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Permit 1609 Linkside Dr (vault) ADDRESS BUILDING PERMIT NUMBER INSPECTIONS: FOOTING c UNDER SLAB PLUMBING SLAB FRAM I NG COVER-UP INSULATION FINAL BUILDING ' CERTIFICATE OF OCCUPANCY l o 3 �� ELECTRICAL PERMIT # / O Cl) INSPECTIONS ROUGH _ 61, - /- / FINAL / O za MECHANICAL PERMIT # 10 -71 / PLUMBING PERMIT # NOTES : 1 CITY OF la m 130 - � Office of Building Official REQUEST FOR INSPECTION / S-F Data ` ` -31� Permit No. Time ,f .M. Received Job A foss — Locality Owner's Name Contractor _ 1 ING CONCRETE ELECTRICAL PLUMBING ram�ng C Footing C Rough Wiring ou Gond.& 0 Re Roofing Stab C7 Temp Pole C Top Out _ Heating Insulation C Lintel C? Fina! C Sewer _ Fire Place C Pre Fab READ INSPECTION A.M, Mon, Tues. Wed. Thurs. Friday A.M. Inspection Made _ PM, fnspecior_ ` r'` Fina!Ins ertificatof ccupan Date _ _ AAAIAINWWDA 101/1.5.2-97 TEST REPORT SUMMARY MI HOME PRODUCTS,INC. SERIES/MODEL: 470 HP TYPE: Aluminum Sliding Glass Door(OXO) Title of Test Results AAMA Rating SGD-R40 12'-0"x 6'-8" Overall Design Pressure ± 40 psf Operating Force 15 lb.max. Air Infiltration 0.24 cfm/ Water Resistance 6.00 psf Structural Test Pressure f 60 psf Deglazing Passed Forced Entry Resistance Passed Reference should be made to Report No. CTLA-744W-B for complete test specimen description and data. ERTIFIED ESTING ABORATORIES �o IArchitectural Division • 7252 Nazcoossee Rd. •Orlando,FL 32822 (407)384-7744'• Fax(407)384-7751 Q Web Site: www.ctlarch.com E-mail: ctlarch.com Report CTLA-744W-B Report Date: November 15,2001 STRUCTURAL PERFORMANCE TEST REPORT Client: M I HOME PRODUCTS 650 WEST MARKET STREET P.O. BOX 370 GRATZ,PA 17030-0370 Product Type and Series: Model 470 HP Aluminum Sliding Glass Door SGD-R40 (144" x 80") Actual Structural Pressure D/P + 40 psf= Structural Test Pressure 60 psf Actual Structural Pressure D/P -40 psf= Structural Test Pressure 60 psf Test Specification: AAMAINWWDA 101/I.S. 2-97,"Voluntary Specification for Aluminum,Vinyl(PVC) Wood Windows and Glass Doors". Test Specimen Frame: The extruded aluminum main frame measured 143.75"x 80.25"overall. Coped and butted corner constriction secured with two(2)#8 x.750",PH.,pan head,SMS each corner. (Two (2)panel track.) Configuration: OXO as viewed from the exterior left to right. Panels: Two(2)fixed panels and one(1)active panel in center,measuring 48.25"x 78.5".One(1) astragal fixed panel left of center measuring 48.75"x 78.5". One(1)fixed panel right of center measuring 47.5"x 78.5"Clear lite opening for each measured 45"x 75".Coped and butted corner construction secured with one(1)48x.75"Pan head,S.M.S.fastener at each corner. Weatherstripping: Quantijy Location Three(3)strips Woolpile with integral Each Frame head/left and plastic fin.170."high right jambs Two(2)strips Woolpile.300"high Active panel bottom rail Two(2)strips Woolpile with integral Inactive interlock panel stile plastic fin.170"high One(1)strip Woolpile.300"high Threshold Hardware & Location: anti Description Location One(1) Single steel roller Active panel bottom assembly in steel housing rail each comer �. One(1) Flush mount mortise lock Active panel lock stile midspan `L One(1) Metallic keeper Astragal panel lock stile midspad�".•�': �'+ ' One(1) Panel stop Left jamb �G`.,••. ., • � c tij ;.. Page:'2 of 3 M L Home Products Report# CTLA-744W-B Glazing: 5/32"Clear tempered glass,channel or marine glazed with vinyl wrap around glazing gasket. ,.sealant: A silicone type sealant was used to seal the main frame to the wooden test buck(interior& exterior). A narrow joint/silicone type sealant was used at each frame corner. Weep System: Two(2)weep notches located on frame sill.750"from each jamb. Reinforcements: One(1)aluminum C-Bar measuring 3"x 1.421"x.250"located on active panel left stile. Secured with seven(7)#8 x.500"P.H.,flat head fasteners.One(1)aluminum L shaped bracket measuring.125"x 1.500"x 2.250"located on frame head secured with#8 x .75",P.H.,pan head,S.M.S.fasteners., Additional Description: N/A Installation: Head: Fourteen(14)#8 x 1.50"P.1-L,pan head,S.M.S.were used in two(2)parallel rows of seven(7).Measuring from left jamb 3.75",28",52",73",95.75",115" and 139.75". . Sill: Seven(7)#8 x 1.25"P.H.,flat head,S.M.S.were used on sill.Measuring from left jamb 5.75",24',48",70',95', 116-and 137.75". Jambs: Eight(8)#8 x 1.25",P.H.,S.S.,S.M.S.were used in two(2)parallel rows of four (4).Measuring from head 3.5",38",42"and 74.5". Surface Finish: Mill Comment: Nominal 2 mil polyethylene film was used to seal against air leakage during structural loads. The film was used in a manner that did not influence the test results - `' -} Performance Test Results Paragraph No. Title of Test Method Measured Allowed ASTM E283-91 2.1.2 Air lnfiltration .24 cf n/ft2 .34 cfin/ft2 @ 1.57 psf This test specimen exceeds performance levels specified in AAMA/NWWDA 101/I.S-97. Results reflected in two(2)decimals at the clients request. 2.1.3/4.3 Water Resistance ASTM FS47-93 No Entry No Entry 5.Ogph/ft Four(4)five(5)minute cycles WTP=5.25 psf ASTM E 331-93 No Entry No Entry One(1)fifteen(15)minute cycle Unit tested with and without insect screen. 2.1.3/4.3 Water Resistance ASTM E547-93 No Entry No Entry 5.Ogph/ft Four(4)five(5)minute cycles WTP=6 psf ASTM E 331-93 No Entry No Entry One(1)fifteen(15)minute cycle Unit tested with and without insect screen. _ ,r J F Or„ o . J alar. ' Page:3 of 3 M.L Home Products Report# CTIA-744W-B r-~-2.1.4.2/4.4.2 Uniform Load Structural ASTM E330-90 Permanent Deformation Ten(10)second loading @ 60 psf Positive .069" .314" @ 60 psf Negative .271" .314" 2.1.8 Forced Entry Resistance AAMA 1303.5-76 Test A .0" 1/z" .Test B .0" 1l2" Test C .0" Test D,E&F .0" Test G .0" IA" 2.2.19.5.1 Operating Force AANLA/NVV"A 101/IS-97 Measured to open/to keep m motion Allowable to opan/to keep in motion Active Panel 15 lbs. 12 lbs. 30 lbs. 20 lbs. 2.2.19.5.2 Deglazing ASTM E987-88 Top Rail 70 lbs. 017"= 3.4%<100% Bottom Rail 70 lbs. .015"= 3.00/a<100% Lead Stile 50 lbs. .020"= 4.0'/0<100% Interlock Stile 50 lbs. .022"= 4.46/6<100'/0 Test Date: August 4,-2001 Test Completion Date: August.4,2001 remarks: Detailed drawings were available for laboratory reeds and comparison to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by CTL for a period of four(4)years. The results obtained apply only to the specimen tested. This test report does not constitute certification. of this product, but only that the above test results were obtained using the designated test methods and they indicate compliance with the performance requirements(paragraphs as listed)of the above referenced specifications. Certified Testing Laboratories assumes that all information provided by the clients is accurate and that the physical and chemical properties of the components are as stated by the manufacturer. Certified Testing Laboratories,Inc. Christopher Bermett = `t�.�� s • "" Lab Manager v: �' t• Architectural Division _ 4 cc: M. I.Home Products (2) J o A.L.I. 2 i� '. •, �� c- RameshPatelP.E. (1) •'••....•�" File (1) APPLIED ENGINEERING CONCEPT, INC. P. 0. BOX 12-6403 HIALEAH, FL. 33012 TEL. (305) 820-0550 FAX (305) 820-9620 CLIENT. MI HOME PRODUCTS FILE NO. 02-0143 JOB NO. 02-0161 DATE: 12/05/01 SERIES: SGD 470 HP APPLIED ENGINEERING CONCEPT, INC. P. 0. BOX 12-6403 HIALEAH, FL. 33012 TEL. (305) 820-0550 FAX. (305) 820-9620 TABLE OF CONTENT • ANCHOR VERIFICATION • ANCHOR CALCULATION • COMPARATIVE ANALYSIS • GLASS VERIFICATION CLIENT.- Ml HOME PRODUCTS FILE NO. 02-0143 JOB NO. 02-0161 DATE: 12/05101 SERIES: SGD 470 HP • APPLIED ENGINEERING CONCEPTS, INC. CLIENT: MI HOME PRODUCT P.O.-BOX 12-6403 FILE NO. 02-0143 DATE: 12/5/01 HIALEAH, FL. 33012 JOB NO. 02-0161 TEL: (305) 820-0550 FAX: (305) 820-9620 SHEET: 1 OF 6 REVISION DATE: BENDING ON CANTILEVERED PORTION OF SCREWS SCREWS OR BOLTS ARE CANTILEVERED 0.250 INCHES WITH 1114" PENETRATION SCREW TYPE : 0.187 3116"4 314" TAPCONS wel Fy= 65,000 PSI ON y 4 , t Fb=0.75 Fy X 413 = 65000 PSI ( SENDING ON ANCHORS ) . E Fu= 100,000 PSI Or Fv=0.17 Fu X 413= 22667 PSI ( SHEAR ON ANCHORS ) ��'�f'��nQ• �' -mac '�.'tea MINOR DIAMETER AT THE SHANK= 0.187 INCHES j S= .098 D "3 = 0.00064 IN"3 f:. ..... . .. CGI.. AREA= 0.0275 INCHES SQUARE AT MINOR DIAMETER N y r CALCULATE MAXIMUM SHIM SPACE = 0.250 •;. s ,•' . CALCULATING BENDING fb= PL/S= 51276 PSI fb/Fb= 0.78886311 ILESS THAN 1.0 SHEAR ON ANCHORS fv=P/A 4786 PSI tv/Fv= 0.21113689 LESS THAN 1.0 COMBINED BENDING PLUS SHEAR ( fb / Fb ) + ( fvIFv )< = r P=11 131 JI LBS APPLIED ENGINEERING CONCEPT, INC. CLIENT: MI HOME PRODUCT P. O. BOX 12-6403 FILE NO. 02-0143 HIALEAH, FL. 33012 JOB NO. 02-0161 DATE: 12/5/01 TEL.(305)820-M FAX (305)820-9620 SHEET: 2 OF 6 "rest Unit" Product: Alum. Sliding Glass Door Series: SGD-470 HP TEST UNR Lab.No.: CTLA-744W-8 Unit Width: 143.7 (in.) Unit Height: a0 (in.) Glass: 5132"TEMPERED GLASS r = Sill Ht.= 2.000" Un on CTLA-744.8 ' ' ' �< �';�:,�:�': Unit WTP= 6.00 (PSF) . .. ` fi Heigtrt Reinf.: No t "- 80.25 Panel Width: (in.) Panel Height (in.) Area(Al) 18.32357 (ft^2) Kd1 *' (DP+) P1= 40 psf Int. 62.174341 (DP) P1= psf ext. Ka 143.75 6.3296284 Unit Width --e.- "ComaaraWe Unit° Unit Width: 92.5 (-in. Kd +P2 Unit Height: 80.2.5 (in. ) 65.919838 r` k Panel Width: 30.0 (in.) Kf +P2 t Panel Height: A (in. ) 6.8025076 F, Area(A2)= 13.22917 (ft"2) Kd -P2 -` 4 80.25 (DP+) P2= 53A psf int. 65.919636 Unit (DP) P2= 4 psf ext. Kf -P2 Height 6.8025076 :3+. "CALCULATIONS" 'L. A) Check Deflection. 925 P2=P1xA1xL1^2xKD2/(A2xL2^2xKD1)= U►dt KIM --a,- (positive) 5Z PSF SAMPLE UNIT(negative) (negative) 5$Z. PSF DP POSITIVE R A tit .. P-stress P-deflect P-condd P-towest t T"r B)Check Fiberstress. t_".542681 58.74097 55.40354 5- P2=P1xA1xL1xKF2/(A2xL2xKF1)= (positive) 59.5427 PSF DP NEGATIVE (negative) 59.5427 PSF P-stress P-deflect P-condd ter. 59.54268 58.74097 55.40354 '•:. >.rr= r. C)Check Concentrated Load. �.,'•,�_ `� P2=P1xA1/A2= (positive) 554 PSF Water Pressure . (negative) 55A PSF Equivalent to D.P. NOTES: +PSF 40 `��111tlIIll11/�!/ Equivalent Design Pressure= (positive) 40.0 P$f a�`��4N GWZ '�*,, Equivalent Design Pressure= (negative) 5,1.4 PSE .��~� •'Z 1 F 1 C^LF��; Max. Structural Test Pressure For This Unit= (positive) 60.0 p �'��•� '�l'' Max. Structural Test Pressure For This Unit= . (negative) 0A PSE N0. 55474 M � • STATE OF w %��`'•-c<Q f�104' Vit`` 1 _....._.......... .... APPLIED ENGINEERING CONCEPT, INC. CLIENT: MI HOME PRODUCT P. O. BOX 12-6403 FILE NO. 02-0143 HIALEAH, FL. 33012 JOB NO. 02-0161 DATE: 1215/01 TEL. (305)820-0550 FAX (305)820-9620 SHEET: 3 OF 6 Test LInit Product: Alum. Sliding Glass Door Series: SGD-470 HP Lab. No.: cn A.r4 ws Test Size: 143 31,C x 801 W Glass: SW TEMPERED GLASS TEST PANEL SIZE: Reinf.: No Vvkft(in) 48.75 Kd Sill Height: 2.00(r Length(in) 78.5 .17434 WTP= 6.00 Ame(tt^2) I&JZW Kf oP(ps0 40 6.329628 CompamOve Ma Is Desi n Pressure Panel Pand 513'2"TEMPERED Raw Raw Fasteners At Length(in) Width On) -PSF +PSF Fasteners Fasteners Interlock At Jambs At Head 30 55.4 40.0 1 5 9 2 T8•S 36 48.5 40.6-1 5 9 2 -� 48 40.3 40.0 5 9 2 ..... a+ NO Jr;•i . f APPLIED ENGINEERING CONCEPT, INC. CLIENT: Mi HOME PRODUCT P.O. BOX 12-6403 FILE NO. 02-0143 HIALEAH, FL 33012 JOB NO. 02-0161 DATE: 12JSIOI TEL M,820-0550 FAX.(305)820-9620 SHEET: 4 OF 6 Tga Un Product: Alum.Sliding Glass Door Lab.No.: cru 7+tw43 Series: SGD-470 HP Glass: SW TERM GLASS Test Size: 143 31,C x 801/4" Reinf.: No TEST PANEL SIZE: Sill Height 2.00(r vfr M(in) 48.75 Kd WTP= 6.00 urath(n) 78.5 Am M-2) 18 Kf oP(pol) 40 9.3298281 Note: (to compare new unit to the unit tested) Y• �NEW PANEL SIZE: Comparative UnitOYM n $ +PSF +WTP Wkkh(in) t wom(in) Kd rcr N.. 2) P-stress P-deflect P-concid P-lowest P+lowest +h hest 30 65.91964 6.802508 13.22917 59.54268 58.74097 55.40354 55.4 40.0 36 78.5 64.50192 6.630426 15.125 50.7619 50.27315 48.45902 48.5 40.0 48 62.2868 6.344904 18.16667 40.44284 40.41845 40.34547 40.3 40.0 NOTES: ( positive)+Design Pressure Llmited VVTP max. rformance. Max. Water Test Pressure For This Unit= E Equivalent Design Water Test Pressure= 6 p �•�'� P t.t 0!J �k .G ,':', %,�i� �f.,• 1 .., :, ,. . .rte:n� _.�� ' No. 55474 " STATE OF • • �� NA INI AP PLIED ENGINEERING CONCEPTS,INC. CLIENT: MI HOME PRODUCT P.O.BOX 12.6403 FILE NO. 024143 DATE: 1215101 HIALEAH,FL.33012 JOB NO. 02-0161 TEL:(305)820-0550 FAX:(305)8204820 SHEET: 5 OF 1 REVISION DATE: ANCHOR CALCULATION TEST LW 8116"%-13/4'`x APCDIIS7=1 SHEAR CAPACITY: 131 LBS ALLOWABLE 114"SHIM SPACE DESIGN PRESSURE(+) i°=ry PSF DESIGN PRESSURE(-) ¢ _ F SINGLE 1433M TEST PRESSURE PSF ROW AT TEST PRESSURE 0PSF," PSF HEADIS PANEL WIDTH ';'. INCHES : ,IAMB C.C.SPACING(MAX• 89 2' INCHES ��1„..,.: HEAD d SILL C.C. SPACING(MAX.) INCHES , � ; S PANEL HEIGHT INCHES 1/4' ooLl" ANCHORS Q INTgtLOCI( RMAr JAMN ANCHORS g INTFI2L'OCIC 01m; =3'`,�.. TTOM •` .,.• 1/4"--21/4'F.H.TAPCONS ti% UNIT INSTALLED WITH A DOUBLE ROW OF FASTENER IN JAMBS UNIT INSTALLED WITH A SINGE ROW OF FASTENER IN HEAD&SILL 48.75 INSTALLATION DUMAMFASTENERS POSITIVE NEGATIVE 6 U6'•APART DESK3N PRESSURE: 40 PSF DESIGN PRESSURE. 40 PSF TEST PRESSURE 60 PSF TEST PRESSLIRE60 PSF TESTED WT FASTENER CALCWATION AT DESIGN PRESSURE '"".;" `rCt JAMBS HEADISILL TRIBUTARY AREA OF FASTENERS: 3.10 S.F. 3.35 S.F. • _ 'If''t W-21/4'F.N.TAPCONS JAMB (+)D.P. 123.99 PLOSARS ORF 62.0 LBS. JAMB O D.P. 123.99 FAST 82,0 PERIFAST LBS.PER F,I{: .,•� o` 1l4'-2114"F.H.TAPCON8 HE4DJSILL (+)D.P. 134.$7 PARS OF 67 3 LBS. • •• �t4;r •L HEADOLL ()D.P. 134.57 FAST 67.3 PERIFAST /1rrlts$6i4tij�� TRIBUTARY AREA OF FASTENER AT INTERLOCK: 18.32 S.F. 114"-2114'F.H.TAPCONS TOP (+)D.P. 386.47 LBS. 122.2 LBS. TOP (-)D.P. 368.47 LBS. 122.2 PERIFAST 114",2114"F.H.TAPCONS BOTTOM (+)D.P. 386.47 LBS. 1222 LBS. BOTTOM (-)D.P. 3WAT LBS. 122.2 PERIFAST AT 1.5 TIMES DESIGN PRESSURE I.1 T' TRIBUTARY AREA OF FASTENER AT JAMBS: 3.10 S.F. 1` Ls•� + LBS.PER •�� 114"-2 114"F.H.TAPCONS JAMB ( )S.T.P. 185.96 PARS OF 92.99 LBS. '• '•' ; tit•• JAMB (-)S.T.P. 185.98 FAST 92.99 PERIFAST vY HEAD/SILL {+)S.T.P. 201.86 LOS.PER 100.93 r+ 1K"-21/4"F.H.TAPCONS PAIRS OF LBS. HEADMILL (-)S.T.P. 201.86 FAST 100.93 PERIFAST TRIBUTARY AREA OF FASTENER AT INTERLOCK: 18.32 S.F. + •4a��I1(�� 114"-2 114•F.H.TAPCONS O S.T.P. 549.71 LBS. LBS. 'e ,, ,.,`'•' (-)S.T.P. 549.71 LBS. 183.24 PERIFAST PROPOSED FASTENERS FOR FIELD INSTALLATION: 3116"i 1 314'TAPCONS WITH A 1 1/4'MIN.EMBEDMENT: I i i INSTALLATION ANCHOR INSTALLATION ANCHOR 3/16•DIA. TAPCON /'eSCREW(TIP. SHIM AS REO'0 ONE BY W000 CONCRETE OR WHERE TAPCONS ARE (SEE NOTES) BUCK BY OTHERS TAPCON INSTALLATION CHART MASONRY OPENING NOT REO.=.) BY OTHERS LOCATION IN A h A.JAM CAULK BETWEEN CALL DOOR UP TO 46 PSF 61 PSF UP TO WOOD BUCK& SIZE SIZE 45 PSF To 60 to 7o 7o PSF ONE BY WOOD MASONRY OPENING /-�CONCRETE BUCK BY OTHERS BY OTHERS DOOR FRAME D / OR MASONRY DP PSS.OP P OP DP QJAMS ✓ OPENING 5068 X0,O%.Xx 50 X 50 3 3 3 I _ 8Y OTHERS 6068 K0,OX,Xx 72 X BD 4 4 4 4 SHIM AS REO'D Q 8068 X0.OX. XX 96 X 8o 5 5 5 4 (SEE NOTES) 4 4 1-1/4'MIN. p 10068 XO.OX, xx 120 X 8o 6 6 7 4 4 Q EMBEDMENT 5080 XO,OX.Xx 60 X 96 3 3 3 5 6080 XO.ox,xx 72 x 95 3 3 3 5 sow X0,ox. Xx. 96 X 96 4 4 5 5 INSTALlAT10N ANCHOR )MpDX_ Xx 1 % 8 6 6 7 5 1/4'MAX. D D 3/16'OTA. TAPCON 766 %0 91-SAX 4 SNDA SPACE GLAZING 9066 O%O 109-3N X 80 5 $ 6 4 (SEE NOTES) 12068 0X0 145-Sp X 80 7 7 9 4 15068 0X0 181-3/4 x 80 8 10 it 4 STUCCO p CAULK BETWEEN 7660 OXO 91-3/4 X Be 5 .5 5 5 BY OTHERS WOOD BUCK& 9080 OXO 109-3/4 X 96 5 5 6 5 MAS'Y OPENING 12080 0X0 t45-3/4 x 96 7 8 9 5 BY OTHERS1 X 181-11,X 8 11 13 5 xlX tpa X PERIMETER 9068 XIX 106-9/16 X 80 - 5 5 6 4 CAULK BY 12068 XIX 142-ops X 80 7 7 6 4 OTHERS INSTALLATION ANCHOR 15668 XIX 178-t/u X 80 8 10 11 4 16 SCREW{TVP. 7686 XIX 66-Int x 96 5 5 5 5 WHERE TAPCONS ARE 9080 XI% 106-t/.a X 96 5 5 6 5 EXTERIOR NOT REO'D.) 12080 Ox 142-spa x 96 7 8 9 5 1 11221 aX9 11 1 1 $ 1006 OXXO.%XXX 12 -V/t X 60 6 4 GLAZING - 1-1/4'MIN. 12056 OXXO,XXXX 144- (SEE NOTES) HEAD FRAME PERIMETER CAULK EMBEDMENT 16068 OXXO.xxxx 192-SA X 8o 9 10 182 4 BY OTHERS 10080 OXXO.XXXX 120-5/6 X 96 6 6 7 5 12080 OXXO. XXXX 144-5/a x 96 7 B - 9 5 STUCCO 0U1LDiNG PLANS EXAMINSR 1 0 192- X 96 9 12 14 5 BY OTHERS REVIEWED FOR EIXIRDOOR WIOTH INN MAC, CODE COMPLIANCE DOOR'MOTH HIM EXTERIOR HE1cnr s '$PAS NEEP THIS PLAN ON 1D8 A APR 17 2002 SECTION 8- Building Zon�in Inspection D' FL B e elniner SfgrHItU License No. ��rVSt�V.4LL DOOR FRAME �: Vr/V DOOR SKl 11 DOOR MATERIAL: ALUMINUMO ALLOY 606). / HEIGHT N !) TAPGON TYPE CINWS MUST BE 7 SUFFICIENT LENOIH TO ACHIEVE MIN.EMBEDMENT OF 1-1/4'WTO MASONRY OR CONCRETE.MiE. AN 3) ALTERNATE TAPCON NSIALLANON ANCHORS FRONT TO BACK N ALL FRAME MEMBERS 41 USE LATEX CAIAX FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR 5) IF EXACT DOOR S ZE IS NOT LISTED N ANCHOR CHART.USE ANCHOR OUAN11tY OSTEO'NIH NEXT LARGER SIZE,FOR 111E APPROPRIATE DES"PRESSURE REOID. 6) 5110.E GLAZING SHOWN.NSULLATTA GLAZING ALSO APPROVED.TEMPERED GLASS THICKNESS MAY VARY PER REOIXRLMENTS OF ASTM 0300 GLASS CHARTS. 7) ALL FACTORY APPLE=HOLES NOT DESIGNED FOR TAPCON ANCHOR SHORO BE FILLED VITA/6 SCREWS OF SUFFICIENT •-� L041"70 PROWOE UK S/r EMIMMENt INTO WOW BUCK. S 8) JAMB/11U.C=RIERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. IVY` I ly d V 6) SHIM AS REOTI.AT EX SET OF NSTALLALW MOORS,-MAX ALLOWABLE SHIM STACK TO IN 1/4-, A 10) ALL INSTALLATION ANO60RS MUST BE MADE OF CORROSION RESISTANT MATERIAL& W 1t) �T INSTALLATION ays mvwm PANEL AID'o'REPRESENTS FIXED FARM APPROVED CONFIGURATIONS ARE AS LISTED EXTERIOR ELEVATION 12) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHORN ON THIS DRANK HOWEVER INSTALLATION SECTIONS'A-A•e W _ 'B-B'APPLY TO INSTALLATION OF ALL APPROVED CONFONS URATO 4 v BETWEEN IAPCOM AN04M TO BE 74-MC EMBEDMENT t4) SERKS 44 SLONG MIN. 13MAX ALLOWABLE CL SS DOOR M SHOWN.THIS PRINT ALSO APPLIES TO 430 A 440 SfJlrtS.••, ••• -F' Q V 15) WHERE DOOR IS INSTALLED IN WOOD FRAME STRUCTURE.USE/10 SCREWS OF SUFn0w LEIST046 R"EiE.h:n• M I HOME P R 0 D U C I S LIBERALLY APPLY MK EMBEDMENT 000 SUBSIRAIL PLACE 810 SCREWS 6•FROM CORNERS!24.MG 4Ak •' S L, s`IAi oRl"�uTNoRIc4;'•.� 1y GRATZ, PA. IN RED OF CONCRETE INSTALLATION ANCHOR 18 Sn*IYw, NSTALLATON ANCHOR ; H0 471521 �, TInE: SERIES 470 SLIDING GLASS DOOR )MERE TAPCONS ARE A 3/16.ORA.IAPCO14 /,, F , INSTALLATION HATH TAPCONS CONCRETE OR NOT REO-0.) _ / 1 :T A. Q •M, MASONRY OPENING y 'J1', ♦ .'`N SER`MANUAL MARTINEZ BB 1/29/02 BY OTHERS SECTION A-A 1111��•fCf RiL•�` ,'1 CIVIL SCALE: N.T.S. ° "11QMIHP0018 Ly_ S/ HL •r � FL,REO,— 47182 EV.RLt"M S1NRT: OF 1 Fao ata an rWaauet•w+ae Wa aW+RnMa INE,to wic-s ML Oa.%w aW KANmK new. mu nac w mm-sut r..w1 "Am f APPLIED ENGINEERING CONCEPTS,INC. CLIENT: Mi Home Products P.O.BOX 12.6403 FILE NO. 02-0130 DATE: 1215101 HIALEAH,FL.33012 JOB NO. 02-0161 TEL:(305)820-0550 FAX: (305)820-9620 SHEET: 6 OF 6 ASTM E 1300 Glass Load Resistance Report JOB DETAILS: File Name: Mi Home Products Glass Location: Sliding Glass Door Project Name: Mi Home Products WINDOW GLASS DETAILS: Rectangular Dimensions: Width: 46"in.Width:76"in.Height: Window Construction: Monolithic1N11N \,` listy, Window Orientation: Vertical �```�4N GU/L f/11 IvA Nominal Thickness: 5/32" 1 FIC"'- Window Glass Type: Tempered •V� q No. 55474 SHORT DURATION LOAD, RESISTANCE AND DEFLECTION DATA: ice:• STATE OF Load (<=60 sec.) : 66.1 psfFactored ��.c`••.c� R 1�P'`�'w ApproximateCenteof Glass Deflection: 84.4 4� ,��'�f{/Cis`S�Q�AL•��`$�`\` CONCLUSION: Base on your design information,this glass configuration will resist the specified load' STATEMENT OF COMPLIANCE: Procedures followed in determining the resistance of this window glass configuration are in accordance with ASTM E 1300-97. DISCLAIMER: This software can be used to determine the load resistance of specified glass types exposed �'''';;�0% to uniform lateral loads of short or long duration subject to the following conditions: AV o The glass is free of edge and surface damage and has been property glazed in the opening in conformance with the manufacturers recommendations; • The glass is supported on all four sides by a framing system sufficien sufficiently f' ` to limit lateral deflection of the glass edge(not center of glass)less than to r ,� U175 of the glass edge length; o The laminated glass factors for short term loads are representative of room temperature data to which the glass is exposed. ,f For other limiting conditions that may apply,refer to Section 5 of ASTM E1300 and local building codes.' l 1 i THIS FENESTRATION PRODUCT COMPLIES*WITH THE NEW FL OR/DA BUILDING CODE FOR RESIDENTIAL BUILDINGS WITH A MEAN ROOF HEIGHT OF 30 FT.OR LESS, EXPOSURE"B" (WHICH 18 INLAND OF A LINE THAT IS 1500 FT.FROM THE COAST), AND WALL ZONE"5- (INSTALLED NEAR THE CORNER OF THE BUILDING). PER ASTM E1300, THE CORRECT GLASS THICKNESS,BASED ON THE NEGATJVE DESIGN PRESSURE(DP)LISTED BELOW,HAS BEEN INSTALLED IN THIS UNIT. THE GLASS THICKNESS IS BASED ON ITS'WIDTH,HEIGHT,AND ASPECT RATIO. Series 470HP SLIDING GLASS DOOR—all 6'- 8" High Panels • 2'- 6" WIDE DP + 40.0 / - 55.4 • 3'- 0" WIDE DP + 40.0 / - 48.5 • 4'- 0" WIDE DP + 40.0 / - 40.3 THIS PRODUCT MEETS THE REQUIREMENTS FOR STRUCTURAL LOADS,WATER AND AIR INFILTRATION PER ATTACHED AAMA PERFORMANCE LABEL. BE ADVISED THAT IF LOADS ARE PLACED UP TO OR EXCEEDING THE TESTED LEVELS,THIS PRODUCT MAY BE ALTERED IN SUCH A WAY THAT FUTURE PERFORMANCE WILL BE REDUCED. COMPLIANCE MUST INCLUDE INSTALLATION ACCORDING TO MANUFACTURER'S.INSTRUCTIONS AND FLORIDA CODE REQUIREMENTS. MIP-666 E I �: b4 � f J f s { DEPART O NT OR BUJI1 r OITY OF TLANTICA+ H iz , � �� J . . mi t Por C1 , of Wear r TS 8; s : '; ; "At, va "1410.` 0,100 I mp rov Cost`" Q 00 a I _ ` {10, � b y I rkFCl t IRRIGATT`ON rPUR S , r M Q tv-3 ��5 .L ofi. 1PORIDA 32' .' ... yy;kyr Cr R A Zt� t w+r ww t Jyp�� kfi N�tmel PR Li p` 7Er �ey.v�"`ct�s•� �.,d y�A�rw, m DOTES: s. t M4 Cs-�-A�.1�.Cr N TEF RMS AND FOOTIM"MusT wk �7 � yt PaRMIT VOID SIX MONTHS AFTE t A7 C { SUIl DING MATER#AL,RUBBISH A.ND'flEBRI$FROM TNI$WORK MUST NOT CLEARED UP AMD',14A�i#t�D AWAy$,Y'EI°T�lrR CONTRACTOR OR OW�iER x Pr F } "FAILURE ` Mp ,.� 111TH THE # ►► TMS_ dS Pe � ISSN ACC RDII+iCLi TO A00 4O 0 PLAt4S WHICH ARE PART ©t^TH#$ Vt��. nr OF APP�iCAI E'PR4it$lOht$O7"LAW. J ; x41- ATLANTIC BEACH SLtLDING; PAItMEIT ^F ' �# By t FTI: $10.{10 APPLICATICN FUR VOL PERMIT CITY OF ATLANTIC BEACH PRDPER1Y (XCER rte: „ r-zere rPay Pie Ar Address: /6 cj x�,�s d� /�rf'� zip APPLICANT, IF OTHER THAN OWNER Day pa Name. Phone Address; m...__,._....._.. f` Zip JOB Address or Location: Legal Description: 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. Deoartment Notes: d'agree to cge40 wi r gulations stated herein: -------------- i �1. n= re Date 14 ' - 2 3 ' ----� T6G T T7G XD i8 Co Go m A w 7913 Ln (D TIOA T! i ;: iiLi 1 ? 1995 Building and Zoning TI T5Gg v rn ZMT G x E3 8 Scale: none — 7 T 7 - TIG-8'G GABLE THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD WWEBS 2X4 SO 03 N UPL8 GILOC (FTFT ): 0.00 7.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED • 100.00 MPH. MEAN HEIGHT • 15.00 FT. ENCLOSED ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. OR FULLY OPEN --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)•Gravity (-)-Uplift --------------------------------------------------------------- MMM UPLIFT MMM 1 MMM HANGER MM11 H5 - -455/(Jacks Only) I HUS26 + 2751# -1286#(10d 1ply) MTS12 -10000 1 HUS26 + 3315/ -f 550#(160 1ply) MTS12 -20000(2 Each) i HHUS48 + 42990 -1660#(1Od 2plyj i MTT28B -3786#(2 Each (10d)I HHUS48 - + 51800 -2000#(16d 2ply MTT288 • -4455#(2 Nch (16d)I HGUS48 + 66400 -2199#(f 00 2ply MST60 -4688#(Per 2ply) I HGUS48 + 80000 -2650# 160 2plyj CS150 -1650#(Each) 1 HGUS5.5- +113350 -39450 f6d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4 'T' 41 —� 3X4 6C7 O N 2X4 (O S) �X418. 8 3(0 1) 2 X 3 (o R=3760 W-3"8 R=376# W=3"8 PLgg SED: 14195 T.aTY 6.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL = 1 REV. 17,2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, 1T4:. TRUSSES RESUME EXTREME CAPE 07114194 TC LL 30 .0 PSF REF **IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOPANr A RN I NG IN HAMMING. ERECTION AND (� TT11T N TC OL 7 .0 PSF GATE 07/14/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NIB-91 BY TPI, SEE THIS DESIGN HT1 errs /gyp FAILURE t0 BUILD INE TRUSS IN CONFORMANCE WITH OSTOO BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - �US i1 ALPINE CONNECIOM ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENtS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF ORWG \U\\ A446 OR B EXCEPT AS MOTED, APPLY CONNECTORS t0 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 /� TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC ATE OF T O T,LD. 4/7 LL 0•0 PSF JR K CONNECTORS PER DRAWINGS 130. 150 G ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIOIO CEILING -- SEE ER' - •O PSF DSA LEN. B-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS G tP1. AN ENGINES ALPINE TECHNICAL UPDATE (7/1/911 FOR PnOPER ST '' F T 0 RLOf• , P� SEAL ON t"IS DRAWING APPLIES TO THE COMPONENI DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS �{Q DUR.FAC. 1 .33 IN ONLY, AND SMALL NOT Of RELIED UPON IN ANY OVER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, INEt^-`�` SPACING 2 4.0• a b 1 ---'Pi . TRUSS AT INSTITUTE. N 951 NATIONAL SIGN SPECIFICATION F CONSTRUCTION ��NNN TIIT�T, T YPE `t sN O 71 LOT -7-3-j T M N GIRDER THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP t2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHWEEBS 2x4 Sp 93 " BBAG•LOC (FT FTTI: 0.00 7.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS GIRDER DESIGNED TO CARRY 07-00-00 TRUSSES FRAMING TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT --------------------------------------------------------------- FROM OTHER SIDE• TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGIDCEILING OR CONTINUOUS LATERAL BRACING AT 24• D.C. ------------------- - W-Gravity (-)-Uplift ------.- ------- --------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHOnO. xxx UPLIFT *Nx I xx* HANGER NNN H5 - -4550(Jacks Only) I HUS26 * 27511 12861(10d ]ply) MTS12 - -10000 1 HUS26 - + 3315/ -15501 16d 1p1Y MTS12 - -20001(2 Each I HHUS48 - * 42991 -16601 1100 2p1y MTT289 - -37861(2 Each (IOd)I HWS48 - + 51801 -20001 f6d 2p1Y MTT288 - -44550(2 Each) (160) HGUS48 - + 66400 -21991 1100 2ply MST60 - -46880(Per 201y) I HGUS48 - + 80000 -26501(160 2ply) CS150 - -16500(Each) I HGUS5.5- +113350 -39450 16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4 r 4 t T 4X4 1h 6 C7 Q N2X4 (A 1) X4 (A1) 3 B. 8 8 R=819# W=3"8 R=8190 W=3"8 PAT. TYP.-ALP N DESIGN CRIT-TPI QTY - 1 TOTAL - 1 REV. 17.2m SCALE610.5000 ALPINE ENGIWEREO P1100UCis. INC. TRUSSES PEOUIRE EXTREME CAPE 07/14/94 TC LL 30 .0 PSF REF 2 X IMPORT ANT**MALL NOT aE RE5PON5,,LE FWI ANYWARNING IN HANDLING. EPECIION AND 7 .0 DEVIATION FROM THIS DESIGN 00 THESE SPECIFICATIONS. OR ANY BRACING. SEE "til-91 BY IPI. SEE THIS DESIGN �1T�Ijljltrrr T C DL 0 PSF DATE 07/14/95 THE FAILURE 10 BUILD TRUSS IN CONFORMANCE xi IN OSTOB 9Y TP1. FOR ADDITIONAL SPECIAL PERMANENT BRACING PE - • ALPINE CONNECTORS ARE MAGE OF 20GA GALV STEEL MEETING ASTM OUIPEwEMTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF ORWG AAAA GP B EXCEPT A9 NOTED. APPLY CONNECTORS t0 EACH FACE OF CHORD SMALL BE UNEAALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SMEAtMING. BOTTOM CHORD 5606x BC LL 0 -0 PSF NPW CONNECTORS PER DRAWINGS 130. 150 c IBCA-F DESIGN SIAMOAQGS WITH PROPERLY ATTACHED RIGID CEILING -- SEE = STATE OF TOT.LD. 47 .0 PSF 0/A LEN. 8-0-0 cli CONFOTWI M/APPLICAOLE PROVISIONS OF NOS 0 tPt AN ENGINEER'S ALPINE TECHNICAL UPDATE 11/i/9tl FOR PROPER '' t p R10" P SEAL ON THIS ORAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYWALL APPLICATION. FURNISH A COPY OF THIS Q DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT eE RELIED UPON IN ANY 01HHER MAY. DESIGN TO THE TRUSS ERECTION COMIRACtOR. INE£�'I•�' SPACING SEE ABOVE C 0 m n --TP - T AiINSTITUTE. NATIONAL GN SPECIFICATION F CONSTRUCT r'TIH HHHH HT TYPE T 73-1 T2 21 * HIPS 7'SQ THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS]--SUBMITTED—BY TRUSS MFR, TOP CHORD 2x4 SP t2 N :T2 2x6 SP 11 N. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT14EO 2x4 SP 12 N UPLIFT (LB): 850 840 W SP 03 BRG.LOC (FT): 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . /I HIP DESIGNED TO SUPPORT 07-00-00 JACKS WIIII NO WEBS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BIIACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD (+)-Gravity (-)-Uplift --------------------------------------------------------------- MxW UPLIFT mmm i mum HANGER MMM H5 - -4551(Jacka Only) i HUS26 - + 27511 -12861(100 Iply) MTS12 - -10001 1 HUS26 - + 33151 -15501116d 1ply) MTS12 - -20001(2 Each) I HHUS48 - + 42991 -16601(IOd 2ply) MTT288 - -37861(2 Each) (10d)1 HHUS48 - + 51801 -2000/(16d 2ply) MTT288 - -44551(2 EaCh1116dI HGUS48 - + 66401 -219911100 2ply) MST60 - -46881(Per 2ply) I HGUS48 - + 80001 -2650/(16d 2ply) CS150 - -16501(Each) I HGUS5.5- +113351 -39451(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21 �7 7 � -7- 6X8 ,6X8 (R) T2 6X15 (R) M O 6 1 .5X3 1.5X3 M 4X5 (A2) 4X5 (A2) f� 21 if (�2 21 ' - I 2' �- 7' 7' --7 R=2105# W=3"8 5781 5781 R=2105# W=3"8 PLS. TYP.-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL = i REV. 17.2m SCALE6i0.2500 ALPINE ENGINEEPEO PRODUCTS. INC. 1NUSSES PEOUIRE EXTREME CARE 07114194 T C LL 30 .0 PSF REF (�2 MIMPORTANTxx SMALL NOT 6E RESPONSIBLE FGA ANY WARNING IN HANDLING. EPECTION AND I EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY OPACING. SEE HIO-91 BY TPI, SEE THIS DESIGN �T �� TC DL 7 .0 PSF DATE 07/14/95 AILIME TO BUILD THE MUSS IN CONFORMANCE WITH OSIBB BY TPI. FOA ADDITIONAL SPECIAL PERMANENT BRACING RE - ` LPINE CONNECTORS ARE MADE OF MCA GALV. STEEL MEETING ASIN OU1REMENTS. MESS OIMEAMISE INDICATED. 100 - BC OL 10.0 PSF DRWG A 8 EXCEPT ED. APPLY 10 EACH FACE OF ARUSS AND UNLESS OSHERWTISE LOCATED ON THIISSSDESIGN. POSITION LCHORD ATTACHED PLYWOOD SHEATHING. Bott0MPC.gROR - M 6D6 8C LL X10.0 PSF NPW CONNECTORS PER DRAWINGS 130. 150 9 16DA-F. DESIGN STANDARDS WITH PnOPERLV ATTACMEO RIGID CEILING • SEE - STATE OF T O T.L D. 4 7.0 PSF O/A LEN. 21-0-0 CONFOAM W/APPLICABLE PROVISIONS OF NOS 9 IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER (0 RIO* P SEAL ON THIS OAAMIM APPLIES 10 THE COMPONENT DEPICTED HERE O+YWALL APPLICATION. FURNISH A COPY OF THIS F Q' ' OUR.FAC. i .33 IN ONLY. AND SHALL NOT BE TTELIEO MON IN ANY OTMEA WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE"'.�'` ---IPI-- 1 AIINSTITUTE. 99 NATIONAL NSPECIFICATIONF A 1 I SPACING SEE ABOVE TYPE hips OL 4W- 15-2071) LOT -1 T3 21 '_ HIP 'S THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 Sp #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2X4 SP 02 N UPLIFT (L8): 470 460 NESS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONIINUOUS LATERAL BRACING AT 24' O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED 10 THE BOTTOM CHORD. -------------—------------------------------------------------ TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- MKK UPLIFT MMM MMK HANGER KKW H5 455#(Jack. Only) HUS26 - + 27510 -1286#((100 1ply)) MTS12 - -10001 I HUS26 - + 33150 -15501 If6tl fply) MTS12 - -2000912 Each) I HHUS48 - + 4299# -1660#(100 2ply MTT28B -3786#12 Echi1000 1 HHUS48 - + 51801 -2000#(16d 2ply MTT288 -4455#(2 E:ch (160) HGUS4B = + 6640# -2199/(100 2ply MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#1160 2D1Y CS150 - -1650#(Each) I HGUS5.5!- +113351 -3945#1160 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9 -�--3 —•-�- 9 ---� 4X5(R) 4X; (R) T m 1.5X3 1.5X3 Q 3X4 (At) X4,(A1) 773 X4 Xe. JX4 "Tr 21 21 ' 2' R=11401 W=3"8 R=1140# W=3"B TAY T SEQ: 61448 PLT TY .-ALPINE DESIGN CRIT=TPI QTY s 1 TOTAL = i REV. 17.2m SCALE -0.2500 µOtME EP41MEEPED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 07114194 T C LL 30 .0 PSF REF ((��2 XIMPORTANT)(X BALL NGI BE RESPONSIBLE FGR ANY WARNING IN HANDLING, ERECTION 1.0 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H10-91 BY tPl. SEE THIS DESIGN TC DL 7 .0 PSF DATE 07/14/95 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OStaa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING PC ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASIM OUIREIENTS. UNLESS OTHERWISE INDICAIEO, TOP - - BC OL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD S44ALL BE LATERALLY BRACED WITH PROPER z 5606 TRUSS AND UNLESS 0114EAMISE lOCA1fO ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SN4fATHING, BOTTOM CHOHO K BC LL 47 .0 I 0 .0 PSF NP W CONNECTORS PER DRAWINGS 130. 15o t 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIoto CEILING -- SEE - STATE OF - T O T.L D. 4 7 .0 PSF O/A LEN. 21-0-0 CONFOPM W/APPLICABLE PROVISIONS O NOS t TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PnOPER ' P'� SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0AID �,c,Q'`: DUR.FAC. 1 .33 IN ONLY, AND SMALL NOT BE RELIED UPON IN AMY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. y, •--TP • AT INSTITUTE, NATIONAL GNSPECIFICATION F / I N ,'��N IN N1N11L1 SPAC I NG 24.0" T YpE h 1 p S 7 T 'i T4 21 ' L I TE S T R. THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SU MITTED BY TRUSS MFR. TOP CHORD 2X4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT C= 2x4 SP 12 N UPLIFT (LB): 470 460 SP 03 BRG.LOC (FT): 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WINO. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING, OR CONTINUOUS LATERAL BRACING AT 24. O.C. ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. _________________________________ TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)•Gravity (-)-Uplift --------------------------------------------------------------- WWW UPLIFT MMX 1 MAN HANGER WWW H5 455t(Jacks Only) ( HUS26 - + 27511 -12860(10D )Ply) MTS12 -10000 I HUS26 + 33150 -15500(16d 1pIy) MTS12 -2000#(2 Each I HHUS48 + 42990 -16600(lOd 2ply MTT28B -37864(2 Each (fOtl1I HHUS48 - + 5180: -20001116d 2ply) MTT28B = -4455#12 Each 1160 HGUS48 + 6640 -21991 fOd 2ply MST60 - -4688#(Per 200 HGUS48 + 80004 -2650I(16t1 2ply) CS150 1650#(Each) I HGUS5.5• +113350 -39459(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �• 10'6 -�• 10 '6" -� 4X5 (R) ' L Th 1.5X3 1.5X3 6 F,- in . 3X5(Ai) X5(A1) x x fie' �• 2'. •�• 21 ' 2 R=17700 W=3"8 R=1770# W=3"8 PAT aTYP —ALPINE DESIGN--CRIT—TPI OTY 5 TOTAL - 5 REV. 17.2m SCALE1-0 2500 ALPINE ENGINEERED nAoolNcrs. INc. rPUSSEs REDUtAE ERIAEME CARE 07/14/94 TC LL 30 .0 PSF REF t xx IMPORTANTx*$HALL NOT BE RESPONS,,LE dl ANT ARNING N ,,ANOL,,G. EREC„ON ANoDEV1AtION FROM IVIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIB-91 Br TPI. SEE THIS DESIGN �T /�� TC DL 7 •O PSF DATE 07/14/95 FAILURE TO BUILO 111E TRUSS IN CONFORMANCE WITH OST8B BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS AAE MAGE K ?BGA GALV. STEEL MEETING ASTM OUIPEMENIS. UNLES$OTHERNISE INOI[A1E0, NOP _ BC DL 1O •O PSF DRWG u46 CA B EXCEPT AS NOTED. APPLY CONMECtORS 10 EACH FACE OF CHORD SHALL BE LATERALLY SAACEO WITH PROPER 5606 T"S AND 1NLESS OTHERWISE LOCATED ON THIS OESIGN. POSITION LY ATTACHED PLYWOOD SIEATNING. BOTTOM CHORD W BC LL 30.0 PSF JRK CONNECTORS PEA DRAWINGS 130, 150 L 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T O T.L D. 77 .0 PSF��A LEN. 21-0-0 CONTOPW W/APPLICABLE PROVISIONS O NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPOAIE 17/1/911 Fon PROPER T onto OF t SEAL ON MAS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY O THISQ' i .33 IN ONLY. AND SHALL NOT K RELIED URON IN ANY DHEA WAY, DESIGN TO THE InUSS ERECTION CONIRACTOA. ��F INEER`'��`` IDU.. . •--IP • 1 At N I I NATIONAL $ N SPECIFICATION FDA NCONSTRUCTION ,��N 11 11NNNT' SPACING 24.0” TYPE CDmn J ' T 4ALITES T R. THIS OWG. PREPARED FROM COMPUTER INPUT _(LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x6 SP 02 N UPLIFT (LB): 470 330 WESS 2x4 Sp 03 BRG.LOC (FT): 0.00 20.75 TRUSS DESIGNED FOR 100.00 MPH WINO. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BnACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHOOD. --------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- NNN UPLIFT NMNNNN HANGER NNN H5 455!(Jacks Only) I HUS26 - -*;;51# -1286!(10d 1ply) MTS12 - -10000 1 HUS25 - + 33151 -2550!(16d 1ply) MTS12 - -20001(2 Each) I HHUS48 - + 42990 -16601(fOd 2ply) MTT28B - -3786!(2 Each) (104)1 HHUS48 - + 51800 -20001(164 2ply) MTT28B - -4455!(2 Each) (16d)l HGUS48 - + 6640! -21991(104 2ply) MST60 4688!(Per 2ply) I HGUS48 - + 80001 -2650!(16d 2plyj CS150 -1650#(Each) I HGUS5,5• +113351 -3945!(160 3plY --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 106" {- 10'6" -� 4X5 (R) T fn 1 .5X3 1.5X3 !� 6 p 1n 3X5(A1) X5 (A i) R=1783# W=3"8 R=1604# W=3" TAY T4 SEO: 14200 P T. TYP.-ALPINE DESIGN CRIT-TPI OTY >a 3 TOTAL - 3 REV. 17.2m SCALE -0.2500 ALPNNE E7GtNEEREO PPODUC tg, INC. i"SES REQUIRE ExtREME CARE 07/14/94 TC LL 30 .0 PSF REF 2 XIMPORTANTm*SHALL NOT 6E RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND e. 5606 TC DL 7 0 PSF DATE 07/14/95 DEVIATION FROM T141S DESIGN OR THESE SPECIFICATIONS• OR ANY @PACING. SEE HID-91 9Y TPI. SEE THIS DESIGNcAILIIRE TO BUILD 11E 1RLg5 1N CONFORMANCE WITH 04T88 @Y TPi, FOR AODITIONAI gPECIAL PEnMANEN/ BRACING M � -ALPINE CONNECTORS ARE MADE Of ?OGA GALV. STEEL MEETING ASIN OUIPEMENTS. UNLESS OTHERWISE INDICATED. top - - BC DL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOtEO. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL @E LATERALLY BRACED WITH PROPEn IRUSS ANG UNLESS OTHERWISE LOCATED ON ?MIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 30 •0 PSF JRK CONNECTOPS PER DTIANINGS 130, 150 C 16CA-FDESIGN STANDARDS MIT"PgoptnLY ATTACHED RIGID CEILING -- SEE - TOT.LD. 77 •0 PSF O/A LEN, 21-0-0 CONFORM N/APPLtCASLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL LIPOATE 17/1/911 FOR PROPERSEALOM 'HIS DRAWING APPLIES t0 IME COMPOMENI DEPICTED HERE DRYWALL APPLICAtION. FURNISH A COPY Ot TMSIN ONLY, ANO SHALL NOT BE RELIED UPON IM ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR.FAC. 1 •33 , ' SPACING 24.0" TYPE comn •-1P • T At T I I NA7 A Cel SPECIFICATION FOR T 1 M It. 11" s 7LQT 73-1 T5Q 8' GABLE THIS QW0. PREPARED FROM COMPUTER INPUT ADS 6 DIMENSIONS) S 8M TTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHOi10 2x4 SP #2 N UPLIFT (LB): 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 6.67 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED • 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. OR FULLY OPEN --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1+)-Gravity (-)-Uplift ------------------- ---------------------------------------- KNN UPLIFT Nxx 1 xNN HANGER NNN H5 = -4551(Jacks Only) I HUS26 + 27511 -12860(10d 1ply) MTS12 -10001 HUS25 + 33151 -15500(16d 1ply) MTS12 - -20001(2 Each) HHUS48 + 42991 -1660#(IOd 2ply) MTT288 -37861(2 Each) (IOdil HHUS48 - + 51801 -2000#(16d 2ply) MTT288 -44550(2 Each, 116d1i HGUS48 = + 66400 -2199/(100 2ply) MST60 -4688#(Per 2ply) I HGUS48 + 80001 -2650#116d 201y) CS150 -16500(Each) I HGUS5.5• +113350 -3945# 16d 3131y) -------------------------------------------------------------- REFERENCE HOL14ES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4 N.}� 4 . T 3X4 Q 6 C7 O N 2X4 (D 1) X4 (01) 1Ba4 I0 S' R=3760 W=1 '4" R=376# W=1 '4" PSgg a SEO: 14202 T, TYP -ALPIN DESIGN CRIT=TPI QTY - i TOTAL - i REV. 17.2m SCALE -0.5000 AL GENE ENGINEERED PPDDuc tg, INC. ;PUSSES nEOUIM: EXTREME CANE 07/14/94 TC LL 30 .0 PSF REF XXIMPORTANTNK ,ALL Not 9E PESPONg,BLE FDP !MY WARNING EN HANDLING, ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OP THESE SPECIFICATIONS, OR ANY SPACING. SEE H18-91 OY roi. SEE THIS DESIGNL1�('us �� TC OL 7 .0 PSF OATE 07/14/95 FAILURE TO BUILD " TRUSS IN COWOPMANCE WITH OSE09 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE , v ALPINE CONNECTORS ARE MADE OF MA GALV. SIM MEETING ASTM OUIPENENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10.0 PSF ORWG C A446 GP 6 EXCEPT AS NOTEO, APPLY CONNECTORS TO EACH FACE OF ORD SHALL BE LATERALLY BRACED WITH PROPER F'• TRUSS AND MESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SMEAIMING. BOTTOM CIORD x g6D6 BC LL 0 .0 PSF JRK CONNECTORS PER DRAWINGS 130. 190 C 16OA-F DESIGN StAMOARROS WITH PROPERLY ATIACHCO RIGID CEILING -- SEE STATE OF - TOT.LD. 47 .0 PSF OSA LEN. B-O-O CONFORM W/APPLICAOLE PnOVISIONS OF NDS C TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE IT/f/911 FOP Pnomn G O RIO P SEAL ON THIS CRANING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS Q•�' DUR.FAC. 1 .33 IN DTA,Y, AND 9WULl NOT 6E RELIED lx'ON IM ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION 'DW1PACIOA, INE!f'", H--iP T AT T T t NATIONAL GN f CATION FOR 1 t N ,�� T,R TTIT R,` SPACING 24.0' TYPE d a b 1 t p - T 73-1 T M N THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHDRD 2x4 SP 02 N UPLIFT (LB): 240 320 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 6.67 :Rt Kedge 2x6 SP 02 N: UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WIND SPEED - !00.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (fl-Gravity (-)-Uplift THIS TRUSS is DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------- ----------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NNw UPLIFT NNN ) NNN HANGER NNN INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 455#(Jacks Only) I HUS26 * 27510 -12860(fOtl fOly) MTS12 - -1000# 1 HUS26 3315/ 15500(16d iply) MTS12 - -20001(2 Each) 1 HHUS48 + 42990 -16606(10d 2ply) MTT288 - -3786#(2 Each (fOd) HHUS4B - + 5180# -20000(160 2ply) MTT288 - -44551(2 Each) (16d HGUS48 + 66400 -21990(10d 2ply) MST60 - -46881(Per 2ply) HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS -4' T -4 - 4X4 T4X4 T m v rU 6 p X9 2X4 (A1) X4 W) 4`3 10' 1.5X3 6'8" 1 -4- 2 4"2• �+� 8' 2 --� R=456# W=3"8 R=601# W=3"8 TAG = To. SEO: 14204 PLT. TY -ALPINE DESIGN CRIT-TPI OTY - 3 TOTAL - 3 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PAOMXTS, UNC. TRUSSES REQUIRE EXTREME CAPE 07/14/94 T C LL 30 .0 PSF REF (�2 X I MPOR T AN T X)(SHALL NOT BE RESPONSIBLE FOR ANT ARN I NG IM HANDLING, EREC110N AND DEVIAI ION FROM THIS DESIGN OR THESE SPECIF[CAI IONS, OR ANY ORACiNG. SEE HIS By iP1, SE THIS DESIGN �T11111 1�• TC DL 7 .0 PSF DATE 07/14/95 n \\`4tV``T1►V\V FAILURE 10 BUILD THE TRUSS IN CONE ORNANCE WITH OSTBa BY IPI. i0R ADDITIONAL SPECIAL PERMANENT BRACING RE - , �� £ •� At PINE CONNECTORS ARE MAGE(Y 20GA GALV- STEEL MEETING ASTM pU1pEMENTg. UNLESS OTHERWISE INDICATED, TDP - - BC DL 10 .0 PSF ORWG NNE A446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED W11T1 PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD STIEAIH)NG, 00T10W CHORD W BC LL 0 •0 PSF J RK CONNECTORS PER DRAWINGS 130. Iso C ISO#F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - TOT.LD. 47 .0 PSF O/A LEN. 8-0-0 COMOPW W/APR(CABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE V/1/911 FOR PROPER ' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISt 0 RID' Q 7 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY 01HEA WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. � F JOUR.FAC. 1 .33 INE ET TT11 SPACING 24.0" TYPE COmn �--tP • t 4T 1 IUt NOS • 199 NAT A S PN f Al ON i R T T N •'T TT IT 0 1A T 73-1 T6GF--14'0 DROP GE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) U M TTED BY TRUSS MFR, TOP CHOTO2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LB): 290 200 200 250 WEBS 2x4 SP /3 BRG.LOC (FT): 0.00 5.50 8.21 13.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE Bottom CHORD, --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS ------------------- --------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MAN UPLIFT NNN I NNN HANGER NNN INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455 .1. Only) 1 HUS26 - + 27511 -12861(fOd 1ply) MTS12 - -10001 I HUS26 - + 33151 -15500 16d 1ply) MTS12 - -20001(2 EaCh) I HHUS48 - + 42991 -1660/110a 2ply) MTT288 - -3786112 Each (f001i HHUS4B - + 5180/ -2000/(164 2p y) MTT288 - -44551 2 Each 16D 1 HGUS48 + 66401 -21991(100 2ply) MST60 - -4688#(Per 2ply) I HGUS48 + 80001 -2650/(164 2ply) CS150 -16501(Each) 1 HGUS5.5- +113351 -3945/(16Tf 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 3X4 T 1 5 I 4X5 p X3 1.`� � (R) s p �ID, v to 2X4 (D0 X4 (01) Tr) . (U d 4.61 —V4 5'6W �+ 3 T� 5'61, �-. 5 6• — T 3 5 6" — C� 14' R=224# W=3"8 R=434# W=3"8 R=434# W=3"8 R=224# W=3"8 PAT.aTy .—ALPINE DESIGN CRIT-TPI OTY 1 TOTAL - i REV. 17.2m SCAL.Ei-0.5000 ALPINE ENGINEEPEO PRODUCTS, INC. TRUSSES REQUIRE ENIREME CANE 07114194 T C LL 30 .0 PSF REF *I MPOR T AN T x*sHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. EPECtION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY tPl. SEE THIS DESIGN T C DL 7 .0 PSF DATE 07/14/95 nt FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY YPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v0s \\\1\\ ALPINE CONNECTORS ARE MADE OF 20GA QALY. STEEL MEETING ASTM DIIREMENTS. UNLESS OIHERNISE INDICATED. TOP - - BC DL 10 .0 PSF DRWGA446UA6 6R B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED 04 THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOT10N CHORD BC LL 0 .0 PSF MSK NN COECTORS PER DRAWINGS t)o. 150 6 t6OA r DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE = NSTATE OF _ ?OT.LD. 47 .0 PSF 0/A LEN. 14-0-0 CONFORM W/APPLICABLE PROVISIONS of NOS C tPl AN ENGINEER'S ALPINE TECHNICAL UPDATE 11/1/971 FOR PRDPER * p'� SEAL ON THIS CRAVING APPLIES TO 1K COMPONENT DEPICTED HFAE DRYWALL APPLICATION. FURNISH A COPY Or THIS G RID Q'`� / AND SMALL NOT , F INEE ', DUR.FAC. 1 33 IN ONLY. BE RELIED UPON IN ANY OTHER VAN. DESIGN ro THE r9uss ERECTION CONTRACTOR. SPACING 24.0" jypE spec --TPI • TMN99 NAIF INSTIHHF NIS• 1991 NATIONAL DESIGN SPECIFICATION FOR W(TOO CONSTNA'TION '�N Hr11I•o _ w p — 7 T 73-1 T-6- 14'0 COMMON THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS__& DIMENSIONS) SUBMITTEDY TRUSS MFR. TOP CHORD 2x4 SP 1P M PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORO 2x4 SO /2 N UPLIFT (LB): 360 350 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.71 UPLIFT BASED ON 10,00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED • 100.00 MPH, MEAN HEIGHT • 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. _______________________________________________________________ TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REOUIREMENTS (0-Gravity (-)-Uplift ------------------- ---------------------------------------- Nmw UPLIFT NNN I MMM HANGER MNN H5 455#(Jacks Only) HUS26 - + 27514 -12861(100 1ply) MTS12 -10001 1 HUS26 = + 33150 -t550 Ed 1ply) MTS12 -20001(2 Each) I HHUS48 + 42991 -1660#(fOd 201y) MTT288 -37861(2 Each) (10d)l HHUS48 + 51800 -2000606d 2ply)) MTT288 -4455112 EaCh (16d1 HGUS48 + 6640/ -2199#(f 00 2ply) MST60 -4688#(Per 2ply) I HGUS48 - + 80001 -2650/(160 2ply) CS150 -1650#(Each) I HGUS5.5• +113350 -39451(160 3ply) ----------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS (_ 7' .� 7' 4 X 5 (R) 1.5X3 1.5X3 m 0 6 p 5X 12 m 2X6(A 13 N X6(A1) Q 4.61 4'3 5X 12 ' 8 �---2 -�- —5'6" �---3' 5'6" 2' �• 14' R=811# W=3"8 R=811# W=3"8 PAT.tTYP.-A PINE DESIGN CRIT=TPI OTY = i TOTAL i REV. 17.2m SCALEi50. 3750 ALPINE ENGINEERED RADOM IS. INC. TRUSSES REOUIPE EXTREME CARE 07/14/94 TC LL 30 .0 PSF REF t *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANr ARNING IN "ABLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPISEE THIS DESIGN 1`� '� TC DL 7 0 PSF DATE 07/14/95 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING TIE ` `� F� /�ALPINE CONNECTORS APE MADE Or FOGA GALY. STEEL MEETING ASTM OUIPEMENTS, UNLESS OTHERWISE INDICATED. lop - - BC OL 10•O PSF ORWG A446 GR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LAtERALLY BRACED WITH PROPER 5606 (� TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 0•`� PSF M S K COWNECTORS PER DRAWINGS 130, 150 C 160A F DESIGN STANOAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.L0. 47 .0 PSF DSA LEN. 14-0-0 CONFORM W/APPLtCAOLE PROv1SIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/T/911 r0R PROPER ' p'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS E O q10 Q.`. IN OKY, AND SMALL NOT BE RELIED UPON IN ANY ODER MAY. DESIGN TO TTE TRUSS ERECTION F OUR.FAC. 1 .33 CONI RAC TOR. '�.�, --IP . IRUSS PLATEi T N T A F AT r T / 'NNN , NT``'`` SPACING 24.0" TypE COmn 7 LOT 73-1 T 7 7' S TRU T, GABLE THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (L8): WEBS 2x4 Sp #3 :W5 2x4 SP 12 N. BRG.LOC (FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED ALL PLATES ARE 1,5x3 EXCEPT AS NOTED. OR FULLY OPEN --------------------------------------------------------------- (A) 84MAILS BRACE' SAME GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS LS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY (+)-Gravity (-)-Uplift ERECTION CONTRACTOR. --------------------------------------------------------------- MMM UPLIFT WxW I xxx HANGER xxx A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 - -455#(JackS Only) i HUS26 - + 27511 -1286000d 1ply) MUST BE PROpERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000/ 1 HUS26 - + 33151 -15501(16d 1ply) MTS12 - -2000#(2 Each) 1 HHUS48 - + 42991 -16601(10d 201y) CONTRACTORS WARNING: MTT288 - -37861(2 Each) (10d) HMUS48 - + 51800 -2000#(16d 2ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT288 - -44550(2 Each) (16d)l HGUS48 - + 66400 -21991(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80001 -2650#(164 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) I HGUS5.5- +113351 -39450 06d 3ply) ------------------------'--'----------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 20'21 -T- 16915 5X5 3X10 X4 3x5 (A) in 0 3X5 6 p W5 x4 (D1) 3X4 (A 1) 2' 5X12 2' =r3 Q 4.61 1 5X5 3X3 13' 11"8 23'0"8 --^'--{--5'6" --+ 3' --�--5'2"8 -�• 23,0 H 8 _I 37' -( R=750# W=3"8 R=794# W=3" R=91 plf W=23' PAT.=TCP.-ALP NE DESIGN CRIT-TPI OTY - 1 TOTAL - i REV 17.2m SCALE1-0.1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEGUTAE EXTREME CANE 07/14/94 TC LL 30.0 PSF REF t xIMPORTANTx*SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANG DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �TUS �� TC OL 7•0 PSF DATE 07/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTeb BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 20GA GALv. STEEL MEETING ASTM OUIREMENIS. I+LESS OUIEPWISE INDICATED. TOP - BC DL 10 •0 PSF ORWG A445 GA B EXCEPT AS NOTED, APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATIACHEO PLYWOOD SHEAIHING, BOTTOM CHOnD x BC LL 47 .0 E0.0 PSF JRK CONNECTORS PER DRAWINGS 130, 150 C 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T O T.L D. `+7 •0 PJTYPE 0/A LEN. 37-0-0 CONFORM W/APPLICAOLE PnOv ISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER [onto SEAL ON THIS DRAWING APPLIES TO 4E COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS - F Q DUR.FAC. 1 .33 IN ONLY, AND SMALL NO7 0E REL REO UPON IN ANY OILER MAY. DESIGN TO THE tAV55 ERECTION CONTRACTOR. INE,E" •`` 5P AC I NG 2 4.O" a b 1 --TP T At TIT 1 99 NAT A LGN F AT ON fop W T I N ,r,�P1H HIR!`' M T� T 73-1 T8 37' TRAY COMN THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. T011 CHORD 2x4 SP t2 N - PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT ILB): 300 660 490 REBS 2X4 SP f3 ;W5 2x4 SP 12 N: BRG.LOC (FT): 0.00 13.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED . 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24- O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE 807TOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (fl-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING xxx UPLIFT NOW I NNN HANGER xxx INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(Jacks Only) I HUS26 4 27511 -1286/(100 !ply) MTS12 - -1000# I HUS25 - + 3315# -1550#(16d III y) MTS12 - -20001(2 Each) I HHUS48 - ♦ 4299/ -1660#(!Od 2ply) MTT288 - -37860(2 Each) (1 )0dHHUS48 + 51801 -20001(16d 2ply) MTT28B - -44551(2 Each 6d HGUS48 + 66401 -2199#(IOC 201y) MST60 4688f(Per 2ply) HGUS48 - + 80001 -2650f(160 2D]y) C5150 - -1650#(Eachl HGUS5.5. {1!3351 -39451(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 206 16'6" 5X5 3X4 5 X 3 3X9 IY') 3X5 1.5X3 0 1 .5X3 6 C;;- 3x4 W5 �X5 ) 3*10' 3X5(A1) 2. 5X10 X X X4 �3 d 4.61 f 2X4 5X5 3X3 13' 11"8 23'0"8 --� LN 5.6,I 3. �4-5'2"8 �� 23'0"8 LN-� 37' _I R=726# W=3"8 R=18501! W=3" R=1208# W=3"8 PL?. TYP.—ALP NE DESIGN CRIT=TPI OTY - 5 TOTAL - 5 REV, 17.2m SCALE1-0.1667 ALPINE ENGINEERED PROMIS, INC. TRUSSES REQUIRE EXTREME CARE 07/14/94 TC LL 30 .0 PSF REF *x IMPORTANT xx SMALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN HANDLING. ERECTION AND n 1\ DEVIATION FROM TMS DESIGN OR TMESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN - LIjt71j1j''/j� T C DL 7.0 PSF DATE 07/14/95 FAILURE 10 BUILD THE MIUSS IN COW ORMANCF. WITH OST88 By TPI. FOR ADDITIONAL SPECIAL PERMANENT BPACING RE ' v� E ALPINE CONNECTORS ARE MADE OF 20CA GALV. SIEEL MEETING ASIR OUIPEMENIS. UWESS OTHERWISE INOICAIFO. TOP - BC DL 10 .0 PSF ORWG ED 0 A446 GA 8 EXCEPT AS NOT . APPLY CONNECtORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - IRUSS AND!*!LESS OTHERWISE IN)RO WTISE LOCATED ON CHIS DESIGN, POSITION LY ATTACHED PlY"OOO SICATHING, 801100 Cx BC LL 0 .0 PSF JRK CDNNECtORS PER DRAWINGS 130. 150 Q 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEF ATE of = TOT.L D. 47 .0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 1?/1/911 FOR PROPER ST S T O RIO* ? - SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. --TP • t Al T 1 T N NAT DNADESIGN SPECIFICATION F "OOD C9 TPUCTION •I 11 �11I SPACING 24.0" TYPE Spec 173-4- / T9 7' COMN RBC THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. To7 CHOW 2x4 SP #2.p PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 801 CH017O 2x4 SP #2 N UPLIFT (LB): 350 820 620 WEBS 2x4 SP 03 BRG.LOC (FT): 0,00 12.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO OR FULLY OPEN BE EQUALLY SPACED. ATTACH WITH (2) BO NAILS. BRACING ---------------------------------------------------------------- MATERIAL To BE SUPPLIED AND ATTACHED AT 80111 ENDS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOn. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING+ OR CONTINUOUS LATERAL BRACING AT 24' O.C. xxx UPLIFT MMM I xxx HANGER Nxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455/(Jack$ Only) I HUS26 - + 27510 -1286#(fOtl ]ply) MTS12 - -1000# I HUS26 - + 33150 -1550006d loly) CONTRACTORS WARNING: MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#IfOd 2ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT28B - -37860(2 Each) (10d)! HHUS48 - + 5180# -2000#(f6d 2ply1 AT SPECIFIC LOCATIONS. PARTICULAR CAPE IS ADVISED DURING MTT28B - -4455#(2 Each) (1Ed HGUS48 - + 6640# -2199#(100 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MSTCS15O - -1650#(Each)ply) I HGUSS 5- +183351 -3945#1160 3plyI --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20'6" -�- - - 16'6" _I 5X5 3X4 3X5 X5 m 3X6 (A) 0 3X4 �. 6 P71X5 (A 1) X10 X X1 .5X3 T 3X5 (A 1) 2 SIC 3 —�——1B X 3X5 � _)]2' ]iX3" � 24 ' 1" 37' R=687# W=3"8 R=1819# W=3" R=1319# W=3"8 PAY a SEO. 67745 T. TYP.-ALPIN DESIGN CRIT=TPI OTY = 7 TOTAL = 7 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 07114194 T C LL 30 .0 PSF REF 2 *I MP OR T AN T X X SHALL NOT BE RESPONSIBLE FOR AN. WARNING IN HANDLING. ERECTION AND ^ (�\vASPECIFICATIONS. DEVIATION FROM THIS DESIGN OR THESE OR ANv BnACtMG SEE HIS-91 BY $EE iNi3 DESIGN .��VS TC DL 7 .0 PSF DATE 07/14/95 n FAILURF TO BUILD THE TRUSS IN CONFORNUKE WITH OSTOB By TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - 0\\\\v_ ALPINE CONNECTORS ARE MAGE OF ?OF,A GAL v. STEEL MEETING ASTM IXIIREMENiS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF ORWG O AA48 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF C140PO SMALL BE LATERALLY BRACED WITH PROPER - 5606 BC LL 0 .0 PSF NP W �1 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATIACHED PLYWOOD SHEATHING, 80110M CHORD x •� CONVECTORS PER DRAWINGS 130, 150 C ISOA-F DESIGN STANDARDS WITH PROPERLY AtIACHED RIGID CEILING -- SEE STATE OF TOT.L O. 47 .0 PSF IJ/A LEN. 37-0-0 CONIORM N/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOP PROPER (0 RIO' P- SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �(. Q OUR.FAC. 1 .33 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEV61", ` --TP • f ATINSTITUTE- ND NAT NA $GN PE F AT FCONSTRUCTION .�11 H11I�` SPACING 24.0" T YPE spec 7j-1 T A 7' COMN R THIS WG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N :i4 2x4 SP #1 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 2x4 Sp UPLIFT ILB): 250 630 590 BOT CWEBS 2x4 SP 013 tJ UPLIFT BASED ON 1000 PSF7TTOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 -T- BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH OR FULLY OPEN Bd NAILS ! 6. O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (fl-Gravity (-i-Up 1 i f t A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE 80T70M CHORD. NNN UPLIFT NNN I NNN HANGER NNN H5 455#(Jacks Only) I HUS26 - + 2751/ -12860(10d (ply) CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 3315# -1550# 16d (ply THiS TRUSS IS DESIGNED TO BEAn ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#�fOd 2Ply AT SPECIFIC LOCATIONS. PARTICULAR CARE 1S ADVISED DURING MTT288 - -3786#(2 Each) (10d1� HHUS48 - + 51801 -2000#(16d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -44551(2 Each) 116d1 HGUS48 + 6640# -2199#(fOd 201y MST60 - -4688 (Per 2ply) HGUS48 - + 8000# -2650#(16d 2ply CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �---- 20 '6 �� - 16'6" -I 5X5 • 3X5 • 3X10 3X4 m 3X5 1 .5X3 A) (A) � T4 1 .5X3 ' 6 p X5 (A 1) 10' 5X3 39 1 .5X3 T 3X5(A 1) 2 =Ir 3 �B 3X5 X4 —I �--9' 1" 27' 11" lV 37' R=I15�38# W=3"8 R=1766# W=3"8 R=1480# W=3"8 TAT = SEO' 14475 T. TYP?—ALP NE DESIGN CRIT=TPI OTY = i TOTAL 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUTAF ExtnEME CAPE 07/14/94 T C LL 30 .0 PSF REF t *IMPORTANT*X SruLL NOT at RESPONSIBLE FOR AN' WARNING IN HANDLING. EnECrION AND ' TC DL 7 .0 PSF DATE 07/14/95 DEv1A1fON FnON THIS DESIGN OR 1HESE SPECIFICA7)ONS. OR ANv ORACTNG. SEE HIB-9f Br ivt. SEE rNiS OEStGN �ta ��FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 By tPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE - US - ALPINE CONNECTORS ARE MADE OF 20GA GALv. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. lop - BC DL 10 0 PSF DRWG ARAB GR 8 ExCEPt AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - BC LL 0 .0 PSF JRK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N CONNECTORS PER DRAWINGS 130, 150 C 1SOA-F, DESIGN STANOAnas WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T 0 T.L D. 47 .0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE IT/1./9Tt Fon PPOPER C 0 RTU SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �ye,Q ` OUR.FAC. 1 .33 IN ONLY. AID SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INET^- � •--IO - T AI T T T NATIONALDESIGN SPECIFICATIONF FOR T T N ,''TTI II HITS SPACING 24.0" T YPE spec a �y 0"3-1 T9 7' MN R THIS DWG. PREPARE FROM OMPUT R INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP C12 N ;T2. T4 2z4 SP I1 N: PROVIDE UPLIFT CONNECTIONS At BEARINGS AS INDICATED. BOT HORD 2z4 SP 12 p UPLIFT (LB): 230 620 620 Cry�g$ 2x4 Sp 13 BAG LOC (F TO 0.00 6.79 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS NEB MEMBER. ATTACH WITH OR FULLY OPEN ad NAILS # 6. O.C. BRACING MATERIAL TO BE SUPPLIED BY ------------------- ----------------------------------------- ERECTION CONTRACTOR, TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. --------------------------------------------------------------- MUST BE PROpEpLy ATTACHED TO THE BOTTOM CHORD, NNN UPLIFT NNN I NNW HANGER NOW H5 - -4551(Jacks Only) HUS26 - + 27511 -12861(100 1ply) i CONTRACTORS WARNING: MTS12 - -1000/ HUS26 - + 33151 -15501(16d /ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -20001(2 Each) I HHUS48 - + 42991 -T6601(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -37861(2 Each) (1001 HHUS48 - + 51801 -20001(160 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -44551(2 Each) (160) HGUS48 - + 66401 -21991(100 2PIy MST60 - -4688/(Per 2ply) HGUS48 - + 80001 -26501(16d 2ply) CS150 - -16501(Each) I HGUS5.5- +113351 -39451(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- 20'6" �- 16'6" J 5X5 3X5 3X12 3X4 J 3X5 (A) (A) 0 1.5X3 T4 6 p X5 (Ail X10' 1. X X X X T 3X5 (A i) 2 —Tr3 X4 fie' 2x4 �--7' 1" 29' 11" _I N 37' Ira R=487# W=3"8 R=1718# W=3"8 R=1578# W=3"8 PLG = SED: 14477 ?. TYP3—ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. IPUSSES REGUIRE EXTREME CARE 07/14/94 T C LL 30 .0 PSF REF *I MPGR T ANT**SHALL NOT OE RESPONSIBLE FOR ANY A RN I NG IN HANDLING, ERECTION AND I\ DEVIATION FROM THIS DESIGN OR MESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-9t BY IPI. SEE THIS DESIGN -d; E ' 11TC DL 7 .0 PSF DATE 07/14/95 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OStBB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - - O0\\\\V- ALPINE CONNECTORS ARE MADE OF FOGA GALV. STEEL MEETING ASTM OUIPEMENIS UNLESS OTHERWISE INDICATED. TOP - - 8C OL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECIOPS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - gC LL 0 0 PSF JRKTRUSS ANO UNLESS OIHERWtSE LOCATED ON THIS DESIGN, POSITION LY AITACHEO PLYWOOD SHF.AIHING. 90TIOM CHOMCONNECtORS PER DRAWINGS t30• 150 C t60A-F DESIGN STANDARDS MIT"PROPERLY AtTACR40 RIGID CEILING -- SEE T0T,L0. 47 .O PSF 0/A LEN. 37-O-O CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE IECMNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES IO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 •33 IN ONLY, AND SNAIL IDT BE REl1ED UPON IN ANY OTHER MAY. DESIGN f0 THE TRUSS ERECTION CONTRACTOR. ;��--IP . T AT T T T NA1 A N F AT M F W T 11 ''Tir 1111` SPACING 24.0" TYPE SpE3C I I } - 7 T - T10 3r_CnMN MRrTHIS DWG. PREFAB FROM OMPUT R NPUT OA 6 IM IONS SUBMITTED Y TRUSS Mf R. TOP CHORD 294 SP 12 N :T3 2x4 SP 01 N. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2X4 Sp #2 N UPLIFT (LB): 610 640 200 WEBS 2z4 SP 03 BRG.LOC (FT): 0.00 30.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED • 100.00 MPH. MEAN HEIGHT • 15.00 FT. ENCLOSED (A) 1X4 "T' BRACE. SAME GRADE AS WEB MEMBER, ATTACH WITH OR FULLY OPEN 8d NAILS ! 6. O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EDUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.0 --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxW UPLIFT xxx I xxx HANGER Wxx H5 -455#(Jacks Only) I HUS26 + 27511 -1286000d 1ply) CONTRACTORS WARNING: MTS12 -1000# 1 MUS26 • + 33150 -15500(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 -2000#(2 Each) I HHUS48 + 4299# -i660#(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 -37861(2 Each) (100)1 HHUS48 - + 5180# -2000#(160 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT280 = -4455#(2 Each) (160) HGUS48 + 56400 -2199#(100 2ply) MST60 -4688#(Per 201y) I HGUS48 + 8000! -2650#06d 2ply) CS150 -1650#(Each) I HGUS5.5- +113350 -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X5 X5T3 3X4 3X6 3X5 1 .5X3 r` 1.5X3 (A) (A) 6 p X5(A 1) ' ,moi o 3X5(A i) X 3X4 30'3"8 X3- 6'8"8 ---� L_N 37 R=11566# W=3"8 R=1768# W=3"8 R=450# W=3"8 TAc T24 SED: 14274 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE Ex1REME CARE 07/14/94 T C LL 30 .0 PSF REF X*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARN I N G IN HANDLING, ERECTION ANO �nj1j11j DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. DR ANY BRACING. SEE 14I8-91 BY TF1. SEE THIS DESIGN TC OL 7 .0 PSF DATE 07/14/95�� y' �� YL v U FAILURE 10 BUILD THE 1RUSS IN CONFORMANCE WITH OST86 BY /P1. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GAIY. STEEL MEETING ASIN OUIREMENIS, UNLESS OTHERWISE INDICAfFO, TOP - - BC OL 10 .0 PSF ORWG - AAA6 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE Or CHORD SHALL BE LATERALLY snACEO WITH PROPER 5606 �+ TRUSS AND UM.ESS OTI(RWISE LOCATED ON 11/15 DESIGN, POSITION LY ATTACHED PLYWOOD SHFAfHING, ROIIOM CHORD W BC LL 0 .0 PSF JRK CONNECTORS PER OBAWINGS 130, 150 X TGOA-T DSIGN STANDARDS WITH PROPEPLY ATTACHED R1G10 COLING -- SFE STATE OF TOT.LD. 47 .O PSF 0/A LEN. 37-0-0 CONFOTM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER t 0 RIO' N - SEAL ON THIS DRAWING APPLIES to THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 9 OUR,FAC. 1 .33 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEa`'�`` ` SPACING 24.0" TYPE spec A--TP • T AT T T TE " 1 NAf NA GN F Ai F R / T ��RRN 1RRR H� rof - 7 j - T A MN H THIS WG. PREPARED FR M OMPUTER INP T L AOS 6 DIM NSI N SUBMITTED Y TRUSS MFR. CHORD 2x4 SP #2 N :T2 2x4 S11 #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. T CHORD 2x4 gp #2 N UPLIFT (LB1: 610 640 200 NE85 2x4 SP #3 :M10 2x4 S11 #2 N. BRG.LOC (FT): 0.00 30.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. OR FULLY OPEN --------------------------------------------------------------- SEE DRAWING A115/R ANO/OR 884.080 FOR FILLER DETAIL. TYPICAL SIMPSON DR EOUAL UPLIFT/HANGER REQUIREMENTS M-Gravity (-)-Uplift (A) 1X4 'T' BRACE. SAME GRADE AS NEB MEMBER. ATTACH WITH --------------------------------------------------------------- 86 NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY MMM UPLIFT NNx I NMM HANGER NNM ERECTION CoNtPACTOR. H5 -455/(Jacks Only) I HUS26 = + 2751# -12861(100 1ply) MTS12 = -10000 I HUS26 + 33150 -15500(16tl 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 -2000/(2 Each) I HHUS48 + 42990 -16600(100 201y) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 -3786/(2 Each) (10tl)I HHUS48 + 51800 -200011160 2ply) MTT28B 44551(2 Each) (I6tl)l HGUS48 + 66400 -2199#(100 2ply) CONTRACTORS WARNING: MST60 4688#(Per 2ply) I HGUS48 - + 80001 -2650 6d 2plyi THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS CS150 1650#(EaCh) I HGUS5.5= +113351 -3945#(16tl 3ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20'6" 16.6" f � 6X8 3XJX5 m , 3X5 (A) 0 3X6 (A) (A) r, 1 .5X4 . 6 n X5(A 1) _F 10' 3X7 (A 1I 3e. X a 5X6 X 3X4 CO 3X3 �_6' ii" -�- 29'9"8 �- o I 30'3"8 •�- 6'8"8 ---� 37' R=1552# W=3"8 R=1845# W=3" R=387# W=3"8 TA? T225 SED: 14491 P T, TVP.-ALPINE DESIGN--CRIT-TPI QTY a 1 TOTAL = i REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME URE 07114194 T C LL 30.0 PSF REF *IMPORT ANT 1E*SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN .�1,.13SS"fTT TC DL 7 .0 PSF DATE 07/14/95 n FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSIBB By tPl. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF FOGA GALY. STEEL MEETING ASTM OU1REMENTS, UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG 0 A416 6R B EXCEPT AS NOTED. APPLY CONMECIDRS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, 90110"CHORD N BC LL 0 .0 PSF JRK CONNECTORS PER DRAWINGS 130, iSp C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T D T.L D. 4 7 .0 PSF D�A LEN. 3 7-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOP PROPER ' p'- SEAL ON THISDRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (0 RIO Q 1 .33 IN ONLY. AND SMALL NOT at RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE—S`` ; ` OUR. •--TP • T AT T tUT NOS • 99 NA1 A GN P F CAT ON F RCONSTRUCTION ,'/ 11..1111111 SPACING 2 4.0" T YPE spec e `A 7 T — T 7' A THS NG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR. 10P CHORD 2x4 SP @1 N :i2 2X4 SP 82 N: 2 Complete Trusses Required BOT C S 2X4 SP 12 Nil 922X46$PP#12NN SP t3 RECOMMENDED CAMBER 1/4' AT MiDSPAN BETWEEN BEARINGS. NAILING SCHEDULE:D: I ROW@(0.113Ixx3.0_gflails) TOP ALL PLATES ARE 1,5X3 EXCEPT AS NOTED. BOT CHORD: 1 ROW @ 13' D.C. WEBS 1 ROW @ 4' O.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. IN EACH ROW TO AVOID SPLITTING. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): BRG.LOC (FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (N-Gravity (-)-Uplift WWW UPLIFT MMM I WMX HANGER WMW H5 - -455/(Jacks Only) ( HUS26 + 27511 -12861(100 fply) MTS12 - -1000# I HUS26 + 33151 -15509060 1plyl MTS12 - -2000#(2 Each) I HHUSAB - + 42999 -1660I(10d 2ply) MTT288 - -37861`2 Each) (1001 HHUS48 - + 5180# -20001 ti 6d 2ply) MT7288 - -4455#12 Each) (1601 HGUS48 - + 66401 -2199#(f0d 2ply) MSi60 -4688#(Per 2oly) I HGUS46 - + 8000# -26501(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#1164 3ply) -------'------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 37' -i 20 6 16 6 T 5X5 v 5X54X6 . 3X4 0 6 3X4 (D i) 10, 130(D 1) �8. 2X3(D i) X10 H 512 30' _t_ 7 �-- 37' �-----21 '0" 12 - - 15' 1 1"4 -� R=2409# W=3"8 R=707 plf W=7' PATAY a SEG: 14265 T. TYP6-ALPINE DESIGN CRIT-TPI QTY= i PLIES= 2 TOTAL- 2 REV. 17.2m SCALE =0.0946 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUInE EXiPEME CAPE 07/1494 TC LL 30 .0 PSF REF 2 *x I MPGR T AN T*x STALL NOT BE RESPONSIBLE fOP AN' WARNING IN MANGLING. EPECTION AND TC OL 7 .0 PSF DATE 07/14/95 \Uw`In� DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 6r 901. SEE THIS DESIGN `SUS I''• FAILURE TO BUILD tME TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE e ' O� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM QU1PEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG O A4R6 OR 6 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - . 5606 - BC LL 0 .0 PSF JRK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W CONNECTORS PER DRAWINGS 130. 150 C 16OA-F DESIGN SIAWDAnOS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T O T.L D. 4 7 .0 PSF D A LEN. 3 7-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C RPT. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/971 FDA PnOPER (0 R10 P ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. fUPNISH A COPY OF T14IS ' Q DUR.FAC. 1 .33 tN ONLY. AND SHALL NOT BE RELIED UPON 1N ANT OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE ER`'`` __TP • r ATINSTITUTEB NATIONAL IGH SPECIFICATION F O T T ''T ` SPACING 24.0" T YPE e b 1 w 71 LOT 73-1 T 7'- MONO GIR E R THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP f2 N BOT CHORD 2x8 SP II N WEBS 2X4 SP 63 BEARING BLOCKS: NAIL TYPE: 0.131x3.0y nails BRG X-LOC #BLOCKS LENGTH/BLK )NAILS /BLK 0 0.000' 1 12' 7 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 1090 1190 BRG.LOC (FT): 0.00 6.75 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN --------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS (+l-Gravity (-1-Up l i f t --------------------------------------------------------------- xxx UPLIFT xxx I ox* HANGER xxx H5 - -4550(Jacks Only) I HUS26 - 4 27511 -12860(10d 1plyl MTS12 - -10001 1 HUS26 - * 3315f -1550#(76d 1ply MTS12 - -20001(2 Each) I HHUS48 - ♦ 42991 -16606(10d 2ply) MTT288 - -37861(2 Each) (106)l HHUS48 - + 51800 -200006d 2ply) MTT288 - -4455#(2 Each) 116011 14GUS48 - * 66400 -21991110d 2ply) MST60 - -46880(Per 2ply) I HGUS48 - 4 80000 -26501(lSd 2ply) CS150 - -1650#(Each) I HGUS5.5• 4113350 -39450(16d 3ply) -------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. � a t 2X2 r 5X8 6f7 = O m 3X6(At) T 4"3 8' 4X1 7' 4X7 ' R=3404# W=3"8 R=3120# W=3" TAg T17 SEG: 14236 P T. TP DESIGN DESIGN CRIT=TPI GTY i TOTAL = i REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCIS, INC. TPISSES PEOUIPE EXTREME CAPE 07/14/94 T C LL 30 .0 PSF REF 2 X*JMPORTANT*x SHALL NOT BE RESPONSIBLE FOP ANY WARNING IN HANDLING. ERECTION AND 11 TC OL 7 .0 PSF DATE 07/14/95 OEv1A1tON FROM rNiS DESIGN OR (HESE SPECIFICATIONS.ICA(IONS. OR ANY BRACING. SEE HIB-9f BY TPI. SEE iN15 DESIGN ,�1' ' 111 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WI IH OSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING nE `i US a •� F� ALPINE CONNEC/ORS ARE MADE OF 20GA QALY, STEEL MEETING ASTM OUIREME NTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 0 PSF ORWG 0 A446 OR 0 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ 56Ofi - /+ NPIW TRUSS AND UNLESS OTHERWISE LOCATED ON I-IS DESIGN, POSITION LY ATIACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC LL 0 .0 PSF CoMNECTons PER nPAWINGs fno. 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.L D. 47 .0 P$F 0/A LEN. 7-0-0 COW ORM W/APPL ICA&E PROVISIONS OF NOS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/411 Ten Pnorn L 0 AID P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS Q DUR.FAC. 1 •3 3 IN WAY• AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, OESIGH TO Tlx: TRUSS ERECTION CONTRACTOR. INEEA`'�`� SPACING 2 4.0" T mono IPI - f AiINSTITUTE, NATIONAL GNSPECIFICATION FOR W I 1 N 11111 'I w YPE 7 T 7 —1 T 16 7' MONO THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP C2x4 Sp t2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 Sp 02 N UPLIFT LB): 220 200 WEBS 2x4 Sp 03 BRG.LOC �FT): 0.00 6.75 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CIiORD. -------------------------------------------------- TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- NNW UPLIFT NNW I NMN HANGER NNW H5 = -4556(JackS Only) I HUS26 - + 27510 -12860(100 1ply) MTS12 - -10001 1 HUS26 - + 3315/ -15501(160 1ply) MTS12 = -20001(2 Each) I HHUS48 - + 42990 -16500(100 2ply) MTT288 - -37861(2 Each) (100)I HHUS48 - + 51800 -20001(160 201y) MTT288 -44550(2 Each) 116011 NGUS48 = + 66400 -21991(100 2ply) MST60 - -46880(Per 2ply) I MGUS48 + 80000 -26500(160 2ply) CS150 - -16500(Each) I HGUS5.5: +113351 -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2X2 r a O - H 6 C7 m 2X4 (A 1) 4"3 W 10' 1.5X3 R=523# W=3" 'R=288# W=3" TAGG Tg30 SEG: 15358 PL?. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. In SSES MOUIPE EXTREME CARE 07/14/94 T C L L 30 .0 PSF REF t XXIMPORTANTM SHALL NOt BE RESPONSIBLE roR ANr ARNING IN HANDLING, ERECTION ANDOEVIAtION FRON THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 Br iPt. SEE THIS DESIGN � USE � TC D(., 7 •0 PSF DATE 07/14/95 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` - ALPINE CONNECtOPS ARE NAOE OF FOGA QALY STEEL MEETING ASTM OUIREMENiS. UNLESS OHIERWiSE INGICAIFO. TOP - - BC DL 10 .0 PSF DRWG A446 GR 6 EXCEPT AS NOTEO. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WIiN PnOPEn 5606 TRUSS AND IMIESS oHNnWtSE LOCATED ON 11415 DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, 801104 CHH IB N BC L L 0 .0 PSF JR K CONNECIOTIS PER DRAWINGS 130, 150 9 160A 1 DESIGN STANDARDS WITH PROPERLY AITACHEO AIGIO CEILING -- SEE - STATE of = TOT.LD. 47 .0 PSF 0/A LEN. 7-0-0 CONTORM W/APPU ICABLE PROVISIONS V NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER I C 0 Rl0' IF ` SEAL ON THIS DRAWING APPLIES t0 114 COMPOWNI DEPICTED HERE DIYMALL APPLICATION. FURNISH A COPY Of 11415 Q DUR.FAC. 1 .33 IN ONLY, AND S14ALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN 70 THE MUSS ERECTION CONTRACTOR. •--TP • T AT NST i t N 99 NAtIONAL oEsiom SPECIFICATION FOR WOOD roNsintctiolm ''1141 41414 SPACING 24.0" Tmono A - 7 & j 7j-1_1_J7' EJ THI DWG. PREPAREDFROM COMPUTER INPUT LOAD 6 0 M NSI N SU MITTED Y TRUSS MFR. TOP C*0 2114 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2X4 SP /2 N UPLIFT ILe): 200 200 200 WEBS 2X4 Sp 02 N BRG.LOC (FT): -0.13 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 3 NAIL BEARINGS WITH A MAXIMUM OR-FULLY-OPEN -- ----- ------------------------------------------------------ REACTION OF 329.00. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+i-Gravity (-)-Uplift MUST 8E PROPERLY ATTACHED i0 THE HOTtON CHORD. ---------XXX-UPLIFT-------WNM I -----------WWM HANGER—WWW--'-""'--- CONTRACTORS WARNING: H5 = -455#(Jacks Only) I HUS26 - + 27510 -12860(IOtl 1plyl THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MIS12 - -10001 1 HUS26 + 33150 -15500(16tl 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) 1 HHUS48 - + 42991 -16600(100 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786#(2 Each ISOtl)I HHUS48 = + 51800 -20000(16tl 2ply) MTT288 = -44550(2 Each) (160)1 HGUS48 + 66401 -21996(10tl 2ply) MST60 = -46880(Per 201y) i HGUS48 + 80000 -2650#1160 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(160 3ply) -------------------------------------- ------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=242# W=1"8 6"4 e e e fYl - 6 p ' O • fYT • 2X4 (A1) 4 3 8' _7' __J R=329# W�1"8 R=87# W=1,"8 PG SED: 15354 Lf. TYPE- ALPINE DESIGN CRIT=TPI QTY = 5 TOTAL = 5 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 07114194 T C LL 30 .0 PSF REF 2 *I MPOR T A N T X*SMALL Noy BE RESPONSIBLE Fan ANY WARNING IN HANDLING. EPEC110N AND OEvtAl10N FROM THIS DESIGN OR THESE SPECIFICATIONS.ICA1 IONS. OR ANY BRACINGSEE NIa-91 By 1P1 SEE tH15 DESIGN tttll TC DL 7 .0 PSF DATE 07/14/95 UR . •�1, t� FAILE 10 BUILD 400E TRUSS IN COWOPPA14CE WIT"0STB6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE .tUs E ''•i O� ALPINE CONNECTORS ARE MADE OF 20CA GALY. STEEL MEETING ASTM GUIREMENIS. UNLESS OTHERWISE INDICATED. TOPV - BC DL 10 .0 PSF ORWG O A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORO SHALL BE LAtEPALLY BRACED WITH PROPER 5606 _ VAUSS AND UNLESS OTNIEAWISE LOCATFO ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. 80110"CHORD BC LL 0 .0 PSF J R K NT CONCIDPS PER ORAWINGS 130. 150 C t60A-F. DESIGN STANDARDS WITH PROPERLY AlfAC"ED nlGio CEDING -- SEE STATE OF _ TOT.LD. 47 .0 PSF O/A LEN. 7-0-0 CONE011"W/APPLICABLE Pn0YtS10NS OF NOS C TPI AN ENGINEER'S ALPINE TECHNICAL UPOAIE (T/1/911 ran PROPEn * p'� SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' C 0 R1� Q ` DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE 11171.110 UPON IN ANY(TIMER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INETVC W 1n • TR AT T rU1 R,1 NAT A N F Ar F T T �'.. ....ITN SPACING 24.0" TYPE e ' ack b' - 71 T - .1 J THIS OW PREPARED FgOM COMPUTER INPUT L ADS 6 OIM NSIONS SUBMITTED BY TRUSS MFR. TOP 2114SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 62 N UPLIFT ILB): 230 200 200 WEBS 2x4 Sp 12 N BRG.LOC 5.00 UPLIFT BASED ON 100OT 00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT • 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTIONOF 133.72. ------------------------------------------------------ TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. 1+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Nxx UPLIFT xxx i NON HANGER NNN CONTRACTORS WARNING: H5 455#(Jacks Only) I HUS26 - + 27511 -12860(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -10001 1 HUS26 + 33151 -1550f 16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 -2000112 Each) I HHUS48 + 42991 -166001104 201y) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -3786112 Each) (1001 HHUS48 + 51801 -2000006d 2ply1) MTT28B • -44551(2 Each) 1160)1 HGUS48 • + 66400 -2199#(100 2ply) MST60 -4688:(Per 2ply) HGUS48 + 8000: -2650106d 2ply) I CS150 -16500(Each) HGUS5.5• +113351 -3945#1160 3ply) ----------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=1"8 10'6"4 e c fYT O . 6 C7 111 -r— 2X4 (A 1) 4"3 8' �2 5 R=4450 W=3"8 R=44# W=1"8 TAY T19 SEQ: 61849 PL TYP -ALPINE DESIGN CRIT=TPI QTY - 4 TOTAL = 4 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIPE EXTREME CAPE 07/14/94 T C LL 30 .0 PSF REF t X I MPOR T AN T M*SMALL NOT BE RESPONSIBLE FOR ANY A R N I NG IN HANDLING. EPECTION AND DEVIATION FROM THIS DESIGN Oa THESE SPECIFICAT(ONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �Tus TC DL 7 .0 PSF DATE 07/14/95 E ��FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY tPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , vALPINE CONNECTORS ARE MADE OF ?OGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10•0 PSF DRWG A445 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 -TRUSS AND L04LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY A71ACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC LL O O PSF NPW CONNECTORS PER DRAWINGS t30. 150 C 16OA-F OFSIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of TOT.LD. 47 .0 PSF DSA LEN. S-O-O CONFORM W/APPLICABLE PROVISIONS OF NOS O 1P1. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOP PROPER ' <OR10� P" SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' � Q�� DUR.FAC. 1 .33 IN ONLY, ANO SHALL N01 BE RELIED WON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEa`' --TP . r Al T T T NATIONAL cN F Ar ON F W t r N ''�., ,,,1�`�� SPACING 24.0. T YPE a a c k p — 1 T 7 — THIS DWG. PREPARED FROMCOMPUTER INPUT (LOADS 6-DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2X4 Sp #2 H UPLIFT (LB): 220 200 200 WEBS 2X4 Sp #2 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTIONOf 37.25. --------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHOPO• --------------------------- ----------+----------------------- WWW UPLIFT ONO I OWN HANGER MMW CONTRACTORS WARNING: H5 - -4550(JackS Only) I HUS26 27511 12860(fOd 1ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 1 HUS26 - + 33150 -1550#(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 20y) INSTALLATION TO ENSURE THAT THIS TRUSS IS EPECTEO PROPERLY. MTT28B - -37860(2 Each (1Od)j HHUS48 - + 51800 -20000(164 2p y) MTT28B -44551(2 Each) (16d1 HGUS48 - + 66400 -21913"Od 2ply) MST60 - -4688#(Per 2ply) i HGUS48 - + 80000 -26501(16d 2ply) CS150 - -1650#(Each) i HGUS5.5- +11335# -3945#(16d 3p y) ------------------------------------- ------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 Tr c a T�9 6"4 m ` 0 5 r,7,- ~ T 2 X 4 (A 1) 4'3 �---2' --�-- _3' --� R=3840 W=3"8 R=14# W=1"8 P�GG = 22 SED: 61850 1 . TYP.-ALPINE DESIGN CRIT=TPI OTY - 4 TOTAL 4 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 07/14/94 T C LL 30 .0 PSF REF t *IMPORTANT**SNALL Nor BE RESPONSIBLE FOR ANY ARNING iN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �T``l'us f�� TC OL 7 •0 PSF DATE 07/14/95 FAILURE TO BUILD THE muss 1N CONFORMANCE WITH OST88 BY TDI. FOR ADDITIONAL SPECIAL PERMANENT BPACING RE `ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTSUNLESS OTHERWISE INDICATED. TOP BC DL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - f"S ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD X BC LL 0 .0 PSF NP W CONNECTORS PEP OnAWINGS 130. 150 0 16OA-F. DESIGN STANDARDS WITH PPOPEPLY ATTACHED RIGID CEILING -- SEE STATE Of TOT.L D. 47 .0 PSF 0/A LEN. 3-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ( R10�' Y 0 - SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q'�' DUR.FAC. 1 .33 IN ONLY, AND SMALL NOT BE RELIED WON IN ANY OIHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEER`'•�` , r N , NN�t` SPACING 24.0 ITYPE e j ack 7 T 7 — J THI W PR PARE FROM COMPUTER INPUT LOADS 6 DIMENSIONS) UBMITTEO Y TRUSSMFq. TOP C14 RD 2x4 SP #2 N xxWARNINGxx AN UPLIFi REACTION OF -2281 OCCUREO ON A BOTCHDRD 2x4 SP #2 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REOUIREO. WEBS 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 270 200 200 THERE WERE 2 MAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-1-Uplift THIS TRUSS IS OESIGNEO TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS ------------------------------------------------- ----------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING xxx UPLIFT xxx I xxW HANGER 9x1 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTSi2 -1005Only) MUS26 + 33151 -1550#(I6d f10 -1286#006 MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -S660t(10d 2ply MTT288 - -3786#(2 Each (10d)I HHUS46 - + 5180# -20001(16d 201Y MTT288 - -44551(2 Each (16d)I HGUS48 - + 66401 -2199#(100 2ply MST60 -4688#(Per 2ply) I HGUS48 - + 80001 -2650# 16d Zpiy CS150 -1650#(Eachl 1 HGUS5.5• +153351 -3945# 16d 3plY --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 8'6"4 6 2X4 (A 1) 10"3 4'3 B' �--21 ----�- i -� R=505# W=3"8 I.g T21 SEG: 61852 T. TYP.—ALPINE DESIGN CRIT=TPI GTY = 4 TOTAL 4 REV. 17.2m SCALE -0.5000 ALPINE ENGINEFTIED P1ODKIS. INC. m55E5 nroulpE EXIPENE CAPE 07114/94 TC LL 30 .0 PSFREF *I MPOR T AN T XX SHALL NOf BE nESPONStOLE FOR ANY WARNING IN NANOtiNG, ETIECtiON AND DEVIATION FRHE ON THIS DESIGN OR + SE SPECIE ICAttONS. OR ANY SPACING. SEE Hre-91 BY tPi. SEE THIS DESIGN �`1' ' f'�., TC DL 7 .0 PSFIORWG DATE 07/14/95 \\UvV15U\ FAttuRE f0 BUILD fNE TRUSS IN CONFORMANCE WITH OSISS BY TPI, FOP ADDITIONAL SPECIAL PETTNANENI BRACING RE 11 . STEEL NEErtNG AStN OUIPEHENI3. MESS OTHfnWISE INOtCATFD. TOP ALPINE CONNECTOPS APE WADE OF 20GA CAI r - - 8C OL 10.0 PSF \\U\\ A446 OR B EXCEPT AS NO1E0 APPLY CONNFCIOnS TO EACH FACE OF CHORD SHALL BE LAIEPALLY OnACEO WITH PPOPEn !S n seas BC LL iM55 ANO UKESS OHEPM ISE LOCA LEO ON 4414 OF.S LGN. POST TION lY AtTACT$D PLYWOOD SHEATHING. BOTTOM CIQgO W CONNECIDPS PER ORAMINGS t30, 150 9160A-F OF SIGN S/ANOARDS WITH pI10I+EIltr ATTACHED R1GI0[E ft ING -- SEE a*A r -- COTFORN M/APPLICABLE PROVISIONS OF NOS G IPt. AN ENGf Nf ER'S ALPINE TECHNICAL UPDATE 11/1/911 I"n e.".•.-- SEAL ON THIS 0"AWING APPt IES 10 114 COW`ONFNI Of PICTfO Hfnf. OnYWALI A""" EN ONLY, AND SHALL NOT K nELIEO UPON IN ANY".. "TPI rn.- J7' HJ THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 340 880 810 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 9.90 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 3 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 323.69. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+)-Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. -----------------------------------".'i-"'""- --------------- xxx UPLIFT xKx I KNx HANGER xxx A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 - -4551(Jacks Only) I HUS26 27511 -1286f 10d 1p1y1 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10001 1 HUS26 - + 33151 -15501(16d 1ply MTS12 - -20001(2 Each) HHUS48 - + 42991 -16601(10d 2Dly) CONTRACTORS WARNING: MTT28B - -37B61(2 EaCh) (10d)l HHUS48 - + 51801 -20001(16d 2ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT28B - -44551(2 Each) (16a)1 HGUS48 - + 66401 -21990(fO0 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -46881(Par 2p]y) I HGUS48 - + 80001 -26501(16d 2ply) INSTALLATION TO ENSURE THAT THIS . 3LI THIS TRUSS IS ERECTED PROPERLY. CS1SO - -16501(Eacn) I HGUS5 - +11 5351 -394gf 16d 3ply) 127# REFERENCE HOLMES LUMBER DETAIL SHEE FO LPFT)HA�NDETAILS m {� 12'8 12 C.8,. 12 11'6"8 1 .5X3 rn r A : O .-1 4.24 p E'7 k . T 2X4 (A 1) 4"3 8' 1" --2'9" 15 9 10" 13 J -- 4 '2" 15 5'7" 14 -1 R=559# W=4" 15 - 123# R=324# W=1"8 PLG T222 SEG: 61858 ?. TY .-ALPINE DESIGN CRIT=TPI QTY 2 TOTAL 2 REV, 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCIS, INC. TRUSSES PEOUIRE EXTREME CARE 07114194 T C LL 30 .0 PSF REF _ 2 *IMPORTANT**SrrALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FaON mis DESIGN OR THESE SPECIEICAIIOMS, On ANY BRACING, SEE His-91 By IPI. SEE THIS DESIGN _ ""' E' TC OL 7 .0 PSF DATE 07/14/95 n �1V FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` �VS ALPINE CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING AStM OUIREMENTS, UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF ORWG RD SHALL BE LATEPALLV OnACEO WITH PROPER 5606 \\U\\ A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHEHE D PLYWOOD SATHING, 110110"CHORD N BC LL 0 .0 PSF NPW CONNECTORS PER ORAMINGS 130. 150 6 160A-F. DESIGN STANDAPOS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LO. 47 .0 PSF 0/A LEN. 9-10-13 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 tP1, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER (ORIO� P' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION rURNISH A COPY OF THIS .� F. Q OUR.FAC. 1 .33 IN ONLY. ANO SHALL Mot BE /FLIED UPON IN ANY OTHER MAY. DESIGN TO INC TRUSS ERECTION CON1RACi0R. INEt^��`� SPACING SEE ABOVE TYPE ' aCk --tP TNATIONAL ''rrr HHHHL, I M I T I N F T F t 1 C��e #tfiratt of (Orrupanq } (situ of 1 Atlantic N=4 — Nloribtt Department of +wilding Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit No. 10508 Group W.frame Type Construction Slf Fire District Atlantic Beach Owner of Building Centex domes Address 6620 Southpoint sSouthpoi nt_Drive South _ ' ByiRfngAddres609 ink de Drive Locality Atlanticir 3each' 'FT. 32231 By. DON C. FORD BuildingOfficial' Date: POST IN A CONSPICUOUS PLACE' 'sem:: �) �� /CITY OF • A 4&a4-c Jas -I&uc& t Office of Building Official REQUEST FOR INSPECTION Date �D � �f Permo. Time A. Received Job Add Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing C Rough Wiring Ci Rough Air Cond. & Re Roofing Slab C Temp Pole ❑ Top Out Heating Insulation I Lintel C Final C Sewer 2 Fire Place ❑ X94/19 i�C, D Pre Fab 6G `T READY FOR INSPECTION A.M Mon. Tues. Wed. Thurs. Friday Inspection Mae (/`y� d Inspector �/ _ Final ertific to Occ cy C Date i+UV U jj,L14LIIi �.-- lbl r'U4 L O T ) 0 Z (,?E:✓I SeD) MAP SHOWING BOUNDARY SURVEY OF PARr O,' JorS /Of AW-Ad-3 AS SHOWN ON MAP OF � 'L V.4 , A/� szah' vim r Z AS RECORDED IN PLAT BOOK —f?-- PAGES OF THE CURRENT PUBLIC RECORDS OF OUVAL CO., FLA. Ato r&: SEE AT1ACiS/ED tE'sA4 G�'SGP/f�rY[7W NO E: BEARINGSSHOWN HEREON ARE BASED ON THE ABOVE MENTIOND PLAT. ) ANO R6f �P TO A7Y NAS GED rid y�ePric�[ oA rug! � o rDNA[D AL[&I ©�o �€Av�.ic w�r�GN.9L rirtE /Nsu,94ueE Ca. N, v MErRa L/1'AN T/Tt 4v Gv 4,VA1 rY eO. , , of 1 a a i di nd o ng X W ojj Ll a ?� 5 a"M AE�rr 4 �. L .�. �� 3700 ` �„� ., for not -• . 39,9• � ��l y g cp"coir� :� , 41 Q 4 14v !J91 v !-MR ,STUCCO �'`�,`. �; � N r!o �oyl6fzzhvcl k � y 41X09 n, k ",• � /S h Eil vEb � � � q �� 4 � ,¢j3' s �s•I•� �I d w 3T d0 -4/<.AID ;4. [os ioa S •9!• Y�r 'pow r s7ARr arat�a aK7tit��vd ' 1 [ /d/ -� SSG/Nfi/1NG FINAL .SSUA Y /0- • 95 .vnr� sEr-x'cur��wr�o . ptxrad ,ou oraca r�aka I HEREBY CERTIFY THAT W SURVEY,PERFORMED UNDER MY RESPONSIHI-E DIRECTION,MEETS THE MINIMUM LEGEND: TECHNICAL 3TAWAROS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17-0,FLA.ADMINISTRATIVE CODE (PURSUANT TO 8ECT)ON 473.027,FLORIDA STATUTE$),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH. MOM UPON THE SUBJECT PROPERTY TAS SHOWN ON THIS SURVEY • 1�" I�011 Lr>'�M� o vsw siT call-LJ.11031 FLOOD C[RTl' TE: THE LOT SHOWN HIMEON IS IN FLOOD M.6 K%qmq gstMcmo Lm ZONE X' AS SHOWN ON THE FLOOD INSURANCE. RATE CLARSON AND ASSOCIATES INC. A CERTMI MOLE MAP. COMMUNITY PANEL NO /2007.5— G04/�' DATED >f-f S9 100 NAM AVE-JACI 01WILLE,PLA 32207 A K#AAIM ONtAYCE r CR. emm VwAm /��✓ t: . F.C.Aloe- POWT of CLOWATUM SURVEYED / 19 r ' P.T. PMI OF TANOMY o /N¢ �'p R GOTOW SURVEYOR NO.9141, FLA PJLO. POINT of Iowa 1EE Ounm • SCALE: ..", .OW OF c*wpow p cwft FIUD BOOK 554 PQ, 3', G E e t CITY OF rl��aatic �t'uicl - �lozcala MALE VAXD ATI ANMC WAM FIA UDA 32233.5445 TOFhlONE(!M)247-SM FAX(!M)247-SM NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: ' Permit Number Address rel , i Building Department Office of Building Official REQUEST FOR INSPECTION y��} Date r..� - , '' /LJ 6 0 Permit No. _ __,_. Time A.M. Received P.M. Job Address Locality Owner's Name ___ ntractor --- BUILDING CONCRETE PLUMBING MECHANICAL Framing Footing oug Wiring Rough C Air Cond.& Re Roofing Slab 0 Temp Pole (' Top Out 0 Heating Insulation Lintel 7 Final 7. Sewer LJ Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. u s 4-iq, Wed. Thurs, Friday P.M Inspection Made _. / PM. r 1~ Fina!inspection Certificate of Occupancy __ Date _ _ t DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS? HAVE BEEN MADS: AND ARE SATISFACTORY: u- __._________ I ------ ------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. SI CERELY, L BUILDING INSPECTION DIVISION cc:FILE 4 CITY OF !f. 4&s41 /geac,4 Office of Building Official REQUEST FOR 1NSPEC ON I (� Date_� _� Permit No. Time A.M Received .__ 6 '�_— PJ .1 g Job Add sly Owner's n � � Nam Cenlractor $UILDING�\ CONCRETE ELECTRICAL PLUMBING MECHANICAL rte' rami g Footing Rough Wiring _. Rough Air Cond. & Re Roofing Slab Temp Pole = Top Out Heating Insulation Lintel Final Sewer 7 Fire Place - Pre Fab READY FOR INSPECTION A.M. Mon. ues. Wed. Thurs. Friday---— p/ A.M. Inspectio lade ( - _P.M. rsp,c4oi ___ ___ _.__ _ �,.� Fina nspection Certificate of Occupancy ate -...- —- ------— -- CITY OF ,4&4#j4'c Aww4- Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time 0 A.M. Received Job Address ____Lkcality Owner's Name , _4�__ � Contractor BUILDING CONCRETE ELECTRICAL BI MECHANICAL Framing D Footing 0 Rough Wiring 11 Air Cond.& Re Roofing C Slab El Temp Pole Ell Top Out 0 Heating Insulation C Lintel 0 Final E SewerFire Place X,Pre Fab READY INSPECTION Mon. Tues. Wend. Thurs, Friday C A.M. Inspection Made PM. Inspector__ Final Inspection 0 Certificate of Occupancy❑ Date CITY OF Office of Building fficial /0 - " REQUEST FOR INS, ECT CT N os18 Date- mit Time -23o AV. Received q PM. Job Ad of y Owner's Contractor BUILDINGmil", CONCRETE LECTRI LU GING ECHANICAL Ta2Z ng Footing rid, & Re Rooting E! lab El Temp Polle E Top Out 'Heating Insulation C Lintel 0 Final E, Sewer F—1 Fire Place Cl Pre Fab READ INSPECTION Mon. Tues. Wed. Thurs. Friday---,—PM. I �; A.M.Inspection Made RK Inspector Final Inspection 0 Certificate of Occupancy ID Date i, NOTICE OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE t 41,V cS tt7F_ X02 1— THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted fayrj06.7 i dry E�C7T/LEM f' 3 nr- i F2 Lsf-/L) /CW- IXIS7*e_e_16.0 $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monty through Friday. �,(�� TRANSMITTAL DOCUMENT FOR JEA DATE: ?- / / - 9 The following permits have passed "rough" inspection: Permit No. Address � t fir ! S�cdsCmaWkmzucx=xA*Xkun*=Dpdxmxwofx koxvuzni*m. Please update your records accordingly. T * y \ -eILDING CLERK CITY OF ATLANTIC BEACH /vcb 1 a ' -- PSR-3844 10719' DEPARTMENT OF BUIL0ING' CITY OF ATLANTIC BEACH PERMIT INPORMATION ------ LOCATION INFORMATION -_ Permit �1�er: IO�� Address: 1160 LI KSIDE DRIVE 'Permit Type: MECHAINICALATLANTIC, BEACH, FLORIDA 32233 Class of Work: NIV ----_-:-,..-j" LEOAL DESCRIPTION Car tr Types; WOOD FSE Lot , l02 Block, Se t'ion: � Proposed Use; SINGLE FAMILY Tcx ' nshig; I I*dC3 ' gwe31 ingt 1 Cady. 1 Subdivision: , ELV'A LINKS DE #2 'Estimate(! Value. stQ .00 Irhprov. Cost : Total t fl $47.00 A,mou 3 ..' $47 .00 Cor~ EAL HEAT AND AIR D ,� . APPLICATION FEES ., PERM $47 .00 Ac! ese€ � �a SIDE DRIVE RA � IMPACT FEE �� fl ,CtC � � T CR, ILORI � r `� 4� T+y r !�+�I� M F �, 6 r ate, «.# Y :«rr�4*,x iR li: t€ AP " RADON MAS- R.S. $040 T T 1400�A ON RADON ;CAB Sit $0.00 Name"'.a�AN N SAT' & A *N, CAPI'TA '" IMPROVE �-�1-4D JA C ' ILLZ, F" 32257 � ONN CTION $0 .00 C ' Type,: SEC i IMPACT FSE � ��,� D0 JIM CONST-SURCHM WE 41 ° e aa��z'a-;r'sa'!, NOTES: NOTICE;ALL CONCRETE FORMS,AND FOOTINGS MUST SE INSPE+CT�b BEFORE POURING PERMIT MD SIX MONTHS AFTER DATE OF ISSUE " i''; BUILDING MATERIAL;RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACER IN`PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAM `RESULT 1N THE!'RC P 07- YOWNE PAYINGTWICE FORTHE BUI IN IMPROVEMENTS V NIENTS" ISSU�1 ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PER AND SUBJECT TOR VIOLA'fiON OF APPLICABLE E PROVIBIONS OF LAW. I . ATLANTIC BEACH BUILDING DEPARTMENT By- BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC O[ACN,►LORIOA JaaJi APPLICATION FOR MECHANICAL. PERMIT CAL i'IN N(JmsiA' IMPORTANT—Applicant to complete all items in sections 1, Il,•111, and IV. I' street Addr.h: 1609 L I N K S I D E DRIVE __ LOCATION M A Y P O R T RD . � trrD OF Interaslinq Slreerit Ideon And BUILDING sab.r4.;;wn 1l D i T N K S T D F L 0 T 101- 11. Q,2-11. IDENTIFICATION—To be completed by all applicants In cG."sr al;on of perm;l q;rea lot doing the work as described in the ebere st.l.m/rel.s he;elivi"6g.ee to prate•+. sod .nae d ,• e::: oe :r .• the sll.c4d plans and speeiNot;ons rhieh are s put hereof and in eceorde.cs .;te the Cay of Jlciso-We wd;-erces e•o �'e•:e•ar oI good practice listed lhwein.Ufy None of .chealcd Contractors C`A A:1 2 6 2 3 Coelreclor [Print) MANDMester Nue@ of Property Owner CEN EX1 S;gsebre of 0.001 Signature of a Jwshaiaed Agent Arshileel or Ee91naer III. GENOL1L INFOU"TION A' Type 91 heatisq fuel: 13 OTHER CONSTRUCTION SLING DON!ON 1:6064 THIS BUILDING OR SIT!T V P�S ❑ G.,—❑ tl ❑ N.Nrd ❑ Ceaftel Utility 1►Tl3,G1V! fJ�SbO CONSTRUCTION ❑ Oi r PlRISITU ❑ O►her —specify IV. LOCHAWCAL COUIP11AWT TO gt INSTAL110 NATURE OF WORK (Pnovi,lo canp4q W of compiamak ea bed e/this form) Residential or j f Commercial Hees Q Space ❑ 16csu d -V Ceafeal O flow New Building ` Air Conlrl;os;nq: ❑ Roos, Central ❑ Existing Building Oust Sysseems Matertet Tblcssess ❑ Replacement of existing system WaAmwm capacity Now Installation(No system previously installed) ❑ Refrigeretiow U Extension or edd'mn to existing system ❑ Cool;p Ioww: Capacity pp^ ❑ Other—Specify_. (3 Fire sprinUara: Nvrmber of Is" -- ❑ Etevelw ❑ WariliN ❑ Escaietor Iwmbw) THIS SPACE FOR OFfICE USE ONLY ❑ Gaeoia*purnpe•.� (emeMbe/1 .. (Rosolwl) Q 7on1L_ (suerberl Renurka ❑ LPG.eawN a� (neeeberl ❑ Uefered proswrs v"M ❑ bs.re Permit Approved by Gat. ❑ Ctih..--Spedfy Permit Fee LIBT ALL EQUIPMENT AM CONDMONM AND REFRIGERATION EQUWMENT Number VAKA Defertptlon XgUI Number M"Uta bimir j11- Y ApD+a+ioi 1 � 7 HEATING s FURNACES. BOILERS,FIREPLACES Amroving Number Units D"Crkptles Model Number Hsaufacl u'er (>tIT'U)Y TANKS •• i Pio+StaaY Namtrfa) CaL a ty T�rpe L)Quld Name of Serial AppproYin g 1 aaa Dtmeoalolna Contained ]tanutaettves No. Agency i CITY OF 4&4M&. 13W4:4 Office of Building Official REQUEST FOR INSPECTION Date— -2 Permit No. Time A.11 Received 13 JL 0 1609 JobId s Locality Owner's Name 0� —Contractor BUILDING CONCRETE) ELECTRICAL PLUMBING MECHANICAL Framing E-11 Footing Rough Wiring Ei Rough 2, Air Cond.& Re Roofing 5 Slab Temp Pole P, Top Out 0 Heating Insulation u Lintel C Final D Sewer 0, Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday M! A.M. Inspection Made —PM, Inspector Final Inspection FE Certificate of Occupancy E Date CITY OF Office of Building Official REQUEST FOR INSPECTION I Date _�_ Permit No. �Da Time A.M. Received P Job Ad e r L ali Owner's Name `7__ Contractor BUILDING CONCRETE ELECTRICAL PLUJIBING MECHANICAL Framing C Footing - Rough Wiring flougtr Air Cond. & C Re Roofing ❑ Slab - Temp Pole - Top Out Heating insulation G Lintel = Final Sewer _ Fire Place Pre Fab READY FOR INSPECTION A Q Mon. Tues. 4VedThurs. PM� . C A.MI. Inspection Made Final Inspection i- Certificate of Occupancy C Date ---_--- ---— r d PSA-38" 10559 DEPARTMENT OF 9UILOIN0 CITY OF ATLANTIC BtAC1I` ... PERI I T' I I FORK 1T I OIC :. _ LOCATION I N1PO TION Permit. Number: 10555 Addrosi..; X609 LINKSIDE COURT Pormi. Types PLUMBINGATL,AIIft BEACH, FLORIDA 32,233 Class of Work NEW ..,.�� L AL DESCRIPTION Co gtr Tgls NSA Lot * Rlc�ck Section. Proposed Ute: S'I NOLE VA1411Y Dwellings; B Cade; A Subdiviisilcrr►r $'I vs Linksid�r Estimated' Value: $0.00 Tmprgv. 'Cast : so .C14 ' 'i Anrz $57.00 ION - � _ �.��. � APL CAT I ON PER $57 .00 IWdreis, g •. IULfi CC?URTt IMPA L H, FLOR "S P na WATBl2 XZTZR,/TAP $0.00 RADW OAS,�-H.R.S. $0.00 Name .,]DQN AL �U Adc"res` 40211, D IVIG 'BLVD. S IX 'SAP $0 .00 r JAC MILE, FLA. 32210 CROSS CONNECTION ,_A0 .00 Li TyPe: 4 SBC N IMPACT FSB S �► � 0 Mrd'�,�.`v T m. SCNAAGZ/ATL. C NOTES: NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST 8E INSPECTED D bE FORF-POURING PERMIT VOID SIX MONTHS AFTER DATE 00 ISSUE BUILDING MATERIAL., RUBBISH AND DEBPIS FROM THIS WORK MUST NOT BE`PLACED IN PUBLIC SPACE,AND`MUST'BE CLEARED UP AN[J44AULED AWAY BY EITHER CONTRACTOR OR OWNEA "FAILURE TO COMPLY WITH THE MECHANICS LIEN LAW CAN RESULT IN THE.PROPERTY OWNER PAYING ICE FO I'HE U'1L: tN IMPRt VEMENTS$f ISSUED A�CCOR51NG TO APPROVED PLANS WHICH ARE PART OF THIS PEAMII`AND 8UBJECT TO REVOibATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. mi TLN � 01 MENTt,'O►7I WAS CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: PILQn ht 00AC n. PLUMBING CONTRACTOR 1 AND ADDRESS: qrAq p)j& ILI), � , ! fO TELEPHONE NUMBER: 00L Afy) ! STATE LICENSE NO: ' TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING XTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS - ( DISPOSALS CLOSETS i WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER Q TOTAL FIXTURE COUNT:-- --) s $3.58 + $15.00 = $ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITIWOF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 t CITY OF ATLANTIC BEACH, FLORIDA a A APProti�by APPLICATION FOR ELECTRICAL -PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_,____v 14 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. .ti . ELECTRICAL FIRM: MASTS E E CIAN 7 LRFD BOX BLDG.SIZE BETWEEN: RES.D� APT.( ) COMM.( ) PUBLIC,( ) INDUS.I ) NEWX OLD ( I REW. I 1 ADDITION( ) TRAILER ( ) TEMP.I ) SIGNS ( ) SO.FT. SERVICE: NEW Dq- INCREASE ( } REPAIR( 1 FEE CONDUCTOR SIZE AMPS 1,5,9 COPPER ALUM. SWILCH OR BREAKER AMPS PH W C1t0 AY EXIST.SERV.SIZE AMPS PH • W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALEp OPEN TOTAL 0.30 AMPS. 31-100 AMP6. SWITCHES INCANDESCENT FLUORESCENT 111 M.V. FIXED o.too AMP , OVan APPLIANCES BELL TRANSF. AIR N.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1lI,P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO, KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED S TOTAL FEES -1 10 0- 1 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date 17='11s"9 S� Heated Square Footage S fA - o 0per sq ft = $ c:�0 '7q Garage/Shed – '.�-�—t� $ 17 Per sq ft = $ '7, /40 - �nor� ..._. ..l�il _.@ $ Per sq ft = $ _-- Deck � � @ $ per sq ft = $ r1 Patio _c Zj! '2- @ $ y. vc> per sq ft = $__ TOTAL VALUATION : $ � Toal Vuation 1st $ 5&),600 _ _ V /&0 .0 c-- S /&6 . v Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ �a j 6 .0 (/ ) Fireplaces @ $15 . 00 S BUILDING PERMIT FEE WATER IMPACT FEE Si '� ]Q .0 a SEWER IMPACT FEE S / X50. a C:) WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP ( iY6�) RADON (HRS) .0050 $ // SECTION H PAVING ( ) S HYDRAULIC SHARES S CROSS CONNECTION S c3s ,0� (144 ) SURCHARGE . 0050 $ ( 7 OTHER $ GRAND TOTAL DUE $ 0 s 7t,'q. 7 o ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: i ,'- PSRr36A4" 105 08 Ift. 6ERARTMENT OF BUILDING CITY QF ATLAft BEACH _� . . PERMIT INFO " ION - �. ---, I±OC 'I` ON I> EO TI4P1 -.�:. _... , erme t Number: , :I05Awdie.so 1409, LINKSID1 DRIVE � T+ermit Type: BUILD'190 �Alt�NTI �FLORI 32233 ' c,tai a of Mork: NEW"' "L' DESCRIPTION ,. ------- Constr. , Type. WOOD * AKZ IO2,. Sl off. Sects _"r*Versed Use'.# SINGLE FAMILY �' : � Ti�wn��i�: t�NG Ditel I ingp: 1 Codi x u ivi : EEI, A t�T SIDE ` IFrO est o:0,0 W Total ,, `es$* . 'AMoUq 10 Da We NRW HOME PER PLANS NSF' I�4' , .»r..,.. ... w« vis ion �.. 7... 'APPLICATION �"4+ `.�i "" ATE A+ r eer w Polo g I ve LTT O VOIRMA ON EST '0A $325 00 CXPITW,IM OM �"`� ..w.. `"a"."•2tw w^G' .,,.e'rwa�x.,.r^' .e+F4P srmunw'a _y{c yy- i}��`■y y*[_. yyy/,_(} 'y^ ,�}y��y�1�y[ y(��g+�y��`{�y�.' {/nay Jyyyw}y« px; CROS M" �TF' :i'�A CT 14I M- {Tir r S-341 54 TyPe E 4 �Xkt#a1L9 i� �t4YlEBf 777f NOTICIE-=A4 CONCRETE FORMS AND FOOTIN S MUST BE tN PEC1 13 8EI%Q�if'p NG 77 PSRMIT VOIa BIX MQ 'HS AFTER GATE 0P'ISSUE It G G MATERIAL; RUaBISH ANQ."DEBRIS FROM THIS WORK MUST NOT BE _INP,01500 SPACE,AND Mt QST BE QrUP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER Com 1.Y WTH THEMECHANIC 1EtL" ' IS „° CCt7R ING TO APPROVtiQ PLANS WI-iICKARE PART OF THIS PERie1l1�`ANp SL)B�IE T fif3 R 1lt CATION Q A# RLf ;A1 L RRQ ISIOIS OF I.AW. EPIT es, 71 . AIH BUILbIIt EOT' ?ROPERTY DESCRIPTION °3 .j4'q '`r h CITY OF �` 1995 '• ��. ��' 71G OCEAN BOULEVARD .ot #_Jf) _Block •__-----Section I_ _____ P.O.BOX 25 , and Zoning ATLANnCBEACH.FLORIDA32233 iubdivialons _ �1�1L+� __! fit �n TELEPHONE fs+oq Y49 Z i95 street flame }�Q . DESCRIPTION OF WORK sr Addresss,J u.0._L�� S,.Ll h r------__ Ii in a FLOOD HAZARD "food Zones__-&--____—_area complete page 3. Brief [� Descriptions } Class of Works (New/Remodel/Additionl_, )t,A Q ______ TONING INFORMATION Type of Constructionsl_ �C_�+� :oning Proposed 1a Q district s_R�&_k�L_Use I _ Estimated Vmilue :xceptions or Materialst_ �SC_O _______ ariances Gratttedt,�,_�__.�_-_�..:__ Solid or --------_-- -_•.-------------- Filled Ground t, � ____Roat OWNER IHFORfiATZON �• r , Method of Hastings Property Ovrter t_ e� 0 j�,r� —„� ---,y- Phone Mailing r !o c_0i ,,C Address(6 ©-�o �` e_L,(. .. .�.Q.YV� 1 �'t t.w..�.,,_- -•----------- Zips Sas L-------- CONTRACTOR INFORMATION Contractors e_4;L ? 1�C�I S _----------,.___ Phone:Q�96'�J S Mailing ------ Address t L Q SOLI L.'��t S; 0-40 o Sa_mut -e 1__...._..--------------Y------ Zips 3aAL� -------- Expirat /l ` QQO� ______ ,,�C� a Date t License Numbers___k,5 I NCREBT CERTIFY TNAT I NAVE ROAD AND CKAMINCO THIS{ APPLICATION AND KNOW TMC SAMC TO AC TRUC AND CORRCCT. ALL PROVISIONS Of TWk LAWS AND ORDINANCCS OOVERNINO THIS TTPC GOP WORK WILL 9C CONPLICD WITH. WHETHER HPC=rXCD HCREIM OR NOT. TUC GRANTING Of A PCRNIT DOCS NOT PRCSURC TO L GIVE AUTHORITY TO VIOLATE OR CANCEL TUC PROVISIONS Or ANY rCDCRAL. STATO OR LOCAL RULES. ♦ .'. RCOULATIGHS. ORDINANCES. OR LAWS IN ANY MANMCR, INCLUDING TNC OOVCRHINO Of CONSTRUCTION OR TRC 6 si _r PCRFORMAHCC of CONSTRUCTION D► TUC PROJCCT. I UN0tR9TAHD THAT THC ISSUANCE Or THIS PCRRIT t5 `�y •;... CONTINGENT UPON TUC ABOVE IMfORNATION BEING TRUE AND CORK CT AND THAT TUC PLANS AND SUPPORTIRC y � •� DATA HAVC &CCN OR SMALL' 89 PROVIDED REOUIR j 4.(f•: Ovncr Signature pate_ 9S lie- N. . N. • f'•;u•._.k... Cohtraot. x Signature C-1-S I--- �--------- 777 FLOODPLAIN DEVELOPMENT INFORMATION Type of Developments--- ----------------------------------- Flood Zones__-_ Required Lowest Floor Elevations If building is located within a flood hazard zone, a survey rust by made AFTER THE BLAB HAS SCE N POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation establiashed for that zone. No final inspection will be *ado and no certificate of occupancy will be issued until the survey is on �ftle with the Building Department. CONVENTS: Applicant Acknowledgeowmts I understand that the issuance of this permit is co»tlnPpent upon the - above information being correct and that the plans and supporting data have been or shall be provided an required. I agree to comply with all applicable provisions of Ordinance Ho. 23-7-11 and all other laws or ordinances affecting the proposed development. Date_____.,_.......Applicant•s Signature.......................... -------------------------------------------.-=_------- Department Use Required L.ovout Floor Elevation —___________ Aag Built Lovest Floor Elevation ................. Survey Filed with Building Department ----------- - - Building DepartmentRaprcrsantative page 3 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.7 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 13.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . 11.0 -----------X--------- I AIR CONDITIONER. . . . . . . . . . . . . 9.7 EER 16.0 EER. . . . . . . . . . . . . . . . . . . . . . . 10.0 IX------------------ I HEATINGSYSTEM. . . . . . . . . . . . . . 6. 8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 I ----X---------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: �G�OSd� �c �,.�S. Signature: �(�� > Date: -7-//-55 City/Zi �� zZ/ Florida E ergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 102 SL 2 BUILDER: CENTEX AND ADDRESS: 1609 LINKSIDE DR. PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_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. ) 5 . 1469.00 6. Predominant eave overhang ( ft. ) 6. 1 .33 7 . Porch overhang length (ft. ) 7 . 5.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 134.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 114 .00 ft b. Wood, raised (R=value, area ) 9b.R=11.00 380.00 sqft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=13.00, 1493.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=13.00, 173.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 868.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C EER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99.67 a. Total As-Built points 19a. 28140.66 b. Total Base points 19b. 28234 .78 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: (�� u� compliance in accordance with Section DATE: 7-/l-q3- 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. r OWNER/AGENT: BUILDING OFFICIAL: DATE: -//- S S DATE: Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 102 SL 2 BUILDER: CENTEX AND ADDRESS: 1609 LINKSIDE DR. PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 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. ) 5. 1469. 00 6. Predominant eave overhang (ft. ) 6. 1 . 33 7 . Porch overhang length (ft. ) 7 . 5.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 134 .00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 114 .00 ft b. Wood, raised (R-value, area ) 9b.R=11 .00 , 380.00 sqft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=13.00, 1493.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=13.00, 173.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 868.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C EER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99.67 a. Total As-Built points 19a. 28140.66 b. Total Base points 19b. 28234 .78 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: &-_, J10-0 compliance in accordance with Section DATE: `7-11 -5 �- 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: C BUILDING OFFICIAL: DATE:- -7-11- 1f- DATE: ys- ******************************************************************************* SUMMER CALCULATIONS BASE ___ ( __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- S 84 .00 65.8 5527 .2 DBL CLR S 10. 0 66.2 .93 617 .3 DBL CLR S 10.0 66.2 .93 617 .3 DBL CLR S 9 .0 66.2 .92 546.6 DBL CLR S 35.0 66.2 .94 2178.0 DBL CLR S 10.0 66.2 .77 509.7 DBL CLR S 10.0 66.2 .77 509.7 W 50.00 65 . 8 3290.0 DBL CLR W 5.0 79.7 .65 260.3 DBL CLR W 15.0 79.7 .97 1155.6 DBL CLR W 15.0 79.7 .91 1083.9 DBL CLR W 15. 0 79.7 .91 1083.9 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1,469.00 134 .00 1.644 8,817 .20 14,499.03 8,562.48 -------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1493.0 .9 1343.7 Ext Wood Frame 13 .0 1493.0 1.50 2239.5 Adj 173.0 .7 121 . 1 Adj Wood Frame 13.0 173.0 .60 103.8 DOORS---------------- Ext 21.0 6. 1 128. 1 Ext Wood 21.0 6. 10 128. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 868.0 .6 520.8 Under Attic 30.0 868.0 .60 520.8 FLOORS--------------- Slb 114 .0 -37 .0 -4218.0 Slab-on-Grade .0 114 .0 -41.20 -4696.8 Rsd 380.0 -4 .0 -1516.2 Rsd Wood Adjacent 11.0 380.0 .70 266.0 INFILTRATION--------- 1469.0 8 .0 11752 .0 Practice #2 1469.0 8.00 11752.0 TOTAL SUMMER SUMMER POINTS 22,675.65 18,921.00 ------------- TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 22,675.65 .37 8, 389.99 1 18,921.00 1 .00 1. 100 .340 1.000 7,076.45 ******************************************************************************* WINTER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- S 84 .00 -10.6 -890.4 DBL CLR S 10 .0 -28.4 .97 -275.5 DBL CLR S 10 .0 -28.4 .97 -275.5 DBL CLR S 9.0 -28.4 .96 -246.2 DBL CLR S 35.0 -28.4 .97 -967 .5 DBL CLR S 10.0 -28.4 .87 -247 . 1 DBL CLR S 10.0 -28.4 .87 -247 . 1 W 50.00 -10.6 -530.0 DBL CLR W 5.0 -9.2 .03 -1.3 DBL CLR W 15.0 -9.2 .90 -124 .2 DBL CLR W 15.0 -9.2 .74 -101.7 DBL CLR W 15.0 -9.2 .74 -101.7 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1,469.00 134 .00 1 .644 -1,420.40 -2,335.71 -2,587.67 ------------ NON GLASS------------ AREA x BWPM = POINTS I TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1493.0 2 .2 3284 .6 Ext Wood Frame 13.0 1493.0 3 .40 5076.2 Adj 173.0 3.6 622.8 Adj Wood Frame 13.0 173.0 3.30 570.9 DOORS---------------- Ext 21 .0 12 .3 258. 3 Ext Wood 21.0 12 .30 258.3 Adj 18. 8 11 .5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 868.0 1 .2 1041.6 Under Attic 30.0 868.0 1.20 1041.6 FLOORS--------------- Slb 114 .0 8.9 1014 .6 Slab-on-Grade .0 114 .0 18.80 2143.2 Rsd 380.0 1 .0 364 .8 Rsd Wood Adjacent 11.0 380.0 3.60 1368.0 INFILTRATION--------- 1469.0 7 .4 10870.6 Practice #2 1469.0 7 .40 10870.6 TOTAL WINTER POINTS 15, 337 .79 ( 18 957.33 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 15,337 .79 .55 8,435.79 1 18,957 .33 1 .00 1. 100 .500 .950 9,905.21 ******************************************************************************* WATER HEATING ******************************************************************************* BASE ___ ( __= AS-BUILT NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 40 .90 1 .000 3719.7 1.00 11, 159.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ __= AS-BUILT COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 8390.0 8435.8 11409.0 28,234 .78 7076.5 9905.2 11159.0 28, 140.66 ***************** * EPI = 99.67 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.7 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear ( -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 13.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 11.0 -----------X--------- I AIR CONDITIONER. . . . . . . . . . . . . 9.7 EER 16.0 EER. . . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0. 90 I ----X---------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: (pf��USo�� r S. _Signature: ' D -.� ��`�,r�to Date:City/Zip -)a 6ywxt(p 3ZL/ Florida Effergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME : 102 SL 2 ADDRESS : 1609 LINKSIDE DR CITY :ATANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1469 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49, Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 22013.45 STRUCTURE SENSIBLE 11796.92 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 15976.92 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1100.67 DUCT GAIN 1897 .69 TOTAL LOSS/BTUH 23114 . 12 TOTAL SENSIBLE 20874.61 TOTAL LATENT 13010.67 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4622 .82 20% SENS.OVRSZE FTR: 4174 .92 ACTUAL + 20% OVERSIZE: 27736.94 ISENS. + 20% OVERSIZE: 25049.53 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTALTONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 5.00 145.00 230.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 South Double Clr Drapes/Blinds 1 9.00 261.00 225.00 South Double Clr Drapes/Blinds 1 35.00 1015.00 875.00 South Double Clr Drapes/Blinds 1 10.00 290. 00 250.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 Infiltration : Winter Htm ( 33 .04 ) x 134 .00 4427 .36 Infiltration : Summer Htm ( 8.69 j x 134 .00 1164 .46 --------- --------- --------- Window Frame : Metal SUBTOTALS: 134 .00 8313. 359 5564 .46 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 13 1493.00 4777 .60 3284.60 Wood Stud - Adj . 13 173.00 553.60 259.50 --------- --------- --------- SUBTOTALS: 1666.00 5331.20 3544. 10 D0 0 R S---------------------------------------------------------------------- Solid Core/Wood - Ext. 0 21.00 598.50 266.70 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 33.04 ) x 39.80 1314 .99 Infiltration :Summer Htm( 8.69 j x 39.80 345.86 SUBTOTALS: 39.80 2330.85 691.52 CE I L I N G S---------------------------------------------------------------- Under Attic 30 868.00 1128.40 1388.80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 114 .00 Lin.Ft. 3693.60 000.00 Raised Wood - Adjacent 11 380.00 Sq.Ft. 1216.00 608.00 --------- --------- --------- SUBTOTALS: 114 .00 Lin.Ft. 4909.60 608.00 SUBTOTALS: 380.00 Sq.Ft. * TOTAL STRUCTURE SENSIBLE ------------------------------------------------------------------------------- 22013.45 18976.92 ------------------------------------------------------------------------------- CITY OF ATLANTIC TEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OFERVICE -SINK TRAP STAND WATER CLOSET, LAVATORY i BATA (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) ,URINAL WALL LIP (4) �HOWZR GROUP PER HEAD (3) . FLOOR DRAIN (1) SHOWER STALL 6WESTIC (2) LAUNDRY TRAY (2) ,_LAVATORY (1) _COMBINATION SINK AND TRAY (3) ^WASHING MACHINE (3) POT. SCULLERY SINK (4) _DISHWASHER (2) .,,.WASH SINK EACH SET OF FAUCETS (2) j/KITCHEN SINK (2) _DENTAL LAVATORY (1) _KITCHEN SINK WITH WASTE _DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET ($) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) _URINAL, PEDESTAL, SYPHON JET ��„DRINKING FOUNTAIN (1/2) BLOWOUT (2) ,LAVATORY. DARDER/BEAUTY _ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) _LAVATORY, SURGEONS (2) ,JACUZZI (2) _,y,,,--- URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS / 0 $20.00 EACH = 0 Q JOB �-- RI NAN CIA%.PRINTING CJ>vtlkVJy D J 110tice of Commencement (►REPAR[ IN CUPLICAT[) i To whom it may concern: i The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT, 1 - Description of property ___ i 1_Qs ___S_a_1kS d� ; __a _ 5�9.__..L 1!1k ► --`--- --------------•--------------- According to plat thereof recorded in plat book 441 pages ------------------------p------------------------------------------- - -- ----------------- i of the currentublic records of Duval County, Florida General description of improvements __________________________,.______---________________________----_----- a Construction of Single Family Residence with Garage on concrete slab ---------------------------------------------------------------------------------------------------------- Centex Real Estate Corporation Owner ---------------------------------------------------------------------------------------------------- 6.620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------- s Fee Simple Owner's interest in site of the improvement _______________________________________________________________• Fee Simple Title holder (if other than owner) -------------------------------------------------------------. Name f nAddress --------------------------------------------------------•----------------------------------------- 3 some as owner Contractor ------------------------------------------------------------------------------------------------. 1 Address -------------------------------------------------------------------------------------------------- Surety (if any) ------------------------------------------------------------------------------------------- . i Addi•ess -----------------------------------------------------------------Amount of bond $-------------- 1 1 Name and address of any person making a loan for the construction of the improvements. I Name ----------------------------------------------------------------------------------------------------- Address --------------------------------------------------------••---------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Metropolitan Title & Guaranty Co. Name ----------------------------------------------------------------------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville , Florida 32216 Address ------------------------------------------------------------------------------------------------ In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2) [b], Florida Statutes. (Fill in at Owner's option), Name ----------------------------------------- ---------------------------------------------------------- Address ------------------------------------------------------------------------------------------------- THIS SPACE FOR RECORDER'S USE ONLY i - - - - - _ - - - - - - - - - - - - - - - - - - Albert Lloyd OWNER Sworn to and subscribed before me this day of _1 9qc; by Albert Lloyd zaulki�,• who is personally known to me. Notary Public - State of Florida 'ti"'" CAROL HART FLOW MY COMMISSION/CC403222 EXPIRES August 25,IM A„S4 WWP)THRU TROT FAVI INSURANCE.INC.