ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - tBOt S. GSW PKWY. 6.4 BC LUMBER PROJECT: CENTEX 3703 B & D DATE: IS Dec 1992 V GRAND PRAIRIE. TX 75051 DL TC 7 2X6 N1 05 SP F L. 1214) 660-3940 A: -TNZ-FDA ST-l.- LL BC 0 WE85 LAYOUT ID: _ _ 126 3333 DL BC to 2X4 13 SP ADDRESS: SCALE: . MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 3/4 SI LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES, 5) CONNECTOR PLATES Sf4ALL BE INSTALLED SYMIEIRICALLY ON 101 Ali Ik OSItO LJ 0"0 MLMBERS AS5NME0 ID BE CON(IN1JOUSLY 131 ':r- INOICATES LATERAL BRACING MEMBER (194 MIN, I SPECIES. AND 19X MAXIMUM W0157UPE CONTENT. OR SUCH IHAI THE JOINT BRAL(O Of LITIILR _f/B" IMINI PLVW000 SHEATHING, 1/2- 14) INSTALLATION MID ERECTION OF THE TRUSS, PERMANENI, AND IS OF HIGHER ALLOWABLE STRESS VALINES. ALL VALUES 1JSEO 6) TOP CHORD SPLICES ARE NOT HECONHENDEO TO OCCUR (Mltt) OP(WAtL OR HRACIt4G MEMBERS SPACED 10' O.C. (MAXI. TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE MIlH FOR DESIGN APE BASED ON I'HE LATEST EDITION OF THE OA- DIRECTLY ABOVE A BOTTOM CHURD SPLICE. Urt tSS NOItO OTHERWISE CURRENT TPI BRACING ACID ERECTION PUBLICATIONS. TIONAL GES ION STANDAPOS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA ICS 2014, SOCC 11) AL.I (:OMPRES:AUN CHORD MEMBERS ASSUMED TO BE CONTIAJOUSoIN THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 725t. BOCA FILE 06125 BRALED Df EITItH 3/B" (MIN.) PLYWOOD SHEATHING, 112' TIONS FON METAL PLATE CONNECTED WOOD TQJSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES Ott Y. S) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN ) ORfWALL OR BRACING MEMBERS SPACED AT t6' O.C. DUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES Or&V, ON THIS ORAW1146 TISSTALLATIO14 AND USE SHALL CONFORM (MAY), tNJt E. S NO7ED OTHERWISE. 161 140 MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACR055 SLOTS) WITH THIS�5IG11 12) INDILATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICASE E TO SHORTER SPAN TRUSSES OF Q9 ERECTION OF TRUSSES SEE HI8-91 FOR RECOMMENOATIDNS C C rte_ IOEtIT ICAL LOA011lGD CONF IGURAIION. __- -CONFIGURATION AND LOADING SPECIFIED BV FABRICATOR -REPETITIVE MEMBER STRESSES)JOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -JACKS ARE TO BE 2xA TOP, 2x4 BOT. JACKS WITH SPANS GREATER THAN 7-8-t4 MUST BE SPECIALLY DESIGNED. 2-0-0 Max Height 1-10-3 74 PLF 2- -0 12 23i 1•i 1 1 1 t \ LJ630 0 \ I I - \\ 249# 2430 - - - (3.51 9X (3.51 9% 20 PLF m 3x4 3x4 2- -0 Iy t2t ( 2-0-0 ( 3-3-8 Forces(L-R) I — D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) ( 5-3=e i WIND SPEED: 110 f1h MEAN ROOF HEIGHT: 13E TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 100 if AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Truss designed to support 2-0-0 jack system with Outrigger Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .002" (0/16), Index-.012, (L/31750) Maximum Total Load Deflection of .003' (0/15), Index-.011, (L/21167) V REV. 4-28-93 (WIND) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 5f3-1/2' SH-3 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 9p 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 8 S D DATE: IS Dec 1992 R GRAND PRAIRIE, Tx 75051 6.4 OL TC 7 2X4 #2 N SP (214) 660-3940 EA - _ -TNS-FOR_STL LL BC 0 WEBS LAYOUT IO: F Z 126 DL BC 10 2X4 #3 SP ADDRESS: SCALE MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BF. NOTED 3/4 n 1) LUNGER SMALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE 11451ALLED SYMMETRICALLY DN 10) AL.U. 11.1610H CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 3f' IIOICATES LATERAL BRACING MEMBER (104 MINA SPECIES. YO 19%MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT SPALEf)BY EITH(R 3/0• (MIN) PLINOOD SHEATHING. 1/2' 14) INSTALLATION AND EAECTION OF THE TRUSS, PERMAT+ENT. AND IS OF MITMIER ALLOMABLE STRESS VALUES. ALL VALUES USED G) TOP CHORD SPLICES ARE NOT RECOMK NOTED TO OCCUR (MINI DRINA(L. OH GRACING MEMBERS SPACED 10' o c. (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE rNA- DIRECTLY ABOVE A BOTTOM CHORD SPi ICE. UMLL`s HOTEL 01TERMISE. CURRENT TPI BRACING A10 ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 1342. FHA TCB 20fA. SBCC 11) ALL COWRES5IDN CHORD MEMBERS ASSUMED TO BE CONTINUDUSLYI5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- iOREST PROOtCIS ASSOCIATION 7251. BOCA FILE 06-125 BRALED BY EI THEM 3/8' (MIN.) PLYWOOD SHEATHING, 1/2' TIONS FOR METAL PLATE CONNECTED MOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MITI) DRYWALL OR SPACING MEMBERS SPACED AT 16' a c. DUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) NO/EMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) IHDICAIES BEARING LOCATION, 17) SPECIAL HANOLINO CARE SHOULD BE TAWEN DURING SNIPPING AND By LENGTH (µ0N0 SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS THELENGTH, IDENTICAL NG AND CONE IGURI.I ION _. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FDR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .1' 1-0-0 5-4-0 1-0-0 5-4-0 RUN I -+--+---+--- -1 RUN 1-5-14 1-5-14 74 PLF Max Height 3-6-3 12 �6 741 12 224/ y 2240 y y M D�xs x N N \\ 1 870 700 701 1 870 .o1 AW / 500 501 5680 5660 M. 7x5 7X5 I' !� 13.5122% 13.5122% 1 `�3 3 C1 3x4 I 3x4 12 12 20 PLF 5-4-0 2-0-0 5-4-0 1-4-0 1-4-0 I 12-8-0 H I Force91L-R) D BUILDING TYPE: Enclosed Residential CODE: Standard Buitding Code (SBCC1 1991) HIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: ''If 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 8 Maximum deflection occurred at bottom joint N2. Maximum Live Load Deflection of .087' (1/16), Index-.207, (L/1747) Maximum Total Load Deflection of .137' (2/16), Index-.216, (L/1109) >1REV. 4-28-93 (WIND)A,,r CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 12*8" TRAYS wG(.'R? ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - 1_113\ 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 8 & 0 DATE: 18 Dec 1992 /� GRAND PRAIRIE. TX 75051 6'4 OL TC 7 2X4 12 N SP �! OF J LAYOUT I0: lJ 12 T4) 680-3940 EA ""`_` '3TC LL 8C 0 WEBS _ 244 33 OL SC 10 2X4 N3 SP AOORESS: _ IZ E. 33. -- MEMBER TRUSS PLATE INSTITUTE TOTAL_ 41 SCAL E: E xCFPT AS MAY dF NUTEU 1/4 11 LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL IENS1011 (WIRD MEMBERS ASSUMED TO 8F COI1TNAJOUSLY 131 O INDICATES LATERAL BRACING MEMBER I1f4 MIN I SPECIES. 'ANO 19%MAXIMUM MOISTURE CONTENT. OR SUCH THAI THE JOINT BRACLU 91 EITHER J/8" ININ) PL YW000 SHEATHING. L/2' 14) INSTALLATION A D ERECTION OF THE TRUSS. PERMANENT. AND 15 OF NIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 5) TOP CHORD SPLICES ARE NOT RECOMMENDED 10 OC" IMINI DRVWAL4 OR BRACING MEMBERS SPACED 10' o C. IMAX). TEMPORARY BRACING SMOULO BE ODHE IN ACCOROAHCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF TFC NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED 011*R41SE CURRENT TPI BRAC114G AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA ICS 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIMPOUSLVI51 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIfICA- FOREST PP0UCTS ASSOCIATION. 7251. BOCA FILE B6-125 BAA(fl)NV tI1HER 3/B" (MIN.) PLYWOOD SHEATHING, 1/2' TIONS FOR METAL PLATE CONNECTED *ODD TRUSSES ANO 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY, 81 THIS IRUSS HAS BEEN DES16NEO FOP THE LOADING SHOWN (MI!i 1 I11110ALL OR BRACING MEMBERS SPACED AT 16' o C. OIALITY STANDARDS FDR TRUSSES. 31 CO f&CTOR PLATES SIZES ARE BASED ON AXIAL FORCES 014LY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAY), ONLE55 NOIEU OTHERWISE. 1G) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 4) COIBIECIOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) MITA THIS OESIGH 12) INOICAIES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURNNG SHIPPIfG ANO BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTIGN OF TRUSSES SEE NIB-91 FOR RECOMMERUAT IONS C CTION OF 711 PLATE LENGTH IDENTICAL LOADIIIG AIIO CONFIGLHALTI NN __ _-. -CONFIGURATION AND LOADING SPEC[FIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .3" D -FALSE BOTTOM CHORD INFORMATION FALSE BOT 5-8-0 ON RIGHT. VERTICAL SPACING-A-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 MIN FOR SCARF ON FALSE BOT CHORD TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1,4 CONT. LATERAL BRACING AT 2' O.C. MAX SPACING. 3-5-5 3-1-13 4-2-14 2-0-0 RUN 3-7-0 3-1-13 3-3-9 7-1-2 1-5-14 02 02 #2 #2 62 402 Max Height 9-8-3 74 PLF 12 "Z7 6 1Y 5 ® 3+a \ .44 1519# 1402# rn I 7x12 3x4 -- 1 N o (3.5143% (3.5155% 3X4 Sx 6 31(0-3.59 4 Q 3x5 N 12 20 PLF 3-0-0 3-7-8 4-5-15 4-2-7 4-4-3 B-4-0 2-0-0 02 02 #2- —02 02 02 Forces(L-A) 1_4_0 2x4 2x4 2x4 2x4 2x4 2x4 D BUILDING TYPE: Enclosed Residential 30-0-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REWIRED: 96 7 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 4 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 29.2" from the left end of bottom panel 02. Maximum PPLive Load Deflection of ,345" (5/16). Index-.347, (L/1038) Maximum PPTotal Load Deflection of .541' (9/16). Index-.362, (L/562) 1� REV. 4-28-93 (WIND) ,dr-r. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSP) TC LUMBER TRUSS: 30'0" STUB VAULTS -y ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 Ds SP ENG. FOR: TRUE TRUSS INC - 1901 S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3703 B 6 D DATE: IB Dec 1992 GRAND PRAIRIE. Tx 75051 5.4 DL TC 7 2X6 #1 Ds SP I OF2 LAYOUT ID: 1214) 660-3940 -PUAfiE ARE At - -INC -FOiTSTL LL. EIC 0 WEBS 784 33.33 OL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY DF Ni)TFU 1/6 11 LUNGER SMALL BE OF THE SPECIFIED MINIMUM GRADES. 51 C0IECTOR PLATES SHALL BE INSTALLED SYMNETRICALLY ON 10) ALL TENSION GMUW11 MEMBERS ASSUMED TO BE CONTINUOUSLY 131 Y INDICATES LATERAL BRACING MEMBER OX4 MINA SPECIES.`ANO I9x MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BV FAME" 3/8" (MINI PLVMOOD SHEATHING, 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED e) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR IMINI DRYMAtt UR BRACING MEMBERS SPACED 10- o c. (MAX), TEMPOFT V BRACING SHOULD BE DONE IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BUTTON CHORD SPLICE. UNNLE`.S NOTED OTHEHMISF.. CURRENT TPI BRACING AMC ERECTION PUBLICATIONS. TIOMAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342, FHA TCB 2014. SBCC 11) Att (:OMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY151 THIS DESIGN CONFORMS TD CURRENT TPI DESIGN SPECIFICA-. FOREST PRODUCTS ASSOCIATION 7261. BOCA FILE B6-125 8AACLIT B/EI TIER 3/8' (MIN.) PLYHOOO SHEATHING. 2/2' TIONS FOR METAL PLATE CONNECTED MOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOW (Mill.) DAYMALL OR BRACING MEMBERS SPACED AT 16' P.C. QUALITY STANDARDS FOR TRUSSES. 3j CONNECTOR PLATES SIZES APE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX), UNIESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS NAY BE CUT OR MODIFIED IN ANV NAY. 4j CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 ® INDICATES BEAFINO LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAMEN DURING SHIPPING AND aY LENGTH (ALONG SEOIS) AND THE ORIENTATION OF THE 9j THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE MIB-91 FOR RECOMMENDATIONS C NLENGTm. IDENTICAL LOADING AND COEIGURA_1ION __, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR, -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .2" 3-5-5 1-1-13 RUN 3-7-8 3-1-f3 3-3-9 6-5-6 6-7-2 1-5-14 02 02 12 74 PLF Max Height 8-8-3 12 3611 SKj 239# 233# 472# 44 +s� / 21 12 251# 233# 6 9�A \ 3;0 In D 8+� 123# CID 01 A 28 78# 87# B51 108# 1 # 63# 1 N agt ��\ 3+3 33# ., MD * 1370# 13600 (3.5)54% (3.5)39% 1 m I H5518 3x4 4 3x4 5x6 x4 v rn 4X12 ry 20 PLF a3.59 12 3-7-6 4-5-15 4-2-7 4-4-3 6-5-6 6-7-2 02 02 02 #2 #2 Forces(L-R) 1-4-0 2x4 2x4 2x4 2x4 2x4 -- 29-8-8 p> BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 967 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 2 Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .401' (6/16), Index-.405, (L/B89) Maximum Total Load Deflection of .628' (10/16), Index-.423, (L/568) REV. 4-28-93 (WIND), r -- _ - — --- - — TRUSS: 29'8-1/2' STUB VAULTS CLARY DIVISION PLATE TYPE; O.C. SPACING LOADING IPSP) TC LUMBER r ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 #2 Os SP ENG. FOR TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 B 6 D DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 6 4 OL TC 7 2X6 #1 D5 SP (214) 660-3940 L TEAR-EA[ 0R STL - LL BC 0 WEBS LAYOUT i0: 480 OL BC 10 2X4 #3 SP ADDRESS: SCALE MEMBER TRUSS PLATE INSTITUTE 413 h.S. 33.33 TOTAL 471/8 EXCEPT AS MAY BE NOTED 1) LUMBER SHALL 9E OF THE SPECIFIED NIMI66M GRADES, 51 CONNECTOR PLATES%HALL BE INSTALLED SYW4CT41CALLY ON 10) ALl IEHSIG4 CHORD MLMBEPS ASSUMED TO BE CONTINUOUSLY 131 'A INDICATES LATERAL BRACING MEMBER (1XA Win ) SPECIES.NAND 19%MAx1RUM MOISTIAE CONTENT, OR SUCH THAT THE JOINT B-1 I BY EITHER 3/8" (MINN PLYWOOD SHEATHING, 1/2' LA) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT, AND 1S OF NI4Wp ALLOWABLE STRESS VALUES. ALL VALUES USED 6) IOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MP,1 DRYWALL OR BHACING MEMBERS SPACED 10' 0 C (MAX). TEMPORARY BRACING SHOiD BE DONE IN ACCGPOANCE WIT. FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. t1HI 1',S NOTED OTUERWISL CURRENT TPI BRACING AND ERECTION PURI ICATIONS, TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL. NUMBERS: IGC 2342. FHA ICS 2014, SBCC 11) All ('OMPRESSION CHDHO MEMBERS ASSUMED TO BE CONTINUOUSLYI5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PROOICTS ASSOCIATION 7201. BOCA FILE 86-125 Vi(AI.fU BV EITHER 3/0" (MIN-) PLYWOOD SHEATHING, 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AIND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES 014LY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING 940WN tMIN l DRYWALL UR BRAC114G MEMBERS SPACED AT 16" c c. DUALITY STANDARDS FOR TRUSSES. 31 COKVCC704 PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAA), LXA.ESS NOTED OTHERWISE. 15) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS( WITH THIS DESIGN 12) INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAIIE14 OU041NNG SHIPPING AN BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE .IB-91 FOR RECOMMENDATIONS DIRECIIQN Of THE PLAT LEN5Tj1 IDENTICAL LOAPlt!G pND COF IGURAINON _____ _._.___ -CONFIGIJRATIONJ AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPD14SIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONOING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .3" D71L-FALSE BOTTOM CHORD INFORMATION FALSE BOT 5-8-0 ON RIGHT. VERTICAL SPACING-A-0-0. USE NINIML44 OF 2x4 PLATE FOR FASTENING FALSE 807 CHORD VERTICALS. USE 3x4 MIN. FOR SCARF 014 FALSE 130T CHORD, 4-2-11 4-2-11 3-10-0 2-0-0 TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1x4 RUN 3-7-8 3-11-3 1-4-0 6-10-0 CONT. LATERAL BRACING AT 'LTV O.C. MAX SPACING. -- —_—.— 1-5-14 02 02 +2 02 02 42~ Max Height B-4-3 74 Pl_F 12 Q 6 D sty aXs 4 12 i+A 3fi� 6 � 3#4 A. A O 15190 1402# fe l 7x12 3x4 N [3.5143% [3.5155% 3x4 5x6 3%j2-_-j 3.59 4 1�sxS m 12 12 20 PLF 1-4-0 3-0-0 3-7-8 6-2-4_ 6-2-4 7-8-0 2-0-_0 12 /2 •2 02 02 02 . 1-4-0 2x4 2x4 2x4 2X4 2x4 2x4 FOrceSIL-R) 30-0-0 D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 5;&7 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW No trusses: i THIS TRUSS ANALYZED WITH PPSA SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. Maximum deflection occurred 27.84' from the left end of bottom panel #2. Maximum PPLive Load Deflection of .381" (6/16), Index-.383, (L/940) Maximum PPTotal Load Deflection of .597' (10/16), Index-.4, (L/600) V REV. 4-28-93 (WIND) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 30'0- SHV-16 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC2X4 #2 D5 SP ENG. FOR: TRUE TRUSS INC - P lj 1801 S. GSW PKWY. 30 BC LUMBER PROJECT: CENTEX 3703 B & D DATE: 18 Dec 1992 7� a GRAND PRAIRIE. Tx 75051 6.4 DL TC 7 2X6 N1 D5 SP LAYOUT ID: ✓ F� .J 214 660-3940 L AREA: - N STL LL BC 0 WEBS 79633.33 OL BC 10 2X4 03 SP ADDRESS: SCALE: 1/d MEMBER TRUSS PLATE INSTITUTE ITOTAL 47 FXCPPI AS MAY UF tJD IFC H LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRAOES, 51 CONNECTOR PLATES SHALL BE INSTALLED SVMNETRICAILY(04 10) All IENSIWI CHNXNI MEMBERS A55UMEO TO BE C014TIN000SLY 131 *_ INDICATES LATERAL SPACING MEMBER 1114 MIN.) SPECIES. AND 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT TETE ,JOINT SPACED BY EITHER 3/8" (MIN) PLYMOOD SHEATHING, 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, A140 IS OF HIGHEP ALLOWABLE STRESS VALUES, ALL VALUES USED B) TOP CHORD SPLICES APE NOT fECOMAENDED TO OCCUR (MINI OR4NALL IM bHACING MEMBERS SPACED 10' 0 c. (MAX), TEMPORARY SPACING SHOULD BE DONE IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNI L%S NOTED OIHEHWISE. COPPENT TPI SPACING AND ERECTION PUBL ICATIOHS. TIONAL DESIGN STANHDARO`+PLSLISHIEO BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014, SBCC 11) Atl COMPRESSION CHORD MENDERS ASSUMED TO BE CW lPAOUSLY151 THIS DESIGN CONFORMS TO CURRENT TPI DESIWI SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 86-125 bHALEU BY EITHER 3/13" (M114.1 PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY 8) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOW14 (MIN 1 ORrWAL.I. ON BRACING MEMBERS SPACED AT 16' o c. QUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES WILY. ON THIS DRAWING. INSTALLATION AND USE SHALL CCNFUPM !MAXI, WA.ESS f40TEU OTNERMISE. 151 NO MEIDEA OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. A) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) 11MICAfES bEAPMO LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAWEN DURING SHIPPING AND SY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HI8-91 FOR RECOMMENDATIONS is T�DIRECTION 0 IDENTICAL NG COWIGURATION, CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE PESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. RUN 4-11-3 4-4-11 4-8-3 5-4-0 4-0-0 6-8-0 1-5-11 — -_ -- 74 PLF Max Height. 7-4-3 12 Q 6 371# 345# D5236# �f ID s 3361 — 12 3340 N 1721 ;73841 P, 1 671 1380 1621 t570 641 n N 1382# 1383# 13.515431 13.5154% 3x4 3x4 3x8 5x6 3x4 20 PLF 7-1-8 8-10-8 9-4-0 6-8-0 1-4-0 Forces(L-P) 30_0=o D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCC! 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 96-0 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .119' (2/16), Index-.119, (L/3025) Maximum Total Load Deflection of .186' (3/16), Index-.124, (L/1935) Ili REV. 4-28-93 (WIND), CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 30'0' SH-14 )' ALPINE ENGINEERED PRODUCTS Inc VX000 2-0-0 LL TC gp 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - J 18oi S. GSW PKWY. GRAND PRAIRIE. TX 75051 6.4 DL TC 7 SC LUMBER 2X4 i2 N SP PROJECT: CENTEX 3703 B 6 D DATE: 18 Dec 1992 F 1214) 660-3940 L iVEA[ —IFiC:FOii�7C LL BC 0 HERS LAYOUT TO: 1. 312 OL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 471/8 EXCEPT AS MAY 0E NOTFU 11 LUMBER SHALL BE OF IRE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTAI LED SYMMETRICALLY ON 10) Alt IENSILNN CHURD MEM13FAS ASSUMED TO BE CONTINUOUSLY 13) 0" INDICATES LATERAL BRACING MEMBER (1X4 MIN.) SPECIES.-AIA 19%MAXI MUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. KIALED BY EITHFR 3/9" (MITI) PLYWOOD SHEATHING, 1/2' 141 INSTALLATION AND ERECTION OF THE TNUSS. PERMANENT AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED e) TOP CHORD SPLICES ARE NOT RECOMHENUED TO OCCUR (MIN) DRINA- OR OHACINNG MEMBERS SPACED 10- a IMAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORUANCE 0I7n FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NU- DIRECTLY ABOVE A BOTTOM CHORD SFt ICE. UNEISS NOTED OTHERWISE CUP41ENT TPI BFIAC114G AND ERECTION PUBt ICATIONS TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBEHS: UBC 2342. FHA ICS 2014. SBCC 111 A1.t COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY151 THIS DESIGN CONFORMS TO CURRENT IP1 U(SIGN SPECIFICA- FOREST PROOUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EIIHIR J/B" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED MOOD TRUSSES AND 21 THIS DESTGN IS BASED ON CLARY CONNEMCTOR PLATES LY. 81 THIS TRUSS HAS BEEN DESIGNED FW THE LOADING SHOWN (MIN.) DRYWALL UP BRACING MEMBERS SPACED AT 16' o c. DUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES CRTLY. ON THIS DRAWING INSTALL.ATIC14 AND USE SHALL CONFORM IMAY). tNIESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY, 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS OESIGN 12) 6a INDICATES BEAPINO LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKER DURING SHIPPING AND BY LENGTH IALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF �9 ERECTION OF TRUSSES SEE n15-91 FOR RECOMMENDATIONS CFLATE LENGTH. IDENTICAL LOA ING AND CONFIGURATION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FDR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. RUN 6-1-8 5-10-8 4-B_-0 4-8-0 4-0-0 4-8-0 1-5-14 74 PLF Max Height 5-4-3 12 6 3901 3451 3210 i � a f2 T� 3x4 3109 162/ 6 D N1,r!jfs D r+S 4331 \i\ 1 { _ a \ 1143 216r 1160 212/ 17BN 020 � r r 1383/ 13620 m I _—.—__ -'E 13.51 54X 13.5154% 3x8 3x8 3x4 3x6 3xS 20 PLF 12-0-0 9-4-0 B-8-0 1-4-0 30-0-0 Forces(L-P) D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (sBCC1 1991) WIND SPEED: 110 Mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 959 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS, No trusses: f Maximum deflection occurred at bottom joint M2. Maximum Live Load Deflection of .121' (2/16), Index-.121, (L/2975) Maximum Total Load Deflection of .109' (3/16), Index-.126, IL/1905) REV. 4-28-93 (WIWA7p r CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 30'0' SH-12 �- ALPINE ENGINEERED PRODUCTS Inc V 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSM PKWY, X000 2-0-0 LL TC 30 Bc LUMBER PROJECT: CENTER 3703 B & D DATE; 18 Dec 1992 GRAND PRAIRIE, TX 75051 6'4 DL TC 7 2X4 02 N SP OF (214) 660-3940 LA tTNS Pbii STL LL BC 0 WEBS LAYOUT ID: 330 33.33 DL SC 10 2X4 k3 SP ADDRESS: 4 MEMBER TRUSS PLATE INSTITUTE SCALE: TOTAL 4I EXCEPT AS MAY NF NOTFp 1/0 i) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATE5 SHALL BE INSTALLED SYMMETRICALLY &1 10) AL iENS10U Crx)MO MEMBERS ASSUMED TO BE CONTINUOUSLY 13) 30' INDICATES LATERAL BRACING MEMBER I1xA MINI SPECIES, GRADES.AND 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT INC JOINT. BPACLD BY SWAP 3/8" IMIHI PLYWOOD SHEATHING. 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT. Aro IS OF HI C4EP ALLOWABLE STRESS VALES- ALL VALUES USED e) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MINI DRYWALL OR bRACING MEMBERS SPACED 10' 0 C. (MAX). TEMPORARY SPACING SHOULD BE DONE 114 ACCGROAIICE WITH FOR DESIGNARE BASSO ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPI.ICE. uM ESS NOTED OTNERNISE CURRENT TPI BRACING AND ERECTION PUBLICATIONS. ITONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL MANGERS: UBC 23A2• FMA TCB 201A. SBCC 11) AL (:OIN'RESSION C11ORO MEMBERS ASSUMED TO 1E CONTIN110USLY15) THIS DESIGN CONFORMS TO CURENT TPI DESIGN SPECIFICA- FOREST PNOOUC15 ASSOCIATION. 7251. BOCA FILE Ob-125 bRAEED BY EITHEP 3/e" (MIN.) PLYWOOD SHEATHING, 1/2' TIONS FOR METAL PLATE CONNECTED MOOD TPUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. G) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN I DRYWALL OR BRACING MEMBERS SPACED AT 16. O.C. QUALITY STANDARDS FOR TRUSSES, 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATIGIA AND USE SHALL CONFORM (MAX). U R ESS NOTED OTHERWISE. IS) NO HENNA OF THE TRUSS MAV BE CUT OR MODIFIED IN ANY MAY. Al CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLDIS) WITH THIS DESIGN 121 INDICAIES BEARING LOCATION. 171 SPECIAL fM40LING CARE SHOULD BE TAKEN DUPING SHIPPING AND BY LENGTH (ALONG SLOTSI ANO THE OPTEMTATIW OF THE 9) 1 IS DESIGN IS APR, AGE TO 5HDPTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE MIB-91 FOR RECOMMENDATIONS SIZEC T LOADIN CONFIGURATION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS 15 DESIGNED ONLY FOR INC LOADS SHOWN. PPOVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRU55 FABRICATOR OR CLARY. 2-8-0 RIAs 5-1-6 4-10-8 5-8-0 6-8-0 4-0-0 74 PLF 1-5-14 02 02 02 02 Max Height 5-4-3 12 Q 6 427/ 493# 3950 ♦ i Y 6 v ) +L 1L XS Z359,1 \ 2361 88/ D J .� �+3 / 7Xs- cv 17 --- � I / �� O1 96# 3650 133# 132# 6211 116,140 t r-_ m 1384/ 7381/ [3.5154% 3x4 3x4 3x6 5x6 3x4 20 PLF 10-0-0 6-8-0 6-8-0 6-8-0 1-4-0 30-0-0 Forces(L-P) © BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .127' (2/16), Index-.127• (L/2835) Maximum Total Load Deflection of .199' (3/16). Index-.133, (L/1609) REV. 4-28-93 (WIND) Al� CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 30*0" SH-10 W ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 M2 D5 SP ENG. FOR: TRUE TRUSS INC - 1B01 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 B 6 D DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 6.4 DL TC 7 2X4 Y2 N SP of 7 LAYOUT ID: (214) 660-3940 L E _ -�'�7T� LL BC 0 WEBS C� '—— 300 33.33 OL BC 10 2X4 #a SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY OF NOTEU 1/8 It LUHIBER SHALL BE OF THE SPECIFIED MINIMUM GRAOES. 5) CONNECTOR PLATES SHALL BE IN 1AI.LEO SIMNETRICALLY ON 10) AI! TLO"1011 0.001 MEMBt HS ASSUMED TU BE CONTINUOUSLY 13) 0' INOICAYES LATERAL BRACING MEMEtR H"MIN ) SPECIES.'AND 19%MAXIMUM MDISIURE CONTENT, OR SUCH THAT TOE JOINT t11AlEO Ur LItItER 3i U' IMIrIt PL'WOOD SHEATHING, 1/2' 141 INSTALLATION AND ERECTION OF THE 1R!5G rERwAlhrl i, AND IS OF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 51 TOP CHORO SPLICES ARE NOT RECOMMENDED TO OCCUR TWINY) ON rNAL 1. OR BHACI NIG Mt MBEHS SPACED 10' o c IMAX). TEMPORARY SPACING SH0kXO BE DONE IN ACCONDA—L W11H FOR DESIGN ARE BASED ON THE L7EST EDITION OF THE IU- DIRECTLY ABOVE A BOTTOM CHORD SPLICE, uN1t.SS NOTED DIHEHNISE CURRENT TPI BRACING AND ERECTION Pv8L1CA110Ns 1 TONAL DESIGN STANOAPDS PUBLISHED aY THE NATIONAL 7) V-2000 APPROVAL. NUMBERS. UBC 2342. FHA TCB 2014. SBCC 11) ALU COMPRESSION Cr1UR0 MEMBERS ASSUMED TO BE CONTRAXXISLY15) THIS DESIGN CONFORMS TO CURRENT TEL DESIGN SPECIFICA- FOE5T PRODUCTS ASSOCIATION. 7251, BOCA FILE 86-125 BRA:EO BY FITHER 3/B" d1NA PLYWOOD SHEATHING.. 1/2' TIONS FOR METAL PATE CONNECTED WOOD IRUSSES AHO 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ON,Y. 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN !NIN.I DRINALL OR BRACING MEMBERS SPACED AT 16' D.c. OIIALITY 57AICAR]S FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMA/1. UNLESS NOTED OTHERWISE, 16) NO MENSER OF THE TRUSS MAY BE CUT OR NOOIFIED IN ANY WAY. Al CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 N INDICATES BEARIIIG LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN CURING SHIPPING AN BY LENGTH IALONG SLOTS) AND INE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE 10 SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR HECOMMENDATIONS C / NG N C GUNATION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABPICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 3-10-8 8-0 RUN 4-1-6 5-4-0 6-8-0 5-4-0 4-0-0 74 PLF -- -� 1-5-14 02 02 02 02 #2 02 Max Hel"t 4-4-3 12 34fi 444# 4440 3451 `n7 6 12 6 p A2B5# �� 16840 3x4 D +(� 3X4 14 \ \ - 1 I 761T 165/ 173# 1331 41i en 13840 13810 3x8 3x4 3x8 13.5154% 13,5154% 3x6 5x6 20 PLF 8-0-0 8-8-0 8-8-0 4-8-0 1-4-0 30-0-0 D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 134 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 957 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom )Dint #3. Maximum Live Load Deflection of .167" (3/16), Inoex-.167, (L/2156) Maximum Total Load Deflection of .262' (4/16), Index-.175, (L/1374) k> REV. 4-28-93 (WIND) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 30'0' SH-8 G ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 Ds SP ENG. FOR TRUE TRUSS INC - 1801 S, GSM PKWY. - ----- ec LUMBER LAYOUT CENTEx 3703 B 6 D DATE: f8 Dec 1992 �F --T DRANO PRAIRIE, Tx 7505f 5.4 DL TC 7 2X4 #2 N SP l !/ 1214) 660-3940 LAYSARE A TNC FDR$TL- LL 8C 0 HERS LAYOUT IO: 384 33.33 NOL Bc f0 2x4 #3 SP ADDRESS SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY OF N07FU 1/8 11 LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY 014 10) ALL IEr1S1ON CJDPD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 *' INDICATES LATERAL BRACING MEMBER (IXA MIN ) s SPECIES, AND 191 MAXIMUM NOT STURE CONTENT. OR SUCH THAT THE JOINT. DRACt II DY EITHER 3/d (MIN) Pt. WOOD SHEATHING, f/2' t4) INSTALLATION MAD ERECTION OF THE TRUSS. uE-+MAlk,T, AND IS OF MIGNER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR 1M1rU OH/HA AIL OR HR ACING MLMBEPS SPACED 10. O.c (MAX). TEMPORARV BRACING SHOULD BE GONE IN ACCURj11JCE MlTn FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A.BOTTOM CHORD SPLICE. UTA.ESS NOTED OT ME PMI SE CURRENT TPI BRACING AND ERECTION PUB(LCAT 10?S TIONAL DESIGN STANDAPOS POOL(SHED aY THE NATIONAL )) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION C. HE ITEM PASS ED TO BE CONTINUOUSLY1a) THIS OE SIGN CWFORMS TO CURRENT TPI OESI Gr+SPECIFICA- FOREST PROOUC7S A55pC1ATI0N. 7_ SOCA FILE J36-120 BRACED dY EITHER 3/8" [MIN 1 RLYNOW SHEATHING. 1/2' TIONS FDR METAL PLATE CONNECTED WOW TRUSSES AND 21 THIS DESIGN 15 BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS WAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) ORYMALL OR BRACING MEMBERS SPACED AT 16' O.C. WALiTY STMOARDS FOP TRUSSES. 3) CONNECTOR PLATES 512E5 ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING INSTALLATION AND USE SHALL CONFORM (MA11, UHAES5 NOTED OTHERWISE, 16) NO MEMBER OF THE TPUSS MAY BE CUT OR NWIFIEO IN ANY MAY. 4) CON{CTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS( WITH THIS DESIGN 12) INOICATES BEARING LOCATION. 771 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AN aY LENGTM (ALONG SLOTS) AND THE OPIEH TATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIS FOR RECONMEIDATIONS SIZE CAJ.L DO I is THE PIELCITON OF THE PLATE LENGTH, IDENTICAL LOADING AND COW IGURATION, __-. _-- -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILIT/ OF FABRICATOR. -THIS TRUSS 15 DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVE14TION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIUILITV OF THE TRUSS FABRICATOR OR CLARY. 2-8-0 74 PLF RUM 8-0-0 4-6-11 6-1-5 6-1-5 4-5-11 1-5-14 f2 #2 02 Max Height 3-4-3 12 3800 395# 452# 395# 25611, 12 x.16 L y L y 4 6 ee# 3x4 5x' 3x4 217# 3t5 y /VV E 570 128► 142# 1420 95# 240 r I ru 13840 1381► 3x5 3x4 5x6 3x4 3x8 N 13.5154% 13.5154% 2-8-0 20 PLF 6-0-0 7-1-5 7-1-5 7-1-5 1-4-0 30-0-0 Forces(L-P) D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area �/ UPLIFT CONNECTION REWIRED: ---F . ,2Z 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection Occurred at bottom joint N3. Maximum Live Load Deflection of .251' (4/15), Index-.251, (L/1434) Maximum Total Load Deflection of .394' (5/16). Index-.263, (L/914) 1 REV. 4-28-93 (NIND)Ar CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER . SM-6 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 N2 DS SP ENG. FOR: TRUE TRUSSSNC INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 B & D DATE: IS Dec 1992 I GRAND PRAIRIE. TX 75051 6'4 OL TC 7 2X4 #2 N SP I F� LAYOUT ID: 1214) 660-3940 -PLATEA A: -TFC-Fbii�TL LL SC 0 WEBS 395 33.33 DL SC 10 2X4 #3 SP ADDRESS: SCALE MEMBER TRUSS PLATE INSTITUTE (TOTAL 471/8 1/8 EXCEPT AS MAY EE NOTFD V LIMBER SHALL BE OF THE SPECIFIED MINIMM GRAS. 51 CONNECTOR PLATES SPALL BE INSTALLED SYMMETRICALLY ON 10) ALL 1EN5ION CHDRD NENBEPS ASbOPED TO BE CONTITlWUSL'Y 131 J0 INDICATES LATERAL SPACING MEMBE� (tyA mit 1 SPECIES. AID 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAI THE JOINT. BHAELD BY EITHER 3/0' 44114) Pl eKUDD Siff ATHING. 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS PEIMAt1Etil AND IS OF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED G) TOP CHORD SPLICES ARE NOT PECOlHNE:HDED TO OCCUR (MTU) OR Y HA i.L DR BRACT—MEMHERS SPACED 10' o c IMAX. TEMPORARY SPACING SMOLILO BE DONE 1N ACCOPOAt4CE KILN FOR DESIGN ARE BASED ON THE LATEST EDITION O THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. '"ESS No1E0 CITPEHMISE CURRENT TPI BRACING AND ERECTION PIIbL I CA Ii DNS. T IONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NIMBERS: UBC 2341. FHA TCB 2014. SBCC 11) ALL CC)PRESSIUN CHORD MEMBERS ASSUMEO TO BE CONT IHXAUSLYI 51 THIS DESIGN CONFORMS TO CURRENT TPI DESIG14 SPECIfICA- FOREST PRODUCTS ASSOCIATION. 7251. aOCA FILE 86-125 BRAEEU BY EITHER 3/B" (MIN 1 PI 11111110 SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOW# IRUSSES AMD 2) THI5 DESIGN IS aASEO ON CLARY CONNECTOR RATES ONLY. 91 THIS TRUSS HAS SEEN DESIGNED FCR THE LOADING SHOWN #MIN.) Ofl tWALL ON BRACT NG MEMPINS SPACED AT 16' O.C. QUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES 014LY. ON THIS DRAWING. INSTALLATION A140 USE SHALL COt4FORN (MAXI. 4X4LESS NOTED OTHERWI Sf.. 16) NO MENSER OF THE FOR MAY BE CUT OR ND01FIE0 IN ANO WAY, 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) MI TH TM IS DESIGN 12) INDICATES SEAHIND LUCATILN4 171 SPECIAL HANDLING CARE SHOULD BE TAKEN COFING SHIPPING A14 By LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE nIe-91 FOR RLCONMENUTATIONS SIZEC NG AND C IGUR -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY DF FABRICATOR, -THIS TRUSS I5 DESIGNED ONLY FOR THE LOADS SHONN. PROVISION fOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 1-4-0 3-f0-12 3-0-12 5-0-0 6-4-0 Max Height 7-4-3 74 PLF 12 12 193/273# 6 y y 2780 447# NV M � N Y \ a \\ I \\ 740 150/ 134# 600 \ r r � 902# 9850 (3 5)3BX [3 5139% 1 \\ On V A� -t4 20 PLF m 3x4 X6 4XB Lu Forces(L-P) BUILDING TYPE: Enclosed Residential 7-9-8 + 7-4-e _ + 6-4-0 _ _ CODE: Standard Building Code (SBCC# 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 6-5+ N AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .044' (1/15), Index-.061, (L/5864) Maximum Total Load Deflection of .069` (1/15), Index-.064, (L/3739) 1G REV. 4-28-93 (WIND)�� CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'6- SH-16 ID ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. - _---- DL TC 7 BC LUMBER PROJECT: CENTER 3703 8 & D DATE: 18 Dec 1992 GRAND PRAIRIE, Tx 75051 6'4 _ 2X4 #2 N SP 1 (214) 660-3940 L71T-E-AREA`- - K_TQC_--FDR S1L LL BC 0 WEBS LAYOUT ID: MEMBER TRUSS PLAT 296 33.33 ADL BC 10 2X4 #.1 SP ADDRESS: "- F INSTITUTE TUTAI 4/ SC AI.E: -. FXCFPT A'S MHO Nl. NUlfo 1/4 f) LUMBER SHELL BE OF THE SPECIFIED MINIMUM SkADES. 51 CONNECTOR PLATES SHALL BE IIISTALLEO SYM/EIRICALLY ON 10) ALL TT"11P"CIIL*'O MEMDERS A5:�1i CD 10 BE CONTII&Kht SLY 13) 0- INDICATES LATERAL BRACI103 HC.tt. 41fA MINI.) SPECIES, AND IS%MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BPA(Cl)0Y EITHER 3/0' /MIN) P1 10019)SHEATHING, f/2' ft) INSTALLATION AND EAECTIO14 OF THE TRUSS. fE.HMIENT. MD IS OF NIGIEP ALLOWABLE STRESS VALUES. ALL VALUES USED e) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (HIrl) DRYWALL OR BRACING MEMBERS SPACED 10' O.C. (MAX). TEMPORARY SPACING SHOULD BE DOPE IN ACCORDANCE 0110 FGR DESI ON ARE BASED ON THE LATEST EDITION OF THE IIA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. L LtSS NOTED UIHERWISE CURPENT TPI BRACING AND ERECTION PUBLIUTIOUS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS. UBC 1342. FMA TCB 20fA. SBCC 11) ALL COMPRESSION CHOHO MEMBERS ASSUMED To BE CONTIHAAXNSLY151 THIS DESIGN CONFDPMS TO CURRENT TPI DE5E61, SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7281. GDCA FILE 06-125 BRACED BY EITHER 3/0" (MIN) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED MOOD TROSSE5 AND 21 1HIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IM111I OR'+WALL. OR BRACING MEMBERS SPACED AT 16' 0— QUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING, INSTALLATION AND USE SHALL CONFORM NAA), LXA.E`.5 NUTLU OTHERWISE. 18) NO MEMBER OF THE TRUSS MAY BE CUT OR NODIf IED IN ANY MAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) INIDICAIES REAHIN(i LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEII O—INO SNIPPING All BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF �e9 ERECTION ON TRUSSES SEE NIB-91 FOR RECOMMENDATIONS TIM OF THE PLATE LENGTH, IDCNTI�AL JG AND CONFIGMATION, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPOFJSIRCLITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - 2" D,4C-FALSE BOTTOM CHORD INFORMATION FALSE BOT 12-0-0 ON RIGHT. VERTICAL SPACING-4-0-0. 3-7-8 3-4-5 3-4-5 3-7-13 5-4-0 5-4-0 USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. RUN — __ — —" USE 3x4 MIN. FOR SCARF ON FALSE BOT CHORD. 1-5-14 #2 02 02 #2 02 TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST OF HNA(.f1) N11H IA4 Max Height 7-4-3 PONT. LATERAL BRACING AT 2' O.C. MAX SPACING. 74 PLF 12 6 3320 3040 2600 B m 2491 9+ �� V L 2480 \� m V 1 841 1040 930 - n 330 104# 63# \\ \ \ \ VA Di 11311 1133/ 3x6 \ * * \, ' 13.5144X 13.5)44% \� o 01 j 700 3x4 - ---\ ©3.59 3 ra 6x5 3x4 20 PLF 3x6 12 12 3-7-8 5-0-8 5-4-0 4-0-0 6-8-0 Forces(L-R) 1-4-0 P BUILDING TYPE: Enclosed Residential - 24-8-0 _ CODE: Standard Building Code (SBCCI 1991) MIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7 f-1 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .372' (6/16), Index-.453, (L/796) Maximum Total Load Deflection of .583' (9/16). Index-.473, (L/5081 _ REV. 4-28-93 NIND),h,r CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 24'8' SMV-14 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 Y2 Cls SP ENG. FOR: TRUE TRUSS INC - �. 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEx 3703 B 6 D DATE: 18 Dec 1992 GRAND PRAIRIE, Tx 75051 6.4 DL TC 7 2X4 #2 N SP F 7 (214) 660-3940A: STa LL 8C 0 LAYOUT ID: WEBS 656 33.33 OL BC 10 2x4 #3 SP ADDRESS: SCALE MEMBER TRUSS PLATE INSTITUTE TUT AL 41 EXCEPT AS MAY OF NOTED 3116 11 LONGER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE 1145TALLEG SYNNETRICALLY ON 161 All TE145I011 CHORD MEMBERS ASSUMED 10 BE CONTINUOUSLY 131 0' INDICATES LATERAL BRACING MEMBLH 1,14 MIH ) SPECIES, AND /9x MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT BRACED BY EITHER 3/8" IMIN1 PLrWUUO SHEATHING, 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS, PEHMArkUT_ AND IS OF H16 ER ALLOWABLE STRESS'VALUES, ALL VALUES USED B) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR IMIHI DRYWALL UR BRACING MEMBERS SPACED 10' 0 C. IMAX). TEMPORARY BRACING SHOULD BE DONE IN ACCOHGAHCE WITH FOR DESIGNARE BASED ON THE LATEST EDITION OF THE ITA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHt RWISE CURRENT TPI BRACING AND ERECTION PIIBITCAll0NS, 11ONAL DESIGN STA DAPOS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342, FHA TCB 2014. SBCC 111 ALL COMPRE551014 CHURL MEMBERS ASSUMED TO BE CONTINuDUSLY15) THIS DESIGN CONFORMS TO CURRENT IPI UESIGU SPFCIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-126 BRACED 8V EITHER 3/8" THIN.) PLYHOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONECIEO WOOD �HaISSES AUD 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN MI11 1 OR/WALL OR BRACING MEMBERS SPACED AT 16' O.C. QUALITY STANDARDS FOR TRUSSES, 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES Of&Y. ON THIS DRAWING. I14STALLATIU14 AND USE SHALL CONFORM MAOI, (04.E55 HOILO OTHERWISE. 161 NO MEI4BER OF THE TRUSS MAY BE CUT OR 04OLlIFIEC) IN ANV MAY. A) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTSI WITH THIS DESIGN 12) INDICATES BEARING LOCATION 171 SPECIAL HANDLING CARE SHOULD BE IAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE 70 SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE MIB-91 FOR HECGMMENDATIONS SIZE CAL, OUT C LOADING AND CONFIGUR-ATION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISICAI FDR THE PREVENT ICN( OF PONDING MUST BE MADE AND IS NOT THE PESPONSIHR III OF THE TRUSS FABRICATOR OR CLARY. D _`-ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - 2" 4-FALSE BOTT014 CHORD INFORMATION FALSE BOT 12-0-0 ON RIGHT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS 3-7-8 4-2-4 4-2-4 6-0-0 3-4-0 3-4-0 USE 3x4 MIN. FOR SCARF ON FALSE BOT CHORD. RUN -- H -*------- TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BPACEO WITH 1x4 1-5-14 02 02 02 02 N2 CUNT. LATERAL BRACING AT 2N O.C. MAX SPACING. Max Height 6-4-3 74 PLF _ 12 6 3x4377/ 3450 2360 D 5f' sXs y 3fON ','- 1130 12 N \ \�. ,�� N 2780 \\ 1 �\ 1230 rn N a J50 1040 1020 e 1 330 1050 620 "!'►T � �� m r - 3xB — '_ 11320 11320 p 13.5)44% 13.5144% 1 '^I 7110 c 4x6 d 3.59 3 L� 6A 3x4 20 PLF 3x6 12 12 5 --� 3-7-8 4-2-4 5-2-4 4-0-0 6-8-0 02 02 N2 12 Forces(L-R) 1-4-0 24-8-0 D BUILDING TYOU Enclosed Residential ------- ---- CODE: 9tend3rd"Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area � UPLIFT CONNECTION REQUIRED: _7y.t=:.om ak AT EACH SUPPORT, NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS, No trusses: i Maximum deflection occurred at bottom )oint N2. Maximum Live Load Deflection of .337" (5/16), Index-.41, (L/878) Maximum Total Load Deflection of .529" (8/16), Index-.429, (L/560) ID REV. 4-28-93 (WIND),2,r- CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 248" SHV-12 ALPINE ENGINEERED PRODUCTS Inc2X4 N2 DS SP ENG FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. V�000 2-0-0 LL TC 30 GRAND PRAIRIE. TX 75051 6.4 OL TC 7 BC LUMBER 2X4 02 Ds SP PROJECT: CENTEX 3703 B 6 D DATE: 18 Dec 1992 1214) 660-3940 -PLATE"AREA: t3NC`--FOR-STL LL BC 0 WEBS LAYOUT ID: ' 632 OL BC 10 2X4 03 SP AGORESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 4/ I 3/16 ExCF PI AS MAY 14 Nn NFU 1 N LUMBER SMALL BE OF THE SPECIFIED MINIMM SPADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMIIETAICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CON11Nt10USLV 131 fir- INDICATES LATERAL BRACING MEMBER (Ix4.1N 1 SPECIES. AND 191 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/9" (MITI) Pt IWOOD SHEATHILM. 1/2- 141 INSTALLATION AND ERECTION OF THE ]ROSS. PERNMIENT. AND IS OF HI'DIIER ALLOWABPE LE STRESS VALUES. ALL VALUES USED B) TOP CHORD SPLICES ANOT RELON!*NOED TO OCCUR (NIN) DRYWALL C44 BRACING MEMEHS SPACED 10' P.M: (MAX). TEMPORARY BRACING SHOULD BE OOHE IN ACCOM"ICE WITH FOR DESIGN ARE BASED ON THE LATEST COITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UM ESS NOTED OIHEHWISE CURRENT TPI BRACING AND ERECTION PURI ICATIOTIS, TIONAL DESIGN STANDARDS PUBLISHED BY THE HATIONAI 7) V-2000 APPROVAL NUMBERS: UBC 2342• FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORO MEIABEF45 A55UMED TO BE COUTINUOVSLY151 THIS DESIGN COIFORMS TO CURRENT TPI GE51GIA SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251• BOCA FILE 66-125 BRACED BY EITHER l/0" (MITI.) PLYWOOD SHEATHING 112- TIONS FOR METAL PLATE CONNECTED MUOU TRUSSLS AND 21 THIS DESIGN IS BASED DM CLARY CONNECTORPLATES 01A v. B) THIS ]PUSS HAS BEER DE519NE0 FUN TME LOADING SHOWN (MINADRYWALL OR BRACING MEMHE RS SPACED AT /6' P.C. DUALITY STANDARDS FDA TRUSSES, 31 CONNECTOR PLATES SIZES AP[ BASED ON AXIAL FORCES ONLY, ON THIS BRAVING. INSTALLATION AND USE SHALL CONFORM IMAM. UXAES5 MOTTO OTHERWISE. 151 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED 114 AJIY MAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIUN 12) g811401CATES GEARING LOCATION 171 SPECIAL HANDLING CARE SHOULD BE TAWEN OURING SHIPPING AND ND BY LENGTH (ALONG SLOTS) ATHE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HID-91 FOR RECOMMENUATIONS C CPLATE LENGTH. C GUR TION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISIU4 FOR THE PREVE14TION OF PONDING MUST BE MADE AND IS NOT THE RESPOI-1SIUILITY OF 1HE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - 2" (�*- FALSE BOTTOM CHORD INFORMATION L+� FALSE BOT 12-0-0 ON RIGHT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. 1-4-0 USE 3x4 MIN. FOR SCARF ON FALSE BOT CHORD. 3-7-8M 3-0-8 f 3-4-0 M 4-0-0 I 4-0-0 5-4-0_ __ _ y TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1x4 RUN - -- CONT. LATERAL BRACING AT • O.C. MAX SPACING. 1-5-14 74 PLF Max Height 5-4-3 12 6 2710 2960 3451 236# 7 fy 3x4 3x423 �aS y 1. 4 y 3±P m 60 /` K 1 N 12 --- 236# 6 0}6 �j y 123/ � m � '� m I. 97# 1040 h m 330 1060 610 v T + 3x6 0 11330 11310 I 7%10 13.5144% (3.5)442 v 3xa --"a Q 3.59 3 c' 8x3 3x4 3x6 12 12 20 FILE 3-7-8 6-4-8 4-0-0 4-0-0 5-8-0 1-4-0 24-8-0 - D BUILDING TYPE: EnCIOSedrR&8fddential CODE: Standard Building Code (SBCC] 1991) WIND SPEED: 110 "* MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7f-/ 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .379' (6/16), Index-.462, (L/781) Maximum Total Load Deflection of .595' (10/16), Index-.482, (L/497) REV. 4-28-93 (WIQ16 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 24'8' SHV-10 G ALPINE ENGINEERED PRODUCTS Inc y�000 2-0-0 LL TC 3p 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 8 & D DATE: 18 Dec 1992 GRAND PRAIRIE, TX 75051 6"4 OL TC 7 2X4 #2 N SP (214) 660-3940 EA: -INU—FM-STS LL 8C 0 WEBS LAYOUT I0: 702 DL BC 10 2X4 #3 SP ADDRESS: CA E: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED I 3/16 Il LUMBER SMALL BE OF THE SPECIFIED MINIMUM TIRADES, 51 CONNECTOR PLATES SHALL BE INSTAL LEO SYMMETRICALLY ON 101 AL1 TEIISIUN CHORD MEMBERS ASSNNMEO 10 BE CONT IrAIOVSLV 13) Or INOICATES LATERAL BRACING MEMBER Iil4 MIN.) SPECIES.,AND 191 MA%INM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED By EITHER ,1/8" IMIH) PL fA0O1 SHEATHING. 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PELtMAI4NT, A140 a IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 5) TOP CHORD SPLICES ARE NOT PELON4EHDED TO OCCUR (AIR) DA—LI. OR BRACING MEMBERS SPACED 10' 0 (MAAj, TEMPORARY BRACING SHOULD BE DONE IN ACCO4OARCE WITH FOR DESIGN ARE BASSO ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UIU ESS NOTED OTHEMWISE CURRENT TPI BRACING AND ERECTION PURI.ICAIIDNS TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NANMBERS: Ux1C 2342. FMA 1C8 2014. SBCC 111 ALL COMPRESSIOI4 CHORO MEMBERS ASSUMED 10 BE CO NTINLOUSLY15) THIS DESIGN CONFORMS TO CURFIEtJl TPI DESIGN SPECIFICA- FORE ST PRODUCTS ASSOCIATION. 7251, BOCA FILE Ob-125 BRACED bN EITHER 3/0" (MIN.) PLNW000 SHEATHING. 1/2' TIONS FOR METAL PLATE COxNEC1ED WOOD TPUSSES A110 2I TIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN +NIN 1 ORYNALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALITY STANDARDS FOP TRUSSES. 31 CONNECTOR PLATES SIZES APE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING, INSTALLATION AND USE SHALL CONFORM (MAXI, UNLE55 NOTED OTHERWISE, 161 NO W48ER OF THE TRUSS MAY BE CUT OR MODIFIED 114 ANY MAY. AT CONrECIOR PLATE SIZES ARE CALLED OUT WIDTH IACROSS SLOTS) MI TN TNT DESIC44 121 6] INDICATES BEAPIH6 LOCA110H 17) SPECIAL HANDLING CARE SHOULD BE TAKEII DURING SHIPPI446 A140 BY LENWTM (ALONG SLOT ( AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF Oil ERECTION OF TRUSSES. SEE HIB-91 FOR RECOMMENDATIONS C T R CT N NG ANO CONE IGUR[O('ION. ____ -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE 14E MBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPDHSIb ILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT CINDER TOTAL LOAD - 2" D*FALSE BOTTOM CHORD INFORMATION FALSE BOT 12-0-0 ON RIGHT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FGR FASTENING FALSE BOT CHORD VERTICALS USE 3x4 MIN. FOR SCARF ON FALSE BOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 194 1 3-7-8 4 4-4-8 5-0-0 4-0-0 6-8-0_ CONT. LATERAL BRACING AT 2Y O.C. MAX SPACING. RLIN 1-5-14 02 #2 02 74 PLF _ Max Height 4-4-3 -� 384# 370/ 3841 236/ y L L 1 ]2 Sf 5 3x4 3x4 3x5 205# 6 — - -- j 123 � .�/ �� L 771 f04/ f00# I 3x6 33Y 1048 640 SO 4z8 13.5144% (3.5144% v I 7x -- -� _=f:1 3.59 3 r m 3x6 12 12 BAB cv 20 PLF 3-7-8 4-4-8 6-0-0 4-0-0 6-8-0 #2 02 #2 02 1-4-0 24-e-0 _ Forces(L-P) D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) HIND SPEED: 110 no MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 73`T AT EACH SUPPORT. NET HIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom )Dint #2. Maximum Live Load Deflection of .347' (6/16), Index-,422, (L/853) Maximum Total Load Deflection of .544" (9/16), Index-.441, (L/544) REV. 4-28-93 (WIND),47r CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS. 24'8" SHV-8 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 DS SP ENG FOR: TRUE TRUSS INC - 1BOf S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3703 B 6 D DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 5.4 DL TC 7 2X4 #2 DS SP 1214) 650-3940 l ATEA: -- -TNT:7-F0A- WEBS ITL LL BC 0 LAYOUT ID: F , 618 DL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 I 3/16 I FxCFPT AS MAY CNF NU1FU 11 LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES, 51 CONNECTOR PLATES SHALL BE IHSTALLEO SYMMETRICALLY ON /0) ALL IENSIUN C,rOHO MEMBERS ASSUMED TO BE CONIINlUUSLV 131 *' INDICATES LATERAL OAACItJG MEMBER (1x4 Mir,.) SPECIES,'Aran 19Z MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT EPACLD BY EIIHLR J/8' IMIN) PL MOOD SHEATHING, 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS, PEPMANFNT, AND IS OF HIGHER ALLOMABtE STRESS VALUES, ALL VALUES USED B) TOP CHORD SPLICES APE NOT RECOMMENDED TO OCCUR (MJi1) URrWALt. OR EHACING MEMUEHS SPACED 10' 0.c. (MAX). IEMPOPARY BRACING SHOULD BE DONE IN ACCOHGAHI-L WITH FOR DESIGN APE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. 1111I.ESS NOTED OIILEHWISE CURRENT TPI BRACING AND ERECTION PUUI ICAIIDIIS TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342, FMA TCS 2014. SBCC 11) ALU COMPRESSION Ct NRD MEMBERS ASSUMED TO BE CONTINJOU1SLY15) THIS DESIGN CONFORMS TO CURRENT TPI Dt SIGR SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOO TPL)SSES ANI) 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY, BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN I DRYWALL OR BRACING MEMBERS SPACED AT 16' o C. DUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES APE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CWOAM IMAfI. UNLESS NOTED OTHERWISE. 16) NO 1EMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. Al CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES REAPING LOCATION 17) SPECIAL HANDLIMO CANE SHOULD BE TAKEN CNAIHG SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR PECCMMENOAE IONS CPLATE LEKTH. IDENTICALN GURATION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN, PROVISION FOP THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE PESPOt1SIBILItY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - 2" D -FALSE 8011014 CHORD INFORMATION FALSE BDT 12-0-0 ON RIGHT. VERTICAL SPACING-4-0-0. USE N1r4114NN OF 2x4 PLATE FOR FASTENINO FALSE BOT CHORD Vt H1ICAi S USE 3.4 MIN, FOR SCARF ON FALSE BOT CHORD. TPLISS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE HPACEU WITH/ 1x4 2-4-8 CONE. LATERAL BRACING AT Q' O.C. MAX SPACING. RUN 3-7-8 3-10-4 4-1-12 4-0-0 1 3-2-4_r__3.-_5-12 74 PLF Max Height 3-4-3 2300 296# 3011 2660 236# 118# y b 1 y L 1 12 --- 2110 3x6 61, N 3x4 3x4 N y \� A x � ----- 1230 A 960 104# 810 c 3x6 m 330 105i 62/ O q T �^I 7x to Frf1320 1132/ d 3.59 3 c� 6x5 3x4 13.5144x 13.5144% 3x6 12 12 20 PLF 3-7-8 6-2-12 4-1-12 4-0-0 6-8-0 1-4-0 24-8-0 FOrcaB(L-R) D BUILDING TYPE: Enclosed Residential CODEf Standard Bulidinp Code (!BCCI 1991) WIND SPEED: 110 aph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7,35 d AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .44" (7/15), Index-.535, (L/673) Maximum Total Load Deflection of .69" (11/16), Index-.559, (L/429) RECOMMENDED CAMBER: .38" CIS REV. 4-28-93 (WIND W CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 24'8" SHV-6 ALPINE ENGINEERED PRODUCTS Inc y�000 2-0-0 LL TC 3p GRAND PRAIRIE.E. TX 75051 6'4 OL TC 7 2X4 Y2 N SP 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - - 1801 S. ASN BC LUMBER PROJECT: CENTEX 3703 B S 0 DATE: 18 Dec 1992 T 1214) 660-3940 A: —TFC-rOfi9Tl- LL BC 0 WEBS LAYOUT ID: Z 582 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 225 h.5. TOTAL 47 EXCEPT AS MAY OF N07ED 3/16 ti I.1MBCR ZMALL BE OF THE SPECIFIED MINIMUM GRADES. 51 COME CIOR PL411.S SHALL BE INSIALI.ED StMMETRICALL1 Ott 101 AL.L TE14SIUJ CHORD MEMBERS ASSUMED TO BE CUNIINUONSLY 13) 0' INDICATES LATERAL BRACING MEMBER (114 .111 SPECIES. AND 19%MAXIMUM NO 51ORE CONTENT, 0. SI ICH THAT THE JOINT BRACED Bf EINEM 3/B" 4MIN) l-1 tMOOD S14EA7HING. t/2' JAI INSTALLATION AND ERECTION OF THE TRUSS, t-E14MAr1EN1 ANO IS Of niWEA ALLOWABLE STRESS VALUES. ALL VALUES USLU 01 IOP CnOPO SPLII:ES APE NOT PECOMNERDEO 10 OCCUR (MINI ORYMALL OR BRACING MLMDLPS SPACED f0' 0 C (MAXI. TEMPORARY SPACING SHOIAD BE 001E 114 ACCGPCAIN'L HTTN FOR DESIGN ARE BASED ON THE LATEST EDITION OF TME NA- DIRECTLY ABOVE A BOTTOM CHOPO SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING AND ERECTIO14 PUBLICATIONS TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FIA TCB 2014, SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUUUSLV15) THIS DESIGN COLIFORMS TO CURREN1 TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. SOCA FILE 86-125 BRACED BY EITHER 3/6' IM IN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METPLATE CONNECTED WOOD TRUSSES AND 2) 1"75 DESIGN IS BASED ON CLARNN Y CONNECTOR PLATES O4.Y. 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN MINI DAtWALL OR BRACING MEMBERS SPACED AT 16' o C. QUALITY SIA DARDS FDR TRUSSES. 3) COd4ECTOR PLATES SIZES ARE BASED ON AXIAL FORCES 014Lt. ON THIS DRAWING. INSTALLA11014 AND USE SHALL CONFORM (MAXI, UNLESS NOTED OTHERWISE. 161 N1 MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTSI WITH /HIS DESIGN 12) INDICATES BEARING LOCATION. 171 SPECIAL HANDLITD CARE SHOULD BE TAMER CURING SHIPPING AND BY LENGTH (ALONG SLOTS( MD THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SMORTEP SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HIB-91 FOR PECOHMENOATIONS C T CT OtPLATE LENGTHIDENTICAL LOADLlGLO CGIff IGUHj T ION _ -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF P0140ING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - 2" jt-FALSE BOTTOM CHORD 114FORMATION FALSE BOT 12-0-0 ON RIGHT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 MIN. FOR SCARF ON FALSE BUT CHORO. TRUSS BOTTOM CHORD ABOVE FALSE BOTTDN CHORD MUST BE BRACED WITH 194 2-4-6 CONT. LATERAL BRACING AT (LY O.C. MAX SPACING. RUN t3-7-8 1 N 3-10-4 1 4-1-12_ -_4_0-0 3-2-4 -3-5.12 74 PLF 1-5-14 Max Height 3-4-3 2301 296/ 301# 266# 2361# 118# y y y i y 12 p z111 6 x 3X4 3x4 `� L ,A N 3X6 ru K -- - - —/�f-7 -—j ----- 123# \ m m 96# 1040 B10 Pi 3X6 - 11E �' 331 1050 620 0 1 T I 7x10 J�1� 3x8 11321 1132# D 3.59 3 C— B [3.5144% 13.5144% X 3xB 12 12 5 3x 4 20 PLF 6-2-12 4-1-12 4-070 57870 - — 1-4-0 24-8-0 Forces Q-R) D BUILDING TYPE: Enclosed Residentiat CODE: Standard Buitding Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: )!.3 S 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom point #3. Maximum Live Load Deflection of .44" (7/16), Index-.535. (L/673) Maximum Total Load Deflection of .69" (11/16). Index-.559. (L/429) RECOMMENDED CAMBER: .38" REV. 4-28-93 (WIND) lkr CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: y 2418" SHV-6 ALPINE ENGINEERED PRODUCTS Inc V 2000 2-0-0 2X4 i2 N SP ENG FOR: TRUE TRUSS INC - 7 1801 5. GSW PKWY. LL TC 30 �� GRAND PRAIRIE. Tx 75051 6'4 OL TC 7 BC LUMBER PROJECT: CENTEX 3703 B 6 0 DATE: 18 Dec 1992 - n 1214) 660-3940 PLATE AREAS INC FOR STt (L BC 0 2X4 t2 N SP ? WCHS LAYOUT T0: 582 OL BC 10 2X4 N3 SP AOORESS: -- - - j MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: 225 IR.S. TOTAL 41 FxCFPT AS MAY 131- NOTED 3/16 �'`