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Permit 1625 Beach (vault) PERnNIT WORKS~IEET Job Address: Property Owner: Contractor: Permit #: Building Inspections: ~~-Soli' ,~~rs~~ ~onrrnc~~' ,~0 9 - Div 9 Certificate of Occupancy- y rE A 0' b3 - a5~o Footing Slab. ~~• pS~i Tie Beam Lintel Nailing /Sheathing Framing /Cover Up Insulation Final Building Date Issued: ~ ~. ~. 6 3 ~ .y o /.03 ® /• 8.0 .2 .0 a s ~s;A 2.l .o 03' Tree Permit # ~ YES NO ~~~, ~xttr~or + ~'Tr"'P~~''9 lD.a~. o~ Electrical Permit # Date /Copy to d~ ~/ ~~" l JEA Temp, Pole Permit # /~ 'SSu~d Date /Copy to o lG • ~z~l~o 3.10. ~ 1 JEA 3. /d•0(p Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA ' Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit # Inspections: Rough .Final Plumbing Permit # - Inspections: Rough / Underslab . 2 ~ • 0 Water /Sewer Drainage Inspection: Pool Permit # Inspections: Steel Grounding Roofing Permit # Inspections: Nailing /Sheathing Fire Inspection: Failed Inspections: Type Work: Phone # ~~ J Phone # Topout Final Final Final Final Date Paid: Date Paid: i 6 TIE B {~~,rs~y Co~reA pro ~ coq - a~a9 JOB ADDRESS , ~~.t~--~ I~~-~ ~'~ ~~ ~ TYPE WORK ~V~ ~.~-'~ I ~1~`J ~ ~-~~ ~ L PROPERTY OWNER J~trC~,~c~.t''~ ~~~ ~ ~~~'~'~ TELEPHONE ~.~ ~~ ~:~ ~ I CONTRACTOR ~-'~~~ TELEPHONE PERMIT N M ER ~'"" ~~ ~ ~ '~ ~ ~ DATE ISSUED 2 ~° ~ INSPECTIONS: FOOTING ~- ~' ~ 3 yi;~llJ`~Io~ ~~~Y~oT ~ySon PERMIT WORKSHEET - 10- LINTEL NAILINGISHEA,.,~IG r~ . D S FRAMINGICOVER UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY TREE PERMIT ISSUED? PERMIT NUMBER ELECTRICAL PERMIT NUMBER ~ ~S ~ ~ DATE COPY SENT TO JEA TEMPORARY POLE PERMIT NUMBER ~ ~ ~ 3a`f(~ o~ DATE COPY SENT TO JEA 3•/a ~ D Cy TEMPORARY POWER LETTER RECEIVED? YES NO INSPECTIONS: ROUGH ELECTRIC ~ ` ~~' ~' ~ RELEASED TO JEA TEMP. POWER ~--- RELEASED TO JEA TEMP. POLE (~ - 2 (QY D RELEASED TO JEA FINAL MECHANICAL PERMIT NUMBER INSPECTIONS: ROUGH FINAL PLUMBING PERMIT NUMBER ®~ ~ a ~C~ ~ 1 INSPECTIONS: ROUGHIUNDERSLAB ~' 2_ 22" tY~ WATERISEWER DRAINAGE INSPECTION POOL PERMIT NUMBER INSPECTIONS: STEEL ROOFING PERMIT NUMBER INSPECTIONS: NAILINGISHEATHING FAILED INSPECTIONS: TOPOUT FINAL FINAL FINAL. _ DATE PD. DATE PD. a ` r , ~sAA PHUPER7Y AND CASUALTY INSURANCE U~ Jamey Prescott STAFF ADJUSTER 10991-55 San Jose Boulevard Suite 151 Jacksonville, FL 32223 (904) 262-9216 ~ f~~ IMPpRTANT M~Sar"iAGE FOR / ~ - OF_____ yn--- c ~ ' ~--- ~Y~'~ '-- l- I PHONED PHONE ~ ~ R TURNED E~ of --__ MESSAGE °s ~ ~~ eER ,,rr^~;I f~xT rvsioN ~ YOUR CALL ~ ,~ V PLEASE CALL ~~ ~~ -- ~ UVI! L CAE:k AGAIN -- _-- cAN~E ;o ~ EEE YOU ~~ ..SIGNED ~ --`J~I1~" TO _ OU ' • TOPS -_:__ FO IVI 4006 FO ~ '~ DATE" ~ ~ M. ~n< A TIM : `v ~1 M ~ r° `C /!r OF_ ~HONEC7 ,,~ ,~ ~ ~ PHONE - RETURNED _ C U N M ~ EXT~I YOUR CALL "-`-- IVIESSAGE PLEASE CALL ~j WILL~.ALL- _ AGA{N ~;AME TO _ SEt YOU V~'ANT5 TO NED -~ SEE YOU TOPS FORM 4006 City of Atlantic Beach Building Department Certificate of Conditional Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: March 14, 2007 Owner: Jim Stranahan Address: 1625 Beach Ave., Atlantic Beach, Fl 32233 Construction Type: Wood Frame Use Classification: Remodel Single Family Residence Permit Number: 03-25501 On or before April 15th 2007 Mr. Stranahan is to request a Certificate of Occupancy inspection to reconcile the outstanding Building Dept. items. Guard rails on stairs, and stabilize all raw SUPPORT REPORT- JOB DESCRIPTION: 87588 WIND CODE: CURRE NT SBCCI WIND MPH: 110 BLDG TYPE: CLOSED -- TRUSS -------- TRUSS --------- SUPPORT -------- SUPPORT - BEARING BEARING REACT• REACT- MAX WIND DESC SPAN-ft SIZE-in• TYPE XLOC-ft• YLOC-ft- MAX-+# MAX•-# UPLFT--# ---------- C34 -------- 10.833 --------- 3.500 -------- WALL -- 0.000 20.333 523 -357 C34 10.833 3.500 WALL -- 10.542 --------- 20.333 --------- 523 ---------------- -357 ---------- ---------- C35 -------- 10.833 --------- 3.500 ------ WALL 0.000 20.333 1085 -760 C35 ---------- 10.833 -------- 3.500 --------- WALL -------- 10.542 --------- 20.333 --------- 1085 ---------------- -760 ---------- crrY of ~~~~~~~ ~E~C~ _ ~~~3~~~ LICENSE NllMBER TYPE LICENSE: ADU) RTIS 7 N~ A.CFTdCY , ~'I FM OP ~ry~RF' . LICENSE YEAR 1 .a ~ q ~ .1 ~ G ~' n z '+ c ~;!jil ~ '~' y ro __. ,,, LG~'.5 CBAC.H AVE1~3lJE ri i i l 1n:, D ~, ~ BUSINESS LOCATION ~a ,~ ? ! I ~ ~''~ ~ o D ~.. . r 9 o r_ ~; ~ ~ ' ,, ~' ~' , ~i i? m ~ n FIRM NAME: ~ I ~ ~ ~ U LICENSE FEE - y m m - ~*!~B ~t ~7t~} r} DUE AND PAYABLE ON OR m m ~ OWNER/MGR: l~~.J// BEFORE OCT. 1 353 -6 ATLANTT.C BLVD . SLIITB 2 2 5 ON OCT 2ND -DELINQUENT ? ~ , ~;) "' ADDRESS: ATLANTIC BEACH FL ? ? ? ~ ~ PENALTY 10% - QGTOBE~ , i;; ~,r; _ PENALTY f 5% ~:f31DYEMBER ~ . , ; : ~. , , ' PENALTY 20% ~ R ~" ~.~ ~,. ~ ~ -{... x 1. ,~J/ R r,; ~' r~ri ' PENALTY 25% = ~AN~IA MAKE CHECKS PAYABLE T0: CITY OF ATLANTIC BEACH .~ i ~ r3 1 ~ Q /2 1 Q i Q ~ 1 Q s~/~L ~ S7" ~ r~/ i ~ ~ ~ q 1 ~, ~ 1 ~~~ ~ 9. 1 ~ 8 f W ~ 1 ~ 1 ~ 'V „N r; ::` O ~ .+~ ~ ,Q i:'.,L:I7uGC. fii~.t~ Ep ~ RE<~ti't'~R~ ~~'i~> j' ~ Yc~rnc.tr ~~~ ~ ,.,,, 5.5 1 1 1 i Z ~. t 1 ~ t `~ io 0 i V ~~~~ O N 0 -~ z 0 ~n t 18'7"12 12'8"4 F20-F25 ® 16" OC ~' ~ 4'6" ~ 4'll" u~ N co m in I~ i co N ~ ° N - ~ _, _ ~ m -O X >N m ` JOB : 87588 STRANAHAN m o cN LOC: 1625 BEACH AVE .~ °'~ PLAN: STRANAHAN RESID °.~ ,~~ DESIGNER: RICHARD TINGLEY ~-~ ~m 0 HANGERS ON JOB ARE AS FOLLOWS ~a UNLESS NOTED OTHERWISE ~ ~~ `" /~ \ W L N o L~ FLOOR JOIST MIT316 -f-- O o L SKEWED FLOOR JOIST LSSUI35 SKEWED 2-PLY BEAM LSSU41O •- }, o¢ U m ALL SKEWED HANGERS MUST BE ATTACHED °}'~ H BEFORE TRUSSES ARE SET '- Z} wo ~~ ~~ " " s } BM-7 4-1.75 X 16 LVL 19' Bf1-8 2-1.75" X 16" LVL 12' ~ ° BM-9 2-1.75" X 16" LVL 8' O ~ (~ ~ W ~ O -- - -------- SUPPORT REPORT JOB -- DESCRIPTIO ---------- N: 8758A ------- --------- -------- ' WIND CODE: CURRE NT SBCCI WIND MPH: 110 BLDG TYPE: CLOSED TRU SS TRUSS SUPPORT - SUPPOR ---------- T BEARING ---------- BEARING ------- REACT• ------ -- REACT• --------- MAX WIND DE --- SC SPAN-ft SIZE-in• TYPE XLOC-ft. YLOC-ft• MAX•+# MAX• UPLFT.-# -- A8 ----- -------- 19.833 --------- 7.625 ------- ---- WALL -----~---- ---------- 0 OOD ----~----- ---------- 8 125 ------- ------- 943 - C2~ H 3 --- =________ 531 ~l8 19.833 3.000 HUS26 19.583 8.125 828 -375 A9 19.833 7.625 WALL 0.000 8.125 943 ~2-~~'~~" -528 A9 ----- ----- 19.833 ---- 3.000 HUS26 19.583 8.125 828 -404 A10 ---- 19.833 --------- 7.625 ------- WALL ---------- 0.000 ---------- 8.125 ------- 1693 --------- ~ Z~-}.3 --------- -817 A1D ----- ---- 19.833 3.000 HUS26 19.583 8.125 174D -792 B11 - -------- 3.OOD --------- 7.625 ------- WALL ---------- 0.000 ---------- 8.125 ------- 264 --------- ~a3 --------- -180 B11 ----- ----- 3.000 ------- 3.ODO HUS26 2.750 8.125 92 -180 812 ----- ----- - 3.OOD -------- --------- 36.OOD --------- ------- WALL -- ---------- 0.000 ---------- 8.125 ------- 240 --------- 1-I~j --------- -18D EJ13 7.000 7.625 ----- WALL ---------- D•DOD ---------- 8.125 ------- 413 --------- N 3 --------- -227 EJ13 7•DOD 1.5DD NAILED 7•D00 8.125 111 -180 EJ13 ----- ----- 7.D00 ---- 1.500 NAILED 7.000 12.646 169 -203 HJ14 D45 ---- 9.899 ---------- 10.784 ------ WALL ---------- 0.000 ---------- 8.125 ------- 510 --------- LZ~ H3 --------- -612 HJ14 D45 9.899 1.5D^ NAILED 9.899 8.125 393 -276 HJ14 ----- D45 ----- 9.899 ---- 1.500 NAILED 9.899 12.641 237 -382 CJ15 2L ---- 5.037 ---------- 7.625 ------ WALL ---------- 0•D00 ---------- 8.125 ------- 336 --------- ~~ 3 --------- -197 CJ15 2L 5.037 1.50D NAILED 5.037 8.125 77 -180 CJ15 ----- 2L ----- 5.037 ------- 1.500 NAILED 5.037 11.664 114 -180 CJ16 2R -- 3.037 --------- 7.625 ------ WALL ---------- 0•DDD ---------- 8.125 ------- 265 --------- !~'j --------- -18D CJ16 2R 3.03? 1.500 NAILED 3.037 8.125 43 -180 CJ16 ------ 2R ---- 3.037 --- 1•SDO NAILED 3.037 1D•664 51 -180 CJ17 2R ------ 1•D37 --------- 7.625 ------ WALL ---------- ^•OD^ ---------- 8.125 ------- 246 --------- 113 --------- -189 CJ17 2R 1.037 1.500 NAILED 1.037 8.125 20 -180 CJ17 ------ 2R ---- 1.D37 ------ 1.500 NAILED 1.037 9.664 ?2 -180 CJ18 1R --- 2.870 --------- 3.ODO ------- HUS26 --------- 0.000 ---------- 8.125 ------- 121 --------- --------- -180 CJ18 1R 2.87D 1.5D0 NAILED 2.870 8.125 63 -18D CJ18 1R 2.870 1.50D NAILED 2.87D 11.664 58 v -180 ------------------------------------------------------ ------- - ~ .~ ~-61----------- W ~NZ f" ~ c~ o }~~~ ~ l~ O .~ x " ~ ~ ~ C ~ a ~ l4 Y O ~ V ~ W Q ~ U N LL r ~^~ ~;t;;v ~., ~; tUli1 FL CERT. N0.49a15 SUPPORT ^ REPORT JOB DESCRIPTION: d?588 WIND CODE: CURRE NT SBCCT WIND MPH: 11D BLDG TYPE: CL OSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT• REACT• MAX WIND DESC SPAN-ft SIZE-in• TYPE XLOC-ft• YLOC-ft. MAX•+~ MAX•-# UPLFT•-# C34 1D 833 r 3 500 WALL 0 OOD 20.333 - 523 ~ '~ -357 C34 10.833 3.500 WALL 10.542 20.333 523 t-43 -357 C35 10.833 3.5DD WALL D•DOD 2D•333 1085 MTS -760 C35 --------- 1D•833 --------- 3.5DD --------- WALL -------- 1D•542 --------- 20.333 --------- 1085 -------- MTS ---------- -76D -------- v N~M~ W~No ~~~~ ~o W o '> ~ ~ c~ ~ ~ ~a ~ ~z O ~ V N ~ ~- LUAM J. ~ 1~, fl ~vOY ~ 0 ~U1 fl CERY. ~O.48a25 --------- SUPPORT --------- REPORT --------- -------------------------- JOB DESCRIPTION: 8758D -------- ---------- -------- WIND CODE: CURRENT SBCCI WIND MPH: 110 BLDG TYPE: CL OSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT• REACT• MAX WIND DESC SPAN-ft SIZE-in- TYPE XLOC-ft• YLOC-ft• MAX•+# MAX•-# U PLFT•-# ---- ~.46 --------- 31.333 --------- 5.500 - ------- WALL --------- 0.000 --------- 30.333 -------- 1384 ---------- LZ~~~~ -------- -1012 D46 --------- 31.333 --------- 5.50D --------- WALL -------- 30.875 --------- 30.333 --------- 1384 -------- `2~}.~g ---------- -1012 -------- D47 19.333 5.500 WALL 0.OOD 30.333 802 -598 D47 ---------- 19.333 - 5.50D WALL 18.875 30.333 890 -647 D48 ------- 31.333 --------- 5.500 -------- WALL --------- 0.000 --------- 30.333 -------- 1384 ---------- (z}1~ -------- -1012 D48 ---------- 31.333 -------- 5.500 --------- WALL -------- 30.875 --------- 3D-333 --------- 1384 -------- LZ~H g ---------- -1012 -------- D49 31.333 5.50D WALL 0.000 30.333 1384 (2)H ~ -1012 D49 ---------- 31.333 -------- 5.500 --------- WALL -------- 30.875 ---------- 30.333 -------- 1384 -------- ~Z~~ ~ - ---- _1012--- D50 31.333 5.500 WALL 0.000 3D•333 1384 LZ-~-i~ -1012 -DSD------ 31_333-- --5_500-- --WALL-- --30-875-- -30_333- --1384-- ----~2~ N ~- _1012--- D51 31.333 5.500 WALL 0.ODO 30.333 1384 ~Z~F-l~ -1012 D51 ---------- 31.333 -------- 5.500 --------- WALL -------- 30.875 ---------- 30.333 -------- 1384 -------- (~~N g ----- ---- -1012 -------- D52 31.333 5.5D0 WALL 0.000 30.333 1384 ~2-~~~ -1012 D52 ---------- 31.333 -------- 5.500 --------- WALL -------- 30.875 ---------- 30.333 -------- 1384 -------- (Z~NL ---------- -1012 -------- D53 2-PL 31.333 5.500 WALL 0.000 30.333 2720 D53 2-PL 31.333 5.500 WALL 30.875 30.333 2720 CZ~~ITSIb 2099 ---------- E54 -------- 5.667 --------- 7.625 -------- WALL ---------- 0.000 -------- 36.500 -------- 318 ---------- ('~~ -------- -298 E54 ---------- 5.667 -------- 7.625 --------- WALL -------- 5.031 ---------- 36.500 -------- 318 -------- ~j ---------- -298 -------- G55 7.OOD 5.500 WALL 0.000 27.833 381 -321 G55 ---------- 7.000 ---- 5.500 WALL 6.542 27.833 381 -321 EJ56 ---- 7.OOD --------- 5.500 -------- WALL ---------- 0•DOD -------- 30.333 -------- 385 ---------- -------- -297 EJ56 7.000 1.500 NAILED 7.OOD 30.333 105 -180 EJ56 ---- 7.000 1.500 NAILED 7.000 33.854 167 -242 ------ EJ57 -------- 2.000 --------- 7.625 -------- WALL ---------- 0.000 -------- 36.500 -------- 204 ---------- ~-~3 -------- -239 EJ57 2.000 1.500 NAILED 2.000 36.500 20 -180 EJ57 2.000 1.500 NAILED 2.000 37.521 16 -180 U ----- -------- -------- -----~--rfa. ----- -- EJ58 2.208 5.500 WALL 0.000 27.833 208 ~ ~ N o -2~~b EJ58 2.208 1.500 NAILED 2.208 27.833 24 W v~ N ~ -1.8Ci EJ58 2.2D8 1.500 NAILED 2.208 28.958 22 ~ ~d ~ ~ --y80 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - ~~ 4G ~- ~ ~ i - -. Q HJ58 D45 9.899 4.950 WALL 0.000 30.333 374 ~ a~~ o -704 `~ HJ58 D45 9.899 7.778 WALL 8.014 30.333 384 ~ ''c~ =180 ~' HJ58 D45 9.899 1.500 NAILED 9.899 30.333 96 c ~LL --369.- ~ ~ HJ58 D45 9.899 1.500 NAILED 9.899 33.849 216 = v~'~° ~~ -502 ~ ~ ~ ---------- ------------------------------------------- ---------- o-~.,~ _ ~ ----~- 4 H~159 D45 3.123 7.778 WALL 0.000 27.833 137 N LL -298 HJ59 D45 3.123 1.500 NAILED 3.123 27.833 13 '- -180 HJ59 D45 = 3.123 1.50D NAILED 3.123 28.953 8 -180 - -------- HJ60 D45 -------- 2.828 ---------- 10.783 ------- WALL ---------- 0.OOD -------- 36.50D -------- 128 ---------- ~-~3 -------- -305 HJ60 D45 2.828 1.500 NAILED 2.828 36.500 12 -180 HJ60 D45 ---------- 2.828 -------- 1.500 ---------- NAILED ------- 2.828 ---------- 37.515 -------- -------- -0 ---------- -180 -------- CJ60 1R 5.037 3.500 WALL 0.000 30.333 306 -255 C.J60 1R 5.037 1.5D0 NAILED 5.037 30.333 72 -180 ,CJ60 ------ ~R ---- 5.037 -------- 1.500 -- NAILED 5.037 32.873 113 -18D CJ61 1R 3.037 ------ 3.500 ---------- WALL --------- 0.ODO --------- 30.333 --------- 233 ---------------- H 3 -224 CJ61 1R 3.037 1.5D0 NAILED 3•D37 30.333 38 -180 CJ61 ------ 1R ---- 3.037 -------- 1.50D ------ NAILED 3.037 31.8.72 53 -180 CJ62 7R 1•D37 --- 3.5D0 --------- WALL --------- 0.ODO --------- 3Q•333 --------- 214 ---------------- -290 CJ62 7R 1.037 1.500 NAILED 1.037 3D•333 25 -180 CJ62 ------ 7R ---- 1•D37 -------- 1.5DD --------- NAILED --------- 1.037 --------- 30.872 --------- 175 --------- ;, -18D ---------------- I-1 T5l(~ . Si -~Psor.- l~TS t to w ~~~ (t7~1 x ~, S„ LEGEND: H8 =Simpson H8 w/ (5) 10dx1.5" nails each end MTS =Simpson MTS1 ~ w/ (7) 10dx1.5" nails each end LGT2 =Simpson LGT2 w/ (i~) 15d nails each end MGT =Simpson MGT w/ (22) 1 rJd nails to truss and (1) 1/2" dia. thru-Dolt to foundation USE: (1) H8 Unless Noted Otherwise (U.N.O.) t~l~~LS ~~ ~~~~ U ~, m a~YMm ~ N Z f"' .0 M C >"m~~ ~ N Ci c N = S ~ C ~ ~ Y ~ ~ U ~- w N ~ LL ~- WILUAM,1. t'~f1V 3 U ~'U~li F! CERT. N0.49025 TRUSS UPLIFT AND SUPPORT SCHEDULE Froiect: Stranahan Renova tions Number: 8758 Minimum Maximum Maximum Number of Truss Truss Support Support Brg. Brg. D+L+Lr .6D+W Hurricane Studs Under Mark Span (ft) Size (in) Type XLoc (ft) Yloc (ft) Reaction (Ib) Reaction (Ib) Connector Truss Brg. A8 19.542 7.625 WALL 0 8 1193 -613 (2) H3 A8 19.542 3 HUS26 19.292 8 1068 -573 A9 19.542 7.625 WALL 0 8 1193 -604 (2) H3 A9 19.542 3 HUS26 19.292 8 1068 -567 A10 19.542 7.625 WALL 0 8 2189 -1329 META14 A10 19.542 3 HUS26 19.292 8 2302 -1358 A11 2.875 7.625 WALL 0 8 302 -180 H3 A11 2.875 3 HUS26 2.625 8 127 -180 A12 2.875 34.5 WALL 0 8 428 -289 H3 EJ13 7 7.625 WALL 0 8 511 -204 H3 EJ13 7 1.5 NAILED 7 8 158 -180 EJ13 7 1.5 NAILED 7 12.523 212 -247 EJ14 7 7.625 WALL 0 8 511 -258 H3 EJ14 7 1.5 NAILED 7 8 286 -237 EJ14 7 1.5 NAILED 7 11.46 85 -180 EJ15 7 7.625 WALL 0 8 511 -296 H~ ~ ~ ~ C o P Y EJ15 7 1.5 NAILED 7 8 206 -180 r EJ15 7 1.5 NAILED 7 10.46 165 -180 HJ16 9.899 10.783 WALL 0 8 583 -427 H3 HJ16 9.899 1.5 NAILED 9.899 8 488 -212 HJ16 9.899 1.5 NAILED 9.899 12.517 352 -349 CJ17 5.037 7.625 WALL 0 8 408 -180 H8 CJ17 5.037 1.5 NAILED 5.037 8 85 -180 CJ17 5.037 1.5 NAILED 5.037 11.541 173 -243 CJ18 CJ18 3.037 3.037 7.625 1.5 WALL NAILED 0 3.037 8 8 309 49 -180 -180 H8 ~~~ CJ18 3.037 1.5 NAILED 3.037 10.541 88 -180 CJ19 1.037 7.625 WALL 0 8 255 -180 H8 CJ19 1.037 1.5 NAILED 1.037 8 26 -180 CJ19 1.037 1.5 NAILED 1.037 9.541 51 -180 631 10.833 3.5 WALL 0 9.094 708 -552 _ X18. 631 10.833 3.5 WALL 10.542 9.094 708 -552 Hc3 B32 10.833 3.5 WALL 0 9.094 708 -564 H8 1 1 E SYS S x.---- 9556 Hist. ~ Rd. S. ~.mara G. baker, PE # 2 ' ~ FTL £ert. No. 60000 Jacks ille, FL 3225 ~ ~/4/2ooa 113 FL Ce f Authorization No.~J For uplift connector/studs only 0 TRUSS UPLIFT AND SUPPORT SCHEDULE Project: Stranahan Renovations Number: 8758 Maximum Maximum Truss Truss Support Support Brg. Brg. D+L+Lr .6D+W Hurricane Mark Span (ft) Size (in) Type XLoc (ft) Yloc (ft) Reaction (Ib) Reaction (Ib) Connector inimum Number of Studs Under Truss Brg. B32 10.833 3.5 WALL 10.542 9.904 708 -564 H8 C46 31.333 5.5 WALL 0 9.094 1392 -1534 (2) MTS * C46 31.333 5.5 WALL 30.875 9.094 1392 -1534 (2) MTS C47 31.333 149.5 WALL 0 9.094 4886 -5422 CS20 * C47 31.333 5.5 WALL 30.875 9.094 638 -720 H8 * C48 19.333 5.5 WALL 0 9.094 796 -907 (2) H8 * C48 19.333 5.5 WALL 18.875 9.094 904 -961 (2) H8 * C49 19.333 232 WALL 0 9.094 3826 -4244 CS20 * C50 31.333 5.5 WALL 0 9.094 1392 -1532 (2) MTS * C50 31.333 5.5 WALL 30.875 9.094 1392 -1532 (2) MTS C51 31.333 5.5 WALL 0 9.094 1392 -2088 (2) HTS * C51 31.333 5.5 WALL 30.875 9.094 1392 -2088 (2) HTS C52 31.333 5.5 WALL 0 9.094 1392 -1529 (2) MTS * C52 31.333 5.5 WALL 30.875 9.094 1392 -1529 (2} MTS * C53 31.333 5.5 WALL 0 9.094 1392 -1526 (2) MTS * C53 31.333 5.5 WALL 30.875 9.094 1392 -1526 (2) MTS * C54 31.333 5.5 WALL 0 9.094 1392 -1521 (2) MTS * C54 31.333 5.5 WALL 30.875 9.094 1392 -1521 (2) MTS * C55 31.333 5.5 WALL 0 9.094 2719 -2930 (2) HTS 2 C55 31.333 5.5 WALL 30.875 9.094 2719 -2930 (2) HTS 2 D56 7 5.5 WALL 0 9.094 389 -466 H8 * D56 7 5.5 WALL 6.542 9.094 389 -466 H8 * E57 5.667 7.625 WALL 0 15.83 325 -427 H3 E57 5.667 7.625 WALL 5.031 15.83 325 -427 H3 EJ58 7 5.5 WALL 0 9.094 393 -339 H8 * EJ58 7 1.5 NAILED 7 9.094 104 -180 EJ58 7 1.5 NAILED 7 12.615 170 -373 EJ58alt 7 3.5 WALL 0 9.094 354 -324 H8 * EJ58alt 7 5.5 WALL 5.667 9.094 237 -180 H8 * EJ58alt 7 1.5 NAILED 7 9.094 63 -180 EJ58alt 7 1.5 NAILED 7 12.615 168 -371 HJ59 9.899 4.95 WALL 0 9.094 382 -548 H8 * WI TIE SYST S 9556 His . ~ d. S. Tamara G $ake~, PE # FL pert. i a1. 53000 Jack ville, FL 32257 - i ~/ai2ooa 2/3 F . of Authorization No.~ Foy uplift conriecta/studs only TRUSS UPLIFT AND SUPPORT SCHEDULE Project: Stranahan Renovations Number: 8758 Minimum Maximum Maximum Number of Truss Truss Support Support Brg. Brg. D+L+Lr .6D+W Hurricane Studs Under Mark Span (ft) Size (in) Type XLoc (ft) Yloc (ft) Reaction (Ib) Reaction (Ib) Connector Truss Brg. HJ59 9.899 7.778 WALL 8.014 9.094 383 -180 H8 HJ59 9.899 1.5 NAILED 9.899 9.094 95 -311 HJ59 9.899 1.5 NAILED 9.899 12.61 216 -398 CJ60 5.037 3.5 WALL 0 9.094 316 -281 H8 CJ60 5.037 1.5 NAILED 5.037 9.094 71 -180 CJ60 5.037 1.5 NAILED 5.037 11.633 114 -259 CJ61 3.037 3.5 WALL 0 9.094 244 -232 H8 CJ61 3.037 1.5 NAILED 3.037 9.094 37 -180 CJ61 3.037 1.5 NAILED 3.037 10.633 60 -180 CJ62 1.037 3.5 WALL 0 9.094 237 -273 H8 CJ62 1.037 1.5 NAILED 1.037 9.094 17 -180 CJ62 1.037 1.5 NAILED 1.037 9.633 127 -180 EJ63 2 7.625 WALL 0 15.83 218 -233 H8 EJ63 2 1.5 NAILED 2 15.83 19 -180 EJ63 2 1.5 NAILED 2 71 -180 HJ64 2.828 10.783 WALL 0 15.83 138 -218 H8 " HJ64 2.828 1.5 NAILED 2.828 15.83 14 -180 HJ64 2.828 1.5 NAILED 2.828 2 -180 EJ65 2.208 5.5 WALL 0 9.094 221 -218 H8 EJ65 2.208 1.5 NAILED 2.208 9.094 23 -180 EJ65 2.208 1.5 NAILED 2.208 10.219 64 -180 HJ66 3.123 7.778 WALL 0 9.094 147 -215 H8 HJ66 3.123 1.5 NAILED 3.123 9.094 14 -180 HJ66 3.123 1.5 NAILED 3.123 10.214 4 -180 LEGEND: * Indicates bearing wall below with studs spaced at 16" o.c. Hurricane clips and twist straps: H3 =Simpson H3 w/ (4) 8d nails each end -Capacity = 455 Ib H8 =Simpson H8 w/ (5) 10dx1.5" nails each end -Capacity = 745 Ib META14 =Simpson META14 w/ (9) 10dX1.5" nails into truss -Capacity = 1450 Ib CS20 =Simpson CS20 Straps @ 16" o.c. w/ (7) 10dx1.5" nails each end MTS =Simpson MTS12 w/ (7) 10dx1.5" nails each end -Capacity = 1000 Ib HTS =Simpson HTS20 w/ (24) 10d nails each end -Capacity = 1450 Ib OR USE MSTA24 =Simpson MSTA24 w/ (9) 10d nails each end -Capacity = 1640 Ib :_ WI TIE SYST '~~ 9556 His . i d. S. Tamara ~;: Ba~Cer, PE 2 F~ ~brt."No. 60000 Jac nville, FL 322 11/4/2004 3/3 F rt. of Authorization No. For uplift connector/studs only SUPPORT REPORT JOB DESCRIPTION: B758A WIND ------ CODE: CURRE ------------ NT SBCCI --------- WIND -------- MPH: 110 --------- BLDG --------- TYPE: CLOSED ---------------- ---------- ------ TRUS --- S --------- TRUSS --------- SUPPORT -------- SUPPORT --------- BEARING --------- BEARING ---------------- REACT• REACT• ---------- MAX WIND DES ------ C ---- SPAN-ft -------- SIZE-in. --------- TYPE -------- XLOC-f t- --------- YLOC-ft. --------- MAX•+# MAX•-# ---------------- UPLFT--# ---------- ------ A8 ---- -------- 19.833 --------- 7.625 -------- WALL --------- D•DDD --------- B•125 ---------------- 943 ---------- -531 A8 19.833 3.000 - ---- HUS26 -------- 19.583 --------- 8.125 --------- 828 ---------------- -375 ---- - ------ A9 ---- -------- 19.833 --- - 7.625 WALL 0.000 8.125 943 - ---- -528 A9 19.833 3.000 - HUS26 -------- 19.583 --------- 8.125 --------- 828 ---------------- -404 -------- - ------ A1D ---- -------- 19.833 - ------- 7.625 WALL 0.000 8.125 1693 - -817 A1D 19.833 3.000 - HUS26 -------- 19.583 --------- 8.1,25 --------- 1740 ---------------- -792 -------- - ------ B11 ---- -------- 3.000 ------- - 7.625 WALL D•D00 8.125 264 - -180 811 3.000 3.000 ---- HUS26 -------- 2.750 --------- 8.125 --------- 92 ---------------- -180 ---------- ------ B12 ---- -------- 3•DOp ----- 36.000 - ---- WALL -------- D•DDD --------- 8.125 --------- 240 ---------------- -180 ---------- ------ EJ13 ---- -------- 7.00^ --- - 7.625 WALL D•D00 8.125 413 -227 EJ13 7.000 1.500 NAILED 7.000 8.125 111 -180 EJ13 ?•ODO 1.500 ------ - NAILED -------- 7.000 --------- 12.646 --------- 169 ---------------- -203 ---------- ------ HJ14 ---- 045 -------- 9.899 - - 10.784 WALL 0.000 8.125 510 -612 HJ14 D45 9.899 1.500 NAILED 9.899 8.125 393 -276 HJ14 D45 9.899 1.500 ------ - NAILED -------- 9.899 --------- 12.641 --------- 237 ---------------- -382 ---------- ------ CJ15 --- 2L --------- 5.037 - - 7.625 WALL 0.000 8.125 336 -197 CJ15 2L 5.037 1.500 NAILED 5.037 8.125 77 -180 CJ15 2L 5.037 1.500 - -- NAILED -------- 5.037 --------- 11.664 --------- 114 ---------------- -180 ---------- ------ CJ16 --- 2R --------- 3.037 - ----- 7.625 WALL D•DDD 8.125 205 -180 CJ16 2R 3.03? 1.500 NAILED 3.037 8.125 43 -180 CJ16 2R 3.037 1.500 -- NAILED -------- 3.037 --------- 10.664 --------- 51 ---------------- -180 ---------- ------ CJ17 --- 2R --------- 1.037 ------- 7.625 WALL D•D00 8.125 246 -189 CJ17 2R 1-D37 1.500 NAILED 1.037 8.125 20 -180 CJ17 2R 1-D37 1.5D^ NAILED ------ 1.037 --------- 9.664 --------- 72 ---------------- -180 ---------- ------ CJ18 --- 1R --------- 2.870 --------- 3.000 -- HUS26 D•ODD 8.125 121 -180 CJ18 1R 2.870 1.500 NAILED 2.870 8.125 63 -180 CJ18 ------ 1R --- 2.870 --------- 1.500 --------- NAILED -------- 2.870 --------- 11.664 --------- 58 ---------------- -180 ---------- ~~.. ~ 'Web Di on Fasteners'''`' Allowable Loads Joist - Size Model No 1 StQt mensi s - Solid Header' ~ UpIit1 1 Uplift I I ~ ' . Red W H ~ B TF Top Faee Joist (133) -(160} LUL PSL LSL DF/SP I SPF i I-Joist Masonry .. ITT314 e 29 6 ~ s 13 /is 2 ~ 1 a 4-10d 2-10d 2-10dx1 Yz 245 285 11450 1 1300 I 1435 1615 ~ 1200 1 1050 , - MIT314 = 2/6 14 2y 23i6 4-16d ; 2-16d }z 2-10dx1 1 240 290 2550 2000 1565 2400 1565 1230 ~ - ~ LBV314 / 2~6 14 2y, 2y 4-16d 2-16d; 2-10dx1y 240 290 2565 ~2360~ 2035 ,2035 2035 1230 - 2y - 2~6 W1314 / 28/,6 14 2 2y 2-16d - ~ 2-10dx1y - - 2335 1950 2335 1765 1435 - - x 14 Wp1314 / 2%6 14 2y 2j6 2-16d - 2-10dx1y - - 3635 3320 3635 3255 2600 2030 - HWI314 / 28/,6 14 4 2yz 4-16d - 2-10dx1y - - 5100 4000 4500 5285 3665 - - ITTM314' - 2/16 13'!16 2 3yz 3-Titen 2-Then 2-10dx1y 225 225 - - - - - - 1545 WMI314° / 2ti6 14 3 3/ 2-i6dDPLX - 2-10dx1y - - - - - - - - 4175 i ITT316 - ~ 2%e 15'%{6 it 2 138 j 4-1.Od 2-lOd i 2-lOdxly 245 .285 ~, 1450. 1300 1435 161.5 1200 1050 - M1T316 - ~S6 16 2y 23;6 4-16d 2-16d . 2-10dx1y 1240 290 2550 2000' 1565' 2400 1565 1230 - LBV316 / 29 16 2+, ~ 2y 4-16d ', 2-16d 2-10dx1 2 240 i 290 1 2565 2360 2035 2035 .2035 ' 1230 - 2y -2~6 81316 j / 296 16 2y I 2y I ' 2-16d 4-16d 2-10dxiy_ 245 i .295. 2315 22251 - 2665: 1835 - - ' x 16 W1316 ~ / 12%6 ~ 16 ~ 2 2y ~~ 2-16d I - li 2-1Ddx1y - ~~ - ~, 2335 i 1950123351 17651 1435 - - WPI316 / ~ 2•x,6 ' 16 ~ 2Y 2~6 ~ 2-16d - 'i 2-10dx1Y ~ - - ~ 3635 ~i 33201 3635 ~'~ 3255 2600 2030 li - ; I HWI316 / i 2. pia 1E ~ ~ 4 2 ~ I - Y I 4-16d ~ y 2-10dx1 i } ~ - 15100 4000 4500 5285 1,3665 - ' WMI316' :/ 2B/,6 1fi 3 3j; 2-1fidDPLX' - 2-10dxiY - - - - - 4175 ' i MIT318 - 28 18 2 26 4-16d 2-16d 2-10dx1 240 290 2550 2000 1565 2400 1565 1230 - HIT318 - 2/16 18 3 2'/ 4-16d 6-i6d 2-10dxiy 240 290 2550 2050 2500 3050 1950 - - LBV318 / 2?66 18 2y, 2y 4-16d 2-16d 2-10dx1y 240 290 2565 2360 2035 2035 2035 1230 z 0 z 0 y 0 m O °o 0 2y - 28/ B1318 / 28/16 18 2y 2yz 2-16d 4-16d 2-10dxiy 245 295 2315 2225 - 2665 1835 - - ,6 x 18 WI316 / 28/,6 18 2 2yz 2-16d - 2-10dx1yz - - 2335 1950 2335 1765 1435 - - WPI31$ / 2'16 18 2yz 23,6 2-16d - 2-10dx1y - - 3635 3320 3635 3255 2600 2030 - HWI318 / 28/,6 18 4 2y 4-16d - 2-10dx1yz - - 5100 4000 4500 5285 3665 - - WMI318' / 2~6 18 3 3/ 2-16dDPLX - 2-10dx1y - - - - - - - - 4175 MIT320 - 26 20 2Y, 2 4-16d 2-16d 1, 2-10dxi o~ .240 290-; 2550 2000: '1565; 2400 9.565 1230 j - I ' HIT320 IR1179(1 = / ~ 2'/6' '~9i 1 2^ ! 9n 3 '7v ~. tie Ov 4-16d A1a.~l 6-16d 7~c.J ' ~-10d~1y o~^.J.,~~i 240 Ii ne 290 12550 n ;2050'2500 3050 "1:950 - - 1 81320- L / 12'6, 20 2y ! 2,iz L 2-16d ' 4-16d 2-10dx1Y 245 295 12315 '2225. 2665 11835 ~ I2Yz -2`~6 x 20 WI320 ~ ' / 2e,16 20 2 2y i 2-16d ~ - 2-1Ddx1y ( - - X2335 1950 ~i2335 1765 1435 - ~ - ~ ' WPI320 / 29,16 20 ~ 2y 2/6 '~ 2-16d 2-10dxiyz ~ j 3635 3320 3635 3255 2600 2030 ~ HWI320 ~ /_ i 2s/,e 20 ~ 4 2y 4-16d ~ 2-10dx1y ~ ~ ~ 5100 14000 4500 5285 :3665, - - WM1320' / 2'~t6 20 1 3 _ 33~ 2-16dDPLX ~ - 2-10dx1y ! - - - - ~ - - . _ - ~ 4175 ,~~ HWU320 ~ / ~tib 20 4y, 2y ~ 4-16d i 4-16d 6-10dx1yz 765 765 6335' 5500 :5535 6335 .5415 - - HIT322 - 2~6 22 3 2~ 4-16d 6-16d 2-10dx1y 240 290 2550 2050 2500 3050 1950 - - 81322 / 2~6 22 2yz 2y, 2-16d 4-16d 2-10dxiyz 245 295 2315 2225 - 2665 1835 - - WI322 / 2~6 22 2 2y 2-16d - 2-10dx1y - - 2335 1950 2335 1765 1435 - - g~ 2y - 2/16 x 22 H61322 / 2~6 22 3 2yz 4-16d 4-16d 2-10dx1 Yz 245 295 3335 3100 - 3610 2785 - - WPI322 / 2~6 22 2yz 2/16 2-16d - 2-10dxiy - - 3635 3320 3635 3255 2600 2030 - HWf322 / 28/,6 22 4 2yz 4-16d - 4-10dx1y - - 5100 4000 4500 5285 3665 - - HWU322 / 2~6 22 4ya 2yz 4-16d 4-16d 6-10dxiy 765 765 6335 5500 5535 6335 5415 - - HIT324 - ~~6 24 ! 3 2~B i 4-16d 6-16d ' 2-10dx1y 240 'I 290 2550' 2050 2500 3050 1.950 - - 81324. / 29/16 24 2y 2y, 2-16d 4-16d 2-10dx1y2 245 295 2315 2225 - ~ 2665 ~ 1835 - ~ - i W1324 / 29,(6 ~ 24 2 1 2y 2-16d i 2-10dx1y ~ 12335 19501 23351 17651 1435 - ~ - 1 2x246 HB1324 / 2n6 24 3 2y, 4-16d 4-16d 2-10dx1yz 245 ' 295 133351 ~ .3100 - 1 361 D. 2785 - - I WP1324 / 1 2;{s 24 j 2yz 23,6 i 2-16d - ! 2-10dx1Y ~ - ~~ - 363.5 3320 3635 3255 .2600 2030 - I HWI324 / 2js j 24 4 2}~ 4-16d - 4-10dx1y~~' - ~ - 51'00 4000 4500 5285. `3865 - _ - ~ HWU324 / ; 2'~ie 24 ' 4y 2y 1 4-16d a-16d 6-10dx1yz°;, 635 635 6335 5500 -5535 8335 5415 - - HIT326 - 2%6 26 3 2j 4-16d 6-16d 2-10dx1y 240 290 2550 2050 2500 3050 1950 - - 61326 J 2?~6 26 2yz 2yz 2-16d 4-16d 4-10dx1y 425 425 2315 2225 - 1 2665 1835 - - WI326 / 2~6 26 2 2y 2-16d - 2-1Ddxiy - - 2335 19501 2335 1765 1435 - - 2y -2~6 x 26 HB1326 / 21(6 26 3 2y 4-16d 4-16d 4-1Ddx1y 490 590 3335 3100 - 3610 27851 - - WPI326 / 9~ 2/16 26 1 2y 2~6 2-16d - 2-1Ddx1y I - - 3635 3320 3635 3255 2600 2030 - I HWI326 / 2~6 26 4 2z 4-16d - 4-10dx1y - - X 5100 4000 4500 5285 3665 - ~ - HWU326 I / 28/,6 26 4y, 2y 4-16d 4-16d 6-10dx1 y 635 635 6335 5500 5535 ~ 6335 5415 - - See footnotes on opposite page. '~TF: ~; 'I ~~ `, I `~ r '~ Y ~W 0 - _~ . m O = T .b ti „ ,o 71 0 a u Q ~ I '/~ it i1 ~ '~ ~' ~ I iii I J ~i ' -) it i - ~ iI6 ~ j o j)n ~IG'r i I~ l , ir/ %~ ;/ _^-~'' -- --- _ ~,- i. ,_ ~: Ic '~ I ~I `~ -! ~~ ~_ ~~ ,; ~ ~ j~ ~ (i . ~~,! tr„u it // /;' I '. /i i ~f i jt j _~ ~, I LU523 ~, HU521O (HU526, HUS23, and HHUS similar) i of ~j'~ ~- i ~I II JiJ ~ ° i ~r, i~~~ II i ~ I ~:; (jl~ ~ i i J \ ~. ~. a ~. '~ t /, y ~. :~ .-~~~~ ~;I ,~~ `~1` ~~ . I" //, /,% HUSC Concealed Flanges (not available for HHUS and HUS2x) Double Shear Nailing U.S. Patents 4,241,996 and -3.90,941 Canada Patent 1,193,-313 HL'S25'1'Jith Reduced Heel Height j I I Doug-Fir LarchJSo. Pine j Spruce-Pine-Fir ;Model Ib1tn• i Fasteners I, Allowable Loads I Allowable Loads No. !HeightCarrying~ Carried Uplift .' floor! Const ! Wind ~ ' ~ Uplift' floor' Const ' ~ ~ Wind i :Member-Member, ~ (133) ! : (100) ; (125) (733) . (133) (100) . (125) (133) I 3'. 6-16d ' 4-1fid . 1135 1265. 1580 ' 1680 925 1G5O 13'5 1.300 wic26 3:; 10-16d' 4-led 1735 1800' 22-,'5 2390 925 i51O 1090 2010 ' '14-16d 6-16d 1550 250'5' 3205 3315' 1390'2155 25-70 25cO Typical HUS Installation with Reduced Heel Height ~r,:~ _ ~ n, __.. , .... .• -_ :]...PLC _: _af .'. f .. _... ..._ ~ _.,. ~;i, _.".DLtc.. te..zr na _ a~,zr rs.~i'~COr, urd the _.. ,r com ar nziiJ .c. III ~_ 2..,:.,^_. L:;s r - ~ i -_ ._, __ . _ .._~.: -.. NUS .:ic:_ :~_r: _r.u[...~c :., c~/ HHUS and HGUS-..oncec[ .e_^;iP; „aced rnemce... hdATE31aL: ~.,_-.- ...__~. _~. _._-lo ~au;e::`,G~_-'[ s(];. . all ~-.';cr5-i-1 ^ya UGe. FIhllSH: ,.ai:an.:_... Some ~fCduC:S d:'ailaGlB.n S[aIn12SS Sib°_! Cf i-mat.. See ..GfrO~i6n ReS:SwnC'_, pad°_ 6. IFJSTALL;.TION Uc~ ,,-,II ;rariipri `n=.;prar5 Sa? f~r.r-c~l ;Jrrp=. ;;z~~s :must ce ;rven [ an ,.ny:z tcrourh ,nz; ~.., :r [ras into [ne ~:z::czr :,, .r.._. thz :ad!e loads. • ?Jct -'w=ig ee per veld d t der ^oliuticns icy ;~r, 3 ~ ~ e e ra, sed ar^tr= "cd _c^':'~ens are sce ~ r .:i[h no cn n 'o~d iVh,.r. Ec ^mmens ar periled, tOd _ommons ~r od sin<~: s (9 gaug„ .~ J;~') may ce __ed at O.3a ~r ;he [aole !oad. :`Lt` 3x carr;ina menders. ~_. ':cd z 2',•z" nails in[tl [hz hzzder and ' Ed cer- mcrs in[c :`e ~cist :vith no :cad reduc[en. 'Kith 2x carrying members. usz 'Oda 1 ~.' nails into [ e header and 1Od ccrmens into [hejois[, antl reduce the load [o O.o4 of [hz Cacti ;'aWe. OPTIONS: Sze i;arezr Octicns, pact 36. CODc$:: ..• IGSQ. ScCCI'Jo= ?iL?.-___..`lEp."~ ''IGR--i21 `JF~-a99: nor: ~oenC ='- Nes~9S-032°.8, ?3-v82-'.07 (LL'S, HUS, HGUSj. ,: ~ ; - ~'o ,,~ y-V ~~ ~, HGL`•523-2 Typical HUS Installation ~~~~ ~~e~~ - ~~~~~~~z~a~ ~~~~s~~~ ~.ax ~~ Qu'a' Di i - F s Allowable Loads Joist Model mens ons astener DF/SP S eciesHeader SPF S ecies Header Size No. I - W I H B ~ 'Face Joist Uplift (133) Uplift (160) Floor (100) Snow (115) Roof (125) Floor '.(100) Snow (115) Roof: (125) ~ /x7y ~ HU7 MIN 1t3i6 6':is 2y 12-16d 4-10dx1y ~ 480 575 1610 1850 2010 ~ 1390 1600 1740 HU7 MAX 1"%s 6'}is I 2Yz 16-16d 8-10dx1y 960 1150 2145 2465 2680 1855 2135 2320 HUS1.81/10 1~/ 8~ 3 '30-16d 10-16d 2845 -3000 :4900 -,5045 5145 -4355 501.0 5145 13' x I 9}; - 9y HU9 M1N 1'~e I 9~s ' 2Y 18-16d 6-10dx1y < 720 ' 865 2410 -2775 :3015. 2090 2400 261D , HU9 MAX 113/s ~ gds 2Yz 24;16d 110-10dx1y' 1200 °1440 3215 `3700 ' 4020 2785 3200 3480 HUS1.81/10 113 8~ 3 30-16d ~ 10-16d 2845 3000 4900 5045 5145 4355 5010 5145 11y4°_ 11'/ HU11 MIN 1'~s 11Y,e 2Yz 22-16d 6-10dx1y 720 865 2950 3390 3685 2550 2935 3190 HU11 MAX 1'~e 11Y,s I 2Yz 30-16d 10-10dx1y 1200 1440 4020 4315 4405 3480 4000 4350 HUS1.61/10` 1'~' 8~ J 30-16d 10-16d ' 2845 3000 4900 5045 5145 4355 .5010 5145 1 }; x 14 HU14 MIN 1'%s 13'}48 2yz 28-16d ~ -8-1 Otixly 960 .1150 3750 4110 41:80 i 32.50 3735 4060 HU14 MAX 1'~8 13'Xs 2Yz. ~ 36-16d 14-10dx1y 1680 .2015 4540: ' 4730 4855 4475 '4730 4855- HU2.75/10 MIN 23/, 9 2y 14-16d 6-10dx1y 720 865 1875 2155 2345 1625 1870 2030 gYXe9y HU2.75/10MAX 2% 9 2Yz 18-16d 10-10dx1y 1200 1440 2410 , 2775 3015 2090 2400 2610 HGUS2.75/10 2/ 8~~ 4 46-16d 12-16d 3415 4100 7890 8665 8665 6745 7755 8430 2' HU2.75112MIN 2 a 10'/a 2Yz 16-16d 6-10dx1}~ 720 865 j 2145 2465 .2680 1$55 21:35 232Q Xs x 11 ~- 11,8 I NU2.75/12MAX 23%. 10'/< I 2l'z 22-96d 1'0-10dx1y 1200 1440 ~ 2950 3390 3685 2550 .;2935 31'90 I HGUS2.751T2 23. ~ 10'5 I 4 56-16d 14-T6d 3965 4Z8D 94'15 9615 975D 6155 9380 _9750 HU2.75/14 MIN 2% 13 2y 18-16d 8-10dxiy 960 1150 2410 2775 3015 2090 2400 2610 2'Xe x 14 HU2.75/14 MAX 23/< 13 2y 24-16d 14-10dx1y 1680 2015 3215 3700 4020 2785 3200 3480 HGU52.75/14 2/ 1275 4 66-16d 16-16d 4555 5000 ~ 9605 9840 9995 ~ 9565 9840 9995 HU2.75F16 MIN ~ 2% I 141;6 j 2Yz i 20-16d i 8-10dx1y j 960 1150 2680 3080 ..3350 2320 2620 2900 !~ 2'Xex16 HU2.75/16,MAX i 2~ ~ 14Ys ~ 2Yz li 26-16d 14-10dk1y ~ 1fi80 ~I 2015 ~ 3485 4005 4355 301'5 I 3470 ~ 3770` HGUS2.75/14 23; ! 12+5 i 4 66-16d 16-16d 4555- 5000 ~l 9605 I 9840 1:9995 9565 9840 9995' HU212-2 MIN 3y' 1D/ 2y' 16-16d ~ 6-10d 905 1085 2145 2465 2680 1855 2135 2320 HU212-2 MAX 3 e 10~ 2 22-16d 10-10d 1505 1810 2950 3390 3685 2550 2935 3190 HU3.25/10.5 3y, 10y, 2y 22-16d 10-10d 1505 1810 2950 3390 3685 2550 2935 3190 3y GLULAM HU3.25/12 3}; 113; 2}~ 24-16d 12-10d 1810 2015 3215 1 3700 ~ 4020 12785 i 3200 3480 HU216-2 MIN ~ 3y 13y ~ 2y 20-16d 8-10d 1205 1445 2680 ~ 3080 3350 2320 2670 2900 HU216-2 MAX 3y 13~ 2 ~ 26-16d 12-10d 1810 2015 3485 4005 4355 ~ 3015 3470 3770 HGUS3.25/10 3y, 858 4 ~ 46-16d 12-16d 3415 4100 7890 8330 8445 6745 7755 8430 HGUS3.25/12 ~ 3y, 105/ ~ 4 56-16d 14-16d 3985 4780 9535 10965 11335 8155 9380 10195 ' HU48 NtIN 39 o7 - ; 2 % ! 10-16d -'4-YOd 605 725 1340 t540 '1675 1160 .1335 1365 3yz7y, HU48MAX 3~ I 613, 2}; ' 14-16d ~ 61'Od 905 i 1085 1875 2155 2345 `1625 1870 2030' HGUS46 i 35 4~ I 4 ' 20-16d ; _ 8-:16d ~ 2275 2735 3755 4320 4695 3185 3660 :.3980 0410 39 838 2 14-16d 6-10d 890 1065 1860 2140 2330 1610 1850 2010 HUS410 3; 8+/ 2 8-16d 8-16d 2160 2590 2010 2310 2510 1650 1900 2065 3y x HU410 MIN 3'48 8j 2}' I 14-16d 6-10d ~ 905 1085 1875 ~ 2155 2345 1625 1870 2030 9y, - 9y HU410 MAX 3 16 8~ 2y 18-16d 10-10d 1505 1810 2410 2775 3015 2090 2400 2610 HHUS410 3~ 9 3 30-16d 10-16d 2855 3430 5190 5900 5900 4385 5040 5480 HGUS410 3j 8ti6 4 46-16d 12-16d 3415 4100 7890 8665 8665 6745 ~ 7755 8430 0410 39~ 8 2. I 14-16d 6-10d ' 890 '• 1065: 1860 `..2140 2330 "1610 1850 201D HUS412 39 10y 7 10-1Bd 10-16d 2700 '3240 '2510 '2885 ..3140 '2065 2375 2580 3y x ' . HU412 MIN ` 39~ic 1035 ` 2y 16-16d 6-1Od 905 ' 11085 ;2145 ':2465 2680 1855 2135 ' 2320 t1y -11/ HU412 MAX-' 3% 10j 2y ~ 22-16d 10-10tl ~ 1505 1810 , ::2950 _3390 3685". ..2550 2935 3190 HHUS410 3j ~ 9 3 ~ 30-16d 10-t6d '2855 ,3430 '5190 '5900 :5900 4385 5040 5480 ~ HGUS412 3~ 10% ~ 4 ~ 56-16d 14-16d 3985 4780 `'9535 :10965 11335 '8155 9380 10195 U414 3~5 ~ 10 2 I 16-16d 6-10d 890 1 D65 2130 2445 i 2660 1840 2115 2300 HU416 MIN 39 e 135/ 2 20-16d 8-10d 1205 1445 2680 3080 3350 2320 i 2670 2900 3y x 14 HU416 MAX ~ 3?; 13~ I 2y I 26-16d 12-10d 1810 2015 3485 4005 4355 3015 1 3470 ~ 3770 HHUS410 358 9 ~ 3 30-16d ~ 10-16d 2855 ~ 3430 5190 5900 5900 4385 1 5040 5480 HGUS414 3% 12 18 ~ 4 66-16d 16-16d 4555 ~ 5000 11180 i 11335 11335 ~ 9565 ~ 11000 11335 I See footnotes on opposite page. Structural Composite Lumber can be Glulam Beam, LVL. Timber5trand' or PSL. See CJT Kit (Concealed Joist Tie) on page 57 for concealed connector installation. N T 2 ~ N d ry n ~ ~ ~ '~,° o r. ~ c m 3 53 c m J Q N ~ d d F N m=in l~ y I Allowable Loads I M el Dimensions Fasteners DFISP S ecies Header SPF S ecies Header Size No W H B Face i Jmst ~ Uplift (133) ~ Uplift (160) Floor (100) -Snow (115) Roof (125) Floor (100) Snow (115) Root (125) x 16 3 HHUS410 3~ 9 3 30-16d 10-16d 2855 3430 j 5190 ~ 5900 j 5900 j 4385 15040 5480 y HGUS414 ~ 3/ 12/ 4 j 66-16d ! 16-16d 4555 5000 11180 11335 11335 ~ 9565 11000 11335 3 18 HHUS410 3~ 9 3 j 30-16d 10-16d 2855 .3430 5190 5900 .5900 4385 5040 5480 y x HGUS414 3~ 12r 4 66-16d 16-16d j 4555 5000 11180 '11335 11335 9565 11000 11335 HU5.125/12 Sy, 10}; 2y 22-16d 8-16d 1430 1715 2950 3390 3685 2550 j 2935 j 3190 HU5.125/13.5 5y, ~ 13y, 2 26-16d 12-16d 2145 2575 3485 4005 4355 3015 3470 3770 5 y GLULAM HU5.125/16 5y 13~ 2 26-16d 12-i6d 2145 2575 3485 4005 4355 3015 ~ 3470 3770 HGUS5.25/10 5y, 9y, 4 46-16d 12-16d 3415 4100 7890 8665 8665 6745 7755 6430 HGUS5.25/12 5y, 109 4 56-16d 14-16d 3985 4780 9535 10965 11335 8185 ~ 9380 10195 HU5.31/9 MIN 55 73/, 2 14-16d 6-16d 1070 1285 1875 2155 2345 1625 1870 2030 5y x HU5.31/9 MAX 55 73, 2y 18-16d 8-16d 1430 1715. 2410 2775 3015 2090 2400 2610 9}i - 9Y HHU55.50/10 5 9 3 ~ 30-16d 10-16d .2855 3430 5190 5970 6490 4385 5040 5480 HGUS5.50/10 5y ~ 4 46-16d 12-16d 3415 4100 7890 8665 8665 6745 7755 6430 HU5.31/11 MIN ~ 5ti 9/ 2 16-i6d 6-16d 1070 1285 2145 2465 2680 1855 2135 2320 5y, x HU5.31/11 MAX ~ 5 j 9~ j 2y 22-16d 8-16d 1430 1715 2950 3390 3685 2550 2935 3190 11y, - 11% HHUS5.50l10 5y 9 3 ~ 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 HGUS5.50/12 Sy 10j 4 56-16d 14-16d 3985 4780 9535 10965 11335 8185 9380 10195 HU5.31/14 MIN 5 11+ 2 18-16d 8-16d 1430 1715 2410 2775 3015 ' .2090 2400 2610 x 14 Sy HU5.31/14 MAX 5 r11+y 2y 24-16d 12-16d 2145 2575 3215. 3700 .4020 2785 3200. 3480 , HHUS5.50/10 5 9 j 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 HGUS5.50/14 5y 12~ 4 66-16d 16-16d 4555 5000 11180 11335 11335 9565 11000 11335 HU5.31/16 MIN 55 12/ 2y 20-16d 8-16d 1430 1715 2680 3080 3350 2320 2670 2900 Sy x 16 HU5.31/16 MAX 55 12~ ~ 2 26-16d 12-16d 2145 2575 3485 4005 4355 3015 3470 3770 , HHUS5.50/10 Sy 9 3 3D-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 j HGUS5.50/14 Sy 12j 4 66-16d 16-16d 4555 5000 11180 11335 11335 9565 11000 ~ 11335 HU5.31/16 MIN 55 12 , 2 20-16d 8-16d 1430 1715 ° 2680 3080 .3350 2320 2670 2900 5},x 1g HU5.31/16MAX 55 123 2y 26-16d 12-16d 2145 1 2575 3485. 4005.. 4355 3015 3470 3770 HHUS5.50/1D 5 9 3 30-16d 1016d 2855 3430 5190 5970 6490 4385 5040 -5480 ': HGUS5.50/14 5y T2?/, 4 66-16d 16-16d 4555. 5000 11180 11335 11335 '9565 71000 11335 HGU56.88/l0 6% 813 4 46-16d 12-16d 3415 4100 7890 ~ 8665 8665 6745 7755 8430 6/ GLULAM HGUS6.88/12 6/ 1017 4 j 54-16d 14-16d 3985 4780 9535 10965 11335 8185 9380 10195 HGU56.88/14 6j 1273/ 4 ~ 66-16d j 16-16d j 4555 5000 j 11180 11335 11335 9565 11000 11335 HU410-2MIN 7y 9 2 14-16d 6-16d 1070. 1265 1875 2755 2345 '1625 ` 1870 ' 2030 7 x HU410-2 MAX 7y 9y 2y ' 18-16d 8-16d 1430 1715 2410 2775 ' 3015 2090 2400 2610 9y, -9Y2 HHUS7.25I10 7y. 9 33y 30-16d 10-.i 6d 2855 3430 5190 5970 6490 ~ 4385 5040 5480 HGU57.25/10 - 7 , 8~ 4 46-16d 12-1&d 3415 4100 ' 7890 9075 - 9665 6745 .7755 8430 HU412-2MIN 7y 11y 2y 16-i6d 6-16d 1070 1285 2145 2465 2680 1855 2135 2320 7 x HU412-2 MAX 7y 11y 2y 22-16d j 8-16d 1430 1715 2950 3390 3685 2550 2935 3190 11y,-11/ HHUS7.25/10 7y, 9 3~ 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 HGUS7.25/12 7y 10j 4 56-16d 14-16d 3985 4780 9535 9665 9665 8155 9380 9665 HU414-2MIN 7 13~ 2 20-16d 8-16d -1430 1715 `:2680 3080 .3350 2320 :2670 2900- 7 x.14 HU414-2 MAX 7y b3~ 2y ~ 26-16d 12-16d 2145 2575 3485 4005 4355. 3015 3470 3770 . HHUS7.25/10 7, 9 3~ 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 HGUS7.25/14 7y, 12j" 4 66-bbd 16-16d 4555 5000 9665 9665 9665 9565 9665 9665 HU414-2 MIN 7y 13/ 2}~ 20-16d 8-16d 1430 1715 2680 3080 3350 2320 2670 2900 7 x 16 HU414-2 MAX 7y 13~ 2y 26-16d 12-16d 2145 2575 3485 4005 4355 3015 3470 3770 HHUS7.25/10 7 9 3% 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 HGUS7.25/14 7y, 12~ 4 66-16d 16-76d 4555 5000 9665 9665 9665 9565 9665 9665 HU414-2 MW 7y 13~ 2y 20-1Bd 8-16d 1430 1715 2680 ' 3080 3350. '2320 2670 2900 7 x 18 HU414-2 MAX 7y 13% 2 , 26-bbd 12-16d 2145 2575 3485 4005 4355 3015 3470 ~ 3770 HHUS7.25/10 7y,` 9 3 30-16d 10-16d 2855 3430 5190 5970 -6490 4385 5040 5480 HGUS7.25/14 7y, 12j 4 66-16d 16-16d 4555 5000.- .9665 9665 9665 9565 . 9665 9665 1.10d common nails or 16d sinkers (9 gauge x 3Ya") may be used 3. Uplif[ loads based on Douglas Fir have been increased 33 % and 60% instead of [he specified 16d nails a[ 0.64 of the [able load value. for earthquake or wind loading with no further increase allowed. Reduce 2.16d sinkers (9 gauge x 31/d') may be used instead of the specified by 33% and 60% for normal loading such as in cantilever construction. l Od commons with no load reduction. 4. MIN nailing quantity and load values-fill all round holes; MAX nailing quantity and load values-fill all round and triangle holes. Structural Composite Lumber can be Glulam Beam, LVL, TimberStrand' or PSL. See CJT Kit (Concealed Joist Tie) on page 57 for concealed connector installation. z 0 z z a ,~ 0 U U 54 TIIIS DRAWING 5PECIFIBS REPAIRS FOR A TRUSS WITII CRACKED OR aROKF;N WEpS. Tllis neslcN Is VALID ONLY FOR SINGLE PLY TRU991±S WITN zX4 y3, JTUD, oR srnrannrru cRACKEp aR aROKEN WEaS, NO IdORE TITAN 1 CRACK OR BREAK PEit wEp _ ANp ~ cRACKED oR BROKEN WEa9 PER TRUSS ARE nl.1.oWED. coNTACT 9'l1E TRUSS MANUFACTURER FOR ANY REPAIRS TUAT DO NOT COhlPI.Y W1TII Tt115 DETAIN. (H) DAMAGED AREA. 0" IIJN TO Jl±" MAX LEN(1TIi OF CRACK OR HREAIC 1N WEH. (5) ~ (2) 2X4 SCADS, SAME GRADE, SPECIES A3 WEH MEJdHER.. MINIMUM i-ENCTii OF SCAR 1dU9T HE THE UREATER 0 1 • 8B' + LENGTH OF DAUfAOED AREA ~B_) N1N11dU1,( OF 04" ON BOTH 81DE3 OF THE DA1dAtlED A ~:A. OR 2. ©oy OF THE QRIO1~fAl. NEB LENOTN.• ATTACH oNl; >JCAB TO EAC FACE OF ~'yD WEH 1'r17'y A DOUHl.F3 REFER TooNAIL aPACINd I ETAIt" FOR ADD1TloNAL NAIL BPACINO INFoRMATJON. NOTE: FIELD REPAIRS 1/U8T CO1dPLY WITH ALPINID D1C910N8 AND BPECIFlCATlON9. fad COk1toN (0,18" x D"~ NAll.9r DOUaLE ROW, BTAOt1ERED -,i 4" OC h, + ~ BACK idAC1; TYPICAL o . FRONT FACE ~ ~" I s~7Aaa~ +70 + o + o ~+ o ~ i ~" NAIL SPACING DETAIL Flack To Repalr CRACI{ID OR I3R01{IAN WCI3 REPAIR DETAIL w• as LiiN B 34" MIN g '- '--2X4 N3 STUD, OR STANDARD ------ WEB O1~LY. ANY SPECIES TRUSS REPAIR DANefCp 1RUft[1 NKl IC CAR[fUtLY CVµW11[D Ip DC1[RNINC 1H[ CK1IH1 f>< dvIM,C AHD pU[ ICAf111CI1T CI RpIP(AIR. IH i[N[C~CAJ[S 1-pC IfRUUCtIf f(ILUfI(pl If [I(1 f[pM tl[11W[CId1 tipCiSJfAW 1[HD~II~[plilLl[1CK [Alil~pf ~(IPCA~iircttiicl[n`1sCRCfOR[, 11 IS V11AL 1NA1 i11C iRUif fA~~gq1CA1[Yl A11D IUILDIIY C011[pAC-pH CHNfIDCp 11C CAUJC ll" lllC DAHAGC IH 11[IR DCCIJD]t- VllClllCp lp RCPAIN Op pCpui[D. D[-AIR VpRK l11p1M [H IHI! ppRAVIIKi APPIiC>i fRILY ip 11[1JC ![Cllollf Of 11H' 1pUff p[1'l1Ul[D IY ill[ IpUSS NA-AIfAC1URCR lp IUVC I[[N DANAG[D. A Dtullfl[D IIIIRp PApfY IIIJPCCIpR LIALL CIICCK TRUSS[! lp OCIfAHD[ lllC CKiCHI Qf ANY fUp11ttR pMIAGC. If AHY, ANp VCR1fV IIIA1 R[PAUS INVC ~C[N PCNfpAH[D AS INUICAI[D [II 1NIf DRAVIHG THIS DRAWING REPiJ1CE9 DRAWJNCis IiCEbtl84o7a do 96©,e49 SPACING 2q.0 REF WEQ REPAIR nn![ Off/25/~p uRUG REl'f9l:I1S000041 ---cr1[~ hll.ll~i(AH ~--_ -- -- CONVENTIONAI..JLY (A) 2X6 OR LARGER SP ~2 OR SPF #1/x/2 VALLEY RAFTER (H) 2X4 SP OR SPF ~f3 CRIPPLE (MAX HEIGH'P 6'-3") (C;) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") (D) 2X6 OR LARGER SP ~/2 OR SPP' {/1~{/2 RIDGE ItAF'I'ER I{'RAMED VALLEY DETAIL PARTIAL I RAMING PLAN COMMON TRUSSES AT 24" OC NOTE: RIDGE RAFTER (D) hIUST NOT BE OF LESS SIZE TITAN THAT OF VALLEY RAFTER (A). INOTG: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEY SUPPORTING TRUSS BRACING DETAILS. RAFTERS. (B), (C) MAX HEIGHT WITH 1X4 "'I'" BRACE IS 9'-10". RIDGE ~, (B), (C) MAX IIEIGHT WITH 2X4 "T" HRACE IS 11'-2". RAP'I'ER FOR lX4 A1dD 2X4 "'P" BRACING, HRACE TO BE SAME GRADE AS CRIPPLE. P'AS'1'EN 1X4 "'I'° BRACE 'f0 CRIPPLE WITH Eld BOX (0.113" x 2.5") NAILS A'I' 4" OC. FASTEN 2X4 °T" BRACE '1'0 CRIPPLE WITH 16d BOX (0.135" x 3.5") NAIL"a A`C 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY A`P'PACHED RATED SHEATHING OR PURLINS AT 24° O.C. OR VAi,LEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN i FOR 'PHE SUPPORTING TRUSS. (2) ] 6d BOX NAILS, TOE-NAILED THRU CRIPP\LE INTO RIDGE BOARD \~ (3) 16d BOX NAILS (C) (B (3) 16d BOX NAIL5 (3) 16d HOX NAILS, TOE-NAILED ~. MON TRUSSES AT 24" OC (2) 16d BOX NAILS, ~ TOE-NAILED (D) (A) (C) RATED SHEATHING L(2) 16d BOX NAILS, TOE-NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS (3) 16d DOX NAILS, TOE-NAILED TIIRU CRIPPLE INTO RAPED SHEATHING ++VARNING++ TRUSSES RCOUIRE CXTREHE CARE IN CABRILATNJG, tfANDLING, SHIPPIfJG, INSTALLING ANB BRACING. REFER 70 HIB-91 (HAHOLING INSTALLING AND BRAFING). PUBLISHED HY Tpl <iRUSS PLATE INSTITUTE 507 D"UI UFFIO DR., SUITC 200, HADiSIBJ. W1. 53719) (OR SAFETY PRAC7ICCS PRI(1R 1D PERFURH1tIG TIJESL CUNCTIUNS. UNLESS RTNERWISE INDICATED. 70P CfiORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AIJD HUllf11 CItURD SHALL HAVE A PROPCRLY ATTACHED RIGIL CCIL RJG. ++INPORIAN7++ FURNISH A COPY Of THIS DESIGIJ TO TNC INS IALLATI[H~1 CONTRACTOR. ALPITIE EHGNIEERCD PRODUCT S. INC. SHALL FIUI BE RESPONSIBLE FUR ANY DCVIAT TUN FRU11 IRIS ` - DESIGIJ; ANY CAILURC TU BUILD 1NE 7RUSSCS 1N COtJF ORNANCC WITH 7P11 DR FABRICATING, nANDL ING, SIIIPP1tJG. INSTALLING PtiO BRACING OF 7RUSSCS. DESIGN CUNfORMS WITH APPLICABLC PRDVISIUtIS OF NOS <tIAT10NAL DESIGN SPLCIF ICAl10N PUBLISHCO HY T17C ANERICAN PUREST ANH PAPCR ASSOCIATION) AND TPI. ALPIIJC ClY1MCC TORS ARE NADE OF 20GA ASIN A653 GR 90 fiAL V. STEEL E%CCPT AS t101ED. APPLY CUNNECiORS IO EACtI fACE Clf TRUSS AND, UNLESS U1 HCR\11SE LOCAICD NN 1NIS DESIGN. POSITION CONtIECTURS PER DRAWINGS 160 A-Z. 1HE SEAL ON IRIS DRAWING INDICATES AL'[CPTANCE UC PRI7FESSIUNAL CNGIIEERING RCSPONS101L11Y SOLELY CDR 1FIE 1FUSS C.TINPONEN7 UES1GtJ SNUVfI. SIIC SUIT ABILIIV AND USE UC IRIS C@tPDNCN7 I"pR ANY PAR71 CUl.AR BUILDING _.. _. IS 710" RESPI1NS1011 TTY IiF TNF Bltll DIIJfi DFSI(,IJFR. PER ANSI/7PI 1-1995 SECTION 2. _. _. - _ - (3) 16d BOX NAILS, TOE-NAILEll 1RDER THIS DRAWING REPLACES DRAW]NG V105-CONY ' :C lL 30 30 40 PSF RE!- CONV. VALLEY fC DL 20 ]5 7 PSF DATE 06 25 99 '3C DL 3C LL 10 0 10 0 10 0 PSF PSF DRWG VALCONVF0699 -EPJG MLII KAR TOT.LD. 60 55 57 PSF DDR.r AC. S 25/1.3 i . S 5 1.15 S ACING SE E AB OVE (3) ] 6d BOX NAILS, TOE-NAILED SUPPORTING TRUSSES' AT 24" OC MAX. SPACING Back to mainscrean ~,~ ~ ACK GRADE ~n~1r ~ FOR tIIPJ i r I ~ ~ Y ~ ~ ABA BELpW INE 2 N' SEE T ,I,pp C}}ORD 2X4 SO. PINE 2 N , cNORD -p t WGI3S 2XA Sp• PINE 3 UMBER GRADE CC3RNER C1~ _._ r.unRD L___---~-_.., w>:tc;il`I` S~TFJA ' „ - '7 O ie-p9~~-- p 15 iCATED• -EARINGS AS 1ND 2_tl0-pO UPW 350# NN 200i# NS AT PROVIDE DEAD .- 3Q p} FT ENCLpSEtI. t56C~ UPLIF`f ~ 1iGT= },OC'• ip.pkP ~EANTAL }7.5 t I3RC4 BASED ON MPH• I}P~FT i ip L}p0) AS INDICATED. SPEEDY gEAR1NCS FT CpNNECTipNS AT ~~p# aao# wtND PROVIDE UPLI ~-+- 6- RR pLIFT: ~' ip.^ PSF T022 ~ D TA ENpLOSED' t ~ C) C; I RASED ON }}GT= UPI~iFT j2p b4P1}, MEAN SPELD= HJ J1 ** J3 J5 t* zT~?~ J7 .,2a USE }N i • AT4 SOP OFTIONAI' VERTICAL wEDUSE W3X4 +-~~~' OF VERTICAL. WE9• BOTTOM D1AGpN .L 2) igd TpENA1L5 OF VERTICAL AND { ' (S~ Igd TOENA4LS _.--'1 s t ~~ ' ** vtzx+ WYx6 +.}+ _~___~---- s~ lo- p.e521• ~'~'~ s°~Ai-rsox 11 4133A28 e/~" ~h" A},TCRNATE },OARING 20 PSF TCLL 2p MAX PSC TCDL , BCDL o0 MAX 0"::~7• 1.25 q~R.Fnc. THIS DRAWING R}p}'ACES _._-------'-.._..--.. ,. ~, ~ ~~~ 'TRH SS LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 2:05 pm 2175 WEST 18TH 5T ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©9996-2001 Georgia-Pacific Corporation Version: 3.2 Project : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F1 Desc Usage : Joist(Floor) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = L/480 TL = L/240 Composite Action : Yes ("See Note #9) LOADS Project Design Loads :Floor. Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 50 40 100% 0 0' 0" 21' 10" 24" o.c. Base Uniform Load (Spacing Sensitive) 'Dimensions measured from left end when soan# is 0. otherwise, from left end of the specified span HOLES Type Span Loc'n* Width V(Ibs) LDF C.Face V allowed +M(ft-Ibs) -M (ft-Ibs) Additional Information 1 Circle 0 7' 1 1/4" 11 3/4" 510 100% Left 668 2 Obround 0 10' 3 3/4" 16" 298 100% Left 533 Diameter- 11 3/4" 3 Circle 0 13' 6 1/4" 11 3/4" 421 100% Right 668 'Distance to center of hole, measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(!bs) 1 2 Max R'n 1092 1092 Max 100% 873 873 Min R'n 218 218 Min 100% 873 873 DL R'n 218 218 Min Brg(in.) 1.75 1.75 Stiffener NO NO SUPPORTS(pl~ 1 2 Max R'n 546 546 Max 100% 437 437 Min R'n 109 109 Min 100% 437 437 DL R'n 109 109 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1077 1 0' 2" 21 2000 100% 0.54 M(ft-Ibs) 5959 1 10' 11" 21 6720 100% 0.89 LtRn(Ibs) 1092 0 0' 0" 21 1854 100% 0.59 See Note #5 RtRn(Ibs) 1092 0 21' 10" 21 1854 100% 0.59 See Note #5 LLDefI(in.) 0.47 1 10' 11" 21 0.55 U562 TLDefI(in.) 0.58 1 10' 11" 21 1.09 L/450 USE: WOI 60 16.00" (0724" o.c. Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and app/icab/e Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Floor sheathing of 3/4" nominal APA rated OSB or Plywood must be glued-nailed to joists and spacing must not exceed 24" o. c. Live -. _ Page ~ of 2-: LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 2:05 pm 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©9996-2009 Georgia-Pacific Corporation Version: 3.2 defi'n exceeding L/480 not recommended(i.e. L/500 is OK). 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11, Load Combinations: 10=D, 20=D+100%, 30=D+115%,40=D+125%, 50=D+133%, 60=D+100%+115%,70=D+100%+125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 12. Group =Load Combinafion Number + Load Pattern number. (For simple span Load pattern = 1 for LL 0 for DL) __ _ Page 2 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 2:06 pm 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version: 3.2 Pro)ect : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F2 Desc Usage : Joist(Floor) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL = L/480 TL = L/240 Composite Action : No ...,,, e. LOADS Project Design Loads :Floor Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start End Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 50 40 100% 0 0' 0" 35' 0" 24" o.c. Base Uniform Load (Spacing Sensitive) *Dimensions measured from left end when soan# is 0 otherwise from left end of the specified span LOAD PATTERNS (* =span loaded) 7 2 1 * 2 z 3 SUPPORTS(Ibs) 1 2 3 Max R'n 750 2166 750 Max 100% 617 1733 617 Min R'n 50 433 50 Min 100% -83 866 -83 DL R'n 133 433 133 Min Brg(in.) 1.75 3.50 1.75 Stiffener NO NO NO SUPPORTS(plt) 1 2 3 Max R'n 375 1083 375 Max 100% 308 866 308 Min R'n 25 217 25 Min 100% -42 433 -42 DL R'n 67 217 67 Min Brg(in.) 1.75 3.50 1.75 Stiffener NO NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibsj 1068 2 0' 2" 21 1970 100% 0.54 M(ft-Ibs) 3638 1 17' 6" 21 6250 100% 0.58 LtRn(Ibs) 750 0 0' 0" 22 1799 100% 0.42 See Note #5 RtRn(Ibs) 750 0 35' 0" 23 1799 100% 0.42 See Note #5 IntRn(Ibs) 2166 0 17' 6" 21 2500 100% 0.87 See Note #5 LLDefI(in.) 0.19 1 8' 9" 22 0.44 L/1127 TLDefI(in.) 0.22 1 8' 9" 22 0.88 U964 LLDefI(in.) 0.19 2 8' 9" 23 0.44 U1127 TLDefI(in.) 0.22 2 8' 9" 23 0.88 L/964 USE: WI 60 16.00" (x724" o.c. f APA-16"PRI-601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shall be verified (by others), 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has bee» sized for residential use. A concentrated load check, per the building code, must be performed __ _ _ _ _ _ _ _ _ _ _ Page i of 2 _ __ LUMBER LIMITED RICHARD TlNGLEY 15 Nov 2001 2:06 pm 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©9996-2001 Georgia-Pacific Corporation Version: 3.2 for commerciai uses. 9. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 10. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 1005 + 125% 80 = D + 100% + 133%, 90 = D + 100% + 715% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 11. Group =Load Combination Number + Load Pattern number. (For simple span, Load pattern = 1 for LL, 0 for DL). - __ _ ___ __ __ - __ Rafe 2 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 2:06 pm 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBealn® Engineering Analysis ©9996-2009 Georgia-Pacific Corporation Version: 3.2 Project : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F3 Desc Usage : Joist(Floor} Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = LI480 TL = L1240 Composite Action : Yes (*See Note #9) .... ~, 6inf.1 p.=. i:,. ;.. LOADS Project Design Loads : Floor Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform{psf) 50 40 100% 0 0' 0" 18' 7 3/4" 24" o.c. Base Uniform Load (Spacing Sensitive) *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. HOLES Type Span Loc'n* Width V(Ibs) LDF C.Face V allowed +M(ft-Ibs) -M(ft-Ibs) Additional Information 1 Circle 0 7' 1 1/4" 11 3i4" 365 100% Left 668 2 Obround 0 10' 3 3/4" 16" 292 100% Right 533 Diameter= 11 3/4" 3 Circle D 13' 6 1/4" 11 3/4" 515 100% Right 668 *Distance to center of hole, measured from left end when Span# is 0 otherwise from left end of the specified span SUPPORTS(Ibs) 1 2 Max R'n 932 932 Max 100% 746 746 Min R'n 186 186 Min 100% 746 746 DL R'n 186 186 Min Srg(in.) 1.75 1.75 Stiffener NO NO SUPPORTS(pl~ 1 2 Max R'n 466 466 Max 100% 373 373 Min R'n 93 93 Min 100% 373 373 DL R'n 93 93 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 918 1 0' 2" 21 2000 100% 0.46 M(ft-Ibs) 4346 1 9' 4" 21 6720 100% 0.65 LtRn(Ibs) 932 0 0' 0" 21 1854 100% 0.50 See Note #5 RtRn(Ibs) 932 0 18' 8" 21 1854 100% 0.50 See Note #5 LLDefI(in.) 0.26 1 9' 4" 21 0.47 U865 TLDefI(in.) 0.32 1 9' 4" 21 0.93 U692 USE: WOI 60 16.00" (o~24" o.c. Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'secfion above. 6. Bearing /engfh based on design material; support materia! capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify fhe input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Floor sheathing of3/4" nominal APA rated OSB or Plywood must be glued-nailed to joists and spacing must not exceed 24" o. c. Live LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 2:06 pm 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Enpineerinq Analysis ©1996-2001 Georqia-Pacific Corporation Version 3 2 defl'n exceeding L/480 not recommended(i.e. L/500 is OK). 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + i15%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 12. Group =Load Combination Number + Load Pattern number. (For simple span Load pattern = 1 for LL 0 for DL) LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 2:07 pm 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineerin_q Analysis ©1996-2001 Georgia-Pacific Corporation Version: 3.2 Project : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F4 Desc Usage : Joist(Floor) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL = L/480 TL = L/240 Composite Action : No _,.... sus:; F~;;~ t ;::t.. ~ ~ 1 __ LOADS roject Design Loads :Floor: Live=40 psf, Dead=10 psf,~ Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 5pcg Sen Uniform(psf) 50 40 100% 0 0' 0" 7' 3 3/4" 24" o.c. Base Uniform Load (Spacing Sensitive) *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. HOLES Type Span Loc'n* Width V(Ibs) LDF C.Face V allowed +M(ft-Ibs) -M(ft-Ibs) Additional Information 1 D.Chase 0 3' 7 7/8" 16" 116 100% Right 307 Leave 118" web at top & bottom of 'Distance to center of hole, measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) Max R'n Max 100% Min R'n Min 100% DL R'n Min Brg(in.) Stiffener SUPPORTS(pir? 1 2 366 366 292 292 73 73 292 292 73 73 i .75 1.75 NO NO 1 2 Max R'n 183 183 Max 100% 146 146 Min R'n 37 37 Min 100% 146 146 DL R'n 37 37 Min Brg(in.) 1.75 1.75 Stiffener NO NO DES/GN Value Span X Group Allow LDF Ratio V(Ibs) 351 1 0' 2" 21 1970 100% 0.18 M(ft-Ibs) 668 1 3' 8" 21 6250 100% 0.11 LtRn(Ibs) 366 0 0' 0" 21 1799 100% 0.20 See Note #5 RtRn(Ibs) 366 0 7' 4" 21 1799 100% 0.20 See Note #5 LLDefI(in.) 0.01 1 3' 8" 21 0.18 U6958 TLDefI(in.) 0.02 1 3' 8" 21 0.37 L/5566 USE: WI 60 16.00" (a 24" o.c. ~ APA-16"PRI-601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp, NOTES: 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Maz R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. For analysis of web openings, allowab/e and design shear are ca/cu/aced in accordance with APA EWS Performance Standard PRl-400. 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: 10=D, 20=D+100%, 30=D+115%, 40=D+125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+125% 80 = D + 100% + 133%, 90 = D + i00% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) _ _. _.. _ -_ __ -__ __ __ ___ __ _ Pale 1-of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 2:07 pm 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©7996-2009 Georgia-Pacific Corporation Version: 3.2 12. Group =Load Combination Number+ Load Pattern number. (For simple span Load pattern = 1 for LL 0 for DL) ___ . _. __ _ __ Pipe ~ of 9 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 2:07 pm 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©9996-2009 Georgia-Pacific Corporation Version: 3.2 Project : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F5 Desc Usage : Joist(Floor) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL = L/480 TL = L/240 Composite Action : No i i LOADS Project Design Loads :Floor Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 50 40 100% 0 0' 0" 3' 11 1/2" 24" o.c. Base Uniform Load (Spacing Sensitive) "Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span HOLES Type Span Loc'n* Width V(Ibs) LDF C.Face V allowed +M(ft-Ibs) -M(ft-Ibs) Additional Information 1 Circle 0 1' 11 3/4" 12" 72 100% Right 492 'Distance to center of hole, measured from left end when span# is 0 otherwise from left end of the specified span SUPPORTS(Ibs) 1 2 Max R'n 198 198 Max 100% 158 158 Min R'n 40 40 Min 100% 158 158 DL R'n 40 40 Min Brg(in.) 1.75 1.75 Stiffener NO NO SUPPOR T SI plfl 1 2 Max R'n 99 99 Max 100% 79 79 Min R'n 20 2D Min 100°I° 79 79 DL R'n 20 20 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 183 1 3'10" 21 1970 100% 0.09 M(ft-Ibs) 196 1 1' 12" 21 6250 100% 0.03 LtRn(Ibs) 198 0 0' D" 21 1799 100% 0.11 See Note #5 RtRn(Ibs) 198 0 3' 11" 21 1799 100% 0.11 See Note #5 LLDefI(in.) 0.00 1 1' 12" 21 0.10 020119 TLDefI(in.) 0.00 1 1' 12" 21 0.20 016095 USE: WI 60 16.00" (a.24" o.c. ~ APA-16"PRI-601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of fhe member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing /engfh based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per fhe building code, must be performed for commercial uses. 9. For analysis of web openings, allowable and design shear are calculated in accordance with APA EWS Performance Standard PRI-400. 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: 10=D, 20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%,70=D+100%+125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) __ _ _ _ Page l of 2 LUMBER LIMITED RICHARD TlNGLEY 15 Nov 2001 2:07 pm 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©9996-2001 Georgia-Pacific Corporation Version: 3.2 12. Group =Load Combination Number + Load Pattern number. (r=or simple span Load pattern = 1 for LL 0 for DL). Page 2 of 2 __ LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 2:08 pm 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©9996-2009 Georgia-Pacific Corporation Version: 3.2 Project : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F6 Desc Usage : Joist(Floor) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL = L/480 TL = L/240 Composite Action : No i LOADS Project Design Loads :Floor: Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End 5pan# Starts Ends Additional Info Spcg Sen Uniform(psf) 50 * 40 100% 0 0' 0" 4' 7 9116" 24" o.c. Base Uniform Load (Spacing Sensitive) Dimensions measured from left end when span# is 0, otherwise from left end of the specified span SUPPORTS(Ibs) 1 2 Max R'n 232 232 Max 100% '185 '185 Min R'n 46 46 Min 100% 185 185 DL R'n 46 46 Min Brg(in.) 1.75 1.75 Stiffener NO NO SUPPORTS(pl~ 1 2 Max R'n 116 116 Max 100% 93 93 Min R'n 23 23 Min 100% 93 93 DL R'n 23 23 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 217 1 0' 2" 21 1970 100% 0.11 M(ft-Ibs) 268 1 2' 4" 21 6250 100% 0.04 LtRn(Ibs) 232 0 0' 0" 21 1799 100% 0.13 See Note #5 RtRn(Ibs) 232 0 4' 8" 21 1799 100% 0.13 See Note #5 LLDefI(in.) 0.00 1 2' 4" 21 0.12 015834 TLDefI(in.) 0.00 1 2' 4" 21 0.23 012667 USE: WI 60 16.00" t~24" o.c. (APA-16"PRI-601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide Lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 10. Load Combinations: 10=D, 20=D+100%, 30=D+115%,40=D+125%, 50=D+133%, 60=D+100% +115%, 70=D+100%+125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 11. Group =Load Combination Number + Load Pattern number (For simple span Load pattern = 1 for LL 0 for DL) _ __ __. __ _ _ __ _ _ _ _. o.,,.,, ~ ,.< ~ LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 2:08 pm 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version: 3.2 Project : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F7 Desc Usage : Joist(Floor) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL = L/480 TL = L/240 Composite Action : No ._.. , ~ ~aiii psi ...... , i~lii pi;i LOADS Project Design Loads :Floor: Live=40 psf, Dead=10 psf,~ Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start End Span# Starts Ends Additionallnfo Spcg Sen Uniform(psf) 50 40 100% 0 0' 0" 2' 2 3/4" 24" o.c. Base Uniform Load (Spacing Sensitive) *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified soap. SUPPORTS(lbs) 1 2 Max R'n 111 111 Max 100% 89 89 Min R'n 22 22 Min 100% 89 89 DL R'n 22 22 Min Brg(in.) 1.75 1.75 Stiffener NO NO SUPPORTS(pl~ 1 2 Max R'n 56 56 Max 100% 45 45 Min R'n 11 11 Min 100% 45 45 DL R'n 11 11 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 97 1 0' 2" 21 1970 100% 0.05 M(ft-Ibs) 62 1 1' 1" 21 6250 100% 0.01 LtRn(Ibs) 111 0 0' 0" 21 1799 100% 0.06 See Note #5 RtRn(Ibs) 111 0 2' 3" 21 1799 100% 0.06 See Note #5 LLDefI(in.) 0.00 1 1' 1" 21 0.06 U42527 TLDefI(in.) 0.00 1 1' 1" 21 0.11 L/34022 USE: WI 60 16.00" (a~24" o.c. f APA-16"PRI-601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES i. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support of the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Maz R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shat! be verified (by others). 7. When required by the building code, a registered design professional or building off-rcial should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 10. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115°/,, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 11. Group =Load Combination Number + Load Pattern number (For simple span Load pattern = 1 for LL 0 for DL) LUMBER LIMITED RICHARD TiNGLEY 15 Nov 2001 2:09 pm 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version: 3.2 Project : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : BM-1 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No __.. r:Pl:i E~s:i .....". C.i!}0 nisi LOADS Project Design Loads : Floor: Live=40 psf, Dead=10 psf,• Live+Dead Ld(7) Live Ld(L) 4DF Location' # Shape @Start @End @Start ~a End Span# Starts Ends Addition al Info 1 Uniform(plf) 715 572 100% 0 0'0" 18' 7 3i4" Uniform(plf) 22 0 0 0 18' 7 3/4" Self Weight _ 'Dimensions measured from left end when Span# is D otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 6870 6870 Max 100% 5333 5333 Min R'n 1537 1537 Min 100% 5333 5333 DL R'n 1537 1537 Min Brg(in.) 1.98 1.98 [Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 5780 1 1' 6" 21 15960 100% 0.36 M(ft-Ibs) 32023 1 9' 4" 21 53334 100°io 0.60 LtRn(Ibs) 6870 0 0' D" 21 12128 100°% 0.57 See Note #5 RtRn(lbs) 6870 0 18' 8" 21 12128 100°!° 0.57 See Note #5 LLDefI(in.) 0.45 1 9' 4" 21 D.62 U492 7LDeff(in) 0.59 1 9' 4" 21 0.93 U382 USE: GPLAM 2.0E 1.75x16.00" 3 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design va/id for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'secfion above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify That load is applied at top or equally from both sides. 10. Nail plies together with 16d nails @ 12" o% along top and bottom edges and thru center. Nail from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133°l°, 60 = D + 100% + 115°l°, 70 = D + 100% + 125% ,80=D+100%+133%, 90=D+100%+115%+133%/2,100=D+100%+115%/2+133%,110=D+Commercia/Ld(i00%) 13 Group -Load Combination Number + Load Pattern number. (For simple span Load pattern = 1 for LL, 0 for DL). LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 2:35 pm 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904}356-5440 _FASTBeam® Engineering Analysis ©7996-2009 Georgia-Pacific Corporation Version: 3.2 Project : 8758.FBD information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : BM-2 Desc Usage : Beam(Floor) Repetitive : No Spacing tin.) : 24.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No LOADS Project Design Loads : Floor.• Live=50 psf, Dead=15 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location"' # Shape @Start @End @Start@End Span# Starts Ends Additionallnfo Spcg yen Uniform(psf) 65 50 100°1° 0 0' 0" 8' 2" 24" o.c. Base Uniform Load (Spacing Sensitive) 1 Uniform(p1f) 260 208 100% D 0'D" 8' 2" Uniform(plf) 15 0 0 0 8' 2" Self Weight "Dimensions measured from left end when span# is 0 otherwise from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 1652 1652 Max1D0% 1258 1258 Min R'n 394 394 Min 100% 1258 1258 DL R'n 394 394 Min Brg(in.) 1.50 1.50 [Based on bearing stress bel ow] Brg Str(psi) 565 565 DESIGN Value Span X Group Aliow LDF Ratio V{!bs) 1054 1 1' 6" 21 10640 10D°io 0.10 M(ft-Ibs) 3373 1 4' 1" 21 35556 100% 0.09 LtRn(Ibs) 1652 0 0' 0" 21 6921 100% 0.24 See Note #5 RtRn(Ibs) 1652 0 8' 2" 21 6921 100°l° 0.24 See Note #5 LLDefI(in.) 0.02 1 4' 1" 21 0.27 V5551 TLDefI(in) 0.02 1 4' 1" 21 0.41 V4226 USE: GPLAM 2.0E 1.75x16.04" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specificafions for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shalt be verified (by others). 7. When required by fhe building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber producf has been sized for residential use. A concentrated load check, per fhe building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 16d nails @ 12" o% along top and bottom edges and fhru center. Nail from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10=D, 20=D+100%, 30=D+115%, 40=D+125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%12 + 133%, 110 = D + Commercial Ld (100%) 13 Group -Load Combination Number + Load Pattern number. (For simple span Load pattern = 1 for LL, 0 for DL). _ _ __ _ _ Page 1 of 1 LUMBER LIMITED RICHARD T(NGLEY 15 Nov 2001 2:14 pm 2175 WEST 18TH ST , JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analtrsis ©1996-2001 Georgia-Pacific Corporation Version: 3.2 Project : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : BM-3 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL = Ll360 TL = U240 Composite Action : No LOADS Project Design Loads : Floor.• Live=50 psf, Dead=15 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 65 50 100% 0 0' 0" 8' 4" 24" o.c. Sase Uniform Load (Spacing Sensitive) 1 Uniform(plf) 618 494 100% 0 0'0" 8' 4" 2 Uniform(p1f) 1'10 0 100% 0 0'0" 8' 4" 3 Concentrated(Ibs) 4016 3213 100% 0 5' 8" 4 Partial(plf) 110 0 100% 0 5' 8" 8' 4" 5 Partial(plf) 813 650 100% 0 5' 8" 8' 4" 6 Concentrated(Ibs) 2720 2176 100% 0 7' 0" Uniform(plf) 15 0 0 0 8' 4" Self Weight 'Dimensions measured from left end when Span# is 0 otherwise, from left end of the specified span. SUPPORTS(!bs) 1 2 Max R'n 5750 10719 Max 100% 4130 7946 Min R'n 1619 2773 Min 100% 4130 7946 DL R'n 1619 2773 Min Brg(in.) 2.19 4.08 (Based o n bearing stress below] Brg Str(psi) 750 750 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 5006 1 6' 8" 21 10640 100% 0.47 M(ft-Ibs) 18573 1 5' 8" 21 35556 100% 0.52 LtRn(lbs) 5750 0 0' 0" 21 21000 100% 0.27 See Note #5 RtRn(Ibs) 10719 0 8' 4" 21 21000 100% 0.51 See Note #5 LLDefI(in.) 0.09 1 4' 2" 21 0.28 U1137 TLDefI(in.) 0.12 1 4' 2" 21 0.42 0838 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifrcations for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. B. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 16d nails @ 12" o% along fop and bottom edges and thru center. Nail from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100°I° + 115%, 70 = D + 100% + 125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 13 Group =Load Combination Number + Load Pattern number. (For simple span Load pattern = 1 for LL, 0 for DL). LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 2:15 pm 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©9996-2009 Georgia-Pacific Corporation Version 3 2 Pro)ect : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : BM-4 Desc Usage : Beam(Floor} Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No LOADS Project Design Loads :Floor: Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location' #_ Shape @Start @End Start End Span# Starts Ends Additional Info 1 Concentrated(Ibs) 1739 1391 100% 0 2' 0 3i4" 2 Concentrated(Ibs) 828 662 100% 0 4' 0 3/4" 3 Concentrated(Ibs) 828 662 100% 0 6' 0 3/4" Uniform(plf) 11 0 0 0 7' 8 3i4" Self Wei ght "Dimensions measured from left e_nd when Span# is 0, otherwise from left end of the specified span SUPPORTS(!bs) 1 2 Max R'n 1888 1591 MaX 100% 1477 1239 Min R'n 411 352 Min 100% 1477 1239 DL R'n 411 352 Min Brg(in.) 1.50 1.50 [Based on bearing stress below) Brg Str(psi) 660 660 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1876 1 1' 2" 21 7896 100% 0.24 M(ft-Ibs) 4103 1 4' 1" 21 20246 100% 0.20 LtRn(Ibs) 1888 0 0' 0" 21 8085 100% 0.23 See Note #5 RtRn(Ibs) 1591 0 7' 9" 21 8085 100% 0.20 See Note #5 LLDefI(in.) 0.04 1 3' 10" 21 0.26 V2167 TLDefI(in.) 0.05 1 3' 10" 21 0 39 V1699 USE: GPLAM 2.0E 1.75x11.88" 2 Plies Grade, Depth, Plies selected by user G-P LAM tm Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 16d nails @ 12" o% along top and bottom edges. Nail from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. i2. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%I2 + 133%, 110 = D + Commercial Ld (100%) 13. Group =Load Combination Number + Load Pattern number (For simple span Load pattern = 1 for LL 0 for DL) LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 2:17 pm 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©9996-2001 Georgia-Pacific Corporation Version 3 2 Pro)ect : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : BM-5 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No .1.. , ~c~~ ~,~ LOADS Project Design Loads : Floor.• Live=40 psf, Dead=10 psf,• Live+Dead Ld(Tj Live Ld(L) LDF Location* # Shape @Start @End @Start End Span# Starts Ends Additionallnfo 1 Concentrated(Ibs) 1888 1510 100% 0 14' 4 3/8" 2 Partial(plf) 260 208 100% 0 0' 0" 14' 4 3/8" Uniform(plf) 11 0 0 0 14' 11" Self Weight __'Dimensions measured from left end when Span# is 0 otherwise from left end of the specified span LOAD PATTERNS (* =span loaded) 1 2 1 '1 x 3 SUPPtJRTS(IbsJ 1 2 Max R'n 1701 4270 Max 100% 1343 3341 Min R'n 171 928 Min 100% -186 1343 DL R'n 357 928 Min Brg(in.) 1.50 3.00 [Based on bearing stress belowl Brg Str(psi) 660 660 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1676 1 11' 9" 21 7896 100% 0.21 M(ft-Ibs) 5337 1 6' 6" 22 20246 1 DO% 0.26 LtRn(Ibs) 1701 0 0' 0" 22 8085 100°l0 0.21 See Note #5 IntRn(Ibs) 4270 0 12' 11" 21 8085 100% 0.53 See Note #5 LLDefI(in.) 0.14 1 6' 6" 22 0.43 U1098 TLDefI(in.) 0.17 1 6' 6" 22 0.65 U898 LLDefI(in.) -0.06 2 2' 0" 22 0.20 2U748 TLDefI(in.) -0.07 2 2' 0" 22 0 20 2U670 USE: GPLAM 2.0E 1.75x11.88" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'secfion above. 6. Bearing Length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 16d nails @ 12" o% along top and bottom edges. Nail from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Allowable upward deflection for cantilever is the greater of 0.20" or the cantilever span (inches) multiplied by 2 and divided by the factor shown in Max Defl (located above beam drawing). 13. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 1 DO = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) LUMBER LIMITED RICHARD TlNGLEY 15 Nov 2001 2:17 pm 2175 WEST 18TH 5T ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2009 Georgia-Pacific Corporation Version: 3.2 14 Group Load Combination Number + Load Pattern number (For simple span Load pattern = 1 for LL 0 for DL). - -- _.. _.. ....._.. _ -.. _.. _._. .. _. ... _. _... _... ._... _... -pa va ~ nf.9 _. __.. _... .. _._.. _._ LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 2:22 pm 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBealn® Engineering Analysis ©9996-2001 Georgia-Pacific Corporation Version 3 2 Pro]ect : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : BM-6 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L1240 Composite Action : No s,-r~, ~s~, i,~ E;.Lt", 'iifi psi u.0", "~aa ~~<:, :' 1 ' lii" I~' 'I t l 3;:g.. LOADS Project Design Loads :Floor: Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start End Start @End S pan# Starts Ends Additional Info 1 Concentrated(Ibs) 5751 4601 100% 0 3' 1 3/4" 2 Concentrated(Ibs) 1491 1193 100% 0 11' 9 5/8" 3 Concentrated(Ibs) 1478 1182 100% 0 16' 9 3/4" 4 Partial(plf) 260 208 100% 0 11' 9 5/8" 28' 4 3/4" 5 Partial(plf) 220 0 100% 0 3' 0" 28' 4 3/4" 6 Partial(plf) 602 482 100% 0 3' 0" 28' 4 3/4" 7 Partial(plf) 195 156 100% 0 3' 0" 16' 9 3/4" 8 Partial(pff) 231 185 100% 0 3' 0" 28' 4 3/4" 9 Concentrated(Ibs) 8501 0 100% 0 28' 4 3/4" Uniform(plf) 29 0 0 0 28' 4 3/4" Self Weight 'Dimensions measured from left end when Span# is 0 otherwise from !eft end of the specified span LOAD PATTERNS (* =span loaded) ;' 2 Y SUPPORTS(Ibs) 1 2 3 Max R'n 13377 35636 9709 Max 100% 9442 24145 2842 Min R'n 3879 11491 0 Min 100% -56 3243 -6867 DL R'n 3934 11491 6867 Min Brg(in.) 2.55 6.79 1.85 [Based on bearing stress below] Brg 5tr(psi) 750 750 750 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 18484 1 19' 10" 21 21280 100% 0.87 M(ft-Ibs) 70936 1 21' 6" 21 71112 100% 1.00 LtRn(Ibs) 13377 0 0' 0" 22 42000 100% 0.32 See Note #5 RtRn(Ibs) 9709 0 28' 5" 23 42000 100% 0.23 See Note #5 IntRn(Ibs) 35636 0 21' 6" 21 42000 100% 0.85 See Note #5 LLDefI(in.) 0.70 1 10' 9" 22 0.72 U368 TLDefI(in.) 1.02 1 10' 9" 22 1.08 U254 LLDefI(in.) -0.05 2 3' S" 22 0.23 U1675 TLDefI(in.) -0.07 2 3' 5" 22 0.34 U1270 USE: GPLAM 2.0E 1.75x16.00" 4 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicab/e Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Confinuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. d. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concenfrafed load check, per the building code, must be performed ___ - __. _ _ _- Pa~elof2_ LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 2:22 pm 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version: 3.2 for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Bolt plies together w/ 2 rows of 1/2" dia. bolts & washers 2" from edges @ 24" o% staggered. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 13 Group =Load Combination Number+ Load Pattern number. (For simple span Load pattern = 1 for LL, 0 for DL). ,,,+~ TOP CHORD 2x4 SP #2 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. WEBS 2x4 SP #3 H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. W4X4 1-4-3 3 III 2-5-3 ~8-1-8 ~2-0-0~ 11-0-0 -10-0 19-10-0 Over 2 Supports R=943 U=531 W=7.625" R=828 U=375 H=Simpson HUS26 w/ (06)lOd_COM_OR_16d_SINK_(0.148x3) in Truss w/ (14)lOd_COM_OR_16d_SINK_(0.148x3) in Girder Girder is (1)2X6 min. So.Pine PLT TYP. Wave TPI-95 DesignACriteria: TPI STD 19.5a OTY:1 FL - 4 - E - - Scale =.3125" Ft. **WARNING`* TRUSSES ftEOU[RE E%TREME CARE IN FABRICATION, HANDL iNG, SHIPPING, INSTALLING AND T C L L 2 0. 0 P S F R E F R 2 3 5-- 4 8 6 9 4 BRACING. REFER TO HIB-91 (H ANOLI NG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ~+~Mr PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `° `• T C D L 7 .0 P S F D A T E 1 1/ 2 0/ 0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI61D CEILING. vq:`•r~y~ gC DL 5.0 PSF DRW HCUSR235 01324323 '*[MFORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN6INEEREG ~F • PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ~ :'~~[r ~~~}~ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ~ "~i~ AL P I N E BR AI;ING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = f Z ~ • # BC LL 10.0 PSF HC-ENG /MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ]; ~ f,ONNEGTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, E%CEP7 AS NOTED. APPt.Y CONNECTORS TO Z 9 °.~'~~ T[•~ (~~ T 0 T. L D. 4 2. 0 P S F S E A N - 2 1 9 9 0 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER & ~ ~ `, • ~/ DRAWINGS 16D A~2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING -~/~:•'~~`QR,O• ~.,~~ D U R . F A C . 1 . 2 5 F R 0 M R C T Alpine Enguteered Products, InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHORN. THE SUITABILITY AND USE OF THIS t~ ~~~•••~~ ~' Haines Crty, FL 33844 COMPONENT FDR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ~ Yp E S P A C I N G 2 4 . 0 " FL Certificate of Authorization#567 ANSI/TPI 1 1995 sECTIDN z. NoV w••~A (87588-JIM STRANAHAN - A9 ~ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ** WARNING! MID-PANEL DEFLECTIONS EXCESSIVE ** TRUSS HAS VERTICAL DEFLECTION OF -0.50" DUE TO LIVE LOAD AND 0.09" DUE TO DEAD LOAD. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. W4X4 = W4X6 = 1-4-3 2-5-3 8-1-8 ~2-0-0~ (, 9-0-0 I 4-0-0 I 6-10-0 J ~~19-10-0 Over 2 Supports _-- ~ R=943 U=528 W=7.625" R=828 U=404 H=Simpson HUS26 w/ (06)lOd_COM_OR_16d_SINK_(0.148x3) in Truss w/ (14)lOd_COM_OR_16d_SINK_(0.148x3) in Girder Girder is (1)2X6 min. So.Pine PLT TYP. Wave TPI-95 DesignACriteria: TPI STD 19.5a QTY:1 FL - 4 - E - - Scale =.3125" Ft. **WARNINC,** TRUSSES REQUIRE EX Tft EME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND T C L L 2 0. 0 P S F R E F R 2 3 5-- 4 8 6 9 5 BRACING. REFER TO HIB-91 (NANDL LNG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO .,.rN~MAY• TC DL 7.0 PSF DATE 11/20/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED I,~`"t_ ~~j,~7hy STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. VF`•'••••"~~ BC DL 5.~ PSF DRW HCUSR235 01324324 *IMFORTANT`* fURNl SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f *PRGDUf,TS, INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION fROM THIS DESIGN; ANY FAILURE TO F • 4~~ ~' a~~j~ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND s C~ B C L L 1 0.0 P S F H C - E N G / M MA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN p * i = i SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ~r CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO = y :~ -'tA ~ ~~ T 0 T . L D . 4 2 .0 P S F S E Q N - 2 1 9 9 2 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER {(n DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s ~/~'. A_ pR,OP= ~~ D U R . F A C . 1 . 2 5 F ROM R C T Alpine Engineered Products, I11C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ~ V ~.~~ FIffinCS L.'ItY, FL 33844 COIAPONENT FOR ANY PARTICULAR DUILD[NG IS THE RESPONS[B IL ITY Of THE BUILDING DESIGNER, PER N ~ }jgE~jEt1 S P A C I N G 2 4 . 0 " FL Certificate of Authorization#567 ANSI~TPt I-1995 sECTIDN z. .,,, ,, ,,,,,, ,, ,,~,,.~~„ .,, ,... ~,,..n,~rr„ ,.~n~~r i~ n.nc a nrurucrnucr cRRMTTTF(1 RV TRIICC MFR ~Z7/~23D-V lI'I JIL(HIV HfT HIV - H1V J TOP CHORD 2x4 SP #2 :T1 2x4 SP #2 Dense: BOT CHORD 2x4 SP #1 Dense WEBS 2x4 5P #3 #1 HIP SUPPORTS 7-0-0 JACKS AT LEFT END AND 4-10-0 JACKS AT RIGHT END. JACKS HAVE NO WEBS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 110 MPH WIND, 10.72 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST TNAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. W4X7 = Wl .5X3 III W4X6 . ) ai 1-4-3 ~2-0-0~ -0-0 ~ 8-0-0 R=1693 U=817 W=7.625" 19-10-0 Over 2 Supports 4-10-0 2-5-3 ~8-1-8 R=1740 U=792 H=Simpson HUS26 w/ (06)lOd_COM_OR_16d_SINK_(0.148x3) in Truss w/ (14)lOd_COM_OR_16d_SINK_(0.148x3) in Girder Girder is (1)2X6 min. So.Pine PLT TYP. Wave TPI-95 DesignAC~)iteria: TPI STD 19..5a OT`f:l FL - 4 - E - - Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE E%TREME CARE IN FABft [CATION, HANDLING, SHIPPING, INSTALLING AND PUBLISHED BY TPI (TRUSS PLATE BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) T C L L 2 0. 0 P S F R E F R 2 3 5-- 4 8 6 9 6 , . PERFORMING THESEDFONCOTIONSnRUNLESSTOTHERW[SEDINDNCATED, TOPICHORDFSHALLFHAVEPPROPERLY ARTORHED T C D L 7 . 0 P S F DATE 1 1/ 2 0/ 0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIU CEILING. **[MPORTA NT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F I RE TO B C D L 5 , 0 P S F D R W HCUS R235 01324325 A L P I N A LU PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND S' (NATIONAL DESIGN BRACING OF TRUSSES f~ E C L L 1 0. O P S F H C - E N G / MMA E . SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO TOT . L D . 4 2 . 0 P S F S E O N - 2 1 9 9 4 Alpine Engineered Produc ts InC EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS Io0 A~2. THE SEAL ON THIS RRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING THE SUITABILITY AND USE OF THIS N SHOWN RESPONSIB IL [TY SOLELY FOR THE TRUSS COMPONENT DE SIf D U R . F A C . 1 . 2 5 F ROM R C T Haines City, FL 33&1 FLCer[ificateofAuthorizatio , . 4 n#567 . i fOMPONENT FOR ANY PARiIf.ULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OE SIGNER, PER ANSI/TPI 1 1995 sccTIGN 2. N S P A C I N G S E E A B 0 V E WZX4 III ' O/~tl[S-i)11"I JIKHIVHL7 HIV - L511 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W1.5X3 III W1.5X3 III 1-4-3 IM1J UWI~ Yttt YHKCU CKUI'I 1, VI'IYUICt( IIY f"UI (L VHUJ tl U11'IC ~YJi vIY .~J ~u u~~ii~~v ~i li~~..., ,~~... 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. 6 F- W2.5X4 2-10-3 8-1-8 W4X4 ~-2-0-0~ 3 0 0 Over 2 Supports R=264 U=180 W=7.625" R=92 U=180 H=Simpson HUS26 w/ (06)lOd_COM_OR_16d_SINK_(0.148x3) in Truss w/ (14)lOd_COM_OR_16d_SINK_((,O.JB48x3) in Girder PLT TYP. Wave TPI-95 Girder is (1)2X6 min. Sc~.~sii'~n Cr)literia: TPI STD 19.5a QTY:4 FL - 4 - E - - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0. 0 P S F R E F 8 2 3 5-- 4 8 6 9 7 Bft ACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR IO Dft., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ..WMa~M PERFORMING THESE FUNL'TIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1~`'~~,~ I C D L 7.0 P S F D A T E 1 1/ 2 0/ 0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ~ V ,t ~ r/i_ b '*IMPOR TANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED `I '7~ U C D L 5 . 0 P S F D R W HCUSR235 01324326 PR ODU L'T S, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ~ •• ••• qT~,~~t,. A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND + ;F '~•~ ~~s BC LL 10.0 PSF HC-ENG MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS N[TH APPL IC ABLE PROVISIONS OF ND S' (NATIONAL DESIGN 2 +t = ~ S ~ / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1; Z CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO L A e p (~.j Q' TOT . L D. 4 2 . 0 P S F S E A N - 2 1 9 9 6 DR AWINGSE160 AR USS. ATONE USEAL SONTTMISIDR AWOL NGTINOOI LATE SSACCE PT ANCE OOFTPR OFEOS SI ONAOLRE NGINEERING ~C~s~ ~ Of~~Qp'~~~~ D U R . F A C . 1 .2 5 F R 0 M R C T Alpine Engineered Products, InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS '}„ ~ ~'.` H8ITICS CIty, FL 33844 COMPONENT FOR ANY PART[C.ULAR BUILDING IS THE RESPONSIBILITY OF THE OUILD[NG DESIGNER, PER (loy ~~"~~.E~I~~~ SPACING 24.0° FL CCrI1SC8tC OFAUt}10177.anOn II SF)~I ANSIJTPI 1-1995 SECTION 2. ~'wi~~.vw~ (8758B-JIM STRANAHAN - 812 THIS D4lG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SEE DWGS S11015EN0699 & GBLLETIN1001 FOR MORE REQUIREMENTS. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W2.5X 1-0-4 W1.5X3 III W1.5X3 III 4 ~ 6 f 2-6-4 8-1-8 W1.5X3 III W2.5X4 W1.5X3 III 3-0 0 Over Continuous Sup ort R=80 PLF U=60 PLF W=3-0-0 B ~ PLT TYP W TPI-95 D TPI STD i C i i OTY:1 19 5 F L - 4 - E - - 375" Ft. Scale = . ave es gn r ter a: . a . '*WARNING** TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANU BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 2 0. 0 P S F R E F R 2 3 5-- 4 8 6 9 8 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719J, f0A SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTR ERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,`,.MMM~~!Mry` 1~ '~'J"d'/ ' ~ ~~w. TC DL 7. 0 PSF DATE 11/20/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS OE SIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAILURE TO ~ v 7 * /f, 0 1~F~ : I~ ~4 •`•••••• * ~ p l>C D L 5 . 0 P S F D R W HCDSR235 OI 324327 , . ; _ ,, ~~ C~ A L P I N E BUILD THE TRUSSES IN CONFORMANCE N[TH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND S' (NATIONAL DESIGN l ) = • ~ ~ B 1, L L 1 O , O P S F H C - E N G / MM A SPECIFICATION PUBLISHED DY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Z t ~ N - 2 2 0 0 1 CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO t~, i~ ~ ~ ~ T 0 T . L D . 4 2. 0 P S F S E Q Alpine Engineered Products Inc. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER RESPONSIBI60[TY SOLELYTFORSTHE TRUSSICOMPONENT DEDSIGNTSHOWNCEPTANHE OSUITAB[LITYOAND USEIOfETHIS ~~ ~ : V ~~S :!~l Rl a ~`~a` `P D U R . F A C . 1 . 2 5 F ROM R C T , IlanRe$ Cih', FI. 33844 FLCertifica[eofAuthoriza[ion#567 COMPONENT fOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ArvstlTPl 1-1996 secTton z. , c N 0 V nf~ "~,,,~` ,,,,, w S PA CING 2 4 .0 " t3/5tS [S-J1M JIItANAMAN - tJl.i TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #2 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 1-4-3 W1.5X3 III ~-2-0-0 ~E 7-0-12 _I --7-0-0 Over 3 Supports R=413 U=227 W=7.625" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU8M111tU dY IKUSS MF K. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. 12-7-12 R=169 U=203 4-10-3 8-1-8 R=111 U=180 PLT TYP. Wave TPI-95 DesignECri~teria: TPI STD i9.5a GTY:5 T FL - 4 - E - - Scale =.375" Ft. *'WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 1 C L L 2 0. 0 P S F R E F R 2 3 5-- 4 8 6 9 9 BRACING. REFER TO HIU-91 (HANDLING INSTALLING ANU BRACING), PUBLISHEU BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ~~~'~ T C D L 7.0 P S F D A T E 1 1/ 2 0/ 0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,` `' ~Q STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ~ V~ -; ~7J/~_ 'IMPORTANT** FUR NI SN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED nn~~Q ~Y B C D L 5 .0 P S F D R W HCUSR235 01324328 kPR000f.T 5, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ~ ~~~F, ••• • j~~ ~ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND l C~ B C L L 1 ~ . 0 P S F H C - E N G / MMA %~ A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = • : ~ ; SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO >;~~, n ~ ~Q TOT.LD. 42.0 PSF SEAN - 22003 EAI;H FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ~~ -S/L• DRAWINGS 160 A-Z. THE SEAL oN THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =~/~ •fiL p~OP' 'a~ D U R . F A C . 1 . 2 5 F ROM R C T Alpine Engineered Products, IIIC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ~}~G~' .~••~ ,~^ llalae$ Clty,FL 33$44 f,OMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N C yt~(T R~ EN S P A C I N G 2 4 . 0 " FL Certificate of Authorization#567 ANSI(rPI 1-19y5 sECrION z. ,~~~~„ (8758B-JIM STRANAHAN - HJ14 D45 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 1-3-14 W1.5X3 III ~2-9-15 ,IE 9-11-9 J 9-10-13 Over 3 Supports R=510 U=612 W=10.784" 12-7-11 R=237 U=382 4-9-14 8-1-8 R=393 U=276 ( - HJ14 D45) PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a OTY:2 FL - 4 - E - - Scale =.375" Ft. **WARN[N6** TRUSSES REQUIRE E%TREME CAftE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANO T C L L 2 0. 0 P S F R E F R 2 3 5-- 4 8 7 0 0 BR ACI N6. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ~~~~„" T C D L 7 .0 P S F D A T E 1 1/ 2 0/ 0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ~`~s~'~•~~ B C D L 5.O P S F D R W HCUSR235 01324329 *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Q~ ~j *B UOI LODCTHE TRUSSESAIN CONFORMANCEOWIiBL TPIOR OR ANFABRICATINGN HANDLINGS DSHIPP[NG,AINSTALLINGE AND ~ 1~.~~~ Ard'ti• A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN r+ _ ~ B C L L 1 0.0 P S F H C- E N G / M MA SPECIFICATION PUBLISHED BY THE AMERIf. AN FDRE ST AND PAPER ASSOCIATION) AND TPI. ALPINE ~ + _ CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ~A,/~w ~ -~ !'`~.I~~ TOT.LD. 42.0 PSF SEAN 22005 DR AWINGSE16O ARZ SS. ATOE USEAL SONTTHIS IDR AWIO NGTINDO]CATESSADCCEPT ANCE OOFTPR OFEONNONALOREN6I NEERI NG ~~y S ~~ ~ r v Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ~,~s,: .~ ~R1Q~ ~~ D U R . F A C . 1 . 2 5 F R O M R C T HamesCity,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESiGNER, PER NOV R~~ ENG SPACING SEE ABODE FL Certificate of Authorization#Sb7 ANS17TPI 1-1996 secnuN z. ~, 110 MPH WIND, 10.70 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. (8758B-JIM STRANAHAN - CJ15 2L 1R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #2 (DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 1-4-3 W1.5X3 III ~2-0-0 _~,~ 5-1-3 _I -5-0-7 Over 3 Support s R=336 U=197 W=7.625" 11-8-0 R=114 U=180 3-10-6 8-1-8 R=77 U=180 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. C l PLT TYP Wave TPI-9 5 D i C it i TPI STD 19 5a QTY:3 F L - 4 - E - - Scale 375" Ft. = . es gn r er a : . . *WARNING** TRUSSES REQUIRE EX Tft EME CARE IN FARRICATINN, HANDLING, SHIPPING, INSTALLING AND * T C L L 2 0 0 P S F R E F R 2 3 5-- 4 8 7 0 1 BR ACING. REf ER TO HIB -91 (H ANULI NG INSTALLING AND BRACING), PUBLISHED DY TPI (TRUSS PLATE . INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .rM~ ~ IM'_ T C D L 7 . 0 P S F D A T E 1 1 / 2 0 / 0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. XPROD OR SA NI NC SHARLINOTADEDRESPONSIHLEDFORGNANOY TDEVIATIONLFROMNTHOISTDES[GN AANYNEFANLUREETOD ~ ~ ~~~..... •''! ~ Q~~ ~ j I B C D L 5. 0 P S F D R W HCUSR235 01324330 . ; BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1 + V ~_~ B ~ ~ L 1 O O P S F N C - E N G / MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ; ~ { , SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE N - 2 2 0 0 7 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i~ ; ~ tr n T 0 T . L D . 4 2 . 0 P S F S E O Alpine Engineered Products I11C. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING THE SUITABILITY AND USE OF THIS RESP OfIS IBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN ~f ^S ~i/~j ;F[ ~~5~~'~~~ r~;~ ~ • D U R F A C. 1 . 2 5 F R O M R C T , I1a1neS ClIy, FL 33S4a FL Certificate of AuthorizationN567 . COMPONENT FUR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI~TPI i-I99s seeTIDN z. ~~ ~N N 0 ~ „ ~ SPA CING 24 .0 " lA7FRR-,1TM CTRANAHAN - r,11 F, 7R 21 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BV TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD Zx4 SP #2 WEBS 2x4 SP #2 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 1-4-3 ~2-0-0~3-1-3-~ 3-0-7 Over 3 Supports R=265 U=180 W=7.625" 10-8-0 R=51 U=180 2-10-6 8-1-8 R=43 U=180 ( - CJ16 2R 2L) PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a Ol-Y:~ FL - 4 - E - - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0, 0 P S F R E F R 2 3 5-- 4 8 7 0 2 BRACING. REFER TO HIB~91 (HANDLING INSTALLING AND BR ACINGj, PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO "^w PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,` l n~1T,~yAy~ IC DL 7.O PSF DATE 11/20/01 STRUCTURAL PANELS, BOTTOM CHDRD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ~ v~`•'•'~+; ~.J~ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ~~`~ZIFICq ••,~~ BC DL 5.0 PSF DRW HCUSR235 01324331 PRODUCTS, INC. SHALL NOT BE RESPONSIO LE FOR ANY DEVIATION FROM TH tS DESIGN; ANY FAILURE TO BUILD THE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND = t ~ r~•s: ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S • _ I~o.47182 S~ BC LL 10.0 PSF HC-EN6 /MMA %F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE i tK CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO tA•~ SIA~OF `4" TOT.LD. 42.0 PSF SEAN - 22009 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ~lT~'ti ~s+ m ~„ t~ DRAWINGS 1fi0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ~1•~s 'a ~ O11!0 ~ ~ + D U R . F A C . 1 . 2 5 F ROM R C T Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ~' TFR ~NC~~ Halnes City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BDILDING DESIGNER, PER (VO V ~ ~ S PACING 2 4 . 0 " FL Certificate ofAuthoriza[ionH567 ANStITPt 1-199s sECTtoN 2. ...,,.,... W1.5X3 III (A7FRR-,liM CTRANAHAN - f,117 7R 71 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #2 110 MPH WIND, 15.00 FT MEAN NGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 1-4-3 W1.5X3 III 6(- W1.5X3 III ~9-8-0 R=-74 U=180 1-10-6 ~8-1-8 R=20 U=180 ~2-0-0~~ 1 3~ 1 0 7 Over 3_~S~upports R=246 U=189 W=7.625" ( - CJ17 2R 2L) PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a OTY:4 FL - 4 - E - - Scale =.375" Ft. **WARN[NG** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ~ C L L 2 0 . 0 P S F R E F R 2 3 5-- 4 8 7 0 3 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 U'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO ~ ~ ~ C D L 7 . D P S F D A T E 1 1 / 2 0 / 0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SNAL I. HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATT ACNED RIGID CEILING. ~ ~ ~,....,~ **[MPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j'F'C "~ B C D L 5 , O P S F D R W HCUSR235 01324332 PRODUCTS, [NC. SHALL NOT DE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ~~•F~ 9 ~'.~ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND + • (~ ~~•: B C L L 1 0 , 0 P S F H C - E N G / MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROY[SIONS OF NDS (NATIONAL DESIGN ; SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 7P1. ALPINE '~ i CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L 9 •, t T 0 T. L D. 4 2. 0 P S F S E A N - 2 2 0 1 1 EAf,H FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER = (n : ~A~ Alpine Engineered Products,lnc. RESPONSIBROITY SOLELYTFORSTHE OTRUSSICOMPONENT DEDSIGNTSHOWN~EPTATME OSUITABRITYOANO USEIOFE7HIS ?~~(S~~}/C~'~/•~~to~CCo ~~~~i ~JUR.FAC. 1.25 FROM RCT i191IleS C][y, FI. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER NOV Ltry'I~`N~•+"~ SPACING 24.0" F1.t:Ci[ltll:3[e Of /~O[110I1Z3[lOn~567 ANSI/TPI 11995 SECTION 2. „K. CiiR MTTTCfI RV TRIICC MFR ~0/O06-J 11"I JittHIV HtI H IV - 1.J16 ltt ) ~~~, ., ,,,.,. ~~.~~.,~.~~ ~~..,,, ...., ~~~~~„ .,.. ... ~_.,. ..... .- __.._..___.. _, _-- TOP CHORD 2x4 SP #1 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = WEBS 2x4 SP #3 4.0 PSF. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 2-5-3 W1.5X3 III 11-8-0 R=58 U=180 3-10-6 8-1-8 R=63 U=180 ~2-11-3~ 2 10 7 Over 3 Supports R=121 U=180 H=Simpson HUS26 w/ (06)lOd_COM_OR_16d_SINK_(0.148x3) in Truss w/ (14)lOd_COM_OR_16d_SINK_(0.148x3) in Girder Girder is (1)2X6 min. So.Pine ( - CJ18 1R) PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a OTY:1 FL - 4 - E - - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EN TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND _~ ~!` BRACING. REFER 7U HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T V LL PO O PSF REF R235- -48704 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ~n PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,`GEII~ ~' T C D L 7 .0 P S F D A T E 1 1/ 2 0/ 0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ~v`~~"••'•~Iy ~ BC DL 5.O PSF DRW HCUSR235 01324333 *'IMFGRTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 ~ •`{`~ l'.~ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 6 • ~ ~) ~Ft~ ~ B L i_L l O.O P S F H C - E N G / MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE Pft OV ISIONS OF NOS {NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT . L D. 4 2 .O P S F S E A N - 2 2 0 1 3 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO L p :• ~, ^,~ _~ EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i (f^~ • ~•T •( P g DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PftOFESS]ONAL ENGINEERING = VIA =,~~;OP '~~~ D U R . F A C . 1 . 2 5 F ROM R C T AI ine En ineered Products, IriC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPO NENr DESIGN SHOWN. THE SUiTAB ILITY AND USE OF THIS t V ~( ~, ~ I'JHll1CS C1Iy,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BOILOING OES[6NER, PER N ~ ~~ EK~r S P A C I N G 2 4 . O " FL Certificate ofAu[horiza6onN567 ANS17rP1 1-I99s secrlow 2. '~~'E~IYYr SBC: 110 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00 2X4 BRACE (1) 1X4 "L" BRACE • (1) 2X4 °L" BRACE ' (2) 2X4 "L" BRACE •• (1) 2X6 "L" BRACE " (2) 2X8 "L" BRACE •• M ~-I GABLE SPACING VERTICA SPECIES L GRADE NO BRACES GROUP A GROUP B GROUP A GROUP H GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B rr~ 1 2 3' 11" 6' 10" 7' 0" 8' 1" 8' 4" 9' 8" 9' 11" 12' 9" 13' 1" 14' 0" 14' 0" v ~ SPF ~J3 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9' 8" 9' 8" 12' 2" 12' 2" 14' 0" 14' 0" ~ ~ STUD 3' 10" 5' 11" 5' I1" 7' 9' 7' 9" 9' 8" 9' 8" 12' i" 12' 1" 14' 0" 14' 0" w ® H F STANDARD 3' 10" 5' 1" 5' 1" 6' 8" 6' 8" 9' 0" 9' 0" 10' 5" 10' 5" 14' 0" 14' 0" ~..~ 1 4' 4" 6' 10" 7' 4" 8' 1" 8' 9" 9' 8" 10' 5" 12' 9" 13' 8" 14' 0" 14' 0" S P ly2 4' 3" 6' 10" 7' 4" 8' 1" 8' 9" 9' 8" 10' 5" 12' 9" 13' 8" 14' 0" 14' 0" 'd"I ~/3 4' 1" 6' 1" 6' 1" 8' 0" 8' 0" 9' 8" 10' 2" 12' 6" 12' 6" 14' 0" 14' 0" ~+ ~4 ~ DFL STUD 4' 1" 6' 0" 5' 0" 7' 11" 7' 11" 9' 8" 10' 2" 12' 4" 12' 4" 14' 0" 14' 0" ~ STANDARD 3' 11" 5' 2" 5' 2" 6' 10" 6' 10" 9' 2" 9' 2" ]0' 8" 10' 8" 14' 0" 14' 0" 1 2 4' 6" 7' 10" 8' 0" 9' 3" 9' 6" 11' 1" 11' 4" 14' 0" 14' 0" 14' 0" 14' 0" ~ - S P F #3 4' 5" 7' 3" 7' 3" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" ~ - STUD 4' S" 7' 3" 7' 3" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" W ® HF STANDARD 4' S" 6' 3" 6' 3" 8' 2" 8' 2" 11' 0" 11' 0" 12' 9" 12' 9" 14' 0" 14' 0" '~ 1 5' 0" 7' 10" 8' S" 9' 3" 10' 0° 11' 1" Ii' 11" 14' 0" 14' 0" 14' 0" 14' 0" = S P #2 4' 10" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' I1" 14' 0" 14' 0" 14' 0" 14' 0" W ~ #3 4' 8" 7' 5" 7' S" 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" `'~ DFL STUD 4' 8" 7' 4" 7' 4" 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" STANDARD 4' 6" 6' 4" 6' 4" 8' S" 8' 5" 11' I" 11' 3" 13' 1" 13' 1" 14' 0" 14' 0" ~ SPF 1 2 /~3 5' 0" 4' 10" 8' 7" 8' 5" 8' 10" 8' 5" 10' 2" 10' 2" 10' 6" 10' 2° 12' 2" 12' 2" 12' 6" 12' 2" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" H F STUD 4' 10" 8' 4" 8' 4" 10' 2" 10' 2" 12' 2" 12' 2" 14' 0" 14' 0" 14' 0" 14' 0" o STANDARD 4' 10" 7' 2" 7' 2" 9' 6" 9' 6" 12' 2" 12' 2" 14' 0" 14' 0" 14' 0" 14' 0" 1 5' 6" 8' 7" 9' 3" 10' 2° I1' 0" 12' 2" 13' 1" 14' 0" 14' 0" 14' 0" 14' 0" C S P #2 5' 4" 8' 7" 9' 3" 10' 2" 11' 0" 12' 2" 13' 1" 14' 0" 14' 0" 14' 0" 14' 0" `~ (~ #3 5' 1" 8' 7" 8' 7" 10' 2" 10' 9" 12' 2" 12' 10" 14' 0" 14' 0" 14' 0" 14' 0" r-+ DFL STUD 5' 1" 8' 6" 8' 6" 10' 2" 10' 9° 12' 2" 12' 10" 14' 0" 14' 0" 14' 0" 14' 0" STANDARD 5' 0" 7' 4" 7' 4" 9' 8" 9' 8" 12' 2" 12' 6" 14' 0" 14' 0" 14' 0" 14' O" DIAGONAL BRACE OPTION: VERTICAL LENGTH NAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 740 AT EACH END. NAX WEB TOTAL LENGTH IS 14'. VERTICAL LENGTH SHOWN IN TABLE ABOVE. CONNECT DIAGONAL AT ' MIDPOINT OF VERTICAL NEB. ALPINE ALPINE ENGINEERED PRODUCTS, INC. POMPANO BEACH, FLORIDA 2X4 SP OR DF-L STUD OR ~3, SPF .~1/~2 OR BETTER DIAGONAL BRACE; SINGLE OR DOUBLE CUT (AS SHOWN) AT UPPER END. BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE-PINE-FIR HEN-FIR 1 2 STANDARD 2 STUD 3 STUD 3 STANDARD DOUGLAS FIR-LARCH SOUTHERN PINE 3 3 STIlp STUD STANDARD STANDARD GROUP B: HEN-FIR 1 & BTR 1 SOUTHERN PINE DOUGLAS FIR-LARCH 2 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 115 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH 1." BRACE WITH lOd NAILS. 'I` FOR (l) °L" BRACE: SPACE NAILS AT 2" O.C. '. IN 18" END ZONES AND 4° O.C. BETWEEN ZONES ** FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. IN 18" END ZONES AND 8" O.C. BETWEEN ZONES. 'T." BRACING MUST BE A MINIMUM OF 807. OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" IX4 OR 2X3 GREATER THAN 4' 0", HUT LESS THAN 11' 8" 2X4 GREATER THAN 11' 6" 2.5X4 + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. REFER TO CHART ABOVE F'OR MAX GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS 511015E & GE-001 ^~WARNING~x~ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF SBC-GAB11015 INSTALLING AND BRACING. REFER T^ HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'DNDFRI^ DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS ^THERWISE INDICATED, ....,M, DATE 06/25/99 TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL -+ '1 HAVE A PROPERLY ATTACHED RIGID CEILING. J~" ~F`;,~9 DRWG 511015EN0699 ~><IMPDRTANT;r~ FURNISH A COPY DF THIS DESIGN TD THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS INC SHALL NDT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS QI~~F~C , . DESIGN ANY F ILUR ING ~ .Ck -ENG ; A E T^ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICAT , f Z HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 411 it1 S APPLICABLE PROVISIONS DF NDS (NATIONAL DESIGN SPECIFICATIIJN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA . f = t * s * 'L'OT 60 PSF LD ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPL7 CONNECTORS T^ EACH FACE OF p ~ STg1E OF . . TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER =(~ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPO SS COMPO ENT DESIGN SHOWN THE SIBI IT SO O T T = C~ ~•;f<~R1VP: Z Q . N L Y LELY F R HE RU N SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE t, _ `` t ~ •••• ~ ~( 0' SPACING 24 RESPONSIBILITY DF THE BUILDING DESIGNER, PER ANSI/TP] 1-1995 SECTION 2. ~ I FP F , . 2X6 "T • REINFORCING MEMBER pI,ATE SIZES r~~1f ~[ GABLE VERTICAL PLATE IF pypTE* I T D E 1, AI 1J SIZE OVERLAP ~'[~ ~t1~ 1J VERTICAL LENGTH ll 1~ 1X4 OR 2X3 2X6 BETWEEN CHORDS 2X6 LET-IN VERTICALS LESS THAN 4' 0.. O BUT 2X4 ~+ OR GREATER 'THAN ¢ 2.5X8 LE33 THAN 11 6 2.5X4 Ag UT + GREATER THAN it 6 TRUSS DESIGN FOR PEAK, O REFER TO ENGINE~E D pyATES_ SPLLCE, NEB AND OVERLAP, USE A s 1F GABLE VERTICAL PLATES WEB. SINGLE PLATE TO SPAN 'PHE ~ EXAUPLE- 2X¢ 2X4 2X8 v TOP C PROPERLY HAVE A ~~; Fl ENGIN~ERE DTPROD~ DESSGN~ ANY FAIL A~.PI~,IE HANDLING, SHIPPI ~~1 APPELLABLE PRD~ AMERICp653 DGR40 ASTN UNIt WC WC. TRUSS AND160 A' NEEREDPRO TS' EhG11EEH NG RE' ALPS ~P~gF,/,CH,FLORIDA SU]TABILITY ANI ` RESPOND PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "1'~~ REINFORCING MEMBER WITH HAND DRIVEN NAILS: O.C. PLUS CII RDd lOd COMMON TOENAILS oP AND BOTTOM COMMON TOENAILS 0.131" X 3~~' IN TOP GUN DRIVEN NAILS TOENAILS TOENAILS AT 4" O.C. PLUS (4) 80 70 70 TOENAIL ~_ 1. 0 7. EXAMPLE SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT 3 GABLE VERTICAL = 24~~ O.C. SP # SIZE = 2X4 107. = 1.10 ^T" REINFORCING ggM(FROM ABOVE) _ '^p" BRACE INCREA `1) 2X4 ~•I,'• BRACE LENGTH = 6 VERTICAL LENGTH MAXIMUM ..T,. REINFORCED GABLE 7, 3" 1.10 x 6' 7„ SBCCI GABLE 510015EN0699, SO80 S11015EN0699, 510030EN0699• 509030E'N0699, 719 & HG2629¢O3~j 511030EN0699, OR SBCCI ary6' GABLE DETAIL iASCE CES DRAWINGS GAB98117 LET-IN VERT UNREINFORCED GAD1-E 1~.AWING REPLA REF SEE APPROPRIATOR MAXIMUM THIS D ' Q6 J25 f 99 WIND LOAD) NGTH. DATE vER'17cAL LE GDLLETIN0699 DRwG HANDLING, SHIPPING. AR Luc CARE r. tNST ALLING AND BRACING~719)BFOR ED DLJ/K _.._ lµ^FABR]CATING, .. iraTED, -ENG ., .mcnN. WL. 53 ., n ~ .\~ . 2X4 „,I.. REINFORCING HEMBER TOENAIL 110 MYit 1~ 110 MPH 31 100 MPH 15 F"~ 10 MO10 PH 30 FT' 90 MPH 15 FT 90 MPH 30 FT 80 MPH ' TD "T° REINFDRCIN oN GABLES I NGTH (BASED TO CONVERT,FFA TOR BY LE SPACING) FOR (1) MULTIPLY GRADE AND VERTICAL SPECIEGROUP A. OBTAINED FROM THE 2X4 ,.L.. BRACE, GABLE DETAIL FOR ASCE OR APPROPRI D LOADINE VERTICAL SBCCI WIN GABLE MUM AlY~?'RABLE „Tv REINFORCQM CHORD GTH IS 14 FROM TOP T6 BOTT T,. BRAC LENGTH INCREASE W ~ EB AscE _..., •*r" REINF. SBCCI ~~ AND BOTTOM CHORD. ALPINE TO BE USED WITH THE APPROPRIATE DETAIL FOR ASCE OR SBCC] WIND LOAD. THIS DETAIL A07015EN00699 GABLE DETAIL DRAWINGS A08015EN0699, A07030EN ASCE GABLE A10015EN0699, A09015EN0699, p08030EN0699, A11015EN0699, A10030EN0699, A09030EN0699, 507015EN0699 A11030EN0699, ~NGS 5080LSEN0699, SO?030EN0699 DETAIL DRA Spg015EN0699, 30EN0699, ACTOR. ALn~•~ F s; G RDM THIS = ~ ~, * IB! * `['CT. LD. E'iO PS ABRICATSNG. i gYWTHE a 9 '. ,jTA~ ~ r ~ AI3~ H ApA OF^F OGA s C~ .Y ~- r R. PAC. Ss~,'~~ :'.`•i QFn1~~. ~~ ~iAX SPACIN pNESjHE AL ., RS PER ..~ ~~~(lVwl~ FLANGES LSSU41O (LSSU27O-2, LSSUH310 similar) U.S. Patent 4,423,977 and Canada Patent 1,168,827 I-- W u F7A;"}G:ERSy ~/~i?f~ 3rYEA This series attach joists or rafters to headers, sloped up or down, and skewed left or right, up to 45°. MATERIAL: LSSU210-2, LSSU410, LSSUH310-16 ga; all others-18 ga FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • Attach the slopedjoist at both ends so that the horizontal force developed by the slope is fully supported by the supporting members. • Web stiffeners required for I joist applications. CODES: BOCA, ICBO, SBCCI NER-209, NER-421, NER-432. City of L.A. RR 24949, RR 25074 and RR 25076. Joist Dimensions Fasteners Allowable Loads Width Model DFISPS eciesHeader Sf' re€ies , nd=r (9y," min. t th No Ga W H Face Joist U hft P U lift' P Fl Roof ' Rc +i jms dep required) (133) (160) oor (100). Snow 115) Const (125 F ?nar slop) Sro~~ 115) r.+~~.: Slo ed Onl Han ers 1yz LSU26 18 1%6 4j 6-10d 5-10dx1y 485 535 665 765 800 ~ 1y LSSU28 18 1/ 7y 10-10d 5-10dx1y 485 535 1110 1275 1390 _ 1y LSSU210 ~ 18 1j6 1~ - 1/ LSSUI25 18 1+/ Sy2 10-10d 7-10dx1y 730 875 1110 1275 1390 .. , 2y, - 2/6 LSSUI35 18 2j6 . 2y LSSUH3ID 16 2'/, 2j LSSUIH2.68 16 ry, gy 18-16d 12-10dx1y 1150 1150 2395 2565 2565 !_r'~ 2~1 3 LSSU210-2 16 3y 8y 18-16d 12-10dx1y 1150 1150 2395 2755 2990 - "'i;?!1 3y LSSU410 16 3j6 8yZ 18-16d 12-10dx1y 1150 1150 2395 2755 2990 4 -45 LSU3510-2' 14 43'< 8/ 24-16d 16-10dx1y 1150 :1150 _3215 3700 4020 '_' > >%C.: Skewed Han ers or Slo ed and Skewed 1yz LSU26 18 19y, 4y 6-10d 5-10dx1y 485 535 665. 765 800 - 03;' 1y LSSU28 18 1~6 7y 9-10d 5-10x1y 485 535 885 885 885 - ii: 1y LSSU210 18 19/, 1/-1~/, LSSUI25 , 18 1'/6 8y 9-10d 7-10dx1y 730 785 995 1145 1205 .. .- :, ,,, 2y, - 23; ~ LSSUI35 18 23;6 2y LSSUH310 16 296 2/ `CSSUIH2.68 16 2'/I6 8y 14-16d 12-10dx1y 1150 1:150 1600 . 1600 .1600 It,...: ,"=' '"`:' 3 LSSU210-2 16 3y 3y LSSU410 ~ 16 39,6 i 8y°_ 14-16d 12-10dx1y 1150 1150 1825 1865 1865 t u I=;? i r; I::: 4yz- 4/ ` kSU3510-2'' 14' 4l/, 8/ 24-16d 16-10dx1y 1:150 1750. ' 2300 ' 2300: :: 2300" 1 ,<,fY 1. Roof loads are 125% of floor loads unless limited 2. Uplift loads include a 33% and 60°h increase for earthquake by other criteria. floor loads may be adjusted for or wind loading; no further increase is allowed. load durations according to the code provided 3. LSU3510-2 skew option must be factory-ordered. they do not exceed those in the roof columns. LSSU INSTALLATION SEQUENCE Step 1 = - Nail hanger to slope-cut ANGLE -__ 1,' Step 2 carried member, installing ~y Skew flange to form acute seat nail first. `/ angle. Bend other flange back No bevel necessa for \ along centerline of slots. 10dx1'/z° skewed installation. Bend one time only. NAILS 1'/,e"-HCP2,1'34s"-HCPt.61, 3~'s"-HC, p4, PLATE LINE ~~ LOCATOR t FOR PROPER 6'-HCP2 & INSTALLATION HCP1.81 ~~ 65/a'-HCP4 ._ ` ~1 ~! it 2r~, 39/,6'x, • l I CPZ g HCP1.81, 4'/a'-HCP 4 HCP2 (HCP4 similar) U.S. Palent5,380,115 86 °""'' Step 3 Attach hanger ~ to the carrying member, acute angle side first. Install nails at an angle. ELATES NEtt The HCP connects a rafter orjoist to double top plates at a 45° angle. MATERIAL: 18 gauge. FINISH: HCP2-galvanized; HCP4-Z-MAX INSTALLATION: • Use all specified fasteners. See General Notes. • Attach HCP to double top plates; birdsmouth not required for table loads. • Install rafter and complete nailing. Rafter may be sloped to 45°. CODE: BOCA, ICBO, SBCCI NER-499. Doug-Fir-Larch/ ~ Member Model Fasteners Uplift So. Pine Allowable =,izt,L;r.., i;Fta.P;r 'tl"""abi`~ Size No. Avg Loads' `'""6` i To To Ult (133 & 160) I ,::' Rafters Plates U lift Fi 2x HCPZ 1 6-10dx1 6-10dx1 2017 605 300 I I~ 1 HCP1.81 6-10dx1 ; 6-10dx1 2017 605 300 _~ 4x ', HCP4 I 8-10d 8-lOd 3367 i 1000 ! 2_65 _ _' _I '.! j 1. Loads may not be increased for short-term loading. 3. Uplift loads include a 33 2. The HCP can be installed on [he inside and the and 60 % increase for ear[h- outside of the wall with a flat bottom chord truss quake or tyind loading; Ro and achieve twice the Toad capacity. further increase allowed, m as UP OR OWJN Y UP °~GPF LSU26 ~~o°pwrv UP OR DOWN LSSU28 Typical HCP Installation Joist ~ Model i We6 j Dimensions , Fasteners''" ' T Allnwahlaimd~~ - ~,~a nu. ~Regd~- W i H ITT314 - 2/6 1315/1 MIT314 - ~ 2j 14 6 ~ TF Togo neaoer' ' Joist p :Face 8 2 1/ 4-10d 2-10d 2-10dx1y 2 12 ~ Uplift' Upli ~ (133) ~ (16 245 28 fi l 0) ~ LVL 5 145 PSL 0 130 LS 0 143 L DF/S 5 161 P SPF 5 120 I-Jois 0105 t' Masonry° 0 6 LBV314 / 29/ 14 y 2 /6 4-16d 2-t6d 2 ~ 4 2-10dx1 Y z 240 290 2550 200 0 156 5 2400 156 5 1230 ,6 2y-29f6 W1314 I / 2j6 14 x 14 I/~/PI314 / 2/6 14 HW1314 / 256 14 ITTM314' - 29/18 13'/16 WMI314' / 2'ffi 14 ITT316 - ~ 2915 ~ 151 ,6 ~ ~ M1T316 - 29/s 16 L8V316 / ~iSe 16 I 12y - 23„6 81316 ~ ,! 2/6 16 x 16 ~ / 2 2y 4 2 3 ~ 2 2y 2/ ~ 2Y ~ / -16d 2-16 2~ 2-16d - 2~6 2-16d - 2/ 4-16d - 3y 3-Titen 2-Tite 3/ 2-i6dDPLX - 1/ ~ 4-10d 2-tOd 2s/,s 4-16d 2-16d 2Y 4-16d j 2-16d 2Y j 2-16d 4-16d d 2-10dx1yZ 2-10dx1y 2-10dx1 Yz 2-10dx1y n 2-10dx1y 2-10dx1yz 2-10dx1 y ! 2-10dx1y ; 2-10dx1 y 2-10dx1 Y 240 290 - - - - - - 225 225 - - 245 285 ~ 240 290 240 j 290 245 ~ 295 2565 2335 3635 5100 - X1450 2550 2565 ~ 2315 236 1950 3320 4000 - 1300 ~ 2000 ~ 2360 2225 0 203 233 363 450 - 1435 1.565 12035 - 5 2035 5 1765 5 3255 0 5285 - i1815 ~, 2400 ~ 2035 ~2665 203 143 2600 3665 _ - j1200 ~ 1565 12035 ~1835 5 1230 5 - 2030 - - 1050 1230 1230 - - 545 4175 - - ~ - W1316 WPI316 HWI316 ~ / / / 2~5 ~ 2~a ~ 29j16 ~ 16 ~ 16 16 ~ ~ 2 2% 4 ~ 2Yz 2%6 ~ 2y 2-16d 2-16d ~ 4-16d ~ - - ~ - 2-10dx1y ` 2-10dx1y 2-10dx1Y,_ - - ' - ~ - i, - ~ - 2335 ' 3635 ~ 5100 1950 3320 4000 2335 ~ 3635 4500 1765 1 3255 5285 ,1435 2600 3665 _ 2030 - - I - WMI316' / ,2'~6 1(i ~ 3 3, 2-16dDPLX - 2-tOdx1Y - - ~ - - ~- ~ - - ~ 4175 MIT318 - 296 18 2 25,6 4-16d 2-16d 2-10dx1 240 290 2550 2000 1565 2400 1565 1230 H1T318 - 2~6 18 3 2% 4-16d 6-16d 2-tOdxly 240 290 2550 2050 2500 3050 1950 - - LBV318 / 2/6 18 2y, 2yZ 4-16d 2-16d 2-10dxiy 240 290 2565 2360 2035 2035 2035 1230 - 2y - 2~6 81318 / 2'.ffi 18 2y 2/ 2-16d 4-16d 2-10dx1y 245 295 2315 2225 - 2665 1835 - - x18 WI318 / 2~6 18 2 2y 2-16d - 2-10dx1y - - 2335 1950 2335 1765 1435 - - WP1318 / 2'~6 18 2y 2/6 2-16d - 2-10dx1y - - 3635 3320 3635 3255 2600 2030 - HWI318 / 2/6 18 4 2y 4-16d - 2-10dx1y - - 5100 4000 4500 5285 3665 - - WM1318' / 2~6 18 3 3/ 2-16dDPLX - 2-10dx1y - - - - - - - - 4175 i MIT320 ~ - 29` i 20 2y, 2g; 4-16d 2-16d ' 2-fOdx1 240 290 2550 2000 1565 2400 1565 1230 t H1T320 - ~Y6 20 3 2~j 4-16d 6-16d 2-1Odxty 240' 290 12550 2050 2500 3050, 1950 - - LBV320 r-- j / 2~5 ~ 20 2y, 2 s ~' 4-16d ~ 2-16d ' 2-10dx1 Y ~ 240 290 1,2565 2360, 20351 2035 2035 1230 - 61320 I / I ~/,e 20 2ya 2Yz I 2-16d 1 4-16d ~ 2-10dx1Y 245 ' 295 i 2315 ' 22251 - , ~ 2665 1835 I 2 z - 2°/,s x 20 WI320 / 2'x,6 20 2 2yZ ~' 2-16d - 2-10dx1y ' - I - 2335 1950 2335 1765 ~ 1435 j - ~ - WP1320 j / 2`%6 20 2j 2%s 2-16d - 1 2-lOdx1yz - -, 3635 33201 36353255 ~ 2600 2030 - ~, HWI320 / 2/6 20 1 4 2y ~ 4-16d - 2-10dx1y - - 5100 4000 4500 ~ 5285 3665 - 1 WM1320' / 296 ~ 20 3 33/, 2-16dDPLXi - i 2-10dx1yl - - 1 - - ~ - ~ - ~ - - 4175 ~ HWU320 / ~ 29h6 20 1, 4y ; 2yZ j 4-16d 4-1~d 6-l Odxly 765. 765 ~ 6335. 5500 5535 6335 5415 - - HIT322 - 29/16 22 3 21j, 4-16d 6-16d 2-10dx1y 240 290 2550 2050 2500 3050 1950 - - 61322 / 2',ffi 22 2y~ 2yx 2-16d 4-16d 2-10dx1y 245 295 2315 2225 - 2665 1835 - - 2 WI322 / 2~6 22 2 2y 2-16d - 2-10dx1yz - - 2335 1950 2335 1765 1435 x 226 H61322 / 2"/,e 22 3 2y 4-16d 4-16d 2-10dx1y2 245 295 3335 3100 - 3610 2785 - - WPI322 / 2'~6 22 2y 2~6 2-16d - 2-10dx1y - - 3635 3320 3635 3255 2600 2030 - HWI322 / 2'.ffi 22 4 2y 4-16d - 4-10dx1y2 - - 5100 4000 4500 5285 3665 - - HWU322 / 2'~6 22 4y, 2'/z 4-16d 4-16d 6-10dx1y 765 765 6335 5500 5535 6335 5415 - - HIT324 - 29j16 24 ~I 3 2'/ ~ 4-16d 6-1fid 2-10dx1y ~ 240 290 2550 2050 2500 30'50 1950 - ~ 81324 i / r 29/,6 24 ~ 2y 2y 2-16d 4-16d 2-10dx 1y 245 ~ 295 12315 2225 i - ; 2665 ~ 1835 - - ~ ~ 1 ~ 2 WI324 / 2s/,e 24 2 2y~ 1 2-16d - 2-10dx1y - - 2335' 1950 2335 1765 1435. - ~ ~' yx 24Y6 H61324 / 2~6 24 ~ 3 2yZ 4-16d ~ 4-16d 2-10dx1y 245 1 295.3335 3100 - 36101 2785 ~ WPI324 / 29/16 24 .2yZ , 2% ! 2-16d - 2-10dx1Yz 1 - - $635 3320. 3635 3255 2600 2030 - HWI324 ! / 2966 24 i 4 1 2y 4-16d - ~ 4-10dx1yZ - 1 - ; 5100 4000 450Q 5285 36651 - - HWU324 / 2~5 24 4y, 2y _ 4-16d ~ 4.16d 6-lgdxly 635 635 6335 5500 5535 6335 5415 - - HIT326 - Ztifi 26 3 2'/ 4-16d 6-16d 2-10dx1y 240 290 2550 2050 2500 3050 1950 - - 81326 / 29/16 26 2/ 2/ 2-16d 4-16d 4-10dx1y 425 425 2315 2 225 - 2665 1835 - - W1326 I / 29/,6 26 2 2/ 2-16d - 2-10dx1y - - 2335 1 950 2335 1765 1 435 - - 2 x 26/6 H81326 / 2"/,6 26 3 2y 4-16d 4-16d 4-10dx1y 490 590 3335 3 100 - 3610 2785 - - WPI326 / 2/6 26 2;; 2/6 2-16d - 2-10dx1y - - 3635 3 320 3635 3255 2600 2030 - I HWI326 I / 2/6 26 4 2/ 4-16d - 4-10dxiy - - 5100 4 000 4500 5285 3665 - - HWU326 / 2~6 26 4y, 2y 4-16d 4-16d 6-10dxiy 635 635 6335 5 500 5535 6335 ~ 5 415 - - See footnotes on opposite page. +- ~-7 :.. 1-tF~ ~" ~,~ ~ i i~ H! ', r f \, ~~ .1 ~ .rev ~~ 0 = zn ~ ~ T b d H -w~ m 71 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:18 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version 3 2 Pro]ect . 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : BM-7 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = LI240 Composite Action : No LOADS Project Design Loads : Floor: Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* #_ Shape @Start @End Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 1222 978 100% 0 0'0" 18' 7 3/4" Uniform(plf) 29 0 0 0 18' 7 3/4" Self Wei ght "Dimensions measured from left end when span# is 0, otherwise from left end of the specified span SUPPORTS(!bs) 1 2 Max R'n 11664 11664 Max 100% 9114 9114 Min R'n 2550 2550 Min 100% 9114 9114 DL R'n 2550 2550 Min Brg(in.) 2.52 2.52 [Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 9814 1 1' 6" 21 21280 100% 0.46 M(ft-Ibs) 54373 1 9' 4" 21 71112 100% 0.76 LtRn(Ibs) 11664 0 0' 0" 21 16170 100% 0.72 See Note #5 RtRn(Ibs) 11664 0 18' 8" 21 16170 100% 0.72 See Note #5 LLDefI(in.) 0.58 1 9' 4" 21 0.62 0384 TLDefI(in.- 0.75 1 9' 4" 21 0.93 U300 USE: GPLAM 2.0E 1.75x16.00" 4 Plies Grade, Depth, Plies selected by user G-P LAM tm Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shat! be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Bolt plies together w/ 2 rows of 1/2" dia. bolts 8 washers 2" from edges @ 24" o% staggered. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10=D, 20=D+100%, 30=D+115%, 40=D+125%, 50=D+133%,60=D+100%+115%, 70=D+100%+125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 13. Group =Load Combination Number + Load Pattern number. (For simple span Load pattern = 1 for LL 0 for DL) Page 1 of 1 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:19 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904}356-5440 FASTBeam® Engineering Analysis ©1996-2001 Geor ia-Pacific Corporation Version• 3 2 Pro]ect . 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : BM-8 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L1240 Composite Action : No ..... +~il) nci LJ _ LOADS Project Design Loads : Floor: Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Partial(plf) 195 156 100% 0 5' 8" 11' 0" Uniform(plf) 15 0 0 0 11' 0" Self Wei ght `Dimensions measured from left end when Span# is 0, otherwise from left end of the specified span SUPPORTS(Ibs) 1 2 Max R'n 332 868 Max 100% 202 630 Min R'n 131 238 Min 100% 202 630 DL R'n 131 238 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 558 1 9' 6" 21 10640 100% 0.05 M(ft-Ibs) 1798 1 6' 10" 21 35556 100°0 0.05 LtRn(Ibs) 332 0 0' 0" 21 8085 100% 0.04 See Note ,#5 RtRn(Ibs) 868 0 11' 0" 21 8085 100% 0.11 See Note #5 LLDefI(in.) 0.01 1 5' 6" 21 0.37 010864 TLDefI(in.) 0.02 1 5' 6" 21 0.55 07509 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifrcations for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads ~ duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reacfion values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 16d nails @ 12" o% along top and bottom edges and fhru center. Nail from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% 80 = D + 100% + 133%, g0 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 13. Group =Load Combination Number + Load Pattern number (For simple span Load pattern = 1 for LL 0 for DL) Page 1 of 1 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:20 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam_ ®Engineerinq Analysis ©9996-2001 Georgia-Pacific Corporation Version 3 2 Pro]ect . 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : BM-9 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No -~ ~ " F71i.1 F?51 LUHUS rro1ect uesgn Loads : Hoor. Live=40 psf, Dead=10 psf,~ Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape Start End @Start @End Span# Starts Ends Additional Info 1 Concentrated(Ibs) 868 694 100% 0 1' 4" 2 Partiai(plf) 520 416 100% 0 1' 4" 7' 3 3/8" Uniform(plf) 15 0 0 0 7' 3 3/8" Self Wei ght 'Dimensions measured from left end when span# is 0 otherwise from left end of the specifred span SUPPORTS(Ibs) 1 2 Max R'n 2025 2042 Max 100% 1578 1591 Min R'n 448 451 Min 100% 1578 1591 DL R'n 448 451 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span X Group Allow LDF Ratio V(!bs) 1251 1 5' 10" 21 10640 100% ^v.12 M(ft-ibs) 3890 1 3' 8" 21 35556 100% 0.11 LtRn(Ibs) 2025 0 0' 0" 21 8085 100% 0.25 See Note #5 RtRn(ibs) 2042 0 7' 3" 21 8085 100% 0.25 See Note #5 LLDefI(in.) 0.02 1 3' 8" 21 0.24 U4863 TLDefI(in.) 0.02 1 3' 8" 21 0.36 U3795 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 16d nails @ 12" o% along top and bottom edges and ihru center. Nail from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10=D, 20=D+100%, 30=D+115%, 40=D+125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 13. Group =Load Combination Number + Load Pattern number. (For simple span Load pattern = 1 for LL 0 for DL) Page 1 of 1 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:28 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version: 3.2 Pro)ect : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F19 Desc Usage : Joist(Floor) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = L/480 TL = L/240 Composite Action : Yes (''See Note #9) LOADS Project Design Loads : Floor Live=40 psf, Dead=70 psf,~ Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 50 40 100% 0 0' 0" 21' 10" 24" o.c. Base Uniform Load (Spacing Sensitive) *Dimensions measured from left end when soan# is 0 otherwise from left end of the specified span HOLES Type Span Loc'n* Width V(Ibs) LDF C.Face V allowed +M(ft-Ibs) -M(ft-Ibs) Additional Information 1 Circle 0 7' 1 1/4" 11 3/4" 510 100% Left 668 2 Obround 0 10' 3 3/4" 16" 298 100% Left 533 Diameter= 11 3/4" 3 Circle 0 13' 6 1/4" 11 3/4" 421 100% Right 668 *Distance to center of hole, measured from left end when soan# is 0 otherwise from left end of the specified span SUPPORTS(Ibs) 1 2 Max R'n 1092 1092 Max 100% 873 873 Min R'n 218 218 Min 100% 873 873 DL R'n 218 218 Min Brg(in.) 1.75 1.75 Stiffener NO NO SUPPORTS(pIi) 1 2 Max R'n 546 546 Max 100% 437 437 Min R'n 109 109 Min 100% 437 437 DL R'n 109 109 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1077 1 0' 2" 21 2000 100% 0.54 M(ft-Ibs) 5959 1 10' 11" 21 6720 100% 0.89 LtRn(Ibs) 1092 0 0' 0" 21 1854 100% 0.59 See Note #5 RtRn(Ibs) 1092 0 21' 10" 21 1854 100% 0.59 See Note #5 LLDefI(in.) 0.47 1 10' 11" 21 0.55 U562 TLDefI(in.) 0.58 1 10' 11" 21 1.09 L/450 USE: WOI 60 16.00" aC~.24" o.c. Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES 7. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. Z. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination ofloads & duration facfors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building oftrcia/ should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Floor sheathing of 3/4" nominal APA rated OSB or Plywood must be glued-nailed to joists and spacing must not exceed 24" o. c. Live LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:28 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version 3 2 defl'n exceeding 0480 not recommended(i.e. L/500 is OK). f0. Company, producf or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: 10=D, 20=D+100%, 30=D+115%,40=D+125%, 50=D+133%, 60=D+100%+115%,70=D+100%+125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%} 12. Group =Load Combination Number + Load Pattern number (For simple span Load pattern = 1 for LL 0 for DL) LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:28 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version 3 2 Pro}ect : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F20 Desc Usage : Joist(Floor) Repetitive : Yes Spacing (in.) : 16.0 Max Defl : LL = L/480 TL = L/240 Composite Action : Yes (*See Note #9) LOADS Project Design Loads : Floor.• Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape Start End Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 50 ' 40 100% 0 0' 0" 21' 11 1/16" 16" o.c. Base Uniform Load (Spacing Sensitive) Dimensions measured from left end when span# is 0 otherwise from left end of the specified span HOLES Type Span Loc'n* Width V(Ibs) LDF C.Face V allowed +M(ft-Ibs) -M(ft-Ibs) Additional Information 1 Circle 0 7' 1 1!4" 11 3/4" 343 100% Left 668 2 Obround 0 10' 3 3/4" 16" 201 100% Left 533 Diameter= 11 3/4" 3 Circle 0 13' 6 1/4" 11 3/4" 279 100% Right 668 'Distance to center of hole, measured from left end when span# is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 731 731 Max 100% 585 585 Min R'n 146 146 Min 100% 585 585 DL R'n 146 146 Min Brg(in.} 1.75 1.75 Stiffener NO NO SUPPORTS(pl~ 1 2 Max R'n 548 548 Max 100% 438 438 Min R'n 110 110 Min 100% 438 438 DL R'n 110 110 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 721 1 0' 2" 21 2000 100% 0.36 M(ft-Ibs) 4005 1 10' 12" 21 6720 100% 0.60 LtRn(Ibs) 731 0 0' 0" 21 1854 100% 0.39 See Note #5 RtRn(Ibs) 731 0 21' 11" 21 1854 100% 0.39 See Note #5 LLDefI(in.) 0.33 1 10' 12" 21 0.55 L/794 TLDefI(in.) 0.41 1 10' 12" 21 1.10 0635 USE: WOI 60 16.00" ta'~.16" o.c. Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less Phan maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered /umber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. F/oor sheathing of 3/4" nominal APA rated OSB or Plywood must be glued-nailed to joists and spacing must not exceed 24" o. c. Live LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:28 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version 3 2 defl'n exceeding L/480 not recommended(i.e. U500 is OK). 10. Company, product or brand names referenced are trademarks or registered trademarks of (heir respective owners. 11. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 12. Group =Load Combination Number + Load Pattern number (For simple span Load pattern = 1 for LL 0 for DL) Page 2 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:28 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2009 Georgia-Pacific Corporafion Version: 3.2 Project : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F21 Desc Usage : Joist(Floor) Repetitive : Yes Spacing (in.) : 16.0 Max Defl : LL = L/480 TL = L/240 Composite Action : Yes ("See Note #9) ,.::, , ,:,,~ F.,>~ ,._ ', GFrtJ' q,i I. LOADS Project Design Loads : Floor. Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 50 40 100% 0 0' 0" 22' S 1/2" 16" o.c. Base Uniform Load (Spacing Sensitive) *Dimensions measured from !eft end when Span# is 0, otherwise, from left end of the specified span. HOLES Type Span Loc'n* Width V(Ibs) LDF C.Face V allowed +M(ft-Ibs) -M(ft-Ibs) Additional Information 1 Circle 0 7' 1 1/4" 11 3/4" 360 100% Left 668 2 Obround 0 10' 3 3/4" 16" 216 100% Left 533 Diameter= 11 3/4" 3 Circle 0 13' 6 1!4" 11 3/4" 270 100% Right 668 *Distance to center of ho/e, measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 749 749 Max 100% 599 599 Min R'n 150 150 Min 100% 599 599 DL R'n 150 150 Min Brg{in.) 1.75 1.75 Stiffener NO NO SUPPORTS(plt) 1 2 Max R'n 561 561 Max 100% 449 449 Min R'n 112 112 Min 100% 449 449 DL R'n 112 112 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 739 1 22' 4" 21 2000 100% 0.37 M(ft-Ibs) 4203 1 11' 3" 21 6720 100% 0.63 LtRn(Ibs) 749 0 0' 0" 21 1854 100% 0.40 See Note #5 RtRn(Ibs) 749 0 22' 5" 21 1854 100% 0.40 See Note #5 LLDefI(in.) 0.36 1 11' 3" 21 0.56 0743 TLDefI(in.) 0.45 1 11' 3" 21 1.12 U594 USE: WOI 60 16.00" (o~16" o.c. Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifrcations for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and maybe Less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Floor sheathing of 3/4" nominal APA rated OSB or Plywood must beglued-nailed to joists and spacing must not exceed 24" o. c. Live Page 1 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:28 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineerinq Analysis ©1996-2001 Geor ia-Pacific Corporation Version 3 2 defl'n exceeding L/480 not recommended(i.e. 0500 is OK). 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: 10=D, 20=D+100%, 30=D+115%, 40=D+125%, 50=D+133%,60=D+100%+115%,70=D+100%+125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 12. Group =Load Combination Number + Load Pattern number. (For simple span Load pattern = 1 for LL 0 for DL) Page 2 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:29 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBealn® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version: 3.2 Project : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F22 Desc Usage : Joist(Floor) Repetitive : Yes Spacing (in.) : 16.0 Max Defl : LL = L/480 TL = L/240 Composite Action : Yes (*See Note #9) .,_. , F?4iiU Eysa " .... , rtiill psi 23' " i16" LOADS Project Design Loads :Floor: Live=40 psf, Dead=70 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 50 40 100% 0 0' 0" 23' 3 7/16" 16" o.c. Base Uniform Load (Spacing Sensitive) *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. HOLES Type Span Loc'n* Width V(Ibs) LDF C.Face V allowed +M(ft-Ibs) -M(ft-Ibs) Additional Information 1 Circle 0 7' 1 1/4" 11 3/4" 385 100% Left 668 2 Obround 0 10' 3 3/4" 16" 240 100% Left 533 Diameter= 11 3/4" 3 Circle 0 13' 6 1/4" 11 3/4" 256 100% Right 668 'Distance to center of hole, measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 776 776 Max 100% 621 621 Min R'n 155 155 Min 100% 621 621 DL R'n 155 155 Min Brg(in.) 1.75 1.75 Stiffener NO NO SUPPORTS(pli) 1 2 Max R'n 582 582 Max 700% 466 466 Min R'n 116 116 Min 100% 466 466 DL R'n 116 116 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 766 1 0' 2" 21 2000 100% 0.38 M(ft-Ibs) 4519 1 11' 8" 21 6720 100% 0.67 LtRn(Ibs) 776 0 0' 0" 21 1854 100% 0.42 See Note #5 RtRn(Ibs) 776 0 23' 3" 21 1854 100% 0.42 See Note #5 LLDefI(in.) 0.42 1 11' 8" 21 0.58 U671 TLDefI(in.) 0.52 1 11' 8" 21 1.16 U537 USE: WOI 60 16.00" t'a~16" o.c. Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'secfion above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Floor sheathing of 3/4" nominal APA rated OSB or Plywood must be glued-nailed to joists and spacing must not exceed 24" o. c. Live LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:29 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Anal sis ©1996-2001 Georgia-Pacific Corporation Version 3 2 defl'n exceeding 0480 not recommended(i.e. L/500 is OK). 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: 10=D, 20=D+100%, 30=D+115%, 40=D+125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld {100%) 12. Group =Load Combination Number + Load Pattern number (For simple span Load pattern = 1 for LL 0 for DL) Page 2 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:31 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineerin Analysis ©1996-2009 Georgia-Pacific Corporation Version: 3.2 Pro)ect : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F23 Desc Usage : Joist(Floor) Repetitive : No Spacing (in.) : 16.0 Max Defl : LL = L/480 TL = L/240 Composite Action : No ~,..., H po- i u a. ~ , ;;t~ei p:; i LOADS Project Design Loads : Floor.• Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start End Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 50 40 100% 0 0' 0" 24' 6 1/8" 16" o.c. Base Uniform Load (Spacing Sensitive) *Dimensions measured from left end when Span# is 0, otherwise, from left end of the specified span. HOLES Type Span Loc'n* Width V(Ibs) LDF C.Face V allowed +M(ft-Ibs) -M(ft-Ibs) Additional Information 1 D.Chase 0 10' 3 3/4" 16" 275 100% Left 306 Leave 1/8" web at top & bottom of I *Distance to center of hole, measured from left end when Span# is 0 otherwise from left end of the specified span SUPPORTS(Ibs) 1 2 Max R'n 817 817 Max 100% 654 654 Min R'n 163 163 Min 100% 654 654 DL R'n 163 163 Min Brg(in.) 1.75 1.75 Stiffener NO NO SUPPORTS(pf, j 1 2 Max R'n 613 613 Max 100% 490 490 Min R'n 123 123 Min 100% 490 490 DL R'n 123 123 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 807 1 0' 2" 21 1970 100% 0.41 M(ft-Ibs) 5006 1 12' 3" 21 6250 100% 0.80 LtRn(Ibs) 817 0 0' 0" 21 1799 100% 0.45 See Note #5 RtRn(Ibs) 817 0 24' 6" 21 1799 100% 0.45 See Note #5 LLDefI(in.) 0.59 1 12' 3" 21 0.61 U500 TLDefI(in.) 0.74 1 12' 3" 21 1.23 0400 USE: WI 60 16.00" na.16" o.c. f APA-16"PRI-601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support maieria/ capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building offrcial should verify the input loads and product application. 8. This engineered /umber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. For ana/ysis of web openings, allowable and design shear are calculated in accordance with APA EWS Performance Standard PRI-400. 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: 10=D, 20=D+100%, 30=D+115%, 40=D+125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%/2, 100=D+100%+115%./2+133%, 110=D+CommercialLd(100%) Page 1 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:31 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version 3 2 12. Group =Load Combrnatron Number + Load Pattern number. (For simple span Load pattern = 1 for LL 0 for DL) Page 2 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:34 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version: 3.2 Pro)ect : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F24 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 16.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No ~.'kfi rr ...,,I ~.. ~~ LOADS Project Design Loads : Floor.• Live=50 psf, Dead=15 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 65 50 100% 0 0' 0" 26' 5 7/16" 16" o.c. Base Uniform Load (Spacing Sensitive) Uniform(plf) 6 0 0 0 26' 5 7/16" Seif Weight 'Dimensions measured from left end when Span# is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 1231 1231 Max 100% 882 882 Min R'n 349 349 Min 100% 882 882 DL R'n 349 349 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs} 1217 1 0' 2" 21 3940 100% 0.31 M(ft-Ibs) 8141 1 13' 3" 21 12500 100% 0.65 LtRn(Ibs) 1231 0 0' 0" 21 3598 100°% 0.34 See Note #5 RtRn(Ibs) 1231 0 26' 5" 21 3598 100% 0.34 See Note #5 LLDefI(in.) 0.49 1 13' 3" 21 0.88 0644 TLDefI(in.} 0.69 1 13' 3" 21 1.32 U461 USE: WI 60 16.00" 2 Plies f APA-16"PRI-601 Depth, Plies selected by User Wood 1 Beam is a trademark of Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Multiple member unit shall be assembled in accordance with manufacturer's specifications. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: l0=D, 20=D+100%,30=D+115%, 40=D+125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%} 13. Group =Load Combination Number + Load Pattern number. (For simple span, Load pattern = 1 for LL 0 for DL}, Page 1 of 1 LUMBER LIMITED RICHARD. TINGLEY 15 Nov 2001 11:34 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBealn® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version' 3 2 Project : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F25 Desc Usage : Joist(Floor) Repetitive : No Spacing (in.) : 16.0 Max Defl : LL = L/480 TL = L/240 Composite Action : No J_~ ,'ilii5 f}si ii.t;" '56; E>>i ..... , `+Fir; ~~si LOADS Project Design Loads :Floor Live=40 psf, Dead=70 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 50 40 100% 0 0' 0" 35' 0" 16" o.c. Base Uniform Load (Spacing Sensitive) 'Dimensions measured from left end when span# is 0 otherwise from left end of the specifred span LOAD PATTERNS (* =span loaded) 7 2 2 3 SUPPORTS(16s) 1 2 3 Max R`n 500 1444 500 Max 100% 411 1155 411 Min R'n 34 289 34 Min 100% -55 577 -55 DL R'n 89 289 89 Min Brg(in.) 1.75 3.50 1.75 Stiffener NO NO NO SUPPORTS(pli) 1 2 3 Max R'n 375 1083 375 Max 100% 308 866 308 Min R'n 25 217 25 Min 100% -42 433 -42 DL R'n 67 217 67 Min Brg(in.) 1.75 3.50 1.75 Stiffener NO NO NO DESIGN Value Span X Group Allow LDF Ratio V(ibs) 712 2 0' 2" 21 1970 100% 0.36 M(ft-IbS} 2425 1 17' 6" 21 6250 100% 0.39 LtRn(Ibs) 500 0 0' 0" 22 1799 100% 0.28 See Note #5 RtRn(Ibs) 500 0 35' 0" 23 1799 100% 0.28 See Note #5 IntRn(Ibs) 1444 0 17' 6" 21 2500 100% 0.58 See Note #5 LLDefI(in.) 0.12 1 8' 9" 22 0.44 01690 TLDefI(in.) 0.15 1 8' 9" 22 0.88 01446 LLDefI(in.) 0.12 2 8' 9" 23 0.44 01690 TLDefI(in.) 0.15 2 8' 9" 23 0.88 01445 USE: WI 60 16.00" (a~16" o.c. f APA-16"PRI-601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shat! be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered /umber product has been sized for residential use. A concentrated load check, per the building code, must be performed Page 1 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:34 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version 3 2 for commercial uses. 9. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. l0. Load Combinations: 10=D, 20=D+100%, 30=D+115%, 40=D+125%, 50=D+133%, 60=D+100%+115%,70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%/2, 100=D+100%+115%/2+133%, 110=D+CommercialLd(100%) 11. Group =Load Combination Number + Load Pattern number (For simple span Load pattern = 1 for LL 0 for DL) Page 2 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:37 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version 3 2 Project : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F26 Desc Usage : Joist(Floor) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = L/480 TL = L/240 Composite Action : Yes ("See Note #9} . , e;r.;p ~,~;~ I';' ;} qtr}~~ LOADS Project Design Loads : Floor.• Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* #_ Shape @Start @End Start End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 50 * 40 100% 0 0' 0" 18' 4 3/4" 24" o.c. Base Uniform Load (Spacing Sensitive) Dimensions measured from i_eft end when span# is 0, otherwise, from left end of the specified span. HOLES Type Span Loc'n* Width V(Ibs) LDF C.Face V allowed +M(ft-Ibs) -M(ft-Ibs) Additional Information 1 Circle 0 7' 1 1/4" 11 3/4" 353 100% Left 668 2 Obround 0 10' 3 3/4" 16" 298 100% Right 533 Diameter= 11 3/4" 3 Circle 0 13' 6 1/4" 11 3/4" 523 100% Right 668 'Distance to center of hole, measured from left end when span# is 0 otherwise from left end of the specified span SUPPORTS(Ibs} 1 2 Max R'n 920 920 Max 100% 736 736 Min R'n 184 184 Min 100% 736 736 DL R'n 184 184 Min Brg{in.} 1.75 1.75 Stiffener NO NO SUPPORTS(pl fl 1 2 Max R'n 460 460 Max 100% 368 368 Min R'n 92 92 Min 100% 368 368 DL R'n 92 92 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 905 1 0' 2" 21 2000 100% 0.45 M(ft-Ibs) 4230 1 9' 2" 21 6720 100% 0.63 LtRn(Ibs) 920 0 0' 0" 21 1854 100% 0.50 See Note #5 RtRn(Ibs} 920 0 18' 5" 21 1854 100% 0.50 See Note #5 LLDefI(in.) 0.25 1 9' 2" 21 0.46 U897 TLDefI(in.) 0.31 1 9' 2" 21 0.92 U717 USE: WOI 60 16.00" r7a24" o.C. Grade, Depth selected by User Wood 1 Beam is a trademark of Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verif<ed by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Floor sheathing of 3/4" nominal APA rated OSB or Plywood must be glued-nailed to joists and spacing must not exceed 24" o. c. Live Page 1 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:37 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version: 3.2 defl'n exceeding L1480 not recommended(i.e. LJ500 is OKJ. 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: 10=D, 20=D+100%, 30=D+115%,40=D+125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 1 Z. Group =Load Combination Number + Load Pattern number. (For simple span, Load pattern = 1 for LL, 0 for DL). Page 2 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:42 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version: 3.2 Project : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F27 Desc Usage : Joist(Floor) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL = Ll480 TL = Ll240 Composite Action : No LOADS Project Design Loads :Floor Live=40 psf, Dead=10 psf,~ Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 50 40 100% 0 0' 0" 19' 11 3/4" 24" o.c. Base Uniform Load (Spacing Sensitive) 1 Line(plf) 315 252 100% 0 19' 11 314" 24" o.c. - 'Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. HOLES Type Span Loc'n* Width V(Ibs) LDF C.Face V allowed +M(ft-Ibs) -M(ft-Ibs) Additional Information 1 Circle 0 10' 3 3/4" 12" 348 100% Right 492 'Distance to center of hole, measured from left end when span# is 0 otherwise from left end of the specified span LOAD PATTERNS (* =span loaded) 7 2 1 2 x 3 SUPPORTS(Ibs) 1 2 Max R'n 908 1769 Max 100% 736 1415 Min R'n 123 354 Min 100% -49 679 DL R'n 172 354 Min Brg(in.) 1.75 3.50 Stiffener NO NO SUPPORTS(pl~ 1 2 Max R'n 454 885 Max 100% 368 708 Min R'n 61 177 Min 100% -24 340 DL R'n 86 177 Min Brg(in.) 1.75 3.50 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 966 1 18' 3" 21 1970 100% 0.49 M(ft-Ibs) 4118 1 9' 2" 22 6250 100% 0.66 LtRn(tbs) 908 0 0' 0" 22 1799 100% 0.50 See Note #5 IntRn(Ibs) 1769 0 18' 5" 21 2500 100% 0.71 See Note #5 LLDefI(in,) 0.30 1 9' 2" 22 0.46 V743 TLDeft(in.) 0.36 1 9' 2" 22 0.92 U611 LLDefI(in.) -0.07 2 1' 7" 22 0.20 2U535 TLDefI(in.) -0.08 2 1' 7" 22 0.20 2U468 USE: WI 60 16.00" (a~24" o.c. f APA-16"PRI-601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. toads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and maybe less than Page 1 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:42 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version 3 2 maximum reaction. Therefore, when reaction va/ues are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. For analysis of web openings, a/lowab/e and design shear are calculated in accordance with APA EWS Performance Standard PRl-400. 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Allowable upward deflection for cantilever is the greater of 0.20" or the cantilever span (inches) multiplied by 2 and divided by the factor shown in Max Defl (located above beam drawing). 12. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 1 pp'/, + 115%d2 + 133%, 110 = D + Commercial Ld (100%) 13. Group =Load Combination Number + Load Pattern number (For simple span Load pattern = 1 for LL 0 for DL) Page 2 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:43 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® En ineerinq Anal sis ©1996-2001 Georgia-Pacific Corporation Version 3 2 Pro)ect : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F28 Desc Usage : Joist(Floor) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL = L/480 TL = L/240 Composite Action : No ie~.~ ::,,;~,. ,.,:.., LOADS Project Design Loads :Floor: Live=40 psf, Dead=10 psf,~ Live+Dead Ld(T) Live Ld(L) LDF Location` # Shape @Start @End Start End Span# Starts Ends Additionallnfo Spcg Sen Uniform(psf) 50 40 100% 0 0' 0" 20' 10 3/4" 24" o.c. Base Uniform Load (Spacing Sensitive) 1 Line(plf) 315 252 100% 0 20' 10 3/4" 24" o.c. - 'Dimensions measured from left end when span# is 0 otherwise from left end of the specified span HOLES Type Span Loc'n* Width V(Ibs) LDF C.Face V allowed +M(ft-Ibs) -M(ft-Ibs) Additional Information 1 Circle 0 10' 3 3!4" 12" 389 100% Right 492 'Distance to center of hole measured from (eft end when span# is 0 otherwise from !eft end of the specifred span LOAD PATTERNS (* =span loaded) 1 2 ~ x 2 3 SUPPORTS(Ibs) Max R'n Max 100°I° Min R'n Min 100% DL R'n Min Brg(in.) Stiffener 1 899 736 81 -82 163 1.75 NO 2 1902 1522 380 736 380 3.50 NO SUPPORTS(pl>) 1 2 Max R'n 450 951 MaX 100% 368 761 Min R'n 41 190 Min 100% -41 368 DL R'n 82 190 Min Brg(in.) 1.75 3.50 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1008 1 18'3" 21 1970 100% 0.51 M(ft-Ibs) 4041 1 9' 2" 22 6250 100% 0.65 LtRn(Ibs) 899 0 0' 0" 22 1799 100% 0.50 See Note #5 IntRn(Ibs) 1902 0 18' 5" 21 2500 100% 0.76 See Note #5 LLDefI(in.) 0.30 1 9' 2" 22 0.46 0743 TLDefI(in.) 0.35 1 9' 2" 22 0.92 U624 LLDefI(in.) -0.11 2 2' 6" 22 0.20 2V535 TLDefI(in.) -0.12 2 2' 6" 22 0.25 2U493 USE: WI 60 16.00" ta'~24" o.C. f APA-16"PRI-601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than Page 1 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:43 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version• 3 2 maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building ofrrcial should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. For analysis of web openings, allowable and design shear are calculated in accordance with APA EWS Performance Standard PRI-400. 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Allowable upward deflection for cantilever is the greater of 0.20" or the cantilever span (inches) multiplied by 2 and divided by the factor shown in Max Defl (located above beam drawing). 12. Load Combinations: 10=D, 20=D+100%, 30=D+115%,40=D+125%, 50=D+133%,60=D+100%+115%,70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%/2, 100=D+100%+115./2+133%, 110=D+CommercialLd(100%) 13. Group =Load Combination Number+ Load Pattern number (For simple span Load pattern = 1 for LL 0 for DL) Page 2 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:44 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©9996-2001 Georgia-Pacific Corporation Version 3 2 Pro)ect : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F29 Desc Usage : Joist(Floor) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL = L/480 TL = L/240 Composite Action : No ._.. , ~i~it=5 nsi Iii' A 3k1" I"1 1;?~~ LOADS Project Design Loads :Floor: Live=40 psf, Dead=10 psf,~ Live+Dead Ld(T) Live Ld(L) LDF Location' #_ Shape @Start @End Start End Span# Starts Ends Additionallnfo Spcg Sen Uniform(psf) 50 40 100% 0 0' 0" 20' 2 1/4" 24" o.c. Base Uniform Load (Spacing Sensitive) 1 Line(plf) 315 252 100% 0 20' 2 1/4" 24" o.c. - 'Dimensions measured from left end when Span# is 0 otherwise from left end of the specified span HOLES Type Span Loc'n" Width V(Ibs) LDF C.Face V allowed +M(ft-Ibs) -M(ft-Ibs) Additional Information 1 Circle 0 10' 3 3/4" 12" 357 100% Right 492 'Distance to center of hole, measured from left end when soan# is 0 otherwise from left end of the specified span LOAD PATTERNS (* =span loaded) 1 2 1 * 2 3 * SUPPORTS(Ibs) 1 2 Max R'n 906 1799 Max 100% 736 1439 Min R'n 114 360 Min 100% -56 703 DL R'n 170 360 Min Brg(in.) 1.75 3.50 Stiffener NO NO SUPPORTS(pl~ 1 2 Max R'n 453 900 Max 100% 368 720 Min R'n 57 180 Min 100% -28 352 DL R'n 85 180 Min Brg(in.) 1.75 3.50 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 975 1 18' 3" 21 1970 100% 0.50 M(ft-Ibs) 4101 1 9' 2" 22 6250 100% 0.66 LtRn(Ibs) 906 0 0' 0" 22 1799 100% 0.50 See Note #5 IntRn(Ibs) 1799 0 18' 5" 21 2500 100% 0.72 See Note #5 LLDefI(in.) 0.30 1 9' 2" 22 0.46 U743 TLDefI(in.) 0.36 1 9' 2" 22 0.92 U614 LLDefI(in.) -0.08 2 1' 10" 22 0.20 2U535 TLDefI(in.) -0.09 2 1' 10" 22 0.20 2U473 USE: WI 60 16.00" Cn.24" o.c. f APA-16"PRI-601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and maybe less than Page 1 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:44 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version: 3.2 maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. For analysis of web openings, allowable and design shear are calculated in accordance with APA EWS Performance Standard PRl-400. 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Allowable upward deflection for cantilever is the greater of 0.20" or the cantilever span (inches) multiplied by 2 and divided by the factor shown in Max Defl (located above beam drawing). 12. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133°l, 60 = D + 100% + 115%, 70 = D + 100% + 125% 80 = D + f00% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 13 Group -Load Combination Number + Load Pattern number (For simple span Load pattern = 1 for LL 0 for DL). Page2of2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:45 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version 3 2 Pro)ect : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F30 Desc Usage : Joist(Floorj Repetitive : No Spacing (in.) : 24.0 Max Defl : LL = L/480 TL = L/240 Composite Action : No i LOADS Project Design Loads :Floor Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 50 40 100% 0 0' 0" 4' 3 1/2" 24" o.c. Base Uniform Load (Spacing Sensitive) *Dimensions measured from !eft end when Span# is 0 otherwise from left end of the specified span HOLES Type Span Loc'n* Width V(Ibs) LDF C.Face V allowed +M(ft-Ibs) -M(ft-Ibs) Additional Information 1 Circie 0 2' 1 3/4" 12" 75 100% Right 492 *Distance to center of hole, measured from left end when span# is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 215 215 Max 100% 172 172 Min R'n 43 43 Min 100% 172 172 DL R'n 43 43 Min Brg(in.) 1.75 1.75 Stiffener NO NO SUPPOr?TS(Alf1 1 2 Max R'n 107 107 Max 100% 86 86 Min R'n 21 21 Min 100% 86 86 DL R'n 21 21 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 200 1 0' 2" 21 1970 100% 0.10 M(ft-Ibs) 230 1 2' 2" 21 6250 100% 0.04 LtRn(Ibs) 215 0 0' 0" 21 1799 100% 0.12 See Note #5 RtRn(Ibs) 215 0 4' 4" 21 1799 100% 0.12 See Note #5 LLDefI(in.) 0.00 1 2' 2" 21 0.11 017823 TLDefI(in.) 0.00 1 2' 2" 21 0.21 014259 USE: WI 60 16.00" Ca~24" o.c. f APA-16"PRI-601 Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design va/id for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'secfion above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. For analysis of web openings, allowable and design shear are calculated in accordance with APA EWS Performance Standard PRI-400. f0. Company, product or brand names referenced are trademarks or registered trademarks of their respecfive owners. 11. Load Combinations: 10=D, 20=D+i00%, 30=D+115%,40=D+125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133°~./2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%J Page 1 of 2 LUMBER LIMITED R/CHARD TINGLEY 15 Nov 2001 11:45 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 _FASTBeam® Engineering Analysis ©1996-200? Georgia-Pacific Corporation Version: 3.2 12 Group =Load Combination Number + Load Pattern number. (For simple span Load pattern = ?for LL, 0 for DL}. Page 2 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:45 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version: 3 2 Protect : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F31 Desc Usage : Joist(Floor) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = L/480 TL = L/240 Composite Action : Yes (*See Note #9) . _;", 660 ps;i 1 ES' I; LOADS Project Design Loads : Floor.• Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start End Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 50 40 100% 0 0' 0" 15' 5 1/2" 24" o.c. Base Uniform Load (Spacing Sensitive) *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. HOLES Type Span Loc'n* Width V(Ibs) LDF C.Face V allowed +M(ft-Ibs) -M (ft-Ibs) Additional Information 1 Circle 0 4' 0 3/4" 11 3/4" 449 100% Left 66$ 2 Obround 0 7' 3 1/4" 16" 225 100% Left 533 Diameter= 11 3/4" 3 Circle 0 10' 5 3/4" 11 3/4" 376 100% Right 668 *Distance to center of hole, measured from left end when span# is 0 otherwise from left end of the specified span SUPPORTS(Ibs) 1 2 Max R'n 773 773 Max 100% 618 618 Min R'n 155 155 Min 100% 618 618 DL R'n 155 155 Min Brg(in.) 1.75 1.75 Stiffener NO NO SUPPORTS(plfl 1 2 Max R'n 386 386 Max 100% 309 309 Min R'n 77 77 Min 100% 309 309 DL R'n 77 77 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 758 1 15' 4" 21 2000 100% 0.38 M(ft-Ibs) 2987 1 7' 9" 21 6720 100% 0.44 LtRn(Ibs) 773 0 0' 0" 21 1854 100% 0.42 See Note #5 RtRn(Ibs) 773 0 15' 5" 21 1854 100% 0.42 See Note #5 LLDefI(in.) 0.13 1 7' 9" 21 0.39 U1417 TLDefI(in.) 0.16 1 7' 9" 21 0.77 U1134 USE: WOI 60 16.00" (a~24" o.c. Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by fhe user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on fhe combination of loads & duration factors that produces the highest stress ratio and maybe Less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support materia! capacity shall be verihed (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the but/ding code, must be performed for commercial uses. 9. Floor sheafhing of 3/4" nominal APA rated OSB or Plywood must be glued-nailed to joists and spacing must not exceed 24" o. c. Live Page 1 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:45 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version 3 2 defl'n exceeding L/480 not recommended(i.e. 0500 is OK). 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: l0=D, 20=D+100%, 30=D+115%, 40=D+125%,50=D+133%, 60=D+100%+115%,70=D+100%+125% ,80=D+100/+133%, 90=D+100%+115%+133%/2,100=D+100%+115%/2+133%,110=D+CommercialLd(100%) 12. Group =Load Combination Number + Load Pattern number (For simple span Load pattern = 1 for LL 0 for DL) Page 2 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:45 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version 3 2 Project : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F32 Desc Usage : Joist(Floor) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = L/480 TL = L/240 Composite Action : Yes (*See Note #9) 3..", f3h[i psi 1.1' ~ 11 LOADS Project Design Loads : Floor.• Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start End Span# Starts Ends Additionallnfo Spcg Sen Uniform(psf) 50 40 100% 0 0' 0" 14' 8 11/16" 24" o.c. Base Uniform Load (Spacing Sensitive) *Dimensions measured from left end when span# is 0, otherwise from left end of the specified span. HOLES Type Span Loc'n* Width V(Ibs) LDF C.Face V allowed +M(ft-Ibs) -M(ft-Ibs) Additional Information 1 Circle 0 4' 0 3/4" 11 3/4" 414 100% Left 668 2 Obround 0 7' 3 1/4" 16" 194 100% Left 533 Diameter= 11 3/4" 3 Circle 0 10' S 3/4" 11 3/4" 399 100% Right 668 *Distance to center of hole, measured from left end when span# is 0 otherwise from left end of the specified span SUPPORTS(Ibs) 1 2 Max R'n 736 736 Max 100% 589 589 Min R'n 147 147 Min 100% 589 589 DL R'n 147 147 Min Brg(in.) 1.75 1.75 Stiffener NO NO SUPPORTS(plt) 1 2 Max R'n 368 368 Max 100% 294 294 Min R'n 74 74 Min 100% 294 294 DL R'n 74 74 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 722 1 14' 7" 21 2000 100% 0.36 M(ft-Ibs) 2710 1 7' 4" 21 6720 100% 0.40 LtRn(Ibs) 736 0 0' 0" 21 1854 100% 0.40 See Note #5 RtRn(Ibs) 736 0 14' 9" 21 1854 100% 0.40 See Note #5 LLDefI(in.) 0.11 1 7' 4" 21 0.37 01606 TLDefI(in.) 0.14 1 7' 4" 21 0.74 01285 USE: WOI 60 16.00" ta'~Z4" o.c. Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Floor sheathing of 3/4" nominal APA rated OSB or Plywood must be glued-nailed to joists and spacing must not exceed 24" o. c. Live Page 1 of 2 LUMBER LIMITED RICHARD TlNGLEY 15 Nov 2001 11:45 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version• 3 2 deft n exceeding L/480 not recommended(i.e. L/500 ~s OK). 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 12. Group =Load Combination Number + Load Pattern number (For simple span Load pattern = 1 for LL 0 for DL) Page 2 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:45 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- {904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version: 3.2 Project : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : F33 Desc Usage : Joist(Floor) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = L/480 TL = L/240 Composite Action : Yes (*See Note #9) ~.: i'~!" LOADS Project Design Loads : Floor. Live=40 psf, Dead=70 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 50 40 100% 0 0' 0" 12' 7 5/16" 24" o.c. Base Uniform Load (Spacing Sensitive) *Dimensions measured from left end when span# is 0, otherwise, from !eft end of the specified span. HOLES Type Span Loc'n" Width V(Ibs) LDF C.Face V allowed +M(ft-Ibs) -M(ft-Ibs) Additional Information 1 Circle 0 4' 0 3/4" 11 3/4" 314 100% Left 668 2 Obround 0 7' 3 1!4" 16" 233 100% Right 533 Diameter= 11 3/4" 3 Circle 0 10' S 3/4" 11 3/4" 475 100% Right 668 *Distance to center of hole, measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 630 630 Max 100% 504 504 Min R'n 126 126 Min 100% 504 504 DL R'n 126 126 Min Brg(in.) 1.75 1.75 Stiffener NO NO SUPPORTS(p/i) 1 2 Max R'n 315 315 Max 100% 252 252 Min R'n 63 63 Min 100% 252 252 DL R'n 63 63 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 616 1 0' 2" 21 2000 100% 0.31 M(ft-Ibs) 1987 1 6' 4" 21 6720 100% 0.30 LtRn(Ibs) 630 0 0' 0" 21 1854 100% 0.34 See Note #5 RtRn(Ibs) 630 0 12' 7" 21 1854 100% 0.34 See Note #5 LLDefI(in.) 0.06 1 6' 4" 21 0.32 02361 TLDefI(in.) 0.08 1 6' 4" 21 0.63 01889 USE: WOI 60 16.00" (o~24" o.c. Grade, Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reacton is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supporis'section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building offrcial should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Floor sheathing of 3/4" nominal APA rated OSB or Plywood must be glued-nailed to joists and spacing must not exceed 24" o. c. Live Page 1 of 2 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 11:45 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2009 Georgia-Pacific Corporation Version: 3.2 defl'n exceeding Ll480 not recommended(i.e. L/500 is OK). 10. Company, product or brand names referenced are trademarks or registered trademarks of their respecfive owners. 11. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%l2 , 100 = D + f 00% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 12 Group -Load Combination Number + Load Pattern number (For simple span Load pattern = 1 for LL 0 for DL). Page 2 of 2 ~ .. .... .... ..........r r.. .n..,,r r, n.n~ o nT„r~ICT n~ICT CIIO IATTTC(1 AV TRIICC MFR (t3/5Lf [S-J11`1 JIKHIV HtiH IV - 1,54 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 W4X4 110 MPH WIND, 21.70 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. W2X4(Al) = W2X4(A1) DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 6 F- ~ 6 ~20-4-0 W1.5X3 III ~1-4-0~ 5-5-0 5-5-0 10-10-0 Over 2 Supports R=523 U=357 W=3.5" ~1 4 0~1 R=523 U=357 W=3.5" ( - C34) PLT TYP. Wave TPI-95 Design Criteria: TPI STD **WARNING** TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB~91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (Tft USS PLATE INSTITUTE. 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ~ PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN; ANY FAILURE TO ~, BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INST ALI LNG AND !!! A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = r SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO s x EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i ~ DRAWINGS ]60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF Pft OFE SSIONAL ENGI NE Eft LNG =1 Alpine Engineered Products, IltC. RESPONSIB ILtTY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SU[TAB IL ITY AND USE OF TNIS = Haines City, FL 33544 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N 01 FL Certificate of Authorizationtt567 ANSI7TPI 1-1995 secTloN z. i 9 .5 a Ct T'f : 4 FL/-/4/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 5.0 PSF BC LL 10.0 PSF TOT.LD. 42.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.375"/Ft. REF R235--48757 DATE 11/20/01 D R W HCUSR235 01324268 HC-ENG /MMA SEAN - 21985 FROM RCT toi~an-J11"I ~IrcHIVHnHIV - ~,s~ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC - From 138 PLF at -1.33 to 138 PLF at 12.17 BC - From 30 PLF at 0.00 to 30 PLF at 10.83 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W3X3 ~ W4X4 i nt~ uw^ rnrrrn~u rnun wnruirn lr.vnv a v,iiu.a,vna~ ~.,,,,~. ~ ~.... ..~ ,,. w., .n n. 110 MPH WIND, 21.54 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. SEE DWGS 511030EN0699 & GBLLETIN1001 FOR MORE REQUIREMENTS. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W3X3 6 F- ~ 6 W4X7= W4X7 20-4-0 + W1.5X4 III + I~ 1 4 0 ~l -5-0 5-5-0 10-10-0 Over 2 Supports R=1085 U=760 W=3.5" ~1 4 Oy R=1085 U=760 W=3.5" Note: All Plates Are W1.5X3 Except As Shown. ( - C35) PLT TYP. Wave TPI-95 Design Criteria: TPI STD **WARNING** TRUSSES REQUIRE E%TR EME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND '-- BRACING. REFER TO HIB~91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR iO Dft., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPOR iA NT** FURNI SM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED * PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ~ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN i • SPECIFICATION PUBLISHED DY THE AMERICAN FOREST AND PAPER ASSUCI ATION) ANU TP1. ALPINE f L .O NNEC TOftS ARE MADE OF 2OGA ASTM A653 GR4O GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECT OftS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PR Of ESSION AI ENGINEERING 4 Alpine Engineered Products, IDC. I~InCS Clty, F1, 33$44 F1.CCL[it-Il'FISC Of Al11}IOI172IlOIl II S6~I . RESPONSIBILITY SOLELY fOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. N 0 V i9.5a QTY:1 FL/-/4/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 5.0 PSF BC LL 10.0 PSF TOT.LD. 42.0 PSF DUR.FAC. 1.25 SPACING SEE ABOUE Scale =.375"/Ft. REF R235--48758 DATE 11/20/01 D R W HCUSR235 01324269 HC-EN6 /MMA SEON - 21988 FROM RCT SBC: 110 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00 2X4 BRACE (1) 1X4 "L" BRACE • (1) 2X4 "L" BRACE ' (2) 2X4 '7." BRACE '• (1) 2X6 "L" BRACE ~ (2) 2X6 '1." BRACE GABLE VERTICA SPACING SPECIES L GRADE NO BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B F~ 1 2 3' 8" 6' 5" 6' 7" 7' 7" 7' 9" 9' 0" 9' 3" 11' I1" 12' 3" 14' 0" 14' 0" r v ~ S P F #3 3' 7" 5' 4" 5' 4" 7' 1" 7' 1" 9' 0" 9' 0" 11' 0" 11' 0" 14' 0" 14' 0" ~ ~ STUD 3' 7" 5' 4" 5' 4" 7' 0„ 7' 0" 9' 0" 9' 0" I1' 0" 11' 0" 14' 0" 14' 0" W ® HF STANDARD 3' 7" 4' 7" 4' 7" 6' 1" 6' 1" 8' 2" 8' 2" 9' 5" 9' 5" 12' 9" 12' 9" 1 4' 1" 6' 5" 6' 11" 7' 7" 8' 2" 9' 0" 9' 9" 11' 11" 12' 10" 14' 0" 14' 0" S P ~2 4' 0" 6' 5" 6' 11" 7' 7" 8' 2" 9' 0" 9' 9" 11' 11" 12' 10" 14' 0" 14' 0" #3 3' 10" 5' 6" 5' 6" 7' 3" 7' 3" 9' 0" 9' 6" 11' 3" 11' 3" 14' 0" 14' 0" d (~ DFL STUD 3' 10" 5' 5" 5' S" 7' 2" 7' 2" 9' 0" 9' 6" 11' 2" 11' 2" 14' 0" 14' 0" i STANDARD 3' 8" 4' 8" 4' 8'" 6' 2" 6' 2" 8' 4" 8' 4" 9' 8" 9' 8" 13' 1" 13' 1" 1 2 4' 3" 7' 4" 7' 6" 8' 8" 8' 11" 10' 4" 10' 8" 13' 7" 14' 0" 14' 0" 14' 0" ~ ~ S P F #3 4' 2" 6' 7" 6' 7" 8' 8" 8' 8" 10' 4" 10' 4" 13' 6" 13' 6" 14' 0" 14' 0" ~ ~ STUD 4' 2" 6' 6" 6' 6" 8' 8" 8' 8" 10' 4" 10' 4" 13' 5" 13' 5" 14' 0" 14' 0" W o HF STANDARD 4' 2" 5' 7" 5' 7" 7' 5" 7' 5" 10' 0" 10' 0" I1' 7" 11' 7" 14' 0" 14' 0" '~ 1 4' 8" 7' 4" 7' 11" 8' 8" 9' 4° 10' 4" 11' 2" 13' 7" 14' 0" 14' 0" 14' 0" C S P ~2 4' 7" 7' 4" 7' 11" 8' 8" 9' 4" 10' 4" 11' 2' 13' 7" 14' 0" 14' 0" 14' 0" W ~ #3 4' 4" 6' 9" 6' 9" 8' 8" B' 11" 10' 4" 10' 11" 13' 7" 13' 10" 14' 0" 14' 0" ~ DFL STUD 4' 4" 6' S" 6' 8" 8' 8" 8' 9" 10' 4" 10' 11" 13' 7" 13' 8" 14' 0" 14' 0" STANDARD 4' 3" 5' 9" 5' 9" 7' 7" 7' 7" 10' 3" 10' 3" 11' 10" 11' 10" 14' 0" 14' 0" c 1 2 4' 8" 8' 1" 8' 3" 9' 7" 9' 10° 11' 5" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" d' S P F ~3 4' 7" 7' 7" 7' 7" 9' 7" 9' 7" 11' 5" 11' 5" 14' 0" 14' 0" 14' 0" 14' 0" T ~ ~.J ~ STUD 4' 7" 7' 7" 7' 7" 9' 7" 9' 7" 11' 5" 11' S" 14' 0" 14' 0" 14' 0" 14' 0" o HF STANDARD 4' 7" 6' 6" 6' 6" 8' 7" 8' 7" 11' S" 11' S" 13' 4" 13' 4" 14' 0" 14' 0" 1 5' 1" 8' 1" 8' 8" 9' 7° 10' 3" 11' 5" 12' 3" 14' 0" 14' 0" 14' 0" 14' 0" C S P ~2 5' 0" 8' 1" 8' 8" 9' 7" 10' 3" 11' S" 12' 3" 14' 0" 14' 0" 14' 0" 14' 0" (~ #3 4' 9" 7' 9" 7' 9" 9' 7" 10' 1" 11' S" 12' 0" 14' 0" 14' 0" 14' 0" 14' 0" DFL STUD 4' 9" 7' 8" 7' 8" 9' 7" 10' 1" 11' 5" 12' 0" 14' 0" 14' 0" 14' 0" 14' 0" STANDARD 4' 8" 6' 8" 6' 8" 8' 9" 8' 9" 11' 5" 11' 8" 13' 8" 13' 8" 14' 0" 14' 0" TRUSS DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED NHEN DIAGONAL BRACE IS USED- CONNECT DIAGONAL BRACE FOR 900 AT EACH END. MAX NEB TOTAL LENGTH IS 14'. VERTICAL LENGTH SHONN IN TABLE ABOVE. CONNECT DIAGONAL AT ' MIDPOINT OF VERTTCAL NEB. 2X4 SP OR DF-1 ~2 OR BETTER DIAGONAL BRACE; SINGLE OR DOUBLE CUT (AS SHONN) AT UPPER END. BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE-PINE-FIR HEN-FIR 1 2 STANDARD 2 STUD 3 STUD 3 STANDARD DOUGLAS FIR-LARCH SOUTHERN PINE 3 S STUD STUD STANDARD STANDARD GROUP B: HEN-FIR I & BTR I SOUTHERN PINE DOUGLAS FIR-LARCH ~1 1 ICJ z GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA ]S L/240. PROVIDE UPLIFT CONNECTIONS FOR 145 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' O" OUTLOOKERS WITH 2' 0° OVERHANG, OR 12" PLYNOOD OVERHANG. ATTACH EACH 'L'" BRACE KITH lOd NAILS. '~ FOR (1) °L" BRACE: SPACE NA11S AT 2" O.C. IN 18" END ZONES AND 4" O.C. BETNEEN ZONES. ** FOR (2) "L' BRACES: SPACE NAILS AT 3" O.C. IN 18" END ZONES AND 6' O.C. BETNEEN ZONES. "L" BRACING MUST BE A MINIMUM OA' 807. OF NEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN ll' 6" 2X4 GREATER THAN 11' 6" 2.5X4 + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS 511030E & GE-002 ^~WARNING~^ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF SBC-GAB11030 INSTALLING AND BRACING. REFER T^ HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'DNDFRI^ DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR T^ PERFORMING THESE FUNCTIONS. UNLESS ^THERWISE INDICATED, Wrw DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ` ~~Q~ HAVE A PROPERLY ATTACHED RIGID CEILING. ~-'v~~:•.•..,;-r DRWG 511030EN0699 •~IMPDRTANT*^ FURNISH A COPY OF THIS DESIGN TD THE INSTALLATION CONTRACTOR. ALPINE SHALL NDT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ENGINEERED PRODUCTS INC ,~t~r`w• ~ ~ q~ ALPINE . , DESIGN; ANY FAILURE T^ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; DR FABRICATING, ~ ~ -ENG HANDLING, SHIPPING, INSTALLING ANO BRACING OF TRUSSES. DESIGN CDNF ORMS WITH 3 + ; ~ APPLICABLE PROVISIDNS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE DF 20GA 3 ~ l ~ 60 PSF TOT LD ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS T^ EACH FACE OF ~~ : ~~>~ . . ALPINE ENGINEERED PRODUCTS INC. TRUSS AND, UNLESS ^THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER a(R ~ ' G • , POMPANO BEACH FLORIDA ESTHDNAL D S PT E O I S A G /~(f, ~;~i GRIaP~ i' , OESIGN SHDWN. TRU S C^MPONENT NGINEE ING RESPDN IBILITY SOLE Y FDR THE THE RT l LA I N U M D ~ r E V~ P~ j LTIDN 2 95 S D S F ~ ~N AX. SPACING 24.0 PER ANSI 9 E RESPONSI ILITY BUILDING DESIGNER, DF THE ..~~ ~ DET ~.IL ~B~ VERTICALS FOR. LET-IN SIZES GREA'rr•nTHAN il' 6 2.5Xa DR PEAK. 6'• LESS SAN 11' USS DESIGN F GREATER ENGINEERED PLA,I,ES O SFLI~ NEB AND HEEL PLATES OVERLAP• USE A I * SINGS LATENTO SPA1 ~x /EB 'r-,1~ 110 Mr" 2x6 10 7. 50 15 ~ 110 MPH 2x4 2x6 50 7• ]0 7 j0 0 30 FT PH 2x4 g0 x 5 to 100 M 2x6 10 . nC 90 SPECIFIED ON CONNECTIONS FOR UPLIFT PROVIDE Ep TRUSS DESIGN KITH THE ENGINEER ORCING MEMBER ATTACH EACH „T••NRAILS~ AT q" O C. PLUS CHO~d HAND pt11i0NMTOENAILS 10N 3 ~PXA3D B~0 ~ TOP » O.G. PLUS (4) TOENAI ~ UN DRIVEN NAILS 9 1,tESav..- I R~ gp12CING TOENAIL MEN '. TOENAIL ~~" REINFORCiN ~~ EGABLES CONVERT ,FROM T' BY ZENG SPA NG) FOR (1) TO .•T FACTOR FROM TBE MULTIPLY SPECIES, GRADE pB~AINED FOR A5CE OR VERTI~ I'B~CE, G E GABLE DETAIL 2X4 VERTICAL AppgOPRIATELO U ORCED GABLE SBCCI WIND REINF OM CHORD ALLO'RABOM ~ P TO BOTT ~GTH IS lA' FR „~„ $gAC EB BEN INCREASE tiV CTH AscE ...,» nuttNF. SBCCI BO 1,-PH 2x~ D G ~p BOTTOM CHORD ALPINE PROpRIATE THE AI' LOAD p07015EN0699 USED `NTH SBCCI WIND 0699, 4699 THIS DETAIL pO1,BFOR A5CE OR A08015EN A07030EN 030EN0699, AOB030EN0699, GABLE BET ABLE DETAIL BR5'EN0699, A09015EN0699, 015~p699 70 MPS 2x6 30 FT E 100 MPH EXAMPL ~ SPEED T A5CE yRNB lIELGHT =, 3o C. SP #3 MEAN VERTICAL 1dE BER 512E 2X~ 107. = 1'10 GABLE ORCING OM ApDV 7~•, '"r'~ BRAS '1 BRA E L~ G~GABLE VERTICAL LENGTH (1) 2XQ L ., gELNFORCED e ry, 3" ASCE G A1001 MAXIMUM ,•T x 6' 7„ 0699, A09 0699. 507 0699 1.10 A11015EN p699, A10030ENmNGS p699, SOSDI5EN p69g 5p7030EN xC262g4p35 A110~ B DETAIL' DRA 0699, 509015EN 0699, 508030EN 876 71g & ~, SBCCI p699, 510015EN 0699, 509030EN GARg81T7 LET-IN vER' 511015EN 0690, 510030EN ASCE OR SBCCI REF WTNG REPT,ACE5 pRA'NII3G 51]030EN GABLE DETAIL ( LE PATE p6125~99 ALPINE UNREINFOHCED GAB ZT11S TigA ETINO69g SEE APPROPRIATOR LdAXLMUM j}Rw(,' GBLL ~--~ WIND LOADLENGTH pLJ/KAR ~,~M'~ _ENG VERTICAL ._ <utPPLNG.,w~ iSNED ~'"'. dribs.. 1. V ALPINE llucss, INC. _..,....~aEREDP~ ~nA iNST FDR u nP ZpGA OF .~~~~~~'~ TOT. LD• 6O PSF * _ " X ANY P~~ ~ FAC. ~~'~G'r~ _~ t?4t~~~,r:• , ~ n x SPACIN~ cD - N tll ° N - v o --~ - 07 • •-O °mmo X >N Lma O CN ~~~ m OC'~ Uln:m~ •,L ~ >m ~ ~ C L C O Joao U ~- L4 O L LL mOmm ~ m 0 m m O+- C C 0 J m ' N a-° ~ L 3 mi.mo ~ L-mL oa mo m O L 12' 19'4" N--a U~ELL C O ~- JOB: 8758C STRANAHAN L O O-Y ~~m~` LOC: 1625 BEACH AVE °°`•° -.m ~ ~ T PLAN: STRANAHAN RESID ~ J~ d J Y °°~'° - + ~ __i DESIGNER: RICHARD TINGLEY _ L o LCL ~~~°3 °¢amm + T ~ } U •o~ - HANGERS ON JOB ARE AS FOLLOWS ~ m7~m .. m~-o UNLESS NOTED OTHERWISE ~}m~~ . - F- L+-mm Z ®°-m FLOOR TRUSS THA422 wamm~ ~° SKEWED FLOOR TRUSS LSSU410 QOEECm 2 -PLY BEAM HGUS414 --m ~==m SKEWED 2-PLY BEAM LSSU410 ~ ~~~~ m>>; o~~o ALL SKEWED HANGERS MUST BE ATTACHED BEFORE BEAMS OR TRUSSES O ~' ARE INSTALLED ~-- N F46 ~ ~ F47 BM-10 2-1.75" X 24" LVL 20' ~ F48 BM-11 2-1.75" X 12" LVL 8' ~ ' BM-12 2-1.75" X 24" LVL 32' ~ ~ ~ BM-13 2-1 75" X 24" LVL 4' 00 . BM-14 2-1.75" X 24" LVL 12' ~ ~ `~ BM-15 2-1.75" X 24" LVL 9' ~ °' BM-16 2-1.75" X 24" LVL 6' ~ ~ BM-17 2-1.75" X 24" LVL 26' ~ ~ in l ~ o 14 ' 2 " 10 8 o ' 2 .. -.___~-_ 5 , 8 „ --~ 0 ~ o ~ ~ m ~ BM-11 BM-10 ti BM-12 ~ F39 F45 F44 F43 t• - 1' t• - t' - t• . t• - BM-13 ~ gM-15 F42 t• - t. BM-14 t• ~ • - BM-17 ~ t BM-16 F41 F40 --------- --------- SUPPORT -------- -------- REPORT ---------- ---------- --------------------------- --------------------------- JOB DESCRIPTION: 8758C ------------------------- ------------------------- WIND CODE: N/A ----------------- ---------- WIND MPH: N/A ------------------ BLDG T --------- YPE: N/A ------------------------- --------- TRUSS -------- TRUSS ---------- SUPPORT ------------------ SUPPORT BEARING --------- BEARING ------------------------- REACT• REACT• MAX WIND DESC --------- SPAN-ft -------- SIZE-in- ---------- TYPE XLOC-ft- ------------------ YLOC-ft- --------- MAX•+# MAX--# UPLFT--# ------------------------- --------- F36 -------- 19.042 ---------- 5.500 ------------------ WALL 0.ODO --------- 21.333 ------------------------- 1238 F36 - 19.042 3•DOD THA422(TF) 18.792 21.333 1238 ------ -- F37 -------- 33.667 ---------- 5.50D ------------------ WALL 2.333 --------- 21.333 ------------------------- 1169 F37 --------- 33.667 --------- 5.500 -------- WALL 33.208 --- 21.333 101D F38 31.333 - 5.50D -- ------------- WALL 0•DOD --------- 21.333 ------------------------- 1D18 F38 31.333 5.500 WALL 30.875 21.333 1D18 --------- F39 --------- 21.542 --------- 3.ODD ------------------ THA422(TF) 0.ODO --------- 21.333 ------------------------- 700 F39 ---------- 21.542 -------- 5.500 --------- WALL 21•D83 - 21.333 700 F40 ---------- 11.417 -------- 137.000 --------- ----------------- WALL D•DDD - --------- 21.333 ------------------------- 1484 F41 11.417 3.000 ----------------- THA422(TF) 0.ODO --------- 21.333 ------------------------- 742 F41 ---------- 11.417 -- - 3.000 THA422(TF) 11.167 21.333 742 F42 --- -- 25.375 --------- 3.000 ------------------ THA422(TF) 0.000 --------- 21.333 ------------------------- 11D0 F42 ---------- 25.375 -------- 5.50D --------- WALL 24.917 --- 21.333 1100 F43 24.111 3•D00 --------------- THA422(TF) 0.000 --------- 21.333 ------------------------- 1045 F43 --------- 24.111 --- 5.500 WALL 23.652 21.333 1036 F44 ----- 22.851 ---------- 3.000 ------------------ THA422(TF) 0.000 --------- 21.333 ------------------------- 990 F44 --------- 22.851 -------- 5.500 ---------- WALL 22.392 --------- - 21.333 982 F45 21.591 3.000 -- ------ THA422(TF) 0.000 --------- 21.333 ------------------------- 936 F45 ---------- 21.591 -------- 5.500 --------- WALL 21.132 - 21.333 936 F46 6.113 5.5D0 ----------------- WALL 0.000 --------- 21.333 ------------------------- 397 F46 ---------- 6.113 -------- 3.5D0 --------- WALL 5.822 ------------- 21.333 397 F47 3.122 5.5D0 ----- WALL D.OOD --------- 21.333 ------------------------- 212 F47 ---------- 3.122 -------- 1.591 --------- WALL 2.989 --------- - 21.333 194 F48 1.646 5.500 -- ------ WALL 0.ODD --------- 21.333 ------------------------- 112 F48 --------- 1.646 --------- 4.011 --------- WALL 1.285 ------------------ 21.333 --------- 89 ------------------------- Face l~nunt Hangers -Structural Compasite Lumber ,.. ~- Allowable Loads __ Dimensions Fasteners Joist Model ~ ~ ~ DF/SP S ecies Header j_ SPF S ecies Header Size ~' No. ~~ -- ~ 1 Uplitt j Uplift Floor Snow Roof ~ Floor Snow Roof j W I HH B face ~' Joist (133) (160) a (1QD) 1 (115 (125) ~ (100} (115) (125) ~ ~ HlJ7 MIN 1„x7Y 1'?fs I 6'Xs 2yz 12-16d 4-10dx1y 480 575 1610 1850 _ 2010 1390 1600 1740 , -- - HU7 MAX 1"'/,s 6'Xs 2Y 16-16d 8-10dx1 y 960 1150 2145 2465 2680 1855 2135 2320 I HUS181/10 1+/5 ii 8~! 3 30-16d ' 10-16d ~ 2845 3000 __ 4900 . i 5045 5145 4355 ~ 5010 5145 i 9y _ 9 z ~ HU9 MIN 1135e ~ 935e 2Y 18-16d 6-lOdxlyz i 720 865 ~ 2410 2775 3015 ~ 2090 2400 2610 ~ - .HU9 MAX 1";5 _ ~ 9%s ~ 2lz _ 24 16d 10-10dx1y _ 1200 ~ 1440 3215 3700 4020 2785 3200 -3480 HUS1.81/10 1~~ 8j 3 30-16d 10-16d 2845 - 3000 - 4900 -- 5045 5145 4355 5010 5145 11 y 44 11/ HU11 MIN 1'tis 11Y,s 2yz 22-16d 6-10dx1 y 720 865 2950 3390 3685 2550 2935 3190 HU11 MAX 1'~s 11ys 2y 30-16d 10-10dx1y 1200 1440 4020 4315 4405 3480 4000 4350 HUS1:81iT0 113/, 8~8 3 30-16d 10-16d 2845 ~ 3000 4900 5045 5145 4355 5010 5T45 i% x 14 ~ HU14 MIN 1i3!o 13'Xe_ ~' 2Y ~' 28-16d i 8-10dx1y _ I 960 f 1150 3750 ~ , 4110 4180 3250 3735 4060: ~~ HU14 MAXI 1'fs i 13~Xs 2Y _ ~I ~36-16d ~ 14-10dx1y 1680 201b 4540 i 4730 ~ ~ 4855 (, 4175 4730 4855 HU2.75110 MIN 2%< 9 2y ~ 14-16d 6-10dxiy2 720 865 1875 2155 2345 1625 1870 2030 9 Xs9 ,/ Y< - Y HU2.75/10 MAX 28 / 9 2y 18-16d 10-10dx1y 1200 1440 2410 2775 3015 2090 2400 2610 HGUS2.75l10 28, 815/18 4 46-16d 12-16d 3415 4100 7 89 0 8665 8665 6745 7755 8430 I HU2.75/12 MIN 2!a ~ 10'< 2Yz 16-16d 6-10dx1y ~ 720 ~ 865 _ _ _ 2145 2465 2680 I 1855 21`35 2320' 11y,Y511/ ~ HU2.75/12 MAX1 2% 10% 2Y ~ 2216d 10-10dx1y~,' 1200 1440 i 2950 ; 3390 3685 ~ 2550 t 2935 31.90 _HGUS2.75/12 23; 1015 8 I 4 i 56=16d 14-16d ` ' 3985 4780 9415 1 9615 9750 '~' 8155 9380 9750 HU2.75l14 MIN 2%< 13 2y ~ 18-16d 8-10dx1 y 960 1150 2410 _ 2775 3015 2090 2400 2610 21y1e x 14 HU2.75/14 MAX 2%< 13 2y 24-16d 14-10dx1y 1680 2015 3215 3700 4020 2785 3200 3480 HGUS2.75/14 2/ _1215i i 4 66-16d 16-16d _ 4555 5000 9605 9840 9995 9565 9840 9995 HU2.75/16 MIN 236 I 14iis 2Y 20-16d " 8-lOdxl,Y.z _ 960 _ 1150 2680 3080 3350 2320 2670 2900 2+y16 x 16 ' ~ AX ~ ~ ~~ 4 ~ 14 ~ ~~ 2015 ~ 3485 ___ 4005 4355 3015 3470 3770 i HGUS2 75/14 a 2 , 12! ~ 66-16d 6 6d 4555 i 5000 1 ~ 9605 9840 - --- 9995 9565 9840 9995 HU212-2 MIN 3y 10j 2y 16-16d 6-10d 905 1085 2145 2465 2680 1855 _ 2135 2320 HU212-2 MAX 3y 10/8 2y ~ 22-16d 10-10d 1505 1810 2950 3390 3685 2550 2935 3190 HU3.25/10.5___ 3y, 10y, 2y 22-16d 10-10d ~ 1505 1810 2950 3390 3685 2550 2935 3190 i 3 GLULAM HU3.25/12 3y, 11/ 2y i 24-16d 12-10d 1810 2015 3215 3700 4020 2785 3200 3480 i y HU216-Z MIN 3y 13/ 2y 20-16d 8-10d 1205 1445 2680 3080 3350 2320 2670 2900 HU216-2 MAX 3y 13j 2' 26-16d 12-10d 1810 2015 3485 4005 4355 3015 3470 3770 HGUS3.25/10 3y, 8/ 4 46-16d 12-16d 3415 4100 7890 8330 8445 6745 7755 8430 HGUS3.25/12 3y, 10/ 4 56-16d 14-16d 3985 4780 9535 10965 11335 8155 9380 10195 HU48 MIN 3~8 61s - 2y 10-16d i 4-tOd 605 725 1340 1 1540 1675 1160 1335 1365 3yz x 7 ; ~, _ _ HU48 MAX __ 3l6 67 ;~ 2Y 14'-16d 6-tOd ~ 905 1085 1875 i 2155 2345 1625 1870 2030 I HGUS46 _ _ 35 47 4 20-16d _ 8-16d T 2275 2735 13755 _ 4320 4695 31.85 .3660 '3980 U410 39,8 8/ 2 14-16d 6-10d 890 1065 1860 2140 2330 1610 1850 2010 HUS410 3/ 81/ 2 8-16d 8-16d 2160 2590 2010 2310 2510 1650 1900 2065 3y x HU410 MIN 39s 8% 2y i 14-16d 6-10d 905 1085 1875 2155 2345 1625 1870 2030 9y,'9~ HU410 MAX 3/ 8/ 2y 18-16d 10-10d 1505 1810 2410 2775 3015 2090 2400 2610 HHUS410 3j 9 3 30-16d 10-16d 2855 3430 5190 5900 5900 4385 5040 5480 HGUS41.0_._~ 3/ 8'Xe 4 46-16d 12-16d 3415 4100 7890 8665 ~ 8665 6745 7755 8430 0410 i 3/~ : 83a 2 14-16d 6-10d ~ 890 1065 I 1860 ' 2140 2330 1610 1850 2010: _ _ HUS412 ' 395 10y~ ~ 10-16d 10-16d .2700 3240 ' 2510 ~ . 2885 3140 2065 I 2375 2589 3y~x HU_412MIN 3%e 10/6 2 16-16d 6-10d~ 905 1085 t 2145 246 5 _ 62 80 1855 ~ 2135 2320 1 1 y, - 1 1 /8 HU412 MAX 39j 10/ 2 22-~16d 10-10d ' 1'$05 1810 2950 _ _ 3390 i _ 3685 . 2550. 2935 3190 HHUS410 35~ 9 3 30-16d 10-16d 2855 ~ 3430 5190 ~ 5900 j 5900 4385 5040 548 NGUS412 3 10~ 4 56-16d 14-16d 3985 4780 9535 !, 10965 11335 81.55 9380 10195 U414 3tie 10 2 16-16d 6-10d 890 1065 2130 2445 2660 1840 2115 2300 HU416 MIN 39 13~ 2y 20-16d 8-10d 1205 1445 2680 3080 3350 2320 2670 2900 3y x 14 HU416 MAX 3je 135 2y 26-16d 12-10d 1810 2015 3485 4005 4355 3015 3470 3770 HHUS410 358 9 3 30-16d 10-16d 2855 3430 5190 5900 5900 4385 5040 5480 HGUS414 3% 12;8 4 66-16d I 16-16d 4555 5000 11180 11335 11335 9565 11000 11335 See footnotes on opposite page. Structural Composite Lumber can be Glulam Beam, LVL, TimberStrand ` or PSL. See CJT Kit (Concealed Joist Tie) on page 57 for concealed connector installation. N T N = n fyi ~ ~ ~ ~ o ~ ~ m 53 r~ r " ~ ~~ I~ LSSU410 < 'mil (LSSU210-2, ~' ~ LSSUH310 f'" similar) \ 3i; \ I V 4J UP OR DOWN LSSU28 U.S. Patent 4,423,977 and Canada Patent 1,168,827 ~:. AFUNGE I w I A ~ / ~, - . i~ ~ / ~/ H L J I m I I ~, a a" ~A~ FLANGES .; m C, 0 9~ - a Up~ TsoLOas LSU26 \ / UP OR OONN ~/ ~r~„'" LIGh-T SLDP,Ep/SKEYVEp y~ u tfalv,~~~s This series attachjoists or rafters to headers, sloped up or down, and skewed left or right, up to 45°. MATERIAL: LSSU210-2, LSSU410, LSSUH310-16 ga; all others-18 ga FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • Attach the slopedjoist at both ends so that the horizontal force developed by the slope is fully supported by the supporting members. • Web stiffeners required for I joist applications. CODES: BOCA, ICBO, SBCCI NER-209, NER-421, NER-432. City of L.A. RR 24949, RR 25074 and RR 25076. Joist Dimensions Fasteners Allowable Loads Width Model DF/SP S ecies Header >i'f" ;ptrcie4 deader (9y" min. Nb. Ga W H Face Joist Uplift'- -Uplift= Roof Ro€rf joist depth required). (133) (160). Floor (100) Snow 115 Const (125) Gloor {100)- Siso~r (?1~) Cuarst (1i`:) Slo ed Onl Han ers 1Yz LSU26. 18 19/,8 4/ 6-10d 5-10dx1y 485 535 665 765 800 ty CSSU28 18 19/ 7y 10-10d 5-10dx1y .485 535 1110 1275 1390 1y LSSU210 18 1/e 1~ - 13; LSSUI25 18 1~3~ 8y 10-10d 7-10dx1y 730 875 1110 1275 1390 ,.,,, '."^• t fiti 2y, - 2y16 LSSU135 18 2~( 2y LSSUH310 16 29/, 2~ - LSSUIH2.68 16 2+ye gy 18-16d 12-10dx1y 1150 1150 2395 2565 2568 ~' ) 2"' ~~~FC; 3 LSSU210-2 16 3y 8y 18-16d 12-10dx1y 1150 1150 2395 2755 2990 3y LSSU410 16 39/,8 8y 18-16d 12-10dxty 1150 1150 2395 2755 2990 _ 4 -45 LSU3510-2' 14 4Y, 8/ 24-16d 16-tOdxty 1150 1150 3215 3700 4020 _ Skewed Han ers or Slo ed and Skewed 1y LSU26 18 1~8 4/ 6-10d 5-10dx1y 485 535 665 765 800 `- c 3i?. 1Y LSSU28 18- 1~8 7y 9-10d 5-10x1y 485 535 885 885 885. ~ ~> ?c 1y LSSU210 18 19„8 __ 1/-1/ LSSUI25 18 1'/18 Sy 9-10d 7-10dx1y 730 785 995 1145 1205 >(0 2y, - 2~8 LSSU135 18 23;8 2yZ LSSUH310 1fi 29/,6 2s~ LSSUIH2.68 16 21X8 gy 14-16d 12-10dz1y 1150 1150 1600 1600 1600 " 3 LSSU210-2 16 3y , 3y LSSU410 16 39/,8 8y 14-16d 12-10dx1y 1150 1150 1825 1865 1865 f ie> 4y2-4/ LSU3510-2' 14 - 4~ 8j 24-16d 16-10dx1y 1150 1150 2300 2300. 2300 ~>> J 1. Roof loads are 125% of floor loads unless limited 2.Uplif[ loads include a 33% and 60% increase for earthquake by other criteria. Floor loads may be adjusted for or wind loading; no further increase is allowed. load durations according to the code provided 3. LSU3510-2 skew option must be factory-ordered. they do not exceed those in the roof columns. LSSU INSTALLATION SEQUENCE Step 1 ACUTE ~~ Nail hanger to slope-cut ANGLE _: ~ Step 2 carried member, installing „ Skew flange to form acute ;~ seat nail first. angle. Bend other flange back No bevel necessary for along centerline of slots. 10dx1'/z''L ~ skewed installation. Bend one time only. NAILS 1'/I6"HCP2,1'yle"-HCP1.61, 3t/s"HC, P4, PLATE LINE ~~~ LOCATOR i FOR PROPER 6'-HCP2 & INSTALLATION HCPi.81 65/a'-HCP4 2'~' 39h6^-HCP2 $HCP ~ 1.81, 4,le,-HCP 4 HCP2 (HCP4 similar) U.S. Patent 5,380,115 86 --V Step 3 ;,.Attach hanger ~,~ , '' to the carrying ~,l member, acute angle side first. Install nails at an angle. P PLATES' NER' The HCP connects a rafter orjoist to double top plates at a 45° angle. MATERIAL: 18 gauge. FINISH: HCP2-galvanized; HCP4-Z-MAX INSTALLATION: • Use all specified fasteners. See General Notes. • Attach HCP to double top plates; birdsmouth not required for table loads • Install rafter and complete nailing. Rafter may be sloped to 45°. CODE: BOCA, ICBO, SBCCI NER-499. Doug-Fir-larch/ f ` So Pine ir pan ntr- Member Model Fasteners. UPirft . Allowable ~ ebie Size No. Avg Loads .as To Ta Ult (133 & 160) (t = 10) I Rafters Plates U lift Fi F~ 2x HCP2 6-10dx1 6-10dx1 2017 605 300 1 HCP1.81 6-10dx1 6-10dzT 2017 605 300. __ 4x HCP4 8-10d 8-10d 3367 1000 265 __ 1. Loads may no[ be increased for short-term loading. 3. Uplift loads include a 33% 2. The HCP can be installed on the inside and [he and 60% increase for earth- outside of the wall with a flat bottom chord truss quake or wind loading; no and achieve twice the load capacity. further increase allowed. Typical HCP Installation ,°_-~- . _ - - L. •~ i i Dome Double Shear ' ~ ~ Nailing prevents ~ ~ ~I i tabs breaking off }. (available on t~!( „' ` '~~ some models) i ~,w .f~, U.S. Patent 5,603,580 THA29 4 Top Nails / '_"_"-_ ...~ ~ - Face Nails ~'1 Installation / "'" Joist Straight 11x115 Typical THA Minimum Nailing Configuration on a 4x Nailer (except THA29) Minimum Carried Member _a ~_ I R J !~ 4. ~-? _2x4 O '' 2x6 _ 2x6 (2)2x10 (2)2x10 4x6 4x10 4x10 4x2truss 4x ~I~ l; ~~jt~'~! Double Shear Nailing Top View ~." U.S. Patent 4,480,941 Canada Patent 1,193,418 ~,.~ .r~ ~ rzuss ~.ia,'c~r~s NE'Nt The THA426 and THA426-2 provide connectors for - 24" floor trusses. The ThiA sexes' extra long ,traps allc:^; full code na!Iing and can be Feld-formed to give top flange hanger convenienr_e. MATERIAL See table. FINISH. ~ul;ar.ized INSTALLATION: • Use all specified fasteners. See General tJetes. • T~r~o different installation methods may be used: • Maximum nailing-Install ail face naiis according to the table. Nails used for [he joist attachment must be driven at an angle so that they penetrate through the corner of the~oist into the header. • Minimum nailing-For the THA29, the minimum nailing schedule requires [he use ofjoist double shear nailing as deta!led above, and that the strap be field-formed over the header a minimum of [li". A minimum of four top and fcur face nails must be used. • For a!I models except the THA29. the minimum nailing schedule may be folla,ved ~.vhere double shear nailing is no[ possible, provided the strap is field-termed over the top of the header a minimum of 1 Yz" ter the THA213 and THA413, and 2' for alt others. and a minimum of four Cop and rvo ` face nails are used. The joist double ~ ~;; shear nailing tabs are easily - r!`i straightened sa that [he nails can - 1 r be driven straight into thejoist. e,~~( !/f~ CODES: BOCA. IC80, SBCCI NER-209: t i j' City of LA. RR 2x949; _ _ _ ._4 -~ , ~t/, Double Shear %%'~ Nailing Side View Typical THA U.S. Patent installation with 4,291,996 a 4x2 floor Wss odei No. i ! ! Ga ~ i I Doug-Fir-Larch/Southern Pine ~ =oruze-?ine-Fir Dimensions I Fasteners i ~ ! 'Down __._ Allowable Loads ! ~~~: ' r _ I Carrying Carried ! Avg ; U lilt= ~ ( i ~';_, ~ ! 1 W H C i Member i Member ' Ull ' (133 g i Floor I Snow ; Roof r.., i . In^r , y: ~ Pu~! ~ I (100) (115)!(125) ~~0) t1 :.r { :) I ! Top ~, Face ~ Straight Stant ', , 160) , I I t ~~ ( ~ MINIMUM NAILING- TOP FLANGE THA29 18 15,g ~; 5~' '~4-10414-104- '4 -tOd 8167'. 750 `; 2260 ~2310~2350~ - - _ - ~ THA213 ~ 18 15p i ! 5); 14-10412-104 4-10dx1 ~ ! 53431 - ! 1615 ~ 161511615! - ~` 1 ! `~ ) 1 THA218 i 18 1=g j ~; 14-10412-tOd 4-104x1;+,' _ - '' 5343. - 1615 f 1615! 1615! - '-`. I _:~~ i i_ I THA218-2 1 16' 3t; ' - 8 !4-164' 2-164 ! 6-164x2'; ' 5085'' I 1635 1 1635'. 1635 1 - -_ ' THA222-2 116 I 3v I I 8 14-164! 2-164 6-16dx2'c ' ! 50851 ! 1635 ! 1635 ! 1635 ! - - ' - THA413 18 I 3~ ' . 4Y. 14-104! 2-104 4-104 5343! - I 1615 ! 16151 1615 I - I I =' ~ THA418 116' 35' ' - 7%. '4-164! 2-164' 6-164 ' ' 5085' . 1635 11635' 1635'. - I - -: _ THA422 ! 16. 3" _ 17?' ,4-164! 2-164 6-164 i 5085'. 1635 11635 ; 1635 -- THAC422 i 16 ~~ 35% ! ~ 7?; !4-1641 2-164 ~ 6-164 I - 15085' 1 1635 (1635 j 1635 1 - ~ '-'~~ I _ ' ;' ' THA4?fi 114 I 351 1 - ' I ~a 14-164 r d-164 ~ 6-164 - 87201 - 2425 2425 12425 I - i . ~ c ::_ ~~ t 2truss ITHA422-Z '14 7 2truss i THAG122-2 i 14 ' 7 2truss !THA426-2 ! 14 ! 7 _truss i THAC426-2 ' 14 , 7 17?e 14-1641 4-164 I 6-164 I - 18720. - 2425 j 2425 ~ 2425 I - I ~ 9~. I '~ ° "=t-' I 9?' 14-164,4-164 6-164 7502', ! 2450 12450 2450 - - - - 1 9?< ! 4-164: 4-164 ' 6-164 - 75021 I 2450 ; 2450 ' 2450 ! _ _ ~, 9?; 'i 4-164 l 4-164 6-164 '~ 7502 ~~' - '2450 ' 2450 '~ 2450 _ - ~ - 9~; '4-i6d! 4-164', 6-164 7502'. ' 2450 ' 2450 2450'. -- -' i MAXIMUM NAIL ING-ALL NAIL HOLES FILLED 2x4 i THA29 118 i 15~' '~ 9+y,- 1 5); '~ - ' 16-1041 4-104 8250 i 750 ~ 2310 ~~ 2350 '~ T - _ 2125 - 2x6 ! THA213 ~~, 18 ~ 15~ 135-- 5ti; .14-104' 14-tOd l 79831 930 1795 11840 I, 18701 - i !;'C ~ _'- ' ~ , s 2x6 iTHA218 118 ` 15~ i 17x' I S,Y; ! - ;18-1041 - 4-104! 91201 930 I 1795 (1840 18701 _ - (212x 10 I THA213-2 ' 16 3 ~ ' 17 ;; ' 8 i - ' 16-1641 - ' 6- t 6d ' 11500' 1550_' 2830 3050 0050 ' ' : _- - ___ (2)2x10 THA222-Z 16 ~ 3js 22-<, ', 8 22-1641 - 6-164'13067' 1550 ', - 3510 3595 ' 3650 _ -- 4x6 - ~ TNA413 ' 18 ' 35<' I 13?;, i 4'-- ' 14-104: _ ! d-104 79831 930 i 1940 'i 2235 2.100 I - _ r- ' •1x 10 THA418 i 16 ' 35.3 t 7>; T - 116-t 6d', - 6-164 115001 1550 2830 ! 3050_' 3050 -- --4x10 THA422 116 35; 22 i s - 2-16tl! - 6-164'13067 1550 3630 4090 -1145 - - 4x2truss !THAC422 16 ' 35.; 22 ! 7%~, ! - ''22-164! ! 6-164 13067' 1550 ! 3630 i 4090 4145'. ' ~~ _ = 4x2truss (THA426 ' 14 35 26 3 _L._ i 7% ' -_ 30-1641 - ' 6-164 1148361 1715 ' ,- , . 4020 1 4625 -1655 ', ~ - 4x2truss THACT26 ! 14 3 -, ''6 17%~ - 30-164: - ~ 6-164' 14836 1715 4020 i 4625 ' 4655 ' !2!da2truss THA422-2 t4 7'; 9'; 30-t6d 6-164'18283 17'5 -1720 5-130 5525 -- - i-' x2111.55 TH4CJ2_ > 14 7'" 2~ 9'-. - 30-t6d - b 1od 18283 1715 ' -1720 5430 5525 - -° ;'21 J'Qtruss TH~i-126 ~ ~ 14 i'~; ? ~'. 9 : - ~30 164 ~ ~ It>trt.55 ' THACd~S ~ 14 _7 ' _ ~~ h 9='_ - '0 .6d ' ,ii ~nkec, may be used in replace ' od commons .;t 0.35 ~f able '~oad. 2.l_t,'rt, I~as oe_n nt. °.sed .... .ind ~~ -or ~°ar[hqu,:h • 'r"nnd ~oadu~~q rn!h 8- n~ r.r~~i~~r n~, r. r,e Jla~~d educt ~~ .nher !nod :,nndiaon as equ r ~~f by::oda - ' ~ --- - o-~i6d 18283' 1715 ~ =1720 5430 X525 :~ :.-- ,. ~_ ' - 0 164 i8~83 1715 -1720 5430 5525_ _. ... ,oot gads are ' ~~ S o(rloor loads unless limned by other cnter.a Floor o~.ds may L-e : diu~[ed "rr I, ,;d ~luraU„m .cr,or[hrtg :o the tod-, rro.ided theq :io no, _x._-d h~ ,i ~n ;het roar,-c~urrn. ~. 1n0'", uplift ~ucct,~,• rHAJ2Z~' .md THAC~2'_ 2 5 _C60'h;, SY42 I~TIELD STUBBING REPAIR DETAIL REFER TO ALPINE ENGINEER'S SEALED DESIGN FOR ORIGINAL SPAN, LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN ON TIiIS DETAIL. ' THIS REPAIR ALLOWS FORA SINGLE SPAN, TWO BEARING, NON-CANTILEVERED, SY42 'TRUSS TO BE SHORTENED A MAXIMUM OF 6" FROM ONE OR BOTH ENDS. TRUSSES SHALL SUPPORT A MAXIMUM TRIBUTARY LOAD AREA OF 2'-0" WITH NO OTHER UNIFORM OR CONCENTRATED LOADS. w• (2) 4x2 ~3 FIELD-APPLIED BLOCKS. SCRIBE TO CUT FOR TIGHT FIT. ATTACH TO TRUSS WHERE SHOWN. TRUSSES MUST BE INSPECTED BY T1iE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT AFTER TILE COMPLETION OF REPAIRS TO ASSURE COMPLIANCE W[TH ALPINE DESIGNS AND SPECIFICATIONS. A CHASE OPENING, IF PRESENT, MUST BE LOCATED AT CENTERLINE OF TRUSS SPAN. TRUSS MAY BE CUT BACK UP TO 8" AT EACH END, UNLESS OTHERWISE SPECIFIED ON ENGINEER'S SEALED DESIGN. :*+ REPAIR TRUSS USING 1/2" APA RATED 32/16 OR 3/4" APA RATED 48/24 SHEATHING (REFER TO CHART) NAILED TO BOTH FACES OF TRUSS. SIZE GUSSETS AS SHOWN. USE 8d BOX {0.113" D[A. x 2.5") NAILS IN 1 ROW AT 2" O.C. NAIL INTO ALL MEMBERS IN CONTACT WITH GUSSETS. r^----- 1 1 I I • 6" t-+e I - r----__ ~' ~ - I ,-;~~ `. I III I I I 1 I I I I I :, DEPTH I 1 1 I I 1 I I I I I I I I k--~---- '`> <'' ~'-' 1 1 ORIGINAL SPAN 1/2" 32/]6 RATED SHEATHING MAXIMUM NEW SPAN MINIMUM DEPTH 35-01-00 20" 31-07-00 18" 28-DO-00 18" 24-04-00 14" 20-08-00 ]2" 16-11-00 10" THIS DRAWING REPLACES DRAWING 1,029,157 3/4" 48f24 RATED SlIEA'1'IIING MAXIMUM NEW SPAN MINIMUM DEPTH 40-03-08 20" 38-03-08 18" 32-D3-08 16" 28-03-08 14" 24-D3-08 12" 20-03-08 10" °""'N ~ TC LL 40 PSt" REF STUB SY42 TRUSS REPAIR .+"'M• ~~ '~.~~'""•ti',.y TC DL 10 PSF DATE 06 25 99 DAMAGED TRUSSES MUST BE CAREFULLY EVALUATED TO DETERMINE iNE ERTENT CIF DAMAGE •~ If~@ ~ ~ AWD THE FCASiBILITY OF REPAIR. IN SUNE LASES THE PRUDCNT SDLUTIUIJ IS i^ SCRAP ~ 1 ~ry~ IpC. DL 5 PSF DRWG REPSY42A0699 THE DAHAGCD TRUSSES AND REBUILD. INTERNAL WOUD FIBER DAMAGE AND CXCESS CUNNELT[IR STRESS FRUH BENDING OR SMOCK CANNUT BE READILY DETECTED. THEREFORE, $C LL 0 PSF F IT IS VITAL THAT TIE 1RUSS FABRICATOR AND BUILDING CONTRACT(IR CUNSTDER THE ' ~ 2 = -END MLH KAR ~ CAUSE OF THE DAMAGE ]N 1HEIR DCCISION WHETHER ltl REPAIR pR REBUILD. ~~,~,f~r _~ TOT.LD. 55 PSF REPASR VC1RK SHOVN W TIiIS OKAYING APPLIES paLY TD THOSE SECTIUNS CIF THE TRUSS • • REP[IRTED BY THE TRUSS NANUEACTURER i0 HAVE BEEN DAMAGED. A UUALIFIEO iH[Rp PARTY ~ t~4k,`f ~J,~ ~ * DUR.FAC. 1.00 MID VERIFY THAT REPAIRSRIIAVE BEEN PERFORNE- AS EINDICATED CINVTFiI~S TORAWNG.AGE, IF ANY, ii /~~~~~J~aEA ~`` - - -_ _ i _ N!n~n~"".~. SPADING 24.0„ Back To Repair Index LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 10:52 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Anal sis ©1996-2001 Georgia-Pacific Corporation Version: 3.2 Pro]ect : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : BM-10 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No u ~S", fnl:i I ~i3i ~.-~", Yitfl (iF:i 1.`:4' 1.1 U:: LOADS Project Design Loads :Floor Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start End Span# Starts Ends Additionallnfo 1 Uniform(plf) 130 104 100% 0 0'0" 19' 0 1/2" Uniform(plf) 22 0 0 0 19' 0 1/2" Self Wei ght *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 1445 1445 Max 100% 990 990 Min R'n 455 455 Min 100% 990 990 DL R'n 455 455 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1121 1 2' 2" 21 15876 100% 0.07 M(ft-Ibs) 6878 1 9' 6" 21 74857 100% 0.09 LtRn(Ibs) 1445 0 0' 0" 21 8085 100% 0.18 See Note #5 RtRn(Ibs) 1445 0 19' 1" 21 8085 100% 0.18 See Note #5 LLDefI(in.) 0.04 1 9' 6" 21 0.63 U5202 TLDefI(in.) 0.06 1 9' 6" 21 0.95 L/3565 USE: GPLAM 2.0E 1.75x23.88" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 16d nails @ 12" o% along top and bottom edges and thru center. Nail from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2, 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 13. Group =Load Combination Number + Load Pattern number. (For simple span, Load pattern = 1 for LL, D for DL). Page 1 of 1 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 10:11 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Paciirc Corporation Version 3 2 Pro]ect : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : BM-11 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No .E~", 6,1"1 ii+;;l ~-~ R.?", E7f'ai.i jai LOADS Project Design Loads : Floor. Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* #_ Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Partial(plf) 650 520 100% 0 4' 0" 8' 0" 2 Concentrated(Ibs) 1445 1156 100% 0 4' 0" Uniform(plf) 11 0 0 0 8' 0" Self Wei ght *Dimensions measured from left end when Span# is 0, otherwise, from left end of the specified span SUPPORTS(Ibs) 1 2 Max R'n 1416 2716 Max 100% 1098 2138 Min R'n 318 578 MIn 100°/a 1098 2138 DL R'n 318 578 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1965 1 6' 10" 21 7896 100% 0.25 M(ft-Ibs) 5577 1 4' 0" 21 20246 100% 0.28 LtRn(Ibs) 1416 0 0' 0" 21 8085 100% 0.18 See Note #5 RtRn(Ibs) 2716 0 8' 0" 21 8085 100% 0.34 See Note #5 LLDefI(in.) 0.06 1 4' 0" 21 0.27 U1690 TLDefI(in.) 0.07 1 4' 0" 21 0.40 U1329 USE: GPLAM 2.0E 1.75x11.88" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 16d nails @ 12" o% along top and bottom edges. Nail from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10=D, 20=D+100%, 30=D+115%, 40=D+125%, 50=D+133%, 60=D+100% +115%, 70=D+100% +125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133./2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 13. Group =Load Combination Number + Load Pattern number. (For simple span Load pattern = 1 for LL 0 for DL). Page 1 of 1 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 10:13 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version 3 2 Project : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : BM-12 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.} : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No _ _. '. tf,:;I.I ~:~:;i _i.~ii", Gf?~.' psi LOADS Project Design Loads : Floor.• Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End Start End Span# Starts Ends Additionallnfo 1 Concentrated(Ibs) 2176 1741 100% 0 12' 0" 2 Partial(plf) 260 208 100% 0 0' 0" 12' 0" Uniform(plf) 22 0 0 0 31' 4" Self Wei ght 'Dimensions measured from left end when span# is 0 otherwise from left end of the specified span SUPPORTS(Ibs) 1 Z Max R'n 4206 1772 Max 100% 3092 1145 Min R'n 1114 627 Min 100% 3092 1145 DL R'n 1114 627 Min Brg(in.) 1.82 1.50 [Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 3604 1 2' 2" 21 15876 100% 0.23 M(ft-Ibs) 30186 1 12' 0" 21 74857 100% 0.40 LtRn(Ibs) 4206 0 0' 0" 21 8085 100% 0.52 See Note #5 RtRn(Ibs) 1772 0 31' 4" 21 8085 100% 0.22 See Note #5 LLDefI(in.) 0.42 1 15' 8" 21 1.04 U901 TLDefI(in.) 0.58 1 15' 8" 21 1.57 U645 USE: GPLAM 2.0E 1.75x23.88" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support of the bearing Location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacifrc Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 1fid nails @ 12" o% along top and bottom edges and thru center. Nail from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10=D, 20=D+100%, 30=D+115%, 40=D+125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%•/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 13. Group =Load Combination Number + Load Pattern number. (For simple span Load pattern = 1 for LL 0 for DL). Page 1 of 1 LUMBER LIMITED RICHARD TlNGLEY 15 Nov 2001 10:21 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBealn® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version 3 2 Pro)ect . 8758.FBD fnformatlon : 8758 SATRANAHAN 1625 BEACH AVE Mark # : BM-13 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No ci.ri ~~, ffJ4tf.) (i}7j ? ~::° 47Fi;U .,•~ f.i., A' t:l 1;'i g" LOADS Project Design Loads : Floor: Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 716 573 100% 0 0'0" 4' 0 1/16" Uniform(plf) 22 0 0 0 4' 0 1/16" Self Wei ght *Dimensions measured from left end when Span# is 0 otherwise from left end of the specified span SUPPORTS(Ibs) 1 2 Max R'n 1477 1477 Max 100% 1147 1147 Min R'n 330 330 Min 100% 1147 1147 DL R'n 330 330 Min Brg(in.) 1.50 1.50 [Based on bearing stress below) Brg Str(psi) 660 660 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 0 1 2' 0" 21 15876 100% 0.00 M(ft-Ibs} 1479 1 2' 0" 21 74857 100% 0.02 LtRn(Ibs) 1477 0 0' 0" 21 8085 100% 0.18 See Note #5 RtRn(Ibs) 1477 0 4' 0" 21 8085 100% 0.18 See Note #5 LLDefI(in.) 0.00 1 2' 0" 21 0.13 U24746 TLDefI(in.) 0.00 1 2' 0" 21 0.20 U19213 USE: GPLAM 2.0E 1.75x23.88" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 16d nails @ 12" o% along top and bottom edges and thru center. Nail from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10=D, 20=D+100%, 30=D+115%, 40=D+125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 13. Group =Load Combination Number + Load Pattern number. (For simple span Load pattern = 1 for LL 0 for DL). Page 1 of 1 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 10:25 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version: 3.2 Pro]ect : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : BM-14 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No 11' 3 'I,'""<'~~~ LOADS Project Design Loads :Floor. Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Partial(plf) 390 312 100% 0 0' 0" 5' 9 3/4" 2 Concentrated(Ibs) 2227 1782 100% 0 5' 9 3/4" 3 Concentrated(Ibs) 845 676 100% 0 5' 9 3/4" Uniform(plf) 22 0 0 0 11' 3 1/2" Self Wei ght 'Dimensions measured from left end when soan# is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 3297 2288 Max 100% 2539 1732 Min R'n 758 556 Min 100% 2539 1732 DL R'n 758 556 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 2418 1 2' 2" 21 15876 100% 0.15 M(ft-Ibs) 12208 1 5' 10" 21 74857 100% 0.16 LtRn(Ibs) 3297 0 0' 0" 21 8085 100% 0.41 See Note #5 RtRn(Ibs) 2288 0 11' 4" 21 8085 100% 0.28 See Note #5 LLDefI(in.) 0.04 1 5' 8" 21 0.38 L/3828 TLDefI(in.) 0.05 1 5' 8" 21 0.56 02966 USE: GPLAM 2.0E 1.75x23.88" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 16d nails @ 12" o% along top and bottom edges and thru center. Nail from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 13. Group =Load Combination Number + Load Pattern number. (For simple span, Load pattern = 1 for LL, 0 for DL). Page 1 of 1 LUMBER LIMITED R/CHARD TINGLEY 15 Nov 2001 10:48 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam_® Enpineerinq Analysis ©1996-2001 Georgia-Pacific Corporation Version• 3 2 Pro]ect . 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : BM-15 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No .. , EFi[~ ir;i ,.. ', Eif~t? psi ~., I'tl" LOADS Project Design Loads : Floor.• Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start End Start End Span# Starts Ends Additionallnfo 1 Concentrated(Ibs) 3297 2638 100% 0 1' 4" 2 Concentrated(Ibs) 1477 1182 100% 0 7' 5 7/8" 3 Partial(plf) 845 676 100% 0 1' 4" 8' 3 3/8" Uniform(plf) 22 0 0 0 8' 3 3/8" Self Weight *Dimensions measured from left end when Span# is 0 otherwise from left end of the specifred span LOAD PATTERNS (* =span loaded) 7 2 ~ k * 2 3 SUPPORTS(Ibs) 1 2 Max R'n 4804 6102 Max 100% 3797 4799 Min R'n 927 1302 Min 100°I° -80 1938 DL R'n 1007 1302 Min Brg(in.) 2.08 3.00 [Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 2217 2 0' 2" 23 15876 100% 0.14 M(ft-Ibs) 7633 1 3' 2" 22 74857 100% 0.10 LtRn(Ibs) 4804 0 0' 0" 22 8085 100% 0.59 See Note #5 IntRn(Ibs) 6102 0 7' 3" 21 8085 100% 0.75 See Note #5 LLDefI(in.) 0.02 1 3' 8" 22 0.24 U5781 TLDefI(in.) 0.02 1 3' 8" 22 0.36 U4564 LLDefI(in.) 0.00 2 1' 0" 22 0.20 2L/7679 TLDefI(in.) 0.00 2 1' 0" 22 0.20 2U6517 USE: GPLAM 2.0E 1.75x23.88" 2 Plies Grade, Depth, Pfies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technics! Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 16d nails @ 12" o% along top and bottom edges and thru center. Nail from alternate faces, 2" from edges. 1 i. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Allowable upward deflection for cantilever is the greater of 0.20" or the cantilever span (inches) multiplied by 2 and divided by the factor shown in Max Defl (located above beam drawing). 13. Load Combinations: 10=D, 20=D+100%, 30=D+115%, 40=D+125%, 50=D+133%, 60=D+100%+115%,70=D+100%+125% Page 1 of 2 LUMBER LIMITED R/CHARD T/NGLEY 15 Nov 2~Q1 10:48 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Geor ia-Pacific Corporation Version: 3.2 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + ? 15%/2 + 133%, 110 = D + Commercial Ld (100%) 14. Group =Load Combination Number + Load Pattern number. (For simple span, Load pattern = 1 for LL, 0 for DL). Page2of2 LUMBER LIMITED RICHARD T/NGLEY 15 Nov 2001 10:22 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineerin Analysis ©1996-2001 Georgia-Pacific Corporation Version 3 2 Project : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : BM-16 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No u ?.5", r;GO Fps' _. ', r;Cit1 psi LOADS Project Design Loads :Floor: Live=40 psf, Dead=10 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 390 312 100% 0 0'0" 5' 8" 2 Uniform(plf) 110 0 100% 0 0'0" 5' 8" Uniform(plf) 22 0 0 0 5' 8" Self Wei ght 'Dimensions measured from left end when Span# is 0 otherwise from left end of the specified span SUPPORTS(Ibs) 1 2 Max R'n 1478 1478 Max 100% 884 884 Min R'n 594 594 Min 100% 884 884 DL R'n 594 594 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 364 1 2' 2" 21 15876 100% 0.02 M(ft-Ibs) 2094 1 2' 10" 21 74857 100% 0.03 LtRn(Ibsj 1478 0 0' 0" 21 8085 100% 0.18 See Note #5 RtRn(Ibs) 1478 0 5' 8" 21 8085 100% 0.18 See Note #5 LLDefI(in.) 0.00 1 2' 10" 21 0.19 026555 TLDefI(in.) 0.00 1 2' 10" 21 0.28 015879 USE: GPLAM 2.0E 1.75x23.88" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacifrc Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building ofFcial should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, muss be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 16d nails @ 12" o% along top and bottom edges and thru center. Nail from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115°/./2 + 133%, 110 = D + Commercial Ld (100%) 13. Group =Load Combination Number + Load Pattern number. (For simple span, Load pattern = 1 for LL 0 for DL). Page 1 of 1 LUMBER LIMITED RICHARD TINGLEY 15 Nov 2001 10:23 am 2175 WEST 18TH ST ,JACKSONVILLE, FL. 32209- (904)356-5440 FASTBeam® Engineering Analysis ©1996-2001 Georgia-Pacific Corporation Version: 3.2 Pro]ect : 8758.FBD Information : 8758 SATRANAHAN 1625 BEACH AVE Mark # : BM-17 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No ;.Fa", 6li~il r~s5i ';1.~:;" t;tSit (iii I 1 1 C!„ I I -- - - ~~ LOADS Project Design Loads : Floor.' Live=40 psf, Dead=10 psf,~ Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Concentrated(Ibs) 1478 1182 100% 0 13' 9 3/4" 2 Partial(plf) 195 156 100% 0 0' 0" 13' 9 3/4" 3 Partial(plf) 110 0 100% 0 0' 0" 13' 9 3/4" Uniform(plf) 22 0 0 0 25' 4 1/2" Self Wei ght *Dimensions measured from left end when span# is 0, otherwise, from !eft end of the specified span. SUPPORTS(/bs) 1 2 Max R'n 4016 2227 Max 100% 2107 1230 Min R'n 1909 997 Min 100% 2107 1230 DL R'n 1909 997 Min Brg(in.) 1.74 1.50 [Based on bearing stress below] Brg Str(psi) 660 660 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 3318 1 2' 2" 21 15876 100% 0.21 M(ft-Ibs) 24650 1 12' 8" 21 74857 100% 0.33 LtRn(Ibs) 4016 0 0' 0" 21 8085 100% 0.50 See Note #5 RtRn(Ibs) 2227 0 25' 4" 21 8085 100% 0.28 See Note #5 LLDefl(in.) 0.20 1 12' 8" 21 0.85 01488 TLDefI(in.) 0.36 1 12' 8" 21 1.27 0842 USE: GPLAM 2.0E 1.75x23.88" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technics! Services. 4. Design valid for dry use only. 5. This reaction is based on fhe combination of loads & duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with l6d nails @ 12" o% along top and bottom edges and thru center. Nail from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10=D, 20=D+100%, 30=D+115%, 40=D+125%, 50=D+133%, 60=D+100%+115%, 70=D+f00%+125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%/2 , 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 13. Group =Load Combination Number + Load Pattern number. (For simple span, Load pattern = 1 for LL, 0 for DL). Page 1 of 1 o iuo~ir n none c nrMFUSiONS1 SIIDMITTFD RY TRUSS MfR. (8758C-JIM SIKANAHAN - Fab TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. -6-4 1,5" Typ,. W4 X 4~=-~ W1.5X3(R) = W4X4 = W4X4 = W3X3 1-8-8 + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION, 24" W2.5X4 = W2.5X4 =- -6-4 ~ W3X3 = W4X4 = W4X4 = W4X6 2-0-0 ~21-4-0 X 4 III W2X4 iii W3X3 = W4X4 W1 .5X3 III W3X3 = 19-0-8 Over 2 Supports R=1238 W=5.5" R=1238 H=Simpson THA422(TF) w/ (fIG)16d_COM_(U.162x3.5) in Truss w;`(02)16d_COM_(0.162x3.5)_FACE_+(04)16d_COM(0.162x3.5)_TOP in Girder Note: All Plates Are W4X4 Except As Shown. - F36 Girder is (1)2X4 min. So.Pine PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:l FL - 4 - E - - Scale =.375" Ft. **WARNING** TRUSSES RE DU IRE EXTREME CARE IN FABRiCAT [ON, HANDLING, SHIPPING, INSTALLING AND T C L L 4 Q, Q p S F R E F 8 2 3 5-- 5 9 6 2 9 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ]NST ITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIER TO PERFORMING THESE FUNCTIONS. UNLESS OTNERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT?;CHED T C D L 1 0.0 P S F D A T E 1 1/ 2 6/ 0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CELL [NG. ~pS~ **IMPORTANT** FURNISH A COPY OF TNIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGI"EERED ~-C~ ••~ :~~ BC pL 5.0 PSF DRW HCUSR235 01330215 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL Una TO • ~ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FhBRIL'ATING, HANDLING, SHIPPING, [NSTALl1NG ANO ~' ~ • L3 C L L 1 0.0 P S F H C - E N G MAC / W P F A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE Pft OVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED HY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE S CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS 10 ~ ~;'~~A~ OE ~ ~ T 0 T . L D . 6 5 .0 P S F S E Q N - 2 1 9 7 8 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OES16N, POSITION CONNEC7085 PER ~ M~~~~~f DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ` ~~ D U R . F A C . 1 .0 0 F ROM R C T Alpine Engineered Products, IriC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB IL ITV AND USE OF THIS Haines City, FL 33844 COMPONENT FOR AHY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER N:;V _ •N ~~ S PACING 2 4 .0 " F1.CCrn~CatZOfAUt110117.HtlOn#567 ANSI/TPI 1-1995 SECTION 2. r~rc ni.ir_ ooronafn cants rnMPIIiFR TNPIIT ]LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (87580-JIM SIKANAMAN - tJ/ TOP CHORD 4x2 SP #Z BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 15" Typ. I~--~1 W1.5X3( 1-8-8 1 17-0-10 24" W5X4 W1.5X3(R) 1 8 21-4-0 W2X5 III W2X5 III W5X4 = W5X4 = W4X4 =_ W4X4 = W2X5 III W4X4 ° W5X4 = w5x4 = w5x5 W5X4= W5X5 = W5X4= W=W3X4 = W2X5 III W4X5 - W5X7 = W2X5 III W=W3X4 ~2 4-0~ R=1169 W=5.5" 3-8-0 Over 2 Supports ( - F37) PLT TYP. Wave TPI-95 Design Criteria: TPI STD) *'WARNING** TRUSSES REQUIRE E%TR EME CARE [N FABRICATION, HANDLING, SHIPPING, LNSTALLING AHU BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PL1)E INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W] 537]9). EDR SAFETV PRACTICES PRIOR (0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP GHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CH00.0 SHALL NAVE A PROPERLY ATTACHED RI6I0 CEILING. *'IMPORTANT** fURN[SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN~_^RFO PRODUCTS, [NC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TNIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABft ICATING, HANDL LNG, SHIPPING, INSTALLING SND A L P I N E BRACING OF TRUSSES. THIS OF SLGN CONFORMS WITH APPLICABLE Pft OVISIONS OF NDS (NATIONAL DESi'+N SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AAE MADE OF 20GA AS TM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS ?v EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSLTION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, ItlC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS EI31IIeS ~']tY, FL 33~ COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FLCeRifica[eofAuthorizationg567 ANSI/TPI L-lees sfcTtoN z. 4-7- R=1010 W=5.5" 19,_,_,5 a O T Y: 8 ~jj;; ~Z ~ ~~ 4 i ,STATE Q,F r'~ ~ N o v ~~~.E FL/-/4/-/E/-/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 10.0 PSF TOT.LD. 65.0 PSF DUR.FAC. 1.00 SPACING 12.0" 2-0-0 Scale =.1875"/Ft. REF R235--59630 DATE 11J26/01 D R W HCUSR235 01330216 HC-ENG MAC/WPF SEON - 24634 FROM RCT + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. TRUSSES TO BE SPACED AT 12.0" OC MAXIMUM. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W4X4 =- W4X4 W4X4 = W4X4 W5X8 = W=W2.5X4 W5X4 W4X4 = W4X4 R) W5X4 = W5X4 ° W5X4 = W=W2 _5X4 W2X5 III W4X4 ° W5X6 ° W5X4 = (8758C-JIM STRANAHAN - F38 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 14-8-0 15" Typ. ~-~ W5X5 = W1.5X3(R) 1 8-8 W5A4 = WbX4 ° WLXS III "~^~ - W4X4 = W5X4 = W5x4 - wbxb = W2X5 III W2X5 III W=W3X4 = - - W5X6 ° W5X4 = W4X4 ° W4X4 - W2X5 III W2X5 III W4X4 = W5X4 IF 31-4-0 Over 2 Supports '~ R=1018 W=5.5" R=1018 W=5.5" 2~-0 1-8-8 ~ ~21-4-0 PLT TYP. Wave TPI-95 DesignFCs~iteria: TPI STD _ 19.5a QTY:S FL - 4 - E - - Scale =.25" Ft. *BRA C NGNG xREFE RR TO HIB~y~UIR(HANDLI NB INSTALL] N6 AND BR ACN NG)H AN PUBN ISHE DH BYP TPI IN(TRUSSI PG ATED e TC LL 40.0 PSF REF R235--59631 INSTITUTE, 583 D'ONOfRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TG ~•- ~l~ T C~ D L 1 0. O P S F D A T E 1 1 / 2 6 / O 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT ACHEG ..•1~"'••., ~~ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ~`Q-„ "` ___TTT/// "IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG INEERES S•O ~P:~ BC. DL 5.0 PSF DRW HCU SR235 01330217 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANV DEVIATION FROM THIS DESIGN; ANY FAILURE TO ~''Z7(~4 ~ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1 :,l ~jl,, L L 1 O . 0 P S F H C - E N G MAC / W P F A L P I N E BRACING OF TRUSSES. 7HIS DESIGN CONFORMS WITH APPLICABLE Pft OY ISIONS OF NDS (NATIONAL DESIGN 7~ i7f SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE F. CONNECTORS ARE MADE OF 20GA AGTM A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO ~~ TOT . L D . 6 5 . 0 P S F S E A N - 2 4 6 3 8 EACH FACE OF TRUSS, AND UNLESS OTN ERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ''~~'-,,,~''~ D U R F A C. 1 .0 0 F R O M R C T Alpine Engineered Products, It1C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS s Haines City, FL 33S<I~I COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER NOV ` SPACING 12.0" FL, Certificate of Authorizationtl567 AN St/rot I-IS9s sfcrloN z. + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. TRUSSES TO BE SPACED AT 12.0" OC MAXIMUM. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 24" 4-8- W=W2.5X4 W5X4 = W1.5X3 R W5X4 = W=W2.5X4 = ( ) W5X4 ° W5X4 = W5X4 = W4X4 = W4X4 = W5X4 W4X4 ° W4X4 = W4X4 = W5X4 = W5X5 (8758C-JIM STRANAHAN - F39 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & D7MENSIONSI SUBMITTED BY TRIISS MFN TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSSES TO BE SPACED AT 12.0" OC MAXIMUM. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 4-10-8 24" 2-0-0 21-6-8 Over 2 Supports W5X4 = W2X5 III R=700 H=Simpson THA422(TF) w/ (06)16d_COM_(0.162x3.5) in Truss R=700 W=5.5" w/ (02)16d_COM_(0.162x3.5)_FACE_+(04)16d_COM(0.162x3.5)_TOP in Girder Girder 1s (1)2X4 min. So.Pine ( - F39) PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a OT1':3 _ FL - 4 - E - - Scale =.3125" Ft. **WARNIN6** TRUSSES REQUIRE E%TR EME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANO BRACING. REFER TO HIB~91 (HANDLING INSTALLING AND BRACING), PUBLISHED BV TPI (TRUSS PLATE I C L L 4 0.0 P S F R E F R 2 3 5-- 5 9 6 3 2 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR Tu ~•~ ~ ~ C D L 1 0. O P S F D A T E 1 1/ 2 6/ 0 1 PERT ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT AC HEG STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •'• IFI~ ~ pp **IMPORTANT** FURNISH A COPY OF THIS DESIGN i0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEEFEO ~• q C D L 5 , O P S F D R W HCUSR235 01330218 PRODUCTS, [NC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TC ~ ~~ BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO ~..LZJO4 AL P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ,~ 1 ~1. UC LL lO.O PSF HC-ENG MAC/WPF SPECIFICATION PUBLISHED BV THE AMERICAN fOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ~1.~ •~7fww 7f T O T. L D 6 5. O P S F S E Q N - 2 4 6 4 3 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO ~' p~ ~~ Qs{-" i EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ~R10 N DRAWINGS 160 A~Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ~ ~~ ~~ D U R . F A C . 1 .0 0 F R 0 M R C T Alpine Engineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRUGG COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i•.•••'" Haines City, FL 33544 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization 11567 ANSI/TPI i-1995 SECTION 2. NCN ~ ~~' SPACING 12.0" 14-8-^ 15" Typ. W=W2.5X4 W2.5X4 = W3X7 = W4X4 = W2.5X4 = W2.5X4 W3X3 = W3X3 = W1 .5X3 III W2.5X4 = W3X3 W1.5X3(R) W3X4 W2X5 III W5X4= W2X5 III W=W2.5X4 = W4X4- W5X4- W5X4 = W2X5 III W5X4 = W=W2.5X4 W4X4 W4X5 = 1-8-8 21-4-0 n nuAUeu _ rnn Y THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 DEFLECTION MEETS 1(360 LIVE AND 1/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG GBLSY42A0699 OR GBLSY42B0699 FOR GABLE DETAILS. W2.5X4 = W2.5X4 = 2-0-0 2-0-0 ~21-4-0 W2X4 III W2.5X4 = R=130 PLF W=11-5-0 W2.5X4 = W2X4 III 11-5-0 Over Continuous Support Note: All Plates Are W1.5X3 Except As Shown. - F40 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a OTY:1 FL - 4 - E - - Scale =.375" Ft. **WARNING** TRUSSES REOUiRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INST ALL iNG AND ~ T C L L 4 0. 0 P S F R E F R 2 3 5-- 5 9 6 3 3 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED DY TPI (TRUSS PLATE I ,~ ~~._ I NSTITU7E, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), fOR SAFETY PRACTICES PRIOR TO ~ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED i • T C D L 1 D. D P S F D AT E 1 1/ 2 6/ 0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEII ING. p/~ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I j• ~~r~•~ B C D L 5 . D P S F D R W HCD$R235 01330219 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO °S BUILD THE TRUSSES iN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ' ~~ 4 $ ' B C L L 1 D , O P S F H C - E N G MAC / WM R A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _~ SPECIFICATION PUBLISHED BY 7HE AMERICAN FOREST AND PAPER ASSOCI A71ON) AND TPI. ALPINE ~w.t• ~~ CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TD s ~ E^~C ~. ( O T . L D . 6 5 .0 P S F S E Q N - 2 4 6 4 5 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `(~ GRAWI NGS 160 A-Z. 7HE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ~Q ~,I F..~'~ D U R . F A C . 1 .0 0 F ROM R ~ T Alpine Engineered Products, IIIC. RESPONSIe IL ITV SOLELY FOR THE 7R USS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ~"A Hame$Clty,FL 33&I4 COMPONENT FOR ANY PARTICULAR BUILDING IS 7HE RESPONSIBILITY OF THE BU[LOING DESIGNER. PER NOV SPACING 24.0" FL Certificate of Authorizationl1567 ANSI/TPI 11995 secnoN z. (8758C-JIM STRANAHAN - F41 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 2-0-0 SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. 4-8-8 24" 4-8-8 ~~ _I 1,5" Ty p,. W3X5 = W3X3 = W2 5X4 = W2.5X4 = W3X3 = W4X5 W2X4 III W3X4 = W3X3 = W1 . 5X3 III W4X4 = W2X4 III W1.5X3 III W3X3 fE 11-5-0 Over 2 Supports J 2-0-0 ~21-4-0 R=742 H=Simpson THA422(TF) w/ (06)16d_COM_(0.162x3.5) in Truss w/ (02)16d_COM_(0.162x3.5)_FACE_+(04)16d_COM(0.162x3.5)_TOP in Girder Girder is (1)2X4 min. So.Pine R=742 H=Simpson THA422(TF) w/ (06)16d_COM_(C,162x3.5) in Truss w/ (02)16d_COM_Y0.162x3.5)__FACE_+(04)16d_COM(0.162x3.5)_TOP in Girder Girder is (1)2X4 Tin, So.Pine PLT TYP. Wave TPI-95 DesignFCr)iteria: TPI STD i9.5a QTf:2 FL - 4 - E - - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND Tt, L L 4 0. 0 P S F R E F R 2 3 5-- 5 9 6 3 4 BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP] (TRUSS PLATE C INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 1 0. 0 P S F D A T E 1 1/ 2 6/ D 1 PERFORMING THESE fUNCTI OHS. UNLESS OTHERWISE INDICATEU, TOP CHORD SHALL HAVE PROPERLY ATTACHED ~~ i STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ~F~~ /- **IMPORTA NT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ~~'`- BC DL 5. D PSF DRW HCUSR235 01330220 PRODUCTS, INC. SHALL NOT DE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO {~ ~~ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND {/ 0' 7~4 : D ~, L L 1 0 . 0 P S F H C - E N G MAC / W P F A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ,Ryj-[ ~ ~.* D SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1 M CONNECTORS ARE MADE OF 20GA ASTM A653 6R40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO ~~~ Y4 ~ r O T . L D . 6 5.0 P S F S E A N - 2 4 6 4 7 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ~ ~'A R,O f~~ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN6INEEft]NG ~y~V~N~r~.r ~ D U R . F A C . 1 .0 0 F ROM R C T Alpine Engineered Products, IRC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS 1-IalI1CS City, FL 33844 COMPONENT FOR ANY PARTICULAR BUII DING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N o v 1. S PACING 2 4 . 0 " FL Certificate of Authorization#567 AnsI~TPt 11995 secrroN 2. (t5/7T11,-J llh JIKANAMAN - F4L TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSSES TO BE SPACED AT 16.0" OC MAXIMUM. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ~ 8-8-8 15~T_yJp. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 2-0-0 W4X5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. 24" 4-8- W1.5X3(R) W=W2.5X4 W4X4 = W2.5X4 = W4X4 = W4X4 = W3X3 = W3X4 = W3X3 = W2.5X4 = W2 . 5X4 = W3X3 = W3X4 W2X5 III W5X4 = W5X4 = W2X5 III W=W2.5X4 =- W6X4 ° W5X4 = W2X5 III W=W2.5X4 = W4X4 W4X4 25-4-8 Over 2 Supports W5X4 = W5X4 = W5X4 W6X4- W2X5 III 1-8-8 ~21-4-0 R=1100 H=Simpson THA422(TF) w/ (06)16d_COM_(0.162x3.5) in Truss R=1100 W=5.5" w/ (02)16d_COM_(0.162x3.5)_FACE_+(04)16d_COM(0.162x3.5)_TOP in Girder Girder is (1)2X4 min. So.Pine PLT TYP. Wave TPI-95 DesignFCriteria: TPI STD 19.5a QTY:4 FL - 4 - E - - Scale =.3125" Ft. *BR ACR NB G*RE FE RR TOS HIB-9OUIR(H ANO LI NGE INSTALLINGAA ND BR ACING)HAN PUBN ISHE DH BYP TPI IN(TRUSSI PL ATE .~ - TC LL 40.0 PSF REF R235--59635 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PR ACT[CES PRIOR TO IA T r D L 1 0. 0 P S F D A T E 1 1/ 2 6/ 0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ~~~F~~w **1MPDRTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED c- B ~. D L 5 . O P S F D R W HCUSR235 DI33D22I PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANV DEY[ATION FROM THIS DESIGN; ANY FAILURE TO d ~~ ~~ :~ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1 .42704 : TIC LL 10.0 PSF HC-ENG MAC/WPF A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS W[TH APPLICABLE PROP ISIONS OF NDS (NATIONAL DESIGN ;.1 J SPECIFICATION PUBLISHED OY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ,.~ 7ff CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO A~ ~~ ~ T 0 T . L D . 6 5 .0 P S F S E Q N - 2 4 6 5 1 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER _~ O R~O~~ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1~ ~ D U R F A C 1 .0 0 F ROM R C T Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ~«~.~ Haines City, Ft. 33$44 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N o v ~„ S P A C I N G 1 6 . Q " FI,CertificateofAuthorizationN567 ANSI{TPI 11995 secTloN 2. (8758C-JIM STRANAHAN - F43 j~ 7-5-5 151" Typ. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSSES TO BE SPACED AT 16.0" OC MAXIMUM. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X8 = W4X4 = TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 2-0-0 TNIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2, H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. 24" 4-8- W2 . 5X4 = W2.5X4 = W4X4 = W3X4 = W3X4 = W3X3 = W3X3 = W1.5X3 III W=W2.5X4 = W2.5X4 = W4X4 = W1.5X3(R) W4X6= W6X4- W5X4= W5X4= W2X5111 W=W2.5X4 W2X5 III W=W2.5X4 W4X4 = W5X4 24-1-5 Over 2 Supports W5X4 = W5X4 = W5X4 = W6X4 W2X5 III 1-8-8 ~21-4-0 R=1045 H=Simpson THA422(TF) w/ (06)16d_COM_(0.162x3.5) in Truss R=1036 W=5.5" w/ (02)16d_COM_(0.162x3.5)_FACE_+(04)16d_COM(0.162x3.5)_TOP in Girder Girder is (1)2X4 min. So.Pine ( - F43) PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a ';7TY:1 FL - 4 - E - - Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANO ~ T C L L 4 0.0 P S F R E F R 2 3 5-- 5 9 6 3 6 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ~ F~ T C D L 1 0.0 P S F D A T E 1 1/ 2 6/ 0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. : •• FIC:' -~~~/-/// **IMPORTA NT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ~'~1 B C D L 5 . 0 P S F D R W HCUSR235 01330222 PRODUCTS, INC. SHALL NOT BE RESPONSIO LE FOR ANY DEY IATION FROM THIS DESIGN; ANY FAILURE TO ~ ~~. ~';~ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND I ' 4~0~ ' B C L L 1 0.0 P S F H C - E N G MAC / W P F A L P I N E BRACING OF T0.USSE5 THIS DESIGN CONFORMS NITN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ~~ j~ ~.p T. L D. 6 5. 0 P S F S E Q N - 2 4 6 6 5 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - Q' OR AWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A+_ti~OR~dt'''~ D U R . F A C . 1 .0 0 F ROM R C T Alpine Engineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ~~ "•r~' HamesCity,FL 3j~ COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER NOV ~ •NwNL - SPACING 16.17" FL Certificate ofAuthoruationtJ567 ANSI/TPI 1-1996 secTloN z. (tl/Dtll.-J 11"1 JIKANAtiAN - F44 TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSSES TO BE SPACED AT 16.0" OC MAXIMUM. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ~ 6-2-3 ~ 15" Typ. ('~ W3X4= W4X8 = W4X4 W3X3 2-0-0 W4X6 - W5X5 = W5X4 W5X4 = W2X5 III 22-10-3 Over 2 Supports R=990 H=Simpson THA422(TF) w/ (06)16d_COM_(0.162x3.5) in Truss R=982 W=5.5" w/ (02)16d_COM_(0.162x3.5)_FACE_+(04)16d_COM(0.162x3.5)_TOP in Girder Girder is (1)2X4 min. So.Pine ( - F44) PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:l FL - 4 - E - - Scale =.3125" Ft. *WARNING** TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND *BR ACING. REFER TO HID-91 (HANDLING INSTALLING ANO BR ACINGj, PUBLISHED BY TPI (TRUSS PLATE lM. T (. L L 4 0. 0 P S F R E F R 2 3 5-- 5 9 6 3 7 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO IF' T C D L 1 0 . 0 P S F DATE 1 1 / 2 6 / D 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED "•••~ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTAC HEO RIGID CEILING. ' •u ~~. F **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALL ATION CONTRACTOR. ALPINE ENGINEERED f ~ ~ ~~~ B C D L 5 . 0 P S F D R W HCUSR235 D133D223 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO O. 4~7~; ~ BUILD THE TRUSSES IN CONFORMANCE NITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO AL P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1 v =~ ~C LL 10.0 PSF HC-ENG MAC/WPF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION] AND TPI. ALPINE I ATE OP CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TD _ ~~A y~ yy~- ~' 10 T . L D . 6 5.0 P S F S E O N - 2 4 6 6 3 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ••"( /~. ~,v~'F~~ OR AWINGS 160 A-Z. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF Pft OFESSIONAL ENGINEERING ~r. D U R . F A C . 1 .0 0 F R 0 M R C T Alpine Engineered Products, InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU[TABIL iTY AND USE OF THIS Hamel City, FI. 33$44 COMPONENT FOR ANY PARTICULAR BUILDING [S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION z. NO1 SPACING 16.0" 24" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 4-8- W=W2.5X4 = W4X4 = W3X3 = W2.5X4 = W2.5X4 = W2.5X4 = W3X3 = W4X4 = W1.5X3(R) 1-8-8 + ~21-4-0 W2X5 III W2X5 III W4X4 =_ W5X4 = W5X4 = W5X5 = W4X4= W2X5 III W=W2.5X4 W=W2.5X4 = W5X4 (tS/7ti l.-J1M JIItANAl1AN - f 4`J TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 Dense :B3, B4 4x2 SP #2: WEBS 4x2 SP #3 TRUSSES TO BE SPACED AT 16.0" OC MAXIMUM. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2-0-0 21-7-1 Over 2 Supports W5X4 W2X5 III 1-8-8 x}21-4-0 R=936 H=Simpson THA422(TF) w/ (06)16d_COM_(0.162x3.5) in Truss R=936 W=5.5" w/ (02)16d_COM_(0.162x3.5)_FACE_+(04)16d_COM(0.162x3.5)_TOP in Girder Girder is (1)2X4 min. So.Pine PLT TYP. Wave TPI-95 ( - F45) Design Criteria: TPI STD 19.5a OTY:l FL - 4 - E - - Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EA TR EME CARE IN FAOR ICA7ION, HANDLING, SHIPPING, INSTALLING AND T C L L 4 0.0 P S F R E F R 2 3 5-- 5 9 6 3 8 BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (Tft USS PLATE I INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, XI 53719), FOR SAFETY PRACTICES PRIOR TO ~ ~ T C U L 1 O O P S F D A T E 1 1/ 2 6/ 0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED • STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ~F~~ F '*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ~•~~••. B C D L 5 . O P S F D R W HCUSR235 01330224 PRODUCTS, INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN; ANY FAILURE TO ~ 4 ~j pp ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND j pC LL 10.0 PSF HC-EN6 MAC/WPF BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ~ = 1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 7P1. ALPINE 7[ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TD ATE OF j~ - T 0 T . L D . 6 5 .0 P S F S E Q N - 2 4 6 6 1 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •`~_p DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ;r'~'lO~~•r~ D U R F A C 1. 0 0 F R O M R C T Alpine Engineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ~'•.. Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING [S 7NE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N O V µ, C P A C I N G 1 6 • O u FL Certificate of Authorization#567 ANSI/TPI 1-l9es sECTIOn 2. J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. ~ 4-11-1 24" i ( ~ ~`~(~ 14 - 8 - 15~ ' Typ . I'~ ~~ W=W2.5X4 = W2.5X4 = W1.5X3(R) W4X8 = W4X4 = W4X4 = W2.5X4 = W4X4 = W3X4 = W1 . 5X3 III W2.5X4 = W3X3 = W3X5 W=W2.5X4 = B4 W4X6 = W5X4 = W2X5 III W2X5 III W5X4 W5X4 = W=W2.5X4 W4X4 W5X4 = W5X4 = W4X5 63 (8758C-JIM STRANANAN - F46 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 2-0-11 24" 2-0-11 f ~ ~~ 10.0,9" Typ. W3X3 ==~ W3X4 = W1.5X3(R) = W2.5X4 =- W2.5X4 1-8-8 2-0-0 ~21-4-0 W3X3 = W1 .5X3 III W2X4 III W1 .5X3 III W3X3 = W2X4 III ~6-1-6 Over 2 Supports R=397 W=5.5" R=397 W=3.5" F ~ PLT TYP Wave TPI-95 D i Cr it TPI STD i 19 5 QTY:? F L - 4 - E - - Scale 375" Ft = . es gn er a: . a . . **WARNING** TRUSSES ftEOUIRE E%TREME CARE [N FABRICATION, HANDLING, SHIPPING, INSTALLING AND _ ~ T C L L 4 0 0 P S F R E F R 2 3 5-- 5 9 6 3 9 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (Tft USS PLATE . INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AiTACHEG ~'~.-LlI S T C D L 1 0. 0 P S F DATE 1 1 ~ 2 6 ~ 0 1 STRUCTURAL PANELS, BOTTOM CNORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ' ~ _~ ~I **IMPORTA NT** FURNISH A COPY Of TNIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREi~ f(j /- ~~ F~ B C D L 5 0 P S F D R W HCU SR235 01330225 PRODUCTS, INC. SHALL NOT BE RESPONSIB L.E FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO : O 7Q~ . A L P I N E BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. TNIS DESIGN CONFORMS KITH APPLICABLE PR OY ISIONS OF NDS (NATIONAL DESIGN ~ ~ _~ ~ L L L 1 0. 0 P S F H C - E N G MAC W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ~ ' CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO f TOT . L D . 6 5 . 0 P S F S E A N - 2 4 6 6 7 Alpine Engineered Produc ts. InC. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ~~~ - ~ r.,,... ?j ~E D U R . F A C . 1 . 0 0 F R 0 M R C T HflIDCS ('ity, FL 3384 FT.CCIIIfCBte OF Al1(IIOI'1Z8t10 4 I1~$f)7 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANS]/TPI 1-1995 SECTION 2. N o v ~' S P A C I N G 2 4 .0 " tl/5a1,-JIM JIKANANAN - f4/ TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 0I-8-12 20" 0-8-12 r ~ -~`~ W4X4 W4X4 W1.5X3 III Wl .5X3 (R) W1.5X3 III 1-8-8 2-0-0 ~21-4-0 W4X4 W2X4 III W2X4 III W4X4=- 3 1 7 Over 2 Supports R=212 W=5.5" R=194 W=1.591" PLT TYP. Wave TPI-95 DesignFCr~iteria: TPI STr~ **WARNING** TRUSSES REQUIRE E%Tft EME CARE IN FABRICATION, HANDLING, SHIPPiN6, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND DR ACING), PUBLISHED BY TPI (TRUSS PATE INSTITUTE, 583 D'ONOFR lO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR IOi TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHDRD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPOR iANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINe ERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FADR IC ATING, HANDLING, SHIPPING, INSTALLING !.ND A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESi SN ~ SPECIFICATION PUBLISHED OY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TJ EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A~Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ~YCd P~OdUCtS,Ino. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU[TAB[LIiY ANO USE OF THIS ~~I. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER OIIZ>ltlOn#567 ANSI{TP] 1-1995 SECTION 2. 19.5a QTY:1 FL - 4 - E -L= TC LL 40.0 PSF ~` ~ ~ TC DL 10.0 PSF ~tlFl~r,: s=~ .•1704 ;f' ~ BC DL 5.0 PSF gyp BC LL 10.0 PSF Ta-'Ple ~tF i TOT.LD. 65.0 PSF A~~OR'10:~~ DUR . FAC . 1.00 B'" '-.'~1dE~ SPACING 24.0" Scale =.375"/Ft. REF R235--59640 DATE 11/26/01 DR W HCUSR235 01330226 HC-ENG MAC/WPF SEON - 24669 FROM RCT ci~nMiTTCIi QV T~IICC MCO (a/TLS C.-J11'I JIRAIN H rIN IV - r40 TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 1 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 13.75', Ty,p. W2.5X4 W2X4 III W1.5X3(R) 1-8-8 2-0-0 21-4-0 W2X4 III W3X4 0-0-5 ~~ 1 7 12 Over 2 Supports R=112 W=5.5" R=89 W=4.011" F ~ " TPI STD PLT TYP W TPI-95 D i CB it i 5a (~iY:l 19 F L - 4 - E - - Scal Ft. 375 e = . ave J a: es gn er . . **WARNING** TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L ,t " O D P S F R E F R 2 3 5-- 5 9 6 4 1 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PL ATL u . INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR T4 - . • 0 P S F D A T E 2 6/ 0 1 1 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT AC HEU ,••'.~'FI~• T C D L 1 0. / STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTA NT** FURNISH A CDPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE Tu j ~ r{~ ~~- 4 J 4 p D C D L 5 . ~ P S F D R W HCUSR235 01330227 A L P I N E , . BU RD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICAT[NG, HANDLING, SHIPPING, INSTALLING ANG BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND S' (NATIONAL DESIGN ! ~: z ~ ~ ~~- B C L L 1 D . D P S F H C - E N G MAC / W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A '`7~ 2 ~ S F N S E - 2 4 6 7 1 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALN. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO ~- ~ TOT . L D . 6 5 . 0 P A Alpine Engineered Products InC EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOC ATEO ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING THE SUITABILITY AND USE OF THIS RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DE S[GN SHOWN ~O R'• o D U R . F A C . 1 . 0 0 F ROM R C T . , Ftames City, Fl. 33844 FI,CertificateofAuthorization#567 . COMPONENT FOR ANY PART[CUL AR BUILDING IS THE RE SPONSIB ICI IY OF THE BUILDING DESIGNER, PER ANSI/TPi i-1995 SECTION 2. N OV ~2 r S P A C I N G 2 4 . 0 " ~~ ~~ EM4~ .s-'~ 1 TOp CHORD ~ 2 SP #1 LOCATIONS. BOT C WEBS 4XwING #6OZ FOR .pypICAL pLATE A TO DR 24„ ~ REFER ABp1JTI ~ 24„ MAX, 3X5 ~ 1.5X4 1.5X4 0 1.5X4 1.5X4 VJ=3X4 1 MAX 1.5X4 ~=='~ Tlivvv~_ OVER COQ 2X4 "_ ~` 628 PLF OVIDE ArICEIORAGE F 0~ LD SS DE T H~ DP O D 400 PLF, PR SIGNED IS THIS UM UPWARD UNDATION~ URATION 25 CONTINUOUS TO FO 55 PSF AT 1.00 D OR 40 PSF AT 1. 1) 2,0,' FLOOR~AL D 1110 PLF OVERHANG; 37TION 8 p 0'S R~ F N A OR 4 H pSF AT 1.33 DURA DURATI OR AT 1.00 DURATION 1.25 D 55 pSF 5 OR 50 PSF AT 2) S'4" STUD wSPAN 1WITH NSF pA ER 33NDIIRATION 1~,2,. RO OR 55 D AND CARRIED DURA ION, P RANSFERRE pANELS. `~ SP #1 4X2 Bp WEBS ~ 2 SP #3 OR TYPICAL PLATE LOCATIONS. DRAV~TING igOZ F 16„ REFER TO 1 MAX M~ AGOUTI ~ 4 1.5X4 3X5 1.5X _g_0 4 1.5X4 1.5X4 1.5X4 1.5X yi =3X4 1 MAX =3X4 ~ 3X3 2X4 5X4 1.5X4 1.5X4 1 ' 1.5X4 1.5X4 AS RE UIRED LENGTH BEARING OVER CONTINUOUS CARRIED D TRANSFERREDLAPANELS • UST BE UCTURA FAB DRAG LOA RLY p,TTACHEDNO ~Rc ~STR U E "5a3H~ a~ES° °ui+t BY pR,OPE ...w ARNING*`'" n~pRMING .,ten STRULT a i A--PANE __ ~,~TS, il'~ DRAG LOADS MATTACHED STRUCTU~L BY pgOPERLY ~~-} T ~1 ~~MUM U~~AFOUNDA'1`lON ~LO O~ r] j-~ 1]82 PLF CONTINUOUS SUPPORT ANCHORp,GE A) THIS TRLOADDISSI600 PLF PROVIDE TION DURATION, CHORD 55 PSF AT 100 DURG, 37 OR 40 pSF AT 125 ]) 2.0„ FLOOR LOAD 110 PLF) ,. OVERRAN 8 O•• STUD wSPAN Y(YPH 2 0 TION 36, 0„ ROOF pSF AT ] 33 DURA TION ] .25 DURATION , OR 47 55 pSF AT 1 00 DURA OR 50 pSF AT 2,0~, FLOOR~LALDt]]0 PLF) ,. OVERHANG 45 ORT. 2038 PLF 2) $ O STUD SPAN 'KITH 2 0 PR GE 30,0„ORROpS pSF AT ] 3 oRD~gUSS DEj300EPLF0 S OVIDE ANCHORA MEMBER TOP C CHORD LOAD IS B) DOUBLE UPy1ARD TOP ATION• TION URATION, MAXIMUM FOUND ] DO DURA 47 OR 55 pSF AT ] 33 D CONTINUOUS T LOAD 55 PSF AT 1) 2,0„ FLOORWALL {1]O PL2~0. OVERHAN25 DURATION- 3X3, AND 3X5 8 0 ,SRS F SPAN45ITOR 50 PSF AT S GE ] 5SpE2X4 y TOP CHORD 60 O 40, ORD CHAN RE CTIVEI' R OR 37,LE MEMBER TOP A D 4X5 PLATE DOUBLE MEMBE 657,275 4X4 SPLICES OF DRAWIN o0R GABLE NOTE. FI ATEStJ ~ 2X5, ~X5" NGF,D. G REPLACES DRA REF Sy42- PLA BE TEA G AD CHA THIS 0 PSF p6 /25 f 99 TO TC LL 10.0 PSF DATE GDLSy42Ap6DD ' DL 0 pSF D ENG MLg jKAR 5. SHIPPING , '~I' 0 HpNDLIN BRACING), PUBLISHED J iNG AND N WI. 53719) F-T~D, 1 ~. .• ~ L ~ pSF I. MADI ~fl HCRWISE INDIL BRACE ~ NLESS LHClRD .LS AND DCITTQM ALPINE 1 LD • CCiNTRACTCIR HIS ~T 4F ~ I .©O A Y BEaNAZIt1N FABRICATING• ~ gT/-'fEh FAC. TPt; ~ WITH sy~QR ABOVE WITH C~NFC)RMS THE zOGP ACING SEE ' DESiGP BLIS AR MADE. 4FCIF ~TION CRORR~O EACH FPER CpNNE iNNECT^ L~NNELTORS ESSIDNAL Nov 26. pSiTIIN~NCE OF'S ~E THE aCL~P DES?~N~SHO ~F, A~~ ` PLF CHORAGE 4`~~i LQ SUPPORT-• 583 PLF, PRO~DE AN i ~'~~~ TRUSS DESIGNED Ca10RD LOAD IS 4q0 THIS TOPDATION - TION DFL #2. OR liF #i MAXIMUM Usw,~~g OUN T 1.p0 DURA AT 125 2, DFL #2' OR HF #3 CONTINUO 55 pSF A OR 4p PSF 4X2 SO- PINE #2, OR 5 TOP CHORD 4X2 SO- PINE # 3 DFL #3, TE LOCATION 1) 2,0 „ FLOOR WAL ~ t110 PLF) OVERHANG' 37TION BOT C WE p 4X2 SO. PINE # 60Z FOR TYPICAL P~ 88 0'SR~ FISNA OR 4H p5F AT 1 33 DURA WING T REFER TO DR.A 24" MAX DURA OR AT DURATION 25 SYMM ~ 24" MAX ~ 1.00 50 pSF AT 1. PSF 45 OR ABOUT' LOAD 55 1.5X4 3X5 2) 8 0„ STUD WSPAN 1WITH NO d DER ~3 DURATION 1.5X4 1_6-O 15,0•, ROOF OR 55 PSF RED AND CARRIED 1.5X4 W=3X4 MAX DURATION, SFER 1.5X4 1.5X4 MUST RE TRAM URAL PANELS' W,3X4 DRAPROpERLY ATTACKED STRUCT 2X4 BY 1-5X 1.5X4 4 3X3 ~ ~ A~ L~ MA~MUM U~Q Fot7NDATION~ 4 1000 PLF • CONTINUOUS 1.5X F 1.5X4 LENGTH AS RE UBE RING r~~~~~ '` L~ SIGNED TO SUOVIDET•ANCHO~GE CONTINUOUS ~ 1 S ii tISS DE 600 per, PR' TION 1 25 Dl1RAT10N, OVER A) THIS TRLOAD IS AT 1A0 pURA pSF AT 1 CHORD 55 pSF ,~ Og 40 DFL #2' OR HF # 1 FLOOR LOAD 110 PLF) „ OVERHANG, 3 4X2 SO- PINE # 2' pFL #2' ORR HF # 3 1) e o., STUD WSPAN WITH 2 0 TION TOP COQ p 4X2 S~ PINE #3, DFL #3' HF #P~TE LOCATIONS. 31~OOg0~~ PSF AT p5 pSFUA~T 1.00 DURATION OR 50 pSF AT 1.25 DURATION, POT S 4X2 S TYp1CAL WEB DRAW]NG 1602 FOR 16, LOAD pLF)0„ OVERHANG, 45 MAX 2) 2 0„ FLOOR W ALL ~l ] 0 2038 PLF REFER TO M~ 'STUD WITH 2 TO SUpPORTANCHORAGE DURATION PROVIDE 5YMM CL 26 0"OR 55 PSF AT CORD TRUSS pE13Q EpLF, pgOUT~ ~ BER TOP CHORD LOAD I 1 4 3X5 B) DOUBLE MUPWARD TOp TION~ 00 D T10N URATION, 1.5X4 1.5X 0 MA~MUM US TO FOUNDA AT 1 URA 55 PSF AT 1 33 D 1.5X4 Wt~3X4 1--6 CONTINUO 5g PSF 47 OR 1) 2, 0„ WALL t 2 0 0 1 25 DURATION. 4 3X3, 3X5 CE 1.5X4 1.5X4 1.5X4 MAX STUD LOAD 1WITH~) VE ATANG 2X AN~ SP11 g'p" 50 CHORDS -3X4 60'0„OR0~7' 54045, OR pCHORp5, CRATES, RE pECTE,MBER TOP MEMBER TOP AND 4X5 p OF DOUBLE ~ G 657,275B 3X3 2X4 DOUBLE 2X5, 4X4' SPLICES CES DRAWIN 1.5X 1.5X4 NOTE" PLATES REMA fi ~ "IIAI~rED~ THIS DRAWING REP R Sy42 FLOOR GABLE 4 1.5X4 1.5X4 4 EF ST~~GGERE. 40.0 PSF 06~25~g9 1.5X RE UIRED TO BE ._-- -, C LL 0 DATE LSy42Dp6~9 LENGTH AS BEARING 10 PSF DRWG GB D D OVER CONTINUOUS AN CABBIE ., DL 5.0 PSF MLH~KAR' HANDLING, PUBLISHED ` ,.!'~ ~ ~ r 0 DS MUST BE D STRUM URAL PANELS- SHIPPING, DL 0 pSF _ENG 200, INDICATED, Y G LOA CARE IN FADRI INSS ALEING AND DRWW SE 719) FUNAE.. }.f RYA t2G 1' ~ pSF gy PROPERLY ATTACHE EXTREME CHANDR N SUITE UNLESS S~ B~TR ~M CHORD s LD Tp MID ALPINE REpI}IRE REFER p•pNdfR10 FUNCTIDNS. THIS "~' ~~WARNING*~" IRUgkACIiNSTiTUTE, 583 THESE PANELS AND CNNTR RpMR ~p TNST ALt-ING AND 1 •~ BY TPI CTRUSS PEA PRIOR TO PERFDRM~NACHED STRUCTURAL INSTALLATIEW FABRICATING, FAC• E HAVE PRGPRRGI- CEILINGO•ESIGN TD THEFT ANY DE TPI I~ VITM { ~'~l©~1a~. LING SEE ABOVE +"'r, 1~P CF1flRO nPER Y. At~NC AE COP ~~~F~tI BE RC INp CONFORES CE- SIGPU6o H~D p1A-~DF~OGA 1 s ~~ l PA t ALPINE __~..caodlCTS'~I~~ ~J QJ m _~ cD N Si CJ1 CJ1 CJ1 ~> --~ --, -i -~ -, -+ v! U U U U U U 19 ' 10 " N ---- 6 ' 7 "8 --~- 5 ' 8 "B --~ 0 N 3' " ao W :t JOB 8758A STRANAHAN LOC= 1625 BEACH RVE PLAN STRANRHRN RESID DESIGNER: RICHARD TINGLEY HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE 1-PLY TRUSS FLOOR JOIST 2-PLY BEAM 4-PLY BEAM HUS26 MIT316 HGUS414 HGUS7.2514 BM -1 3- 1.75" X 16" LVL 19' BM -2 2- 1.75" X 16" LVL 9' BM -3 2- 1.75" X 16" LVL 9' BM -4 2- 1.75" X 12" LVL 8' BM -5 2- 1.75" X i2" LVL 16' BM -6 4- 1.75" X 16" LVL 29' J LL_ CD - N ~ N - -a - Q~ -o X >N O CN m O C~7 .~ O O . ~ W 0 4 ~ o m ~ o c m N D L m -m a' U N p m at a £D~°~ ~} ~°ao ~ rwa LL m o m ~° N C W Ojf m ° d W U +- G °~m N ao 0 3 mc. mo N ov mo ~ aOL U ~ Err C U i- Lo °~o°c L ~m°°: p o L~ o F tm T~ p moon C L ._- po=amr .o~} NY O . m Y - m NIn- G z ](Ot4 Lin om r-+~mc~ .- F-L+a~ s m °-; Fw-- om®a F- L__~ O E E CO --m C C m UJ~ C O m m L CDC E E L U J 7 J OJJO O n l ~ W ~ O vVJ i ~_ ~ ~' 3 18'4"4 12'11"12 OTE • RCHITEGTURAL ~ ESIGNS August 28, 2003 Department of Environmental Protection Marjory Stoneman Douglas Boulevard 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Re: James and Monica Stranahan 1625 Beach Avenue Atlantic Beach, Florida 32233 Susan Devora, Engineer Bureau of Beaches and Wetland Resources AWARD WINNING HOME DESIGNS SINCE 1987 BRIAN J. COTE, AIA Mr. Stranahan has asked me to respond to your request for information about the amount of excavation required on his lot in Atlantic Beach, Iilorida. It's difficult to describe because of the underground circumstances but no real excavation was required. There was an existing concrete bomb shelter under the previous house that consumed a large portion of the lot. The new home that I designed took this situation into consideration to disturb as little of the natural grade as possible by using a footprint for the new home that is consistent with the old foundation. Once the existing house was disassembled, there was virtually no dirt to be removed where the pad for the remodel is to be built. Sincerely, ----.~ ri n Cote 13500 SUTTON PARK DRIVE 5., SUITE 301 - JACK50NVILLE, FLORIDA 32224 - PH. (904) 223-7544 -FAX (904) 223-7054 J R Incandescent ,. ,. , . Polycarbonate P5702-30 ~P5702.31 White Black Round Wall or ceiling 10" dia. Extends 4-3/4". 1 m tum base ~ Surface Mount w max. (.~~ ~e-s"~- P ll ili i l b (~ onate wa or ce ng un ts o ycar P5703.30 White Round with Wall or 10" L., 10" W. 1 medium base, are corrosion and impact resistant P5703-31 Black grill ceiling Extends 5". 75w max. virtually maintenance free, and P5704-30 White Oval Wall 10" dia. 1 medium base, ADA UV stabilized. P570431 Black Extends 3-3/4". GOw max. • Low raaiatenar:ce incandescent P5705.30 White Oval with Wall 10-1/2" L., 5.7/8" W. " 1 medium base, ADA and fluorescent polycarbonate wall and ceiling lights for indoor P5705-31 Black grill Extends 4 . GOw max. and outdoor areas. P570G-30 White Hooded Wal] 10-1/2" L., S-7/8" W. 1 medium base, ADA • Tough polycarbonate construction P570G-31 Black Extends 4". GOw max. stands up to the elements and is UV stabilized. • Colors will not fade and parts Compa ct Fluorescent will not corrode. • Shatter-resistan± lens keeps out ' •, . ~ - , • • - ' moisture. Ideal for shower areas. P7302.30 White Round Wall or 10" dia. 2 2-pin twin 7w or 9w ~~ • Wet location listed. P7302-31 Black Ceiling Extends 4.3/4". comp. fl. G23 base. P7303-30 White Round with Wall or 10" dia. 2 2-pin twin 7w or 9w ~~ P7303.31 Black grill Ceiling Extends 5". comp. fl. G23 base. P7304-30 White Oval Wall or 10-i/4" L., 5-S/8" W. 1 2-pin twin 7w or 9w ADA ~~ P7304-31 Black Ceiling Extends 3-3/4". comp. fl. G23 base. P7305.30 White Oval with Wall or 10-1/2" L., 5-7/8" W. 1 2•pin twin 7w or 9w ADA ~~ P7305-31 Black grill Ceiling Extends 4". comp. fl. G23 base. P730G-30 White Hooded Wall only 10-1/2" L., 5-7/8" W. 1 2-pin twin 7w or 9w ADA ~~ P730G-31 Black Extends 4". comp. fl. G23 base. * All compact fluorescent fixtures above with NPF 120V ballasts. i~ Medium 2-pin Twin ~ ~"~ Energy Efficient ~ ~ base Compact p fluorescent Fluorescent z ADA • Complies with "Americans with Disabilities Act" 4-inch extension requirement. 343 progress Lighting Department of Environmental Protection Marjory Stoneman Douglas Building 3900 Commonwealth Blvd Tallahassee, Florida 32399-3000 September 3, 2003 To Susan DeVore: Here are the items you requested. Also per our phone conversation I requested the land surveyors to include the # of feet inside the CCL. • Two sets of final house plans both full size and two sets of 8x 11 to include site plans and electrical plan from Brian Cote Architect • Outside lighting fixtures catalogue sheet with specs • As built survey adding feet from CCL line to end of property You also requested a grading plan, none was necessary as this is a remodel on the existing footprint. The only excavation required was around the perimeter of the existing bomb shelter to verify foundation integrity. I have enclosed a letter from Brian Cote advising the activity to date on the remodel. Note on the enclosed wiring diagram the only outside lights on the ocean side are on fourth level deck they will be the round P7502-30 fixtures, next to the door on the second level north west side will be a P5604-30 fixture all will have 40W bug bulbs. If there are any more information you request please call me at 904-249-0811. Look forward to receiving a permit so we can resume work. Sin ly Jim ranahan CC Don Ford Atlantic Beach CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 03-00026841 Date 9/09/03 Property Address 1625 BEACH AVE Tenant nbr, name RENEWAL OF PERMIT #25501 Application description SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation 0 Owner ------------------------ STRANAHAN, JAMES Contractor ------------------------ OWNER ATLANTIC BEACH FL 32233 (904) 249-0811 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . Permit Fee 35.00 Plan Check Fee .00 Issue Date Valuation 0 Fee summary Charged ----------------- ---------- T'^Y^~~ * ~oA Tnfial 35.00 .00 35.00 Paid Credited Due ---------- ---------- ---------- 35.00 .00 .00 .00 .00 .00 35.00 .00 .00 Citv of Atlantic Beach *~ CUSTOMER RECEIPT ~* Ooer: CKdP10REN Type: OC Drawer: 1 Date: 9/09/03 01 Receipt no: 87669 Description Quintity Aeount BP BUILDING PERMITS 1.00 (35.00 Tender detail ~ CA5N (40.00 Total tendered 540.00 Total pay~ent 535.08 Chance 55.08 Trans date: 9/09/03 Tiae: 15:43:22 THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN i FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS )REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL ~~a~' ~~~- RAF Department of Environmental Protection Marjory Stoneman Douglas Building 3900 Commonwealth Blvd Tallahassee, Florida 32399-3000 September 13, 2003 To Susan DeVore: ~,_c;,~ Here are the items you requested per our phone conversation on 9/8. I enclose new copies of our plans that are stamped as requested. I will give you a call Monday to make sure that I have enclosed everything you need. Your file DU-335ATF Don't hesitate to contact me at 904-249-0811. Look forward to receiving a permit soon. Sincerely ~___~____- Jim Stranahan PS: I have enclosed a copy of the survey for the house between my property and the ocean FYI CC Don Ford Atlantic Beach MAP SHOWING SURVEY OF Lots 4 and 5, North Atlantic Beach, Unit No. 1, a recorded in Plat Book 15, Page 10 of the Current Public Record of Duval County, Florida, except that part of said Lot 5 being more particularly described as follows: For the point of beginning commence at the Northwesterly corner of said Lot 5; thence in an Easterly direction along the Northerly boundary of said Lot, a distance of 75 feet; thence in a Southwesterly direction along a line parallel to the Westerly boundary of said Lot, a distance of 42 feet; thence in a Westerly •direction along a line parallel to the Northerly boundary of said Lot, a distance of 75 feet to a point in the Westerly boundary of said Lot; thence in a Northeasterly direction along said Westerly boundary of said Lot, a distance of 42 feet to the point of beginning. Date: March 11, 1991 For: SARAN G. SEE Scale: 1" = 30' R. L. CROASDELL & CO. Civil Engineering & Land Surveying 429 East Adams Street Jacksonville, Florida CERTIFICATION: This survey moats the minimum technical standards for a boundary survey as sot forth by the Florida Board of Land Surveyors, pursuant to Section 472.027, Florida Statutes and I further certify that the property shown hereon lies wiihin Zone X as delineated on the U. S. Department of Housing and Urban Development Map No. 120075, Panel 0001 D, effective Aprll 17, 1989. ,--- j ~ ~ ~. SIGNED: ~'~ i ~ i ~3 r t ~ Florida ogistered Lan S rve o. 708 ~ ~ ~ /, ^ r ~ .. ,, ~~.~Or --~- 4~ ~ ~~ ~~ V- I`-. J -J 0' ~ i~Uhl%. Pf~r, ~ ; L_____l,_ _J I 1 1 1 1 1 1 1 p •' a . ; ~ . i ' 1 1 1 1 I -! ~~ 1 it I ~ 1 , 1 , ~r D 0 w N D t r ~," 1 AMENDED AGENDA COMMUNITY DEVELOPMENT BOARD CITY OF ATLANTIC BEACH January 16, 2001 7:00 p.m. 1. Call to Order 2. Approval of Minutes of Meeting of December 19, 2000 3. Recognition of Visitors 4. Old Business None. 5. New Business a. Application for Variance filed by Michael Patterson to park a boat and trailer in driveway at 887 Stock Street. b. Application for Variance filed by Jim and Monica Stranahan to reduce the rear and side yard setbacks to construct a home on anon-conforming lot located at 1620 Beach Avenue. w~JL~.,~-~~*,,•°~,~..~t..,, c. Discussion of Yelvington Variance. d. Election of Officers 6. Reports and Announcements 7. Adjournment If any person decides to appeal any decision made by the Community Development Board at the above meeting, he will need a record of the proceedings, and for such purpose, may need to ensure that a verbatim record of the proceedings be made, which record shall include the testimony and evidence upon which appeal is to be based. MINUTES OF MEETING OF COMMUNITY DEVELOPMENT BOARD January 16, 2001 A regular meeting of the Community Development Board was held Tuesday, January 16, 2001, in the City Hall Commission Chambers. Present were Chairman Don Wolfson, Craig Burkhart, Robert Frohwein, Karl Grunewald, Samuel Jacobson, Mary Walker, Community Development Director George Worley, II, and Recording Secretary Susan Dunham. 1. Call to Order The meeting was called to order at 7:00 p.m. Mr. Wolfson introduced Mr. Karl Grunewald as the new member of the Board. 2. Approval of Minutes of MeeEin~ of December 19, 2000 A motion was made by Mr. Frohwein, seconded by Mrs. Walker and unanimously carried to approve the Minutes of the Community Development Board meeting of December 19, 2000. 3. Recognition of Visitors None. 4. Old Business None. 5. New Business a. Application for Variance. filed by Michael Patterson to park a boat and trailer in driveway at 887 Stock Street. Mr. Patterson was not in attendance so this agenda item was moved to later in the meeting. b. Application for Variance filed by Jim and Monica Stranahan to reduce the rear and side yard setbacks to construct a home on anon-conforming lot located at 1625 Beach Avenue. Mr. Worley advised the Board that the zoning classification of this property is RS-2, residential single-family. Mr. Stranahan introduced himself to the Board and advised that he would like to remodel the current building, which houses three to four apartments and a bomb shelter, into one single family home. Mr. Stranahan advised that the variance request is to allow him to use the current foundation to avoid digging out and filling in the lot. In addition, Mr. Stranahan stated that he included a copy of the drawing of a house which is of the type of home he would like to build on the lot. Mr. Stranahan clarified that the variance .request is to reduce the side yard setbacks to keep the home where it is currently located. Mr. Stranahan also advised that the deck is on the street property line and he would be moving the house back from the street approximately ten feet. Mr. Brian Cote introduced himself as the architect for this project. Ms. Walker asked Mr. Worley how this home became three units. Mr. Worley advised that at the time that this area was annexed into Atlantic Beach, this building housed in excess of five units and has fluctuated as to the number of units in the last several years. Mr. Worley stated that when this area was annexed into Atlantic Beach, certain lots were zoned at a higher multi-family duplex RG-l. However, this particular lot was zoned RS-2 and most of the block that the lot is located in is zoned RS-2. Minutes of Community Development Board January 16, 2001 Page 2 Mr. Grunewald confirmed with the applicant that the height of the building would remain as it is. Further discussion was held with regard to the height of the building in relation to the street level. It was determined that the top of the proposed home would be 43 feet from the existing street level. Mr. Stranahan confirmed that the garage would be below ground with three habitable floors. Mr. Worley discussed the provision in the Code under Grade, Calculated Average that is used to determine the elevation of a lot from which to measure building height. That point is an average elevation of the site calculated prior to excavation, fill or land balancing. Mr. Worley stated that this was written with the intent of taking into account the construction that was anticipated along the oceanfront at the north end of the beach where there are considerable dunes or low spots. The idea was to create an average height of buildings along the coastline using a calculated average grade. From that point, the building height measurement cannot exceed 35 feet. There was a question with. regard to existing lots that are excavated, filled or land balanced previous to construction. Even more of a question with regard to a situation such as this where the existing foundation will be incorporated or used by the proposed new building. Mr. Worley stated that in these cases, in the past, the Board has taken the elevation of the site as it has been graded, in other words, after it has been affected by the previous development, and from that point, measured the 35 feet. This case is a little unusual because the elevation is somewhat higher than street level with a retaining wall. Mr. Worley advised that if calculated average grade is used, it does not apply to a lot that has already been developed. Mr. Worley clarified that if you measured from the existing grade using the foundation of the existing house, the proposed house would be approximately 35 feet. Mr. Jacobson asked Mr. Worley that if a horizontal plane were put on the top of the proposed structure, then would the plane be higher or lower than the current structures? Mr. Worley responded that he believed it would be approximately the same elevation. Mr. Frohwein discussed the tremendous amount of square footage that is proposed to be placed on this lot. He stated that it appears the applicant is adding approximately 25% more structure. Mr. Frohwein also noted that there is virtually no off-street parking. Mr. Stranahan stated that the whole house would be moved back which will allow for parking. Mr. Wolfson discussed with the applicant the possibility of moving the northwest side yard setback to five feet. Mr. Cote stated that the foundation is below grade an additional nine feet at that point and the foundation is built as a bomb shelter, with walls that are nine inches thick. Mr. Wolfson asked if architecturally and from an engineering perspective, the applicant could move that setback without destruction of that portion of the building. Mr. Cote responded that this would increase the cost of building the home. Mr. Jacobson asked the applicant if the encroachment would be the same or worse on the north. Mr. Stranahan advised that it would be the same but it will not come as close to the street. Mr. Wolfson stated that the pitch of the proposed building would not exceed the pitch of the present building. However, he stated that there would be a significant increase to the volume or the mass of the building. Mrs. Walker asked Mr. Cote if he could use the existing foundation but reduce the footprint? Mr. Cote responded that the only way to make it smaller would be to demolish it and start over because the current foundation sits approximately a foot to afoot-and-a-half above grade. Mr. Frohwein asked if it would be possible to demolish the foundation to just below grade level? Mr. Jacobson asked Mr. Stranahan that if he did that, how badly would that compromise the living space of the house? Mr. Cote advised that the square feet of the current building is 3800 square feet Minutes of Community Development Board January 16, 2001 Page 3 of air-conditioned space and the proposed building would be the exact same square footage. Mr. Wolfson stated that the new residence will not be wider than what is currently there but it will be much higher Mr. Wolfson moved to deny the variance request. Mary Walker seconded the motion Mr. Wolfson stated that he believes Mr. Stranahan and his wife can get the structure they want even with an adjustment to the north side yard setback. In addition, Mr. Wolfson advised that currently, in case of fire, there is no way to get emergency equipment through the north side yard. He said that there is also an extreme hazard and danger of fire spreading from one structure to another. Mrs. Walker expressed that through workshops with the Commission, the Board as a whole agreed that if something happens to non-conforming buildings, when people rebuild, they should be rebuilt within code. Mrs. Walker stated that she sees a conflict by allowing someone to purposely tear down and then rebuild on anon-conforming lot but with the same reduced setbacks. Mrs. Walker said that she appreciates the fact that it may cost more to meet the required setbacks; however, it is just too close and proposes a safety hazard. Mr. Grunewald discussed a previous fire at this location and stated that the neighbor to the east who stated that the height of the proposed building does not bother her. Mr. Frohwein stated that he spoke to the neighbor on the south and he also gave Mr. Stranahan good reviews. With regard to the side yard setbacks, 15 feet are required but he recognizes that this is a substandard lot. Mr. Frohwein stated that he thinks that it would be a reasonable position for this Board to take to decrease the side yard setbacks by one-third, which would reduce them to 10 feet, hopefully five feet on each side. In addition, it seems reasonable to reduce the front and rear setbacks by 50 percent to allow for 10-foot front and rear minimum setbacks. Mr. Stranahan requested that the Board defer his application. Mr. Wolfson moved to withdraw his motion. Mr. Burkhart seconded the motion, which passed by unanimous vote. a. Application for Variance filed by Michael Patterson to park a boat and trailer in driveway at 887 Stock Street. Mr. Mike Patterson of 887 Stock Street, Atlantic Beach, introduced himself to the Board. Mr. Patterson stated that he is requesting a zoning variance to park his 22-foot boat in his driveway. Mr. Patterson stated that the way the house is built, it is impossible to park the boat anywhere else but his driveway.. Mr. Patterson informed the Board that he owns the Jacksonville Fisherman magazine and the boat is named the same. The vessel was built in 1999, it is not an eyesore and all stickers, tags, etc., are current. Mr. Wolfson asked Mr. Worley if a variance is a permanent change on the land. Mr. Worley stated that it was correct. Mr. Worley clarified that if the Board grants a valiance to allow construction of something permanent, it will run with the land. If the Board grants a temporary parking variance, it can be attached to an individual or a time limit can be established. Mr. Wolfson stated that the Board is going through revisions to this chapter in the Code. He said that Mr. Patterson has a commercial vehicle on his lot and we are addressing the use of commercial vehicles limiting them to one per residence. Mr. Worley agreed that this boat does constitute a commercial vehicle. AGENDA COMMUNITY DEVELOPMENT BOARD CITY OF ATLANTIC BEACH February 20, 2001 7:00 p.m. 1. Call to Order 2. Approval of Minutes of Meeting of January 16, 2001 3. Recognition of Visitors 4. Old Business a. Application for Variance filed by Jim and Monica Stranahan to reduce front, rear and side yard setbacks to construct a home on anon-conforming lot located at 1620 Beach Avenue. New Business a. Application for Use by Exception filed by David and Rebecca Henry to operate a cabinet shop at Lots 1-6, Block 18, Donner's Replat. b. Application for Variance filed by John Meserve to reduce the rear and side-yard setbacks to build an addition to anon-conforming residence located at 2126 Beach. Avenue. c. Conceptual review of proposed plat of new Paradise Cove subdivision.. d. Presentation by Ivey, Harris and Walls (planners recommended by Staff to complete Comprehensive Plan Amendments). 6. Reports and Announcements 7. Adjournment If any person decides to appeal any decision made by the Community Development Board at the above meeting, he will need a record of the proceedings, and for such purpose, may need to ensure that a verbatim record of the proceedings be made, which record shall include the testimony and evidence upon which appeal is to be based. AGENDA COMMUNITY DEVELOPMENT BOARD CITY OF ATLANTIC BEACH February 20, 2001 7:00 p.m. 1. Call to Order 2. Approval of Minutes of Meeting of January 16, 2001 3. Recognition of Visitors 4. Old Business a. Application for Variance filed by Tim and Monica Stranahan to reduce front, rear and side yard setbacks to construct a home on anon-conforming lot located at 1620 Beach Avenue. __~, ~f , , dom.; : ~~.~. ~4.~_r x~.B-~..~.~__~ ,~_. ~~. 5. New Business a. Application for Use by Exception filed by David and Rebecca Henry to operate a cabinet shop at Lots 1-6, Block 18, Donner's Replat. b. Application for Variance filed by John Meserve to reduce the rear and side yard setbacks to build an addition to anon-conforming residence located at 2126 Beach Avenue. c. Conceptual review of proposed plat of new Paradise Cove subdivision. d. Presentation by Ivey, Harris and Walls (planners recommended by Staff to complete Comprehensive Plan Amendments). 6. Reports and Announcements 7. Adjournment If any person decides to appeal any decision made by the Community Development Board at the above meeting, he will need a record of the proceedings, and for such purpose, may need to ensure that a verbatim record of the proceedings be made, which record shall include the testimony and evidence upon which appeal is to be based. MINUTES OF MEETING OF COMMUNITY DEVELOPMENT BOARD February 20, 2001 A regular meeting of the Community Development Board was held Tuesday, February 20, 2001, in the City Hall Commission Chambers. Present were Chairman Don Wolfson, Robert Frohwein, William Gulliford, Karl Grunewald, Samuel Jacobson, Mary Walker, Community Development Director George Worley, II, and Recording Secretary Susan Dunham. ' 1. Call to Order The meeting was called to order at 7:02 p.m. 2. Approval of Minutes of Meeting of January 16, 2001 A motion was made by Mr. Gulliford, seconded by Mr. Grunewald and unanimously carried to approve the Minutes of the Community Development Board meeting of January 16, 2001. 3. Recognition of Visitors None. 5. New Business d. Presentation by Ivey, Harris and Walls (planners recommended by Staff to complete Comprehensive Plan Amendments). This item was moved to the beginning of the Agenda at the request of the Chair. Mr. Worley introduced Ms. Amy Skinner of Ivey, Hams & Walls, 81 King Street, Suite A, St. Augustine. Ms. Skinner advised that the City is in the process of looking at evaluations by Community Affairs of the City's Comprehensive Plan. She stated she is looking through the comments and responding to the comments. Ms. Skinner advised that she has been with Ivey, Han: is & Walls for three years and was a planner for the City of St. Augustine for eight years so she brings a city perspective. Ms. Skinner applauded Atlantic Beach's effort to protect and promote. She stated that her timeframe is as follows: public comments through the month of March and review the material April and early May. Ms. Skinner stated that she would give elements of the plan to the Board members to review. Mr. Worley stated he would provide the Board with an expected completion date within a few weeks. 4. Old Business a. Application for Variance filed by Jim and Monica Stranahan to reduce front, rear and side yard setbacks to construct a home on anon-conforming lot located at 1625 Beach Avenue. Mr. Stranahan, of 1620 Beach Avenue, introduced himself to the Board. Mr. Stranahan advised the Board that he changed the overall layout of the house from the original plan to address the problem with the northwest side of the home. He advised that he changed the following three items: (1) the stairs were originally coming out over the front easement so he moved the stairs back to the side; (2) the house is no longer a square box, it now goes up in stair steps; and (3) he moved the northwest corner of the house in from 3'4" to 5' for easier access. Mi. Stranahan further advised that he does not plan to remove the wall that is there since it is underground and it would affect the home; however, he will move the house off of the wall. In addition, Mr. Stranahan stated that off-street parking was added in front of the garage. Minutes of Community Development Board February 20, 2001 Page 2 Mr. Grunewald asked if there would be extensive removal of earth for the side entrance garage. Mr. Stranahan responded that approximately one foot of earth would be removed. Mr. Stranahan stated that the square footage would be 3,200 and the height would be about the same. Mr. Stranahan also stated that the original proposed house was approximately 5,000-6,000 square feet and this home would. be much smaller. Mr. Frohwein asked Mr. Worley if he had given further thought with regard to where and how to measure the 35 feet in building height and, if so, is the proposed home in compliance. Mr. Worley responded that there are two finished grades, the main elevation of the lot and the straight elevation. He stated that by examining the existing building and its height; it is his interpretation that the proposed building would be approximately the same height as the existing building. Discussion ensued with regard to the north property line and the garage. Mr. Frohwein suggested last month that the north property line be maintained at 5 feet. Mr. Frohwein asked if it was possible to maintain five feet the entire length.. Mr. Cote responded that they could not square the garage up to the building because of the garage entries. Mr. Wolfson noted that Mr. Worley recommended granting the variance on the existing building foundation with aten-foot front setback. He stated that five feet versus ten feet is an issue, but the requirement is 20 feet. He further stated that he was more concerned about the five-foot setback on the north side. Mr. Wolfson asked Mr. Stranahan if he anticipated placing a gate and fence on the north side of the home. Mr. Stranahan responded that he did not because he has a row of palm trees down that side of the home. Mr. Wolfson stated that he agreed with staff on the setback in front. Mr. Worley pointed out that fencing is not the only way to block access, landscaping is .another. Regarding the front setback, Mr. Stranahan offered to remove the bay window. Mr. Frohwein stated that he concurred with staff regarding the front setback and maintaining ten feet. He further stated that it appears the plan could work with afive-foot north side setback and aten-foot front setback. Mr. Frohwein stated that given the size of this particular piece of property he does not feel it is reasonable to expect athree-car garage. Mr. Grunewald moved to approve the variance request with the exception of the bay window. Mr. Gulliford seconded the motion. Mr. Frohwein stated that he"thinks this is a tremendous amount of building to put on this lot. Some additional discussion of the site layout occurred. The question was called and the motion passed with Mr. Gulliford, Mr. Grunewald,lVlr. Jacobson, Ms. Walker and Mr. Wolfson voting in favor of the motion and Mr. Frohwein voting against. S. New Business a. Application for Use by Exception filed by David and Rebecca Henry to operate a cabinet shop at Lots 1-6, Block 18, Donner's Replat. Mr. Bill Henry introduced himself to the Board and explained that he had a cabinet shop in Neptune Beach for fourteen years behind Ed Smith Lumber Company. He explained that he is looking to expand his company. He further stated that there are a lot of industrial trades in the area and his company would not have a negative impact on the area. Minutes of Community Development Board February 20, 2001 Page 3 Mr. Jacobson asked Mr. Henry what he thought about staff s recommendation to limit use to daytime hours. Mr. Henry responded that he does not have a problem with that since they do not. work evening hours. He stated that they start work at 6:00 a.m. Mr. Henry further stated that he has only five employees, but may go to six and his equipment is quiet. Mr. Grunewald stated that he is concerned with the potential noise factor because of the residential property across the street. He stated that 6:00 a.m. in the morning could be very offensive for people who live across the street. Mr. Henry responded that he has never had anyone complain. He said that his operation is pretty quiet for a wood shop and that he would be very conscientious. Mr. Wolfson stated that the Noise Ordinance limits noise to 6:00 a.m. to 8:00 p.m. Mr. Gulliford stated his concern that the security lighting does not shine into homes.. He indicated that the applicant add a private shade so that the light is reflected back to the building. Mr. Grunewald advised the applicant that. no outside storage is allowed per code. Mr. Gulliford moved to recommend the approval to the City Commission per the Staff recommendation, but with hours of operation from 7:00 a.m. to 7:00 p.m., no outside storage and shielded lighting. Mr. Grunewald seconded the motion. In response to a question from Mr. Frohwein, Mr. Henry responded that he was okay with the hours of operation. A vote was taken and the motion passed by unanimous vote. b. Application for Variance filed by John Meserve to reduce the rear and side yard setbacks to build an addition to anon-conforming residence located at 2126 Beach Avenue. Mr. Ted Barrett of 377 7`~ Street, Atlantic Beach, introduced himself. He stated that he is the owners' agent on behalf of John Meserve. Mr. Barrett stated that Mr. Meserve is proposing an addition to the south side of the home that would be the same depth as the existing building. He said that the building is in a ravine and it would be impractical to put the addition on the front. He further advised that the proposed addition would be three stories to match the existing home. Mrs. Walker asked Mr. Barrett if the slope is not as steep on the south side. Mr. Barrett responded that the south side is the same elevation. He further stated that the original house was built on a flat spot of the lot and the proposed addition is on the same flat spot. Mr. Barrett advised that this is the best location for the addition--that it ties in with the existing house and is very suited to the neighborhood. Mr. Frohwein asked if it would be possible to build the addition off grade on the front of the property without interrupting the drainage. Mr. Barrett responded that it would encroach on the driveway. Mr. Jacobson moved to grant the variance as requested. Mr. Wolfson seconded the motion. Minutes of Community Development Board February 20, 2001 Page 4 Mr. Jacobson stated that he has a good deal of concern for people building and then a set of regulations being imposed on them. It seems the structure continues from the existing Line and does not pose any serious problems to the west and does not crowd the line to the east. Several Board members expressed the desire to ask questions of the applicant. Mr. Gulliford moved to defer action to afford the applicant an opportunity to explain why the orientation is necessary as proposed. Ms. Walker seconded the motion, which passed by unanimous vote. c. Conceptual review of proposed plat of new Paradise Cove subdivision. Paul Nichols introduced himself as President of Bestcon. He advised the Board that he purchased four acres on the western end of Levy Road. He advised that the intent is to take 28 lots and replat them into 25 residential lots. Seven lots will be on the marsh and the other Lots are along Carnation Street and Tulip Street. The community will be called Hidden Paradise and the house values will be $110,000 to $120,000. Jim Lucas of 1516 Landon Avenue introduced himself. Mr. Lucas advised that the property in question is located on both sides of Tulip Street and both sides of Carnation Street. The minimum lot sizes are 50 feet by 100 feet. There will be underground electric, water, sewer and paved streets and there are some turnarounds. Mr. Wolfson asked Mr: Lucas to explain temporary turnarounds. Mr. Lucas responded that they are rights-of--way that extend beyond the edge of this project. He stated that they need some type of temporary means to turn traffic around and get them back out as opposed to opening other ways that the development does not own. Mr. Worley advised that there are no plans to extend those roadways. Mr. Wolfson asked if it was in the best interest of the development to have the roads open., Mr. Worley responded that from a City perspective, the Tulip Street right-of- way is probably the better of the two. Mr. Worley added that from a traffic safety standpoint, cul-de- sacs are nice and will typically increase the value of property. Mr. Worley stated that he did not believe that Public Safety would have a problem with temporary turnarounds. Mr. Worley advised that the roads would be constructed to meet city requirements. Mr. Lucas stated that the Tulip Street lots are 55 feet (or larger) by 122 feet. The marsh lots are 50 by 125 feet or greater in depth. In response to a question from Mr. Grunewald, Mr. Lucas stated that they would be providing streetlights. He further stated that they are required to use the same criteria as all other developments in Atlantic Beach. Mr. Nichols encouraged the Board members to go and look at Paradise Cove. He stated that the size of Hidden Paradise would be similar to Paradise Cove. Mr. Worley advised the Board that the preliminary plat will pass through other departments to ensure that what is being proposed is adequate before a final plat is approved. Mr. Grunewald asked if Bestcon would be providing a barrier between Levy Road and the cemetery. Mr. Lucas responded that there is a natural barrier that runs along the road and they would maintain this barrier. Minutes of Community Development Board February 20, 2001 Page 5 Mr. Wolfson asked if the cul-de-sacs are designed to meet standards that will allow sufficient room for emergency vehicles. Mr. Lucas stated that the diameter of the turn-around meet the standards of code. Mr. Nichols stated that the current owners purchased the Carnation Street right-of--way and he would like to give it back to the City. Mr. Worley responded that he would not see any problem as long as the road is constructed to meet City standards. Mr. Nichols noted the current subdivision ordinance requires 60-foot rights-of--way. He proposed giving back a 50-foot right-of-way. The Board expressed concern with regard to 50-foot right-of--ways without curbs. However, the Board encouraged Mr. Nichols to continue with his design. d. Presentation by Ivey, Harris and Walls (planners recommended by Staff to complete Comprehensive Plan Amendments). This item was moved to the beginning of the Agenda at the request of the Chairman. 6. Reports and Announcements None. The Board continued their discussion of the Variance review process. 7. Adiournment There being no other business or discussion, the meeting was adjourned at 9:55 p.m. SIGNED Yom(\, ATTEST _~ ~~~- ~( °~ ~~" 1 _~ `~~~ Rf~cr ~~;~~ ~,. ~;~ ~~~~ W ~ ~ F~"a p ~ ~~~ ~N~ ~ ~ ~~~~. ,~d~ ~ cti~~. ~ ~r~,.,. o ~ r-v ~ ~- ~~~°~ ~ t-z e CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS Owner(s): Address: ! l ~.a~~~~`/~~.L t-~~~ 1~ Phone: .~, ~1 `~~~~ of ~ -5 Block or Unit ~ V ~9~~ivisioni~~z /~ ~F~llnf~c /~e4~.~' _. ,, ~ Contractor: lst~ State License ~ Address: Describe work to be done: Present use of building: No:, Valuation of Proposed Construction: ~~ /~~)L1 Proposed t~se : ~!1 ~~ sd~f~ Is this an addition?'~~--- If yes, ~~~C ~," the added space: ft. X be heated and cooled?_C~ New el L°~5--~. ~Sj New plumbing fixtures?~ New firepl `1 SUBMIT THREE COMPLETE SETS OF PLANS, r~_'~ S , NOTICE OF COMMEr r~~Q // ~ , AFFIDAVIT , I F OWNER I S CONTRACTOR . ~ ~~ l C-E' ~j / /'Yi Signature OWNER• ~~`~ ~ / ,, .1 !.~ ~t ' - ~ ~ ~ ~ss~~~ Signature CONTRACTOR: ~~ ~~~ P R NZ~C ~ F~" License Supplied: p`PF QZ~-~GN~NGO~ C~Q~,O LNG & +~O~~~J Liability Insurance: S~Q ®6 ;,~:p 51995 Worker's Compensation Insurance: ~ Building and Zoning CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address / ~ f J Date ~ ~~ nclS ~2~~~ ~ Heated Square Footage @ $ per sq ft = $ GaragejShed @ S per sq ft = S Carport/Porch `~ ~ ,@ V $ per sq ft = S Deck pi ~~ @ $ per sq f t = $ Patio ~ @ ~~ S per sq ft = $ TOTAL VALUATION: Tot 1 Valu tion C- oe 0 ~oc~ _ Rem fining Value ~~ra~ 1st S Lo©©©© ~„_ ac7 $„-.oa per thousand o.~. portion thereof S s moo. o~ TOTAL BUILDING FEE $ ~•~ + 1/ 2 Fi 1 ing Fee $ Y~ .,SO ( ) Fireplaces @ $15.00 $ ~ BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP ( ) RADON (HRS) .0050 SECTION H PAVING ( ) HYDRAULIC SHARES CROSS CONNECTION ( ) SURCHARGE .0050 OTHER GRAND TOTAL DUE $!- ~ ~ ~`~ S. S S $ S. $. S, $, S. s 5 .~ ~ ~ ~ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: $ ~s ~o CITE OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number Property Address Tenant nbr, name Application description . Property Zoning . Application valuation . Owner ------------------------ STRANAHAN, JAMES ATLANTIC BEACH FL 32233 04-00027756 Date 8f09f04 1625 BEACH AVE RENEWAL OF #26841 SINGLE FAMILY RESIDENCE TO BE UPDATED 0 Contractor ------------------------ OWNER Permit BUILDING PERMIT Additional desc RENEWAL OF PERMIT #27756 Permit Fee 35.00 Plan Check Fee .00 Issue Date Valuation 0 Fee summary Charged ----------------- ---------- Permit Fee Total 35.00 Plan Check Total .00 Grand Total 35.00 Paid Credited Due ---------- ---------- ---------- 35.00 .00 .00 .00 .00 .00 35.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. a~r. ~ • B LDING OFFICIAL CITY OF ATLANTIC BEACH BUILDING AND PLANNING 800 SEMIlVOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE: (904) 247-5800 FAX: (904) 247-5845 http://ci.atlantic-beach.fl.us December 11, 2003 Olu Sawyerr, P.E. Fr~-x ~ ~ d SO - ~~ ~ '~-~ ~ 2cj ~~ Bureau of Beaches and Wetland Resources, MS#300 Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, FL 32399-3000 Re: James and Monica Stranahan Residence 1625 Beach Avenue Dear Mr. Sawyerr: ~N '~ ~v-~~~~~~~~~~ xly~ In January, 2002, the City of Atlantic Beach Building Department issued a remodeling permit (number 23284), to James and Monica Stranahan to convert an existing triplex into a single family residence. The address of the project is 1625 Beach Avenue. The remodeling project would result in a four level (including the garage) residence. It is the City's understanding that the Florida Department of Environmental Protection has, in writing, instructed the Stranahans to stop construction of the remodeling project because the Stranahans do not have a permit from FDEP and also because the project is not exempt from FDEP permit requirements as a modification or remodeling of an existing structure. Mr. Stranahan has informed the City that he has filed an after the fact permit application with the FDEP and that FDEP is processing that application. The purpose of this letter is two fold. First, the City informs FDEP that the remodeling project as approved by the City and as constructed to date does not contravene local setback requirements, zoning or building codes, and is consistent with the City's comprehensive plan. Second, it is the City's position that the project as structurally designed, permitted and constructed meets all building code requirements, and that the project may proceed to completion as a remodeling project. Sincerely, Don C. Ford Building Official City of Atlantic Beach CITY OF ATLANTIC BEACH BUILDING AND PLANNING 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE: (904) 247-5800 FAX: (904) 247-5845 http://ci.atlantic-beach.fl.us December 11, 2003 Olu Sawyerr, P.E. Bureau of Beaches and Wetland Resources, MS#300 Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, FL 32399-3000 Re: James and Monica Stranahan Residence 1625 Beach Avenue Dear Mr. Sawyerr: In January, 2002, the City of Atlantic Beach Building Departrnent issued a remodeling permit (number 23284), to James and Monica Stranahan to convert an existing triplex into a single family residence. The address of the project is 1625 Beach Avenue. The remodeling project would result in a four level (including the garage) residence. It is the City's understanding that the Florida Department of Environmental Protection has, in writing, instructed the Stranahans to stop construction of the remodeling project because the Stranahans do not have a permit from FDEP and also because the project is not exempt from FDEP permit requirements as a modification or remodeling of an existing structure. Mr. Stranahan has informed the City that he has filed an after the fact permit application with the FDEP and that FDEP is processing that application. The purpose of this letter is two fold. First, the City informs FDEP that the remodeling project as approved by the City and as constructed to date does not contravene local setback requirements, zoning or building codes, and is consistent with the City's comprehensive plan. Second, it is the City's position that the project as structurally designed, permitted and constructed meets all building code requirements, and that the project may proceed to completion as a remodeling project. Sincerely, fib-,.. C. ~~. Don C. Ford Building Official City of Atlantic Beach HP OfficeJet K Series K80 Personal Printer/Fax/Copier/Scanner Last Transaction pig Time Twe Identification Log for Information Systems 247-5845 Dec 11 2003 4:24pm puration Imes Result Dec 11 4:24pm Fax Sent 818504885257 0:39 1 OK CITY OF 716 OCEAN BOULEVARD P. O. BOX 25 ATLANTIC BEACH, FLORIDA 32233 TELEPHONE (904) 249-2395 February 23 1387 Bob Henry 1625 Bech Ave. Atlantiv Beach Dear Sirf Fl. 32233 I am writing you in regards to our conversation of Friday, January 30th,1987. At that time you had stated you would supply me with a copy of a valid permit for addition(s) to your property at 1625 Beach Ave. As of today, I have not received any permits or copies of permits that are current. If I catmot get this informatio within 10 (ten) days from today, we will have to pursue an "After-the-Fact" permit. This will insure the job complies with the Southern Standard Building Code. cerely, ~-~.. C ~'`--- Don C. Ford Building Dept. cc. Rene' Angers R. Fellows file ,. ~ ~ ~ ~ ~ ~~ ,~~ ~~ ~~ ~/ C~ ~ / /,. CITY OF ~~~ >sric v~eacl - ~~C~zcda 716 OCEAN BOULEVARD P. O. BOX 2b ATLANTIC BEACH, FLORIDA 32233 TELEPHONE (904) 249-239b February 23, 1987 Bob Henry 1625 Beth Ave. Atlantiv Beach, F1. 32233 Dear Sirs I am writing you in regards to our conversation of Friday, January 30th,1987. At that time you had stated you would supply me with a copy of a valid permit for addition(s) to your property at 1625 Beach Ave. As of today, I have not received any permits or copies of permits that are current, If I carmot get this informatio within 10 (ten) days fratn today, we will have to pursue an "After-the-Fact" permit. This will insure the job complies with the Southern Standard Building Code. cca Rene' Anders R. Fellows file Don Ct Ford. cerely, C~ Building Dept. M ~_ OFFICE OF CItY COUNCIL R.H.'Henry 165 N. Eeach Ave. Atlantic Beach, Fla. 3«33 " . JACKSON VILLE, FLORIDA .. 32202 :' .,~ In reply, always refer to this number: v-79"-39 Dear Citizen: .~ ;S The Zoning Board has approved your above numbered petition. The attached Order pertaining to the petition becomes effective at the time and in the manner set forth therein. This official copy is being sent to you for your record,. Please contact this office if you need any additional infor- mation concerning this matter. We have enjoyed being of - service to you. Sin`"ere ly, REXF D C. DRANE Secret ry to City Council c c : ~/ Building & Zoning Inspection Division Jacksonville Area Planning Board File REXFORO C. DRANE S[CI1[TAl1T TO CITY COUNCIL bM1 ua • ns: July ~, 1979 :cep 6 BEFORE THE ZONING BOARD OF THE CITY OF JACKSONVILLE, FLORIDA No. V-79-39 WHEREAS, Robert H. Henry, the owner of the real property described in this order has applied to the Zoning Board for a zoning variance to reduce required side yard from _ _ ____5_ feet__to__3.3_ feet__fo.r__sidewaI1_, and_ from._5_feet_ to 2 _feet_____ for possible projection of pilaster; to reduce total side yards from 15 feet to 5.5 feet; and to reduce required rear yard from 10 feet to 1 foot for existing triplex in a RG-10 District; and WHEREAS, the technical staff of the Jacksonville Area Planning Board has considered the application and has rendered an advisory opinion; and WHEREAS, taking into consideration the above recommendation, the Zoning Board finds that the granting of such variance will not be contrary to the public interest and owing to special conditions a literal enforcement of the provisions of the Zoning Code will result in unnecessary and undue hardship; now therefore BE IT ORDERED BY THE G BOARD THAT:. Secticn 1. Varianc Granted ub'ect to Conditions. The owner of the real property described in this order is hereby granted a zoning variance from the requirement of Chapter 708.303 of the Ordinance Code of the City of Jack- sonville in order to permit the owner to reduce required side `~.. v-79-39 (Continued) yard from 5 feet to 3.3 feet for sidewall, and from 5 feet to 2 feet for possible projection of pilaster; to reduce total side yards from 15 feet to 5.5 feet; and to reduce required rear yard from 10 feet to 1 foot for existing triplex; subject however to the condition that said variance shall be transferable and shall run with the title to the property described in this order and subject further to the condition that said variance shall be commenced within one year from the effective date of this order. Section 2. Owner and Description. The land as to which a zoning variance is granted by this order is owned by Robert H. Henry and described as follows: Part of Lot 5, North Atlantic Beach, Unit 1, according to plat thereof recorded in Plat Book 15, Page 10, Current Public Records of said County; commencing at the Northwest corner of said Lot 5; thence in an Easterly direction along the boundary line of said lot a distance of 75 feet; thence in a Southwesterly direction along a line parallel to the Westerly boundary line of said lot a distance of 42 feet; thence in a Westerly direction along a line parallel to the Northerly boundary line of said lot, a distance of 75 feet; thence in a Northeasterly direction along said West- erly boundary line a distance of 42 feet to the point of beginning, as appears of record in OR Book 1254, Page 341, of the Public Records of Duval County, Florida. -2- V-79-39 (Continued) Section 3. Effective Date. This order shall become effective on the 13th day of June, 1979. Done this 13th day of June 1979. ..,.._~ _ _. EDMOI~D C. PHILIPS , Cha.rman._.___ _-_ __ _ of ~e Zoning Board,~~City of '`"'~~ ~ ' "~" Jacksonville . • ~~ .. ;',ATTEST. . . _ r" ~~ REXFORD C. DRAKE ~~ '•,\3ecr~tary, to City Council FORM `r'~PPROVED ~~~~ ~. ~c ~~~~; Assistant Counsel 4 -3- Page 1 of 1 Doerr, Sonya From: Neil McGuinness [n.mcguinness@mindspring.com] Sent: Thursday, March 31, 2005 3:16 PM To: Doerr, Sonya Subject: 1625 Beach Avenue I have several concerns regarding this project adjacent to our home at 1629/1631 Beach Avenue. -the structure encroaches the normal setbacks significantly In reviewing the file on this home it appears some type of variance was approved in Feb of 2001 but they did not build until just recently. I presume if that was their justification, the approval had expired. -the overall height will be extraordinary and totally overshadow our home and eliminate our privacy. The plan appears to measure 35 foot height from the top of the `bomb shelter'. Our adjacent Beach Ave. garage apartment `height limit' was measured from the street level. Shouldn't the height limit for the proposed 1625 construction be measured the same (from the street) ? Also since 1625 is not the oceanfront home, shouldn't the structure be treated as a garage apartment? (25 feet height) Thanks for your help. Neil A. McGuinness 1629 Beach Avenue 4/4/2005 t31'SUUUU4 Re Application number Application type Tenant number, name Permit type/seq/VRU Property address CITY OF ATLANTIC BEACH quest For Inspection - Inspection History 03 00025501 000 000 SINGLE FAMILY RESIDENCE RENEWAL OF PERMIT #23284 BLDG 00 000010504 BUILDING PERMIT 1625 BEACH AVE Type options, press Enter. 2=Change 4=Delete 5=View Status Opt Date Inspection Descriptio _ 3/02/05 BD FOUNDATION ~RT•TE _ 11/09/04 BD FOUNDATION _ 4/18/03 BD FOOTING 2/25/03 BD FOOTING Inspector Request ID Date Tiune LJH 2/18/05 17:00 LJH 11/08/04 8:00 LJH 2/07/03 8:00 LJH 2/24/03 8:00 3/22/05 12:55:15 Results Stat Date AP 3/02/05 AP 11/08/04 DP 2/11/03 AP 2/25/03 Bottom F3=Exit F6 Add inspection F12=Cancel F15=Override -~~ +t~ eleG-~-~~ ~o ~~~~ ~uawv~' 13~'SUUUU4 Re Application number Application type Tenant number, name Permit type/seq/VRU Property address CITY OF ATLANTIC BEACH quest For Inspection - Inspection History 03 00025501 000 000 SINGLE FAMILY RESIDENCE RENEWAL OF PERMIT #23284 PLBG 00 000058388 PLUMBING PERMIT 1625 BEACH AVE Type options, press Enter. 2=Change 4=Delete 5=View Status Opt Date Inspection Description 12/27/04 PL UNDERSLAB Inspector Request ID Date Time LJH 12/22/04 8:00 3/22/05 12:55:29 Results Stat Date AP 12/22/04 Bottom F3=Exit F6=Add inspection F12=Cancel F15=Override CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . Property Address Tenant nbr, name Application description Property Zoning . Application valuation . . 06-00032460 . 1625 BEACH AVE . TEMP POLE . ELECTRIC ONLY . TO BE UPDATED . 0 Date 3/10/06 Owner Contractor ------------------------ ------------------------ HENRY, ROBERT H. ALLAN DEES ELECTRIC 4479 PHILLIPS HWY #18 2826 LENOX AVENUE JACKSONVILLE FL 32207 JACKSONVILLE FL 32245 (904) 338-4583 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . Permit Fee 70.00 Plan Check Fee .00 Issue Date 3/08/06 Valuation 0 Expiration Date 9/04/06 Fee summary Charged ----------------- ---------- Permit Fee Total 70.00 Plan Check Total .00 Grand Total 70.00 Paid Credited Due ---------- ---------- ---------- 70.00 .00 .00 .00 .00 .00 70.00 .00 .00 o~~~ ~°~ ~' PERMIT I$,QPPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDIN CdDES. *,~ '`A 4:i n ~-,. Y BUILDING OFFICIAL HP Officejet 7410 Personal Printer/Fax/Copier/Scanner Log for Information Systems 904-247-5845 Mar 10 2006 2:53PM Last Transaction Date Time Type Identification Duration Pages Result Mar 10 2:53PM Fax Sent 96657372 0:35 1 OK CITY OF ATLANTIC BEACH __~ - `~ ~ `f ELECTRICAL PERMIT APPLICATION ,; l~Af'P• ~ _ rI ~~So v - Property Address: ~'~ ~ ,~' ,~ ~. Owner: ~~ yv~ ~~~.,,~ ~ 1~~,..~ Telephone #: ~ ~ ~-v ~// Contractor /'~"l~~/ ~~~ <~~ Telephone #• ~-`~y~G;~~ Contractor Address: ~ ~ Faa #• Contractor Si nature: -C~c _ In consideration of peraut given for doing the work as described ~ the abo statement, we hereby gree to perform said work in accordance with the attached plans and specifications which aze a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of ood ractice listed therein. Building: ^ New ^ Old I ^ Re-wire Building Type: ^ Trailer ^ Residence ^ Temp. ^ Conunercial_ ^ Signs ^ Addition Sq. Ft. Service: E1~New ^ Increase ^ Repair tf ocher construction is being done on this building Or site, list the building Pernit number: Conductor Size: AMPS: COPPER ALUMINUM ', Switch or Breaker AMPS ~ ~ PH s W J VOLT ~~ RACE ~ WAY 1 Existing Service Size AMPS '~'' PH W VOLT RACE WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed o.l oo .vv>PS OVER BELL A liances TRANSFER. Air Conditionin H.P.RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEILING HEAT KW-HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA NaNeon_Transf. Ea. Si Miscellaneous ~ 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (404) 247-5800 • Fax: (904) 247-5845 • ctrtrs:r;~~.yea,.9..ci.atl:.:aic-ha.:h...os Revised 1/04 HP Officejet 7410 Personal Printer/Fax/Copier/Scanner Log for Information Systems 904-247-5845 Mar 10 2006 2:50PM Last Transaction Date Time Twe Identification Duration Pa es Result Mar 10 2:50PM Fax Sent 96657372 0:33 1 OK X'_<l j f ~ ! ! f` ~~ l ~~f 1~ ,. ff ,~. /j` .1 `SS.~ `r-''t''`-1' 1~, ~r ~1-- ;: ~~ ~ l , i ~,,~=` CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 05-00031488 Date 10/24/05 Property Address 1625 BEACH AVE Tenant nbr, name NEW INSTALL 10 FIXTURES Application description PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation 0 Owner Contractor ------------------------ ------------------------ STRANAHAM, JIM A T & ASSOCIATES 3031 SANDHURST RD E ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32277 (904) 710-5691 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . Permit Fee 105.00 Plan Check Fee .00 Issue Date .Valuation 0 • Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total ,~ Charged Paid Credited Due ---------- ---------- ---------- ---------- 105.00 105.00 .00 .00 .00 .00 .00 .00 105.00 105.00 .00 .00 PERMTI' IS APPROVED ONLY IN ACCORDANCE R'TTH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUIL~~NG•QFFICTAL - -- ,Y~~r. ~ _. f~,/1 FkL'-::3F~}2ViCE: UTVIE~ION .3 At;}i~UNV II..LL•: }tii..,ECT}2IC AUTHOkI7'Y ~?3~3 WENT' DUVAL TREF~`T JAt;}i~ONVILI_E, E'LUkI}?A 32202 "i'}i}:~: E'ULLUWINL; FINAL INSPECTION (5) HAVE BEEI+I MAGE ANU Akb :CA'I' I t~F'AC l'O}Z`1 ~, ., ~ ,Cis ~ (~ ~ ~ ~ } l ~ ~ .~~~'i° ~ ~. --.j -------------------------- Enclo:;ed ar-e Che blue copies of the permits. :.~LNCE:}2~L..Y, ~~~ . . , ,~~ ~ ~ 7~ ~ ;' 1_, ~ ~~ ~ t , i E3(1~LC~INC~ IN::~}'E:(~TTON DIVISION ~~ : F I. }_. E: PSR•3844 1110 'DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH A _ _ _ PERMIT INFORMATION - _ ._ _ _ _ - ._ _ _ _ _ _ LOCATION I AiFORHAT I C?N _ _ _ _ -- -.. _ Permit Plumber: 11$10 Address: 1525 BEACH AVENUE Permit TypP:PLUMBI~}G ATLANTIC BEACH. FLORIDA 32733 ~~lass of Wark:REMODEL _-------- LEt3AL DESCRIPTION --------- Canstr. Type :WOOD FRAME Lot: 5 Black: Section: Propased Use: Plat Boak: Page:O B~rellings: 3 Subdivisian:NORTH ATLANTIC BEACH Est. Value: 0.00 --------- OWNER INFORMATION -________ Iin:srav. Cc,st: 0.00 Name:ROBERT H. HENRY Tatal Fees: 32.54 Address. 1625 BEACH AVENUE Amount Pata,d: .32.50 ATLANTIC BEACH. FLORIDA 32233 I3at~` ~?~,,~.dw ~~~~3/i996 Phone:~9041731~0416 'Dark Dec : TI~&.T~LL k'~b~MBING IPl REM~JDEL ,,:. W~'OT`4>R~S'Sl -_____ - - _______ APPLICATION FEES - - 5 rx r PLL-M~I~'(G 32.5Q 1~IT .:, ,..~; /; .-h:' ...2.y. . . - 1 )•~~ .. - .. .. ;. ~ .:.. .. .. .. ya ~ ~ ~ .: .sr....:., .. h .. ~ >s NOf~~pe~^tions Required Inspections Requited Inspections Required FINAL NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF TH15 PERMIT AND SUBJECT TO REVOC TI N~ 14 : VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: ~~~~~ Ol 3b11 00100001 ATLANTIC BEACH BUILDING DEPARTMENT E s CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: ~6 ZS Q~GI~ AVE OWNER OF PROPERTY : ~ aB J~F~.-Q./ PLUMBING CONTRACTOR Q ~' G PG uM Qi N ~ c a. CONTRACTOR' S ADDRESS : l ~ 99 ~ (3EAcN QC VA STATE L I CENSE NUMBER : C Fc a 2259 S TELEPHONE : 2 Z 3 - 355 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS 1 LAVATORY 1 BATH TUBS URINALS 1 CLOSETS SHOWERS WATER HEATERS DISHWASHERS DISPOSALS t WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: S x $3.50 + $15.00 3 a.S° MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRA ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 ~;_. t DATE __~ ~~ ~ J~ _ PRE'SERVICE DIVISION JACKSONVILLE ELECTRIC AUTfiORITY 233 WEST DUYAL STREET JACKSDNVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAYS BEEN MADE AND ARE: SATTSFACTORY: Enclosed are the blue copies of the permits. S ELY Q~ h~-~-, BUILDING INSPECTION DIVISION cc:FILE a _. /. '~~, /yam _. __ .. __ ~'obE~T ley t`~ENnY ~ !: s~~ ' . ~ Jet L C. _ ~ Tl?`~ ~~ _ ,. F. ~~~'cN~e`~ ~hcrcrrrFS S~ 3~ ~ ` ~ :.` . ~i /2~"lr'/~--C.C.S ~~ /' l~/~ ~'/f Try c ~ / c ~•c~ 6 ,f __ __ ~~~-, -~~~'i3 _ ,~b'l1d - i _~'~~ ~_L"t~ ~,~ ,~SS/S r"" ~- ~i/~' c' ~~~J /~E~G~y ~~/E,, __ _ /_ ~r~,ti G-^ E's 1~';,/G=~1` T! ~/-~-- ~''~ ~'.~'.+~c /°'Ty ~'•^t1c»GC/S ,~4 ~G~i~T~~'e~~_"' _ .-'~!~!/.S / ~- ~ Gic~ •~1.~: /4- ~--.G'~_ ~JOS"tiJ`I T.~ 4 ~ _ !// C1~' .?-T/~ ~-,S ,~i~S.~ ,O !/~ v s~.~ f~~ ,.~sc.-- r~.e S T/G=am T~t»v l?` .'t'.p __ ~O^~'Sv.C ~'"~ Ti v .~-- u,.-~ T,~ _~'~f'/r: ~ ,~ff'C~~ y 1T GG'~tS t~,~,- e~, ~ _ ~o,~ .mac:-~-.~ ~- ~Y~ ~~ ~--,~- r-ia•~ _ -~ ~a . __ e~~'v~,Q.~-~' _ ,ors ~~~,2-,~ ~- G ~- ~= .n < /l'.rE', ~i~~ i~,~~ vc: T°T` d cr ~t.~.~--~-~: v,~.~T3 ~.tS ~'rf'.c-s~-f--r--- ~..~. l%E A' .i .~.- c~ ~/~' i4 ~~ ~= /'~ Q' e ~ ~~dt ,..~ i ~i/~ ~ r ,G~ GG°'~fs ~%'Pt~",~ r*- ~A~'.S' t 1> ~~l~r'G`l,~' ~=- .~ ,~,r'f Uj. T;y' ~.(F G ~',R / ~ .~ .~ 5',y,J` .~ s~".S' . Duval County Tax Roll 1991 Real Estate PAGE 262 PARCEL NUMBER TAX AUTH LUST 183 473 000 ~~ 282 01 , " 189848 0000 USD3 SEE SARAH G . CLASS ' SEC 09 TMN 25 RNG 29E POSE ~ 0/00 .34 ACRES 1519 BEACH lAl~ 309,880 BK 7084 PQ 1422 OAtE 03/91 (509.000 ATLANTIC BE• 432?153NOV44% 10 801GENERAL 125.5000 9.4221 GNRL B 1,222.98 15-10 09-25-29E USD3 N ATLANTIC BEACH UNIT NO 1 PT lOT 4,lOT , 10,510.82 DEC 3% TAXABLE 448,183 8.8510 7800 2 SCHIST SCIILLC 2.982.21 1 238.99 5(EX PT RECD 0/R BK 4M3-1151) 0/R BK 7084-1422 10,84(.48 JAN 2X 758.15 fEB 1% 10 . .0490 fLNVGO , 21.98 . 888.82 MAR OX 10 3.7721 ATL. B 1,810.59 . .1820 STJRVM 218.02 1.1089 VOTED 495.09 TOTAL 10.858.82 - - - - - - - - - - - - - - US03 HENRY - - - - - - - - - - - - - - - - JUST- - - -152.010- - - - - - -"000252-02ss 10(849 0000 SEC 01 TiM 2S RIdR 29E ROBERT M CLASS LAND 510 48 POSE s 0100 .07 ACRES BK 4872 Pti •34 DATE OS/78 148,200 1825 BEACH AVE ATLANTIC BEACH, FL 32233-5840 IMPRVIIT R L , 103,500 000 '~' 25 4224 1 GNRL B 198.74 1 09-2S-29E US03 N ATLANTIC BEACH UNIT NO 1 PT Pt lOT 5 RECD 2,958.35 NOV /% 2,987.14 DEC 3% A BO/GENE TAXABLE , 127,010 . 5500 2 S~LC , 350.55 OIR BK 4!153-1156 3,017.!4 JAN 2X 048.73 FEB 1% 3 . .0490 FLNVGD 8.22 , 079.53 MAR OX 3 3.7721 ATL. B 474.09 , .4820 STJRVM 81.22 1.1089 VOTED 140.58 TOTAL 3,079.53 189850-0000 - - - - - - - - - - - - - - USD3 MOBLEY - - - - - - - - - - - - - - - JUST - 377,848 - - - - - -ss000282-03ss SEC 09 T1R+1 2S RNG 29E MIILIAM R ETAI CLASS LAND 750 180 POSE = 0100 .20 ACRES BK 315 PG 1770 DATE 04/92 5100 1829 BEACH AV ATLANTIC BEACH, Fl 32233-5840 IMPRVMT 1GENERAL , 187,098 000 25 1224 9 GNRL 8 3,324.88 PT lOT 8 $,213.04 NOV 4X 59 DEC 3X 298 8 80 TAXABLE , 352,848 . 2 76 LLC SQ 2'9 Ol-2S-28E USD3 N ATLANTIC BEACH UNIT NO 1 . , 384.14 JAN 2% 8 : I 3.85 , 489.70 FEB 1X 8 .0490 FLNVGD 17.29 , 555.25 MAR OX 8 3.7721 ATI. B 1,33+0.87 , .4820 STJRVN 170.07 1.1089 VOTED 390.57 TOTAL 8,555.25 - - - - - - - - - - - - - - - USD3 - NUNN - - - - - - - - - - - - - - - JUST - - -298,470- - - - - - ss000282-04** 0000 189851 SEC 09 TMN 2S RNG 29E GLORIA S CLASS LAND 190 750 PUSS = 0100 .20 ACRES BK 7024 PG 707 DATE 12/90 5100 2718 ST JOHNS AV JACKSONVILLE, F6 8 8 , 1224 9 !HIRE B 46 793 2 NDV 4X 1 ,900 TAXABLE 298,470 . 8540 8 SCHLST . , 972.71 1 09-25-Z8E USD3 N ATLANTIC BEACH UNIT NO 1 PT LOT 7 0/R BKS 6,972.89 OEC 3X 57 JAN 2% . 2.7800 SCHLLC , 818.28 4031-995, 7024-707 7,044. 118.46 FEB 1% 7 .0490 FLNVGD 14.53 , 188.34 MAR 0% 7 3.7721 ATE. B 1,118.31 , .4820 STJRVM 142.80 1.1089 VOTED 328.17 T07A1 7,188.34 ~_. . ~ ~ /~`~pOE CO,ys~Ff~ (~_ r \~' ~ H t al ~~ y 0~~, ~~ E3 : a~ ij P ~ , '~ssu 1940 ~A~~ 'fHE STANDARD C6DE5" CITY OF- IWK/ ~~/'ftiWYL TYPE OF INSPECTION ^ tiU~~~ i,i1~„ ^ ~ Mf (:! I;~fVli ~,r\I cv7~lcL6L ^ ; i E c:; ~,~c:ni Address ~ ~ ~~ ~~~~~~ ~~~' Permit No_ C_~ I)~li~' ~<<~~5. Item Code Section Location an Remarks ,VI~c7 4 r--- ~ ~/ CF/F d N C, ~ 00 / G -' ~T "- o ~ T N~ '~[. ©vK i~vL ~ oN ~ ~f C • C • ~~ ASS %f-1i¢Il~ ~ {~2 E~ 1 ~P ~ ~- t r. _ ~~ / /~ 1 A ~ 1 ~1 ,~J V ~ L (N O7 r" /~ ~ t/ .~- -f G`S L ~ F. ~C /SRO ~ /i f'~..~ ~--- ~ ao~ 3 °- o r-t t'~bo~ r © ~ /v , t e ~ ~ r ~ ~ c.- ~-- ~ r ~N ~ - ,t1 D ~ ~ D ~ 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 24x5800 FAX (904) 24x5805 INSPECTQRS SIC;NA TURF Nnr~Mni orF icC ri<~uF~s P1~<~NF rvutiiE;t Fi ?~ 2 ~~~oot ceys9Ff f o r =,` E t. :, , d o pG~,,, ~ a,~ e y f' P °`syi9ao,`~°~ 'THE STANDARD CODES" Address CITY OF r~!~a~ctic ~iia~ - ~l~~cda Permit No TYPE OF fNSPECTION ^ BUILi )i~~~, ^ (~E ~1r,~t=1w, ^ M; Cf I~NII~;Af ^ EL E GT1~1(~~~L ^ 011 ~~ (; l)~lti' ~ f Item Code Section Location and Remarks ~2 ~ ~-- !2 ~ - c~ vT" .~. ..~ . l `~'~ ~ U CJ L ~-- W "' ~- _ S --' O Cab LJ L~4G " /~ fi--- (~ t~ ~T C,~ t ~r /~i ~ f Pt l C6 ~ 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 24?-5800 FAX (904) 247-5805 INSPECTORS SIGNATURE NORMAEOFFICf:HOURS PHONE NUME3FR CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 09-00000836 Date 6/10/09 Property Address 1625 BEACH AVE Application type description RESIDENTIAL OTHER Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc RAILING ---------------------------------------------------------------------------- Owner ------------------------ STRANAHAN ATLANTIC BEACH FL 32233 Contractor ------------------------ OWNER ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . Permit Fee 35.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 12/07/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 35.00 35.00 .00 .00 .00 .00 .00 .00 35.00 35.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ~"~~~' ~ ss~`~'` r~r. CITY OF ATLANTIC BEACH ~. ~ _^J ,~ 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 ~' `~' + OFFICE: (904)247-5626 ~ FAX NO.:(904)247-5845 BUILDING-D E PT(d1C OAB. U 5 =~~~,}~ BUILDING PERMIT APPLICATION 09- : ..I_ . I _.. __ ~:. I _ . I DUVAL COUNTY 1. JOB ADDRESS: , _ 2 UATIO N OF WORK: 3. SO. FT. UNDEit ROOF ~~ ~% / ~ ~ ~ `r r f V 4. LEa^,AL DESCRIPTION: S. C OF WORK: ', - 6; USE OF STRUCTURE. ^ NEW BUILDING ^ DEMOLITION ^ RESIDENTIAL OT _ BLOCK _ SUB DIVISION ^ ADDITION ^ CONVERTING USE ^ COMMERCIAL .DESCRIPTION OF WORK: ^ ALTERATION ^ ACCESSORY BLDG. 8. FIRE SPRINKLER; a ~ ^ REPAIR ^ POOL !SPA ^ YES ^ NIA ^ MOVE ^ OTHER ^ NO ''• ~ P PERTY OWNER: CONTRACTOR: ' ARCH{TECT f ENGINEERt' 9. NAME: ' / ~j / 15. COMPANY NAME: 23. COMPANY NAME: 1 / J L~J/7 ,,{ ~,/1 ~ ,. l /~/~~q " • / `J ~~~rrr 1~ ~/ x////777 ~~'///"' /// 8. NAME: 24. LICENSEE NAME: 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: S~~ 18. ADDRESS: 28. ADDRESS: 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: 20. FAX NO.: 27. OFFICE PHONE: 28. FAX NO.: .ZY4'~O ~/ 13. CELL PHONE: nAA 21. CELL PHONE: 29. CELL PHONE: ~ 2 - S,W! 14. EMAI ADDRE /J I, 22. EMAIL ADDRESS: 30. EMAIL ADDRESS; ~ fC//A I/71J, ~ ,- : `FEE S11~LE TITLE-BOLDER:,' (~ mt~R nwi oiiln~ 80NDIFIG COMPANY:- " ` - N%)RTGAGE LENDER: 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6} months, or if construction or work is suspended or abandoned for a period of six (6} months at any time after work is commenced. !understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance vrith all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, unfit all inspections are frnaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. ,k~r WARNING TO OWNER: ~ YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTO NEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. O rAGENT CONTRACTOR' ;' orA LerierRequired) (OuaraaferOdy) ~ ~a Si Date: Signed: Date: Befo this day of , 2009 in the county of Before me this day of , 2009 in the county of Duv I, State of Florida, has personally appeared Duval, State of Florida, has personally appeared herin by himself /herself and affirms that all statements and declarations are herin by himself /herself and affirms that all statements and declarations are true and accurate. ~ ~ true and accurate. Notary Public at urge 4e of _ , Coun of ~/Q/ L Notary Public at Large, State of ,County of ^ Personally Kno ^ personally Known ^ Produced (dent' i ^ Produced Idenf~icafion - Notary Signat Notary Signature: . i'~d ~,,aY,p,,,, SHIRLEY RAHAM ;~~. ~;~~; Notary Public -State of Florida _ : • My Commission Expires Feb 14, 2010 ELDG01 Pa-mi4 ~ ~2EVisI~OFl2~~14>.~ ft DD 518533 "'~ °~~~,~~''~~ Bonded By rJational Notary Assn. 800 Seminole Road Atlantic Beach, Florida 32233 Telephone (904) 247-5800 FAX (904) 247-5805 Construction Site Management Plan Compliance A construction site management plan conforming to Atlantic Beach City Code Sec 6-18 has been approved as a part of this building permit. The Construction site management plan was approved based upon the following information. 1. Pazking plan - pazking plan showing how site will be accessed and all onsite and abutting street parking areas. 2. Location of construction trailers, loading/unloading area and material storage area. 3. Location of chemical toilet area -chemical toilets must be kept out of City right-of--way and not further than 15 feet from structure under construction. 4. Location of dumpster - dumpster must be from approved waste company (in accordance with Chapter 16 City Code). As of 2009, approved dumpster companies for Atl. Beach are Advanced Disposal, Realco Recycling, and Shappells. Dumpsters are to have tarp covers or rigid covers on windy days. Dumpsters must be removed prior to issuance of Certificate of Occupancy or Completion. 5. Traffic control plan, showing access with dimensions, area to be stabilized, narrative on phasing of construction with adequate parking and delivery of materials. 6. Site cleanliness. Contractor must have the entire construction site cleaned by Friday of each week. This means removal of scrap lumber, concrete remnants and other such construction debris including cans, metal, plastic and paper. 7. Erosion and Sediment Control. Contractor must maintain all elements of the approved Erosion & Sediment Control Plan (silt fence, catch basin filters, etc.) until sod or other stabilization has been placed and approved by Public Works. 8. Other activities, where special conditions are identified by the Building Official. Failure to comply with the Construction Site Management Ordinance may result in a Stop Work Order being issued in accordance with City Code Sec. 6-17 (3) Revised 6/2009 /.; .-- ~ l fli. f ~/~ ~ ~ ~'~. CITY OF ATLANTIC BEACH ~;:~ ,`~,j `, ~z ~ ®WNER /BUILDER AFFIDAVIT I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 `CONSTRUCTION CONTRACTING" REQUIRES OWNER /BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQURES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE AONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. il. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED __t.1NDER__ ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN °OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE° TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT (247-5826) IF IN DOUBT. V. ACKNOWLEDGEMENT; THEREBY ACKNOWLEDGE THAT 1 HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. ~~ ~2 .. V qty PHONE NUMBER ~ ~a ~~' DATE Be me this / ~ day of , ao 6 ~, n the county of Duval, State of Florida, has person appeared herin by himself /herself and affirms that all statements and declarations are true and accurate. Notary Public at Large, of _ ~L ,County of ~~ ^ Personally Known ^ Produced Identification loN IeuogeN ~g papuog ££5 l9 Od # uolsslwwo0 OIOl Vl qaj sa~ldx3 uolsslwwo0 µ Notary Signature: plJaa )0 e1BI$ - olignd NeIoN WVHV2I~J '1 A3l>IIHS F_BLDG/O~+mer-Builder Affadavit; REVISED: 4/16/2009 PSR-3844 ',~ 107.25 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH __~.~_ PERM~~r INFORMATIOPi --____ _____..__ LQCATION I>:~FORMATIQN ____.._-- P~rmit dumber: 113725 Address: 1.625 HEACH AVEN~t-E P~xmit Type: BUILDING ATLANTIC SEACH, F'LQRIDA 32233 ~'2~ss oaf Wvr~: ALTERATIt71,VV _____- _-,. LEGAL D)~SCRIPTTgN ----_____ Camstr . Type : t*1©OD FRAME Lot : 5 Hl ock .~ S~sct f an Frvpvs~d Use: APARTMENTS Township: RNd: p Dw~Iling~: 3 Cody: 0 Subdivision: Nf3RTH ATLANTIC BEACH Es'tim~ted Value: SSt30Q.Q0 Improv . Cost : 50 .134 Total Fees; $52.50 Ambtl~f; Pain : ~~~ . 5t3 -.. -- - -~ >~ ~~tATI©N --_ _ _ _ ____ AFPLICI~TION F1~E8 ----- ~~'~~=` R~k~ERT ~ . f9!)~`NRY _ PERMIT 552.50 Address: .~~25 R~AO# RVENUE WA'~t= IMPIIC~ FEE ~ ,~ ~. ~ S0 , 00 7~,'P>aA~iTIC AGH ~ gLORIDA, `:' 322 3 ~ SEk#~~ '~3!t~'~t'.£': FED 14-..t~0 ~n~~ (9~3?731.~04L6 ~ _ ~ WAFER 1~4EfiLRjTAP ~~ ~0.Z7© RA~DN tIAE-H.R.S. 50.a0 ------_ TRACTOR --1NF0RMA'~I0N -- ---- - RADON CAB 5~S St3 .130 Name r PRr~PERTY C+WNER ~~ - -, C~PLTAL~, .IMPR~UE~ , ,.,:, .,s"Q . QA. AddY~~~ _ SEWER TAP 50.030 CRO35 C0NNECTI4N $g.40 Li.ce~ise r' ~ Type : 1 SEC H iMPAC'T FEE SD . (?0 .. :._ - ,, a~CHJ~iR(3~/ATL . HGfI . ' °._ -$~;t~C~,,: , NOTES: NOTICE--ALL CONCRETE' FOAMS AND FOOTINGS MUST B~ INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDIhtG MATEFiiAL, RUBBISH AND pEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND MAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO CQMPLY WITH THE MECHANIC'S LIEN LAW C:AN RESULT IN THE PRQPERTY OWNER PAYLNGTWICE FQRTHE BUILDING IM~R4VEMENTS" ISSUED ACCORDING TQ APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR' VIOLATION OF APPLICABLE PROVtStONS OF LAW. 1!!~ Ol ~s ~ ATLANTtC BEACM BUtLDING D PARTMENT 1g81 00~~800 By:~' '~ ~ _ ~` ,:. _ . - CITY OF r~!~act~c ~'eac! - 7G~Q S00 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904) 24'ti5805 Chapter 489, Florida 9tridrfes, Part I 'CONSTRUCTION CONTRAf,:'17NC3'raquires Owtur/Builder to acknowledge the law: DISCLOSURE 3TA1F,l~dP'tiT' for Section 489. ] 03(7), Florida Statutes: State law requires construction to be done by licensed contractors. You have applied for a permit under the exemption to that law. The exemPtiocr allows you u the owner of your property, to act as your own contractor even though you do not have a license. You t~iB elf. You may build or improve aone-family or two-faily residence ar a farm outbuilding. You may also build oc irr~rove a corrxnercisl building at a cost of 823,000 or less. The build+*+g m>-~•- be far vo rs o~vn y~ and occupance. It may not be built for sale or lease. If you sell or lease more than one building you have built yourself within 1 year after the construction is cornQlete, the law will presume that you built it for sale ar lease, which it a violatioin of this caemption. you ilp~ n~ h±*e sn :,licerLedFersa~n as ~ ~ so~~etn*. Yoga construction rnwt be done according to building codes and zoning regulations. 8 is your responsibility to make sure that people ecmloys,~,byvo~ tLsve licen~!s re ~~+Ydy_rr~e aw and by s,~IOtit or rHUrricipal liosnsir~g ordinances. Or:diranaes also allow an CM+~aer to irxprove thei r own property when it is for personal or family use, and likewise require all work (axospt rarairrtenarros under t2,OD0J be under a huildirigpenreit acrd pass a!t normol inspediorrs. ?he ordtnanoe states owners Wray phystoally do work themselves; or provided such workers be under "~rec# sunenrision oJthe owner, who must i3e ~ d:e^ob site at a!1 times while work' is in progress by unlicensed trades people." ?his does not allow use ojunliaensed eontradors. Sirrae ~++*ors may Ix !(able for tty~,ries to workers they hire, the Building Department suggest Worker's Compensation insurance be purchased unless owners insurance oli cle the . Owners hiring workers become employee and should also observe IR.4 withho ding tax and/or Form 1099 requirements an the workers they employ on their improvement work. t7nl~rezlsed ca~++~~ ~aernt be erminyed>_~~ arnr rir~m~~i, Ow[id-s being subject to SS,000 penalty under Florida Statute No. 455.228(lj. An ~sd~~~ ~o~e• i^ not ade~. The owner should physically see the county'Cectificate of Competency' or the Florida'Contractors Certificte' to ascertain if a person is a licensed contractor. Telephone the Building Department (247-582 if in doubt. itnesa, Bui ding Dept. Employee NOTE: Phrases underlined above ate emphasized by the Building I hereby acknowledge'have read d d alI the above on this day of ,199 j" ~~--- Owner/Buil f ~p,~r~ ~ ~i~ ~~~ ~~~1~c1~ ~~1~- Address ~ ~~ ^ l / ~.~. 3.~~~;3 E ~~1~~~~ Phone ~ Department. ---- -------- CITY OF ATLANTIC BEACH ""DEPARTMENT OF BUILdING`~, .. 800 SEMINOLE ROAD -ATLANTIC BEACH, FL 32233 -TEL: 247-5826 -FAX: 247-5877 I PERMIT tNFORM'AT10N _. _. LOCATION'1NFORMATION Permit Number: 18267 __ ` Address: 1625 BEACH AVENUE 1 Permit Type: UTILITIES I ATLANTIC BEACH, FLORIDA 32233 I ~ Class of Work: NEW Township: 0 Range: 0 Book: ~ ~~ Proposed Use: ~ Lot(s): 5 Block: Section: 0 Square Feet: Subdivision: NORTH ATLANTIC BEACH ~ Est. Value: Parcel Number: Improv. Cost: I OWNER INFORMATION ,I Date Issued: 5/25/1999 , ~ Name: -ROBERT H. HENRY ~ Tota! Fees: 6,899.00 ~~ Address: 1625 BEACH AVE. I, Amount Paid: 6,899.00 ! ATLANTIC BEACH, FLORIDA 32233 Date Paid: 5/25/1999 ~ Phone: (904)731-0146 Work Desc: INSTALL 3/4" WATER AND SEWER SERVICE '' CfOIVTRACTOR(S~__ - APPLiCATiON Fi=ES ;PUBLIC WORKS DEPARTMENT WATER.IMPACT FEE 2,704.00 EWER IMPACT FEE 3,750.00 S ~! WATER METER/TAP 85.00 325 00 CAPITAL {MPROVE. . ~'~, CROSS CONNECTION 35.00 (Payment on 5/25/99 for Water Meter in thl'!e amount of $85.00 -Balance payable in monthly installments of $56.78 unti] paid in full:.) NOTICE -INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED 1N PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEIy LAW.CAN RESULT IN THE PRQPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION j FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. -_ ~; ~~~ I ' sa5.88 ea _~__~QB'"~_'~' ~~~~__ Date: 5125/33 81 Receipt: 8853707 ATLANTI B A BUIL6ING DEPT. CHECKS 325 dGAAG141A242?3RA ~, r CITY OF • ~~i°ct~ctic f~eac~ - jl~vrida May 21, 1999 Robert Henry 1625 Beach Avenue Atlantic Beach, F! 32233 4e: 1025 SeaEh Avenue Atlantic Beach, Florida.. Dear Mr. Henry: 300 SF~tINOLL ROAD V[LANTIC E3EACH. FLORIDA i~?5~-5a45 'CELEPHONE 190-1)'47-5800 PA\ 190-}1 ?-17-5$05 SL!VCOM 85?-5800 This letter shall serve as an agreement between you and the City of Atlantic Beach for an extended payment plan for the water and sewer impact fees for the above property.- - as well as capital improvement and cross connection on the water service at the above- referenced property. The following are the charges in this matter: 314" Water Meter $ =._85.00 Water Impact Fee ~;'70d.00 Sewer Impact Fee (3 units) 3,750.00 Capita! Improvement 325.00 Cross Connection 35.00 Total Fees $0,899,00 We have determined that payment for the water meter in the amount of $85.00 shall be paid at the signing of this agreement. The balance of the above fees in the amount of $0,814.00 may be extended for a period of approximately ten (10) years for an amount due monthly $50.78 payable on the fifteenth (15th) day of each month. Said payments shall begin on June 15, 1999, and continue on the 15th day of each month until paid in full. Alien for the full amount shall be executed and recorded against the above referenced property. The lien shall be in the form of a note and mortgage on subject property. The owner hereby agrees to pay alt recording -fees and costs involved with the execution of the note and mortgage. Upon payment being made in full, the lien shall be released of record. _ Please indicate your acceptance of the provisions of this agreement by signing in the place indicated. Your signature also signifies your agreement to indemnify and hold Robert Henry Page Two lay 21, 1999 harmless th? City of Atlantic Beach from any and a!! damages resulting from yo! ~r fail~!re to timely make the above payments, including reasonable attorneys fees and court costs. The City of Atlantic Beach looks forward to cooperating with you under this agreement. CITY OF ATI._ANTlC BEACH RV• v ~ . vAV!^u T HOViPSON, Ci I Y Ib'iA1V/~l^7ERvate APP~ivANT: BY: ROBBRT HENRY mate CITY OF ATLANTIC BEACH Fixture Unit WorksheeC for Dater Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE HEASUREx!ENT OF WATER DE.uaND FOR EACd WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEi. THE WATER SUPPLY CHARGE IS HEREB't FIXED AT i~iEVTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE Clii HATER SYSTE.`i. c7 BATHSiOQ~! GROUP CONSISTING OF ~ SERVICE SINK TRAP STAND uATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOSiER STALL (b ) HATER CLOSET WATESt CLOSET, TAPI]C OPE41-TED (4) VALVE OPERATED (8) DATHTUB/SHQk'ER (2) ~ URINAL WALL LI? (~) SHOVE.Q CROUP PER HE+~D (3) FLOOR DRAIV (1) SHOSiEA STALL DOHESTIC (?) LAUNDRY TRAY (Z) LAVATORY (1) CON.BZ:~ATION SIVX AND TR4`.' (S ) ~WASHINC '*.ICHZNE (3) ~ POT, SCULLERY SIi7K (~) ~DZSHWASFiER (2) ' ,+ ~ Y, ~ ASiI SINK EACF: SET OF ~i' FaucETs (Z) ~KITC~iE:~ SI:iK (2) ,1 c DE.'dTAL LAVATORY (I) LITC3Ebi SINK WITH SiASTE DE.`7TAL UNIT CR CUSPIDOR (? ) GZINDE3 (3) DID£T (~) URINAL STALL, WASHOUT (~) FLII5HI1iC tL'~i SINK (8) COP~~INATIOlJ SIN;{ AND TRAY WIT'r. FOOD DISPOS. (4) 03tINAL, PEDESTAL. SYPHON JET DRZNKZNG FOUNTAZ,l (i/Z) BLOWOUS (2) • BARBER/BEAUTY ~(~ ICE RAKER (I/Z) '~. SHOP ) SURG20NS SINK (3) LAVATORY, SURGEONS (Z) _,L,_JACUZZZ (2) '~ /~ URZNAL STALL, WASHOUT (4) TnTAL FIXTURE UNITS~~.L-~G.___.~ 320,00 EAC;i ; JOB IIQFORHATION „'~' \ • ) . _. ?aM - i ^ I / 1 .~ BTU LDING AND ZONING INSPECTION DIVISION - , /~ CITY OF JACKSONVILLE, FLORIDA I ~ I ~/ 1 t~ I 0343 BUILDING PERMIT No. z° o ~ ~ ~~ . ermit d on reverse of ~s vid i i S ~ G ~ p re s pro e ts are requ eparate perm ,~_ ,~+~-ue r - ~ ~ I _ (STREET ADD E55) BETWEEN !~ ~C~' ~ ~+h Sf:Y'eet~ '`eS ~j O w . AND STREETS 00 j I DATE `- - a r `- ~ 20NING ,~' ~ ~ Q CONSTRUCTION a ~ i COST _ ~'' '' _ PERMIT FEE __ _ __ 7H15 CERTIFIES LL ~ d - U I w ~ ~ ~ ; (CONTRACTOR) (QUALIFYING AGENT) tL I U . , r u.. j ' ti 5 FOR .. O , I W jON PROPERTY (OWNER) ~ ~ ° DESCRIBED AS: ~ ~ ! F- a (LOT) (BLOCK) ~ '. r ?...; C~iL.1C n~,nEl('~ ii ~ i I W ~ (SUBDIVISION) I d ~, ~ ~ _ jCONSTRUCT. ~ ~~,CT~i ~~;QGf' .phc.",,C cFr, _ ~ I J i _--- Q ~ Y ~I . -- o ~ ; U', , I w CO ' -- I i N Il REMARKS: j ~ ' - i --- INSPECTOR ~U~ ~ 11igtOtl {C.',~R~~~PC~ AREA ~_ THE WORK DESCRtBF. D HEREIN t5 TO BE ACCOMPLISHED IN ACCORDANCE WITH T HE PRO- `JISIF)NS OF THE BUILDING CODE AND REGULATIONS OF THE CITY OE JACKSO r1VILLE, SVBJECI TO THE INFORMATION SHOWN ON THE APPLICATION, APPROVE D DRAWINGS, AND SPf CJF ICAT IONS WHICH ARE MADE APART OF THIS PERMIT. IF NCJ WORK IS DONE UNDER APPROVED: ~ Varga TFi15 PERMIT DURING ANV SIX MONTHS PERIOD. PERMIT BUILDING INSPECTION SECTION BtCOMES VOID. ROOM 700 CIT V HALL 633-2953 ~ , • • I ~ ~~ .. ~, 1 . ,. ~ ~ - ,~ 3 J k/ hd t:~ W ~,1. t :1 " f-3 :~ ~;P ~~ f~ 7~ ~ I bd "~. ;1 ° ?, 4~d ~ :) :? `~;~°; F} (7 _l 7.1~' d, ~~",=?~~ lilted (,~7 r r 6; ~ ~~ Cd ~ ~~ ,~ ~ ~~ .~_ :.~ ~ i ~? 4:~ ~'~ :.~ ~i ~., ~'~ r) _1 :3 i) ~ t~ ~t k,i ~d 1 ~ I. ~ ? ~ ~ H'i .1, :'3 {~~ .~. ~ ~ ~'~ ~ ~> ..~.. ~ b ~ ~ .~... ~~ f~ _~.. rd ~ ~, .f.: ~ ~~ ~i ~~. af(f. _1~r~ ;{; t,+ t~? ~ ~;~n tr~.a a,~~=7hd ~:,,;_f, ha 7: ~~; ~ i;d ~a(<~ _~~rd.(. .~t? f'~C)~c ~;~ a~~~:;hdx hd~ ~::?f~l+}?;~(i~ ~~;~,~ ~ _i~~ 'hd21~?.lhJO:"? 3Wt~S' ~3~i1 C~S~u;~~c~Y") _ir~rlt],Ct~J:(lhdi: L t:! rf 1_ r.7 hd kr' ` "~) PI .I t7 7 T it %~; 3 E°I.1. ~~.,I C) 1. hd ti ]'d "9 l ?~ ~_a 4'd •`1 C? ~ ~J ,a, rl (,1 ~1 1. ~! tP .1_ N Cl .:) f`d 3 .~ t~ A. 1 ;, (10 I l1 ~? ~ cl -' ~ ~'~,~ N S ° O ~l a~ ~ ~ 4~ Ed ,a, ~ 1 :I t? '~s 2~ is ~1:? ~ -t ;<t 1 hd 2 `<; ~ 2, ci A'c 4~ J_ ~,:" hd 1. ~! N .T,: ?~ .? I~.~ 7 ~' ~) T `~ I :i _) ,..i .~ 0 .3 ') i7 ~.d ;~; :, Ct , ~, ~~ :~a ' ~; ~; Cl >>~, :1 (; l " ~3 ~I ~~ (; _l ~?r ~ _d f 7 :~~ J 3 :? T ~1 ~ O ~ 4°..t.. ~ l 'C I~d r~1 ' :~; 1 ~ C~ ~ ,;~ 1 U ;, " 3 ~-; :1 ~f. Cl (7 1 C? =' .l N ~ ~i ~ 2' ~,i (~' ;] T ~ ~ M ~ 1 hd X14+d 1 ~';;l cl ht { °I c9 J .L "f fi !~d .1 f) CJ . T 1 « I:d (7 ::i ~; °C ':? hd I Q "I T fl ~ :5 F! 1 ! i `? It "~ `; i "~~ [ 1 Pd h1 1 L. ~;:' hd °I' 1 r"~ t,' ~ ~ J til ~ t~~3 `:~ ? ~? T. L 4? ,L f~ I kF I ~:1 bd G J kP t) t. (1 ~ C7 N C) t;J .~ ~ `~ ?, 1 l hd ~ :7 ~)'~ `y ; ! ~~? `? d" :1 a 0 ~"; '? I" 1 t) <t T`i1 tiff ~t1 ~ l_ty~`) ~a~JI1C?cl ~dC.? ~~7`fIJ fti Cl : ~ I b~d C7 (i .1 3 ll ~l r"~~ t:' Cl ~~ ~'d C? ;al _) `:; () _l :l ~~ c3 `.:;'t'd 1 it 1~ 1 fd "1 L (1 ~3 ,4.1 T .$ t~~~~ ~ 6 fs fi tv'a/ G~d n to hd ~~ <~ a rf _, 6~d ~~S 7Gf .~ E _ ,i ~~~~ DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH _- - PERMIT INFCIRMA7'TGNI _~____ __.. _-- LC)CATICiM IHFURMATICIN --_____ Permit Numbers 6033 Address 2625 BEACH AVE. Frrxcit Type: RE~-RQOF ATLAAlTIC BEACH, FLCIfcIDA 3223 G1a:~s~ of Work:. REPAIR _____..__-- LEGAL DESC:RIPTIOH _____-__ Cgtli~tr. Type : WOt]D FRAME Lot : B~.tack : Section Prtapcased Uee: APARTMEId'TS Tcatirnslrsip: RNG: O Dsrellingss d Cade: O Stzbdi~i83an: Estimated V~.lue: ~O.OC3 Improu. Costs a0. 4a Tot a:l Fames ; B22. 50 Amvunt~. Pact::_ '~22. 50 D>a~te PrtiicE t 101231 J2 Wank Dena.t reshin~;~~ rao~ __-----.~,:.- QwMER IHFCIRMATIC]H -~---_:»~ _.. ____ APPLICATIC)N FEES ~____ l~l~r~e~ RO>~RT H, .~I~I~RX PERMIT ~2'?. SCI Addrefls s Yl525 BEACH AVE. WATER IM1?'AGT Fly:.:, z~U. C)O t=,:-, ~TLi~N'F,IC~~;R~ACH, FLQRIiJ~, ~2 33 _ s~~3~#rR' II9P~tOT FEE ~U. CICI Pit>~r~e : (9C7ul~ > 73X -C>`~ 4F, ~ kfA'~'l~R ~ ~~`C~R ~+Q.` t~Q RAUOAI GAS-I•I. R. 5. ~U. QO ___ ___ GONTRAC7'tt`. YNFClRMA'i'SC)H __--- - RApCIN GA5 - 31 ~Q.Ut] N~~ne s WATER TAP ~q. OU Addr.es~r: ,~ SEWER TAF ~U. CIC7 HYDRAULIC aHARE `~Q. C)O Licetss+a:: , Types t) RE-IAtSPECT FEE ~O. 00 SECS N IMPACT FEE;. ~i0. CI© _ .:.. . ~ NOTES: ,~ , ~ ~~ `1_. NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE ~ISPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH ANO DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE :PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICA$LE PROVISIONS OF LAW. ATLANTIC ACH BUILDING DIP,~RTMENT ---_,.. ~.. CITY OF ATI~AN'1'IC Flf,ACli YL•'RMIT APE'LICA'I'ION ROOFING Owner s l/ ~ ~/ / ~~R/~ t ) ._- _ ~ ~~ .~~_ r Address: -~~ktJ Phones: t.c~t #.____,__._ E3iocls or iyc~it #i,~_______r, Subdivision Contractor: Address: ~~ state License No. Desczibe work to b© done: Phone: c teriaAs to tie used: Signature OWNEI2:_ _____ Date: ~~ ~~~ Signatures CONTRACTOR: _~ __~.~_ ____ :'; . CITY OF ATLANTIC REACH SPECIAL INVESTIGATION TO BE FILLED OUT HY COMpLAINTANT DATE ADDRESS- ~ ~ ~ ~ ~ ~ ~ ~ h' /`~ t/E , LOCATION _ C F 5 7~ ©~ /' ~ a ~ d ,~J ~ffCfi~`-0~-~ T` l-,©~ ' 4 _ f ^r-.~-~...~....r ...~ COMPLAINT /~ c... ~ ~ "- ~ F_ C ~.. l NHS CJ ti Co o S s ~ ,;~ ~- ,~- OWNER dF PROPERTY ~~~r-- SIGNATURE OF CONPLAINTANT (t'/`f~~F ~ _,~- /y p}~y~ r.....r~.r ....._..,. rr rrrrrr.~..•...rrrrrrr~.rrrrrrr~w+ww.rrww~wrwwrw~w~..~w~.rM~rwrwwrr~.rrrr~~..wrwwwrrrrrrr r~. r FOR Op7ICl~ USt ~1LY /~ DATE OF INVESTIGATION ~ " ~ Q~~ INVESTIGATOR "~-.-~` CONDITIONS FOUND / /~ C c~c~-..- d/%~ ~ 1 lQ ~ J r. COMPLIANCE . _~ 30 ~~, ~- ._._.___ NOTES: CITY OF AZ7~ANTIC BEACEi 90DE VIOLATION FORM Date Address and/or Location of Violation OOI~4PLAINT a ~3 Owner and/or Tenant of Property ~"/~~- ~ , ~~~~~2-~~-'~~. ~ti- G~-L~-C' ~f'LU---~_-.~ SIGNATURE OF COI~LAINAN'~~2 ~ ~~~,~?Z.ZC/cam _Phone~~ c~ `f`~ `"~ ~'~~~ ADDRESS ~~~ ~~ ~ Date of Investigation Investigator ~'<L411 . Conditions Fotmd , Action Taken.`...: Lice r ~ ~_ -i7dC{ ~~ ~ l ~ ~' 4 ~~f~r'`'° C~ C `~ c~ ~ r-~ S ~ ~ ~ ,- ~ - ~ -~'~ ~. x 'ZS \ f ~ ~ ~ ,.,,~1 ~ ' y "`~, _~ ~ ~°~~> ~~ ~ v>,~Y ~~ ->,u-~ µ~ ~, rte' ~ '~ r~ ~~ ~~ ~„i ~~a U„~x-J 5~:~ - '~ /~~~'~ J~ I / i +I' f .. ~, ~. 1 1 ~ i I 1 ~ i i ,~ ~ ' ~~~-~ ~- ra ,~ ~~.' ~ , ~ ,.:."~ 1 1~. ~ ~a~~. i __ ___ __ ~. f I s' ~ _ ~ ~ - ..1 i __.. __ ~ ~ (j11 ~~ t . - -, +,, a~ J'~d~ '~~S~~~ rJ-~~ t „'~ , L -7- i ~t W i.~ -~ .~",. ~ _ ,. ~ ... iJAi,E : V r ~/ PRE-:SERVILE UIVI~II:N JAi~!tiSONVILLc :L:TRIi:: AUTHUkITY .. ,.,,~ ~r~r,j 1 JUV~L .. i ct ~~ 1 SACK:ONVILLE, ri..'"~lilDrl =i G: THG F OLLO.'WING :"IPdr~L Ii~ISi'Ei:TIQi"d ...:, , ~iA`JL isE::;d i1rl~tj :~idi: i~.:... SATISFAi:.TOFc'! ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY ~~ ~~~~ UIL NG INSPECTION DIVISION cc:FILE PSR-3844 129~Q DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION ------ ------- LOCATION INFORMATION -~------° Permit Number: 129dd Address: 1625 BEACH AVENUE Permit Type:PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work:REMODEL _------_- LE4AL DESCRIPTION ----~----_ CGnstr. Type:WOOD FRAME Block: Lot: 5 Twp: 0 Proposed rJse: section: 0 Subd:O Rng: b Swellings: 3 Subdivision:NORTH ATLANTIC BEACH Est. Value: 0.00 Imprav. Cost: 0.00 ' Total Fe~~,: 35.dd Amount °"~~.~~°;~ 35.00 >, ~~ 4 j - ~• ,~ , { ,! ~ ;,,.t TION _--~ x+r~ ~, ,,,____ APPLICATION FEES -_..____ __ Yvam~>~`- :4,x ~ ~ ~ ~~RMIT 36.Od Addr . 1, '~~A :VENUE ,n ~,~`~#~ B ~'~, FLORIDA ~~°~~ : ~ - ~, t ~:~ ~ . Phani l ~~~~;-0 ~ _ ., _ _ _ _ r~ ~ A~~R" FQRMAT I ~~t _ _ _ _ _ _ _ R Name; B Ik~~~© P INS {, 'f,. .. .- _, ,, ~L .. .. ~. ; JACK54N~~3~E , FL 3 ~ 2 ~ 4 , T o _ .. ~ 1 +~1 ~ ~ ~:~,.~ ~. . U ._y, t~ _ .. ,~.. ~ ~~,. s~,~~~_. _~ ._ ........ ~,~, ~ ~ _ ... _. ~~ .. -- r ~ .,. ~ .vz e_ ,~~ ,z~ ~.. ;:; NOTES: NOTICE -.ALL:CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND QEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "~hk~-LURE TC? CtaMPIY iW~TH THE MECHANIC'S LIEN'~,.A111t CAN RESULT #~1~ THE PROPERTY OWNER Pla-YINGTWtCE FORTHE BUILDIW~ IMPROVEMENT~-" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLAL,QI= API?I,IGABLE PROVISIONS OF LAW. s3b.88 14 ENT ATLA .. T ~. - _ , :, ~'~ ,f ;~ y!' l fl I~ CITY OF ACH PERMIT CALCULATION ATLANTIC BE SHEET Address /~ Z r ^ 1~~/fCrf ~dE '"'~O~t/~/'<`9` 7`RI~ LE~ ?-0 ~~~'! Date ~~~-c~-- Heated Square Footage Garage Shed Carporct"~"PorcTi~~ Deck ~y,, 3rz' @ $~per sq ft = $ ~~ y~~- ~@ $ ~ ~ per sq ft = $ ~--- @$ ~' p e r s q f t =$ Patio `~. @ $ ~-Per sq ft = $ TOTAL VALUATION: $ ~ 3 Total V luation 1st $ /bl.~~~0 t7 Remaining Value $ per thousand o~ portion thereof TOTAL BUILDING FEE S + 1/2 Filing Fee $ (/) Fireplaces @ 515.00 $ BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP (S"d'(O) RADON (HRS) .0050 SECTION H PAVING ( ) HYDRAULIC SHARES CROSS CONNECTION -3/?-} SURCHARGE . 00 50 OTHER GRAND TOTAL DUE $ ~~`~ $ ~ $ d $ ~ $ C~ $~_ , i S ~' $ C9 S 3 ' $ ~ $_ $~, ~ tt ADDITIONAL PERMITS OR FEES: Mechanical, _Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH r;!? •;~ ~ , ,~;±l~~ic ~~~utlT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS, .. ~ „~r, MOVING, DEMOL1TlONS ~, Owner(s) 1.1~6,YK~6'S ~ ~ 1`~IoN -c14. Job A,d~dr_ess ~ ~~ ~ ~~~~ ~ A'~Q/~ Phone Lot #~ o Block or Unit # ~, Subdivision ~dRTb~` /~'T Ld-.-.+T~G ~C'~~=W Contractor //4Lt~1,1 StateLicense# ~ ~ _ Address ~, ct ~+~ ~71~~~ ~ Phone ~~ ~' ~ $ ~ j City ~Tl.~al~-o~['~ C.. W State ~ ~-. Zip ~ 2'. 3 3 Describe work to be done ~~'~ ~~'~_ ~5~~~`C I~Ze" ~~~ ~~~ Present use of buildi La' Valuation of Proposed Construction (Jr ~ X40 .-. ,_. Proposed use ~ t Nl*r~l~ (`' A- Is this an addition? ~' /t~loCi~lf yes, what are the dimensions of the added space: ft. x ft. Will the added area be heated and cooled? ~~`~ New electrical (or increase) ~~ New plumbing fixtures? ~/rr ~ New fireplace? ~~ `J New Heat/AC? `{$~ SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFIDAVIT, OWNER IS,QgNTRACT,OR. Signature of Signature of CONTRACTOR v -~'''~ STATE OF FLORI COUNTY OF ~`v~'-' ~. Sworn to (or affirmed) and subscribed before me this ~ day o' AS TO OWNER: +~ a I~oRN ;,;-,;~s:, ,~, q DD 030526 "'vr;:., ~:rvPUbiCUndBlwAtels Notary's Signat Date:c'n ~ Date ~ 2 ~ ~ ^ Produced Identification Type of identification produced Swom to (or affirmed) and subscribed before me this. day of , 200 AS TO CONTRACTOR: rr~"" •,, ' ~ ' CtiEORtiIA 0. HORN ; ~ ~ MY COMMISSION 0 DD 030526 ° ~' EXPIRES: June 3, 2005 Balled Thiu Netery Pubic lMdervMleh . ~~~~ Notary's Signature ^ Personally known ^ Produced Identification Type of .identification produced /~L ,~,, FORM 6t~0A-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Jim & Monica Stranahan(2312) Builder: Address: Permitting Office: City, State: Permit Number: Owner: Jim 8~ Monica Stranahan Jurisdiction Number: Climate Zone: North 1. New construction or existing 2. Single family or multi-family 3. Number of units, ifmulti-family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ftz) 7. Glass area & type a. Clear -single pane b. Clear -double pane c. Tintlother SC/SHGC -single pane d. TinUother SC/SHGC -double pane 8. Floor types a. Raised Wood, Adjacent b. N/A c. N/A 9. Wall types a. Frame, Wood, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11 . Ducts a. Sup: Con. Ret: Con. AH: Garage b. Sup: Unc. Ret: Unc. AH: Interior New Single family 1 3 No 2312 ft' 0.0 ftz 568.1 ftz 0.0 ftz 0.0 ftz 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump R=11.0, 1282.Oftz c. N/A 14. Hot water systems _ a. Electric Resistance R=19.0, 1938.7 ftz _ b. N/A _ c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits _ (CF-Ceiling fan, CV-Cross ventilation, HF-Whole house fan, _ PT-Programmable Thermostat, Sup. R=6.0, 100.0 ft _ RB-Attic radiant barrier, Sup. R=6.0, 100.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) R=30.0, 1029.9 ftz Cap: 30.0 kBtu/hr _ SEER: 11.00 _ Cap: 30.0 kBtulhr _ SEER: 11.00 Cap: 30.0 kBtu/hr _ HSPF:7.00 _ Cap: 30.0 kBtu/hr _ HSPF: 7.00 Cap: 50.0 gallons EF: 0.93 MZ-C, CF, MZ-H Glass/Floor Area: 0.25 Total as-built points: 26682.00 PASS Total base points: 27747.00 --_ I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this yo~~r<~ sr9T~o Energy Code. calculation indicates compliance ~~'~,,;'°- , _ - ~~.~ ~ PREPARED BY: AIR-MAX INC with the Florida Energy Code. ~' "~~~ - °~~~~~ Before construction is completed DATE: ~~ / ~ ~/ this building will be inspected for ., i t I hereby certify that this building, as designed, is in compliance with Section 553.908 f~. 5~ compliance with the FI Energy d Florida Statutes. GOD ~~ .~_--_ -- OWNER/AGEN ~ BUILDING OFFICIAL: •- ` DATE: ~ ~ DATE: f' ~ ~~_ C7 "~. _ _ _ __ _ _ __ __ _ I EnergyGauge® (Version: FLRCNA-200) FORM 6~OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: , , , PERMIT #: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2312.0 33.05 13756.0 Double, Clear E 1.5 9.0 128.0 40.22 0.97 4984.0 Double, Clear E 8.0 7.0 54.0 40.22 0.48 1048.8 Double, Clear S 1.5 7.0 37.8 34.50 0.90 1172.5 Double, Clear W 5.7 6.0 17.0 36.99 0.54 341.0 Double, Clear W 1.5 3.5 6.3 36.99 0.78 181.2 Double, Clear N 1.5 6.0 5.0 19.22 0.94 90.2 Double, Clear E 1.5 7.0 54.0 40.22 0.94 2044.8 Double, Clear N 1.5 7.0 18.0 19.22 0.96 331.0 Double, Clear E 1.5 7.0 72.0 40.22 0.94 2726.4 Double, Clear S 1.5 7.0 36.0 34.50 0.90 1116.7 Double, Clear N 1.5 6.0 20.0 19.22 0.94 360.8 Double, Clear N 1.5 7.0 36.0 19.22 0.96 662.1 Double, Clear W 1.5 7.0 48.0 36.99 0.94 1672.4 Double, Clear W 8.4 7.7 21.0 36.99 0.51 395.2 Double, Clear S 1.5 6.0 15.0 34.50 0.86 443.1 As-Built Total: 568.1 17570.0 WALL TYPES Area XBSPM =Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame, Wood, Exterior 19.0 1938.7 0.90 1744.8 Exterior 1938.7 1.70 3295.8 Base Total: 1938.7 3295.8 As-Built Total: 1938.7 1744.8 DOOR TYPES Area XBSPM =Points Type Area X SPM = Points Adjacent 0.0 0.00. 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area XBSPM =Points Type R-Value Area X SPM = Points Under Attic 1029.9 0.60 617.9 Under Attic 30.0 1029.9 0.60 617.9 Base Total: 1029.9 617.9 As-Built Total: 1029.9 617.9 FLOOR TYPES Area XBSPM =Points Type R-Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood, Adjacent 11.0 1282.0 0.70 897.4 Raised 1282.0 -3.99 -5115.2 Base Total: -5115.2 As-Built Total: 897.4 EnergyGauge® DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FARM 6UOA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: , , , PERMIT #: BASE AS-BUILT INFILTRATION Area X BSPM =Points Area X SPM = Points 2312.0 10.21 23605.5 2312.0 10.21 23605.5 Summer Base Points: 36164.1 Summer As-Built Points: 44435.7 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier = Cooling Points 36160.1 0.3573 12920.0 44435.7 44435.7 44435.7 0.500 0.500 1.00 0.987 0.987 0.987 0.310 0.310 0.310 0.902 0.902 0.902 6139.7 6139.7 12279.4 EnergyGaugeT'" DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 6~OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: , , , PERMIT #: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 2312.0 9.76 4063.7 Double, Clear E 1.5 9.0 128.0 9.09 1.02 1182.5 Double, Clear E 8.0 7.0 54.0 9.09 1.32 649.9 Double, Clear S 1.5 7.0 37.8 4.03 1.07 162.8 Double, Clear W 5.7 6.0 17.0 10.77 1.16 212.5 Double, Clear W 1.5 3.5 6.3 10.77 1.07 72.3 Double, Clear N 1.5 6.0 5.0 14.30 1.00 71.7 Double, Clear E 1.5 7.0 54.0 9.09 1.03 503.4 Double, Clear N 1.5 7.0 18.0 14.30 1.00 257.8 Double, Clear E 1.5 7.0 72.0 9.09 1.03 671.2 Double, Clear S 1.5 7.0 36.0 4.03 1.07 155.1 Double, Clear N 1.5 6.0 20.0 14.30 1.00 286.8 Double, Clear N 1.5 7.0 36.0 14.30 1.00 515.6 Double, Clear W 1.5 7.0 48.0 10.77 1.02 524.8 Double, Clear W 8.4 7.7 21.0 10.77 1.18 266.0 Double, Clear S 1.5 6.0 15.0 4.03 1.12 67.6 As-Built Total: 568.1 5600.1 WALL TYPES Area X BWPM =Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame, Wood, Exterior 19.0 1938.7 2.20 4265.1 Exterior 1938.7 3.70 7173.2 Base Total: 1938.7 7173.2 As-Built Total: 1938.7 4265.1 DOOR TYPES Area X BWPM =Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BWPM =Points Type R-Value Area X WPM = Points Under Attic 1029.9 1.20 1235.9 Under Attic 30.0 1029.9 1.20 1235.9 Base Total: 1029.9 1235.9 As-Built Total: 1029.9 1235.9 FLOOR TYPES Area X BWPM =Points Type R-Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood, Adjacent 11.0 1282.0 3.60 4615.2 Raised 1282.0 0.96 1230.7 Base Total: 1230.7 As-Built Total: 4615.2 EnergyGauge® DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 6-OOA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: , , , PERMIT #: BASE AS-BUILT INFILTRATION Area X BWPM =Points Area X WPM = Points 2312.0 -0.59 -1364.1 2312.0 -0.59 -1364.1 Winter Base Points: 12339.4 Winter As-Built Points: 14352.3 Total Winter X Points System = Multiplier Heating Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier = Heating Points 12339.4 0.5340 6589.3 14352.3 14352,3 14352.3 0.500 0.500 1.00 0.995 0.995 0.995 0.487 0.487 0.487 0.950 0.950 0.950 3303.6 3303.6 6607.2 EnergyGaugeTM' DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 6~OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A -Details ADDRESS: , , , PERMIT #: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit =Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0,93 3 1.00 2598.37 1.00 7795.1 As-Built Total: 7795.1 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 12920.0 6589.3 8238.0 27747.3 12279.4 6607.2 7795.1 26681.7 PASS ~ T>i~ sr9T~, wP~~ o~ c~ - ~. ~o..~' EnergyGaugeTM' DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 6UOA-97 Code Compliance Checklist Residential Whole Building Performance Method A -Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION _ ~ REQUIREMENTS FOR EACH PRACTICE ___ CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfmisq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation 8 wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. _ ____ ___ __ Floors 606.1.ABC.1.2.2 Penetrations/openings >118" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. ___ __ ___ _ _ ______ _ __ __ __ _ Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is and seams. _ ____ _ __ __ installed that is sealed at the perimeter, at penetrations T_ ___ Recessed Lighting Fixtures 606.1.ABC.1.2.4 _ Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a seated box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned mace, tested_ Mulfi story Houses 606 1 ABC,1.2.5 .Air barrier on perimeter of floor cavity between floors Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA_22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.l COMPONENTS ____ SECTION__ ~ REQUIREMENTS _ __ ___ _ __ ___ _ CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided, External or bui{t-in heat trap required. _ _ Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. _ Shower heads _ _ _ 612 1 Water_flow must be restricted to no more than 2.5~allons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls ___ ___ __ _607_1_ __ _Se~arate readies accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM' DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.1 The higher the score, the more efficient the home. Jim & Monica Stranahan, , , , 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit 3. Number ofunits, ifmulti-family 1 _ 4. Number of Bedrooms 3 - b. Central Unit 5. Is this a worst case? No _ 6. Conditioned floor area (ftz) 2312 ftz c. N/A 7. Glass area & type _ a. Clear -single pane 0.0 ft2 13. Heating systems b. Cleaz -double pane 568.] ftZ a. Electric Heat Pump c. Tint/other SC/SHGC -single pane 0.0 ft' _ d. Tintlother SC/SHGC -double pane 0.0 ft2 b. Electric Heat Pump 8. Floor types _ a. Raised Wood, Adjacent R=11.0, 1282.OftZ _ c. N/A b. N!A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance a. Frame, Wood, Exterior R=19.0, 1938.7 ftz - b. N/A _ b. N/A c. N/A _ d. NIA c. Conservation credits e. N(A (HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1029.9 ftz 15. HVAC credits b. N/A (CF-Ceiling fan, CV-Cross ventilation, c. NIA HF-Whole house fan, 1 1. Ducts PT-Programmable Thermostat, a. Sup: Con. Ret: Con. AH: Gazage Sup. R=6.0, 100.0 ft _ RB-Attic radiant bamer, b. Sup: Une. Ret: Unc. AH: Interior Sup. R=6.0, 100.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compl' t eatures. _ Builder Signature: _ Date: L ~~ ~ Address of New Home:/(~' ~~ 1, ~(/~ City/FL Zip: ~/ (Gg?>;~ C l~X' ~ ~~ ..~2Z33 Cap: 30.0 kBtu/hr _ SEER: 11.00 _ Cap:30.01cBtu/hr _ SEER: 1 I.00 Cap: 30.0 kBtu/hr _ HSPF:7.00 _ Cap: 30.0IcBtu/hr HSPF: 7.00 Cap: 50.0 gallons _ EF: 0.93 MZ-C, CF, MZ-H _ ~y~~ T'(iE STg1~o~~ ran, - ,``~~~„ C~ p . .~ *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar""designation), your home may gual ~ for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge weG site ~zt www.fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCNA-200) S/N ~RSRTRN22487 RIGHT-J SHORT FORM aFile name: JIM&M0~1 . RSR Job #: For: Jim & Monica Stranahan By: Air-Max, Inc. 316 Parkridge Ave. Orange Park 904-276-4340 HEATING EQUIPMENT Make Trade Efficiency Heating Input Heating Output Heating Temp Rise Actual Heating Fan Htg Air Flow Factor Space Thermostat 7.0 HSPF FL 32065 0 Btuh 0 Btuh 0 Deg F 2705 CFM 0. 0 4 6 CFM/Btuh Make Trade Htg Clg Outside db 32 94 Inside db 7 0 7 5 Design TD 3 8 19 Daily Range - M Inside Humid. - 5 0 Grains Water - 4 9 Method Simplified Const. glty Average Fireplaces 2 COOLING EQUIPMENT Efficiency Sensible Cooling Latent Cooling Total Cooling Actual Cooling Fan Clg Air Flow Factor Load Sensible Heat Ratio 11.0 EER 0 Btuh 0 Btuh 0 Btuh 2705 CFM 0. 0 5 3 CFM/Btuh 85 ROOM NAME AREA HTG CLG HTG CLG SQ.FT. BTUH BTUH CFM CFM third Level n p 1030 27026 28089 1244 1502 (Rest of House) n p 1282 31768 28755 1462 1538 Entire House d 2312 58794 50590 2705 2705 Ventilation Air 5225 2613 Equip. @ 0. 9 9 RSM 5 2 6 7 0 Latent Cooling I I 9 3 0 0 T(1TAT.C ~"~'I ~ Fd(1'I 4 Gi o~~ ~~n~ n~n~ MANUAL J: 7th Ed. Right-Suite: V4.1.16 S/N ~RSRTRN22487 RIGHT-J SHORT FORM 'File name: JIM&M0~ 1 . RSR Job #: For: Jim & Monica Stranahan By: Air-Max, Inc. 316 Parkridge Ave. Orange Park 904-276-4340 HEATING EQUIPMENT Make n / a Trade n / a n/a Efficiency Heating Input Heating Output Heating Temp Rise Actual Heating Fan Htg Air Flow Factor Space Thermostat FL 32065 n/a 0 Btuh 0 Btuh 0 Deg F 0 CFM 0. 0 0 0 CFM/Btuh n/a Htg Clg Outside db 32 94 Inside db 7 0 7 5 Design TD 3 8 19 Daily Range - M Inside Humid. - 5 0 Grains Water - 4 9 Method Simplified Const. glty Average Fireplaces 2 COOLING EQUIPMENT Make n / a Trade n / a n/a Efficiency Sensible Cooling Latent Cooling Total Cooling Actual Cooling Fan Clg Air Flow Factor Load Sensible Heat Ratio n/a 0 Btuh 0 Btuh 0 Btuh 0 CFM 0. 0 0 0 CFM/Btuh 0 ROOM NAME AREA HTG CLG HTG CLG SQ.FT. BTUH BTUH CFM CFM Leisure Room 357 11600 12834 534 686 Dining 179 7692 3985 354 213 Kitchen 256 3923 I 9052 I 180 I 484 Powder 35 685 310 32 17 Stairs 202 3127 1909 144 102 third Level n p 1030 27026 28089 1244 1502 Ventilation Air 0 0 Equip. @ 0. 9 9 RSM 2 7 8 0 9 Latent Cooling 2 0 4 2 Tl1T A I c l (1 '2 n '~ 7 n '~ ~ '~ ~ 4~ (1 7 7 n n 1~ /1 '~ MANUAL J: 7th Ed. Right-Suite: V4.1.16 S/N RSRTRN22487 RIGHT-J SHORT FORM • File name: JIM&M0~1 . RSR Job #: For: Jim & Monica Stranahan By: Air-Max, Inc. 316 Parkridge Ave. Orange Park 904-276-4340 HEATING EQUIPMENT Make n / a Trade n / a n/a Efficiency Heating Input Heating Output Heating Temp Rise Actual Heating Fan Htg Air Flow Factor Space Thermostat FL 32065 n/a 0 Btuh 0 Btuh 0 Deg F 0 CFM 0.0 0 0 CFMiBtuh n/a Htg Clg Outside db 3 2 9 4 Inside db 7 0 7 5 Design TD 3 8 19 Daily Range - M Inside Humid. - 50 Grains Water - 4 9 Method Simplified Const. glty Average Fireplaces 2 COOLING EQUIPMENT Make n/a Trade n / a n/a Efficiency Sensible Cooling Latent Cooling Total Cooling Actual Cooling Fan Clg Air Flow Factor Load Sensible Heat Ratio n/a 0 Btuh 0 Btuh 0 Btuh 0 CFM 0. 0 0 0 CFM/Btuh 0 ROOM NAME AREA HTG CLG HTG J CLG SQ.FT. BTUH BTUH CFM CFM Sitting 133 5826 5821 268 311 Master Suite 248 8921 8862 I 411 I 474 I W.I.C. I 138 ~ 1138 150 1 52 8 Master Bath 162 2594 830 119 44 Bath 2 97 856 141 39 8 Study 192 7018 7060 323 378 Laundry 94 2691 5040 124 270 Stairs 2 219 2723 851 125 46 (Rest of House) n p 1282 31768 28755 1462 1538 Ventilation Air 0 0 Equip. @ 0. 9 9 RSM 2 8 4 67 Latent Cooling 3 0 9 4 ....",,..., ~ 7fl7 ~'I'itiA ~'1 ~ti'I 1 dF,7 1 5~R MANUAL J: 7th Ed. Right-Suite: V4.1.16 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 -Fax: 247-5877 PLUMBING PERMIT Permit Number: Permit Type: Glass of Work: Proposed Use: Square Feet: Est. Value: Irnprov. Cost: Date Issued: TotaF Fees: Amount Paid: Date Paid: Work Desc: ~ V• •~~~~'a ~ •V~Y 24268 -- `V VA 1 IVIY II Y1 VI\Il/r111V1Y - ----Address: 1.625 BEACH AVENUE ---_ - -- ~PLUMBING ATLANTIC BEACH, FL 32233 REPAIR Township: Range: Book: 15 SINGLE FAMILY Lot(s): PART 5 Block: Section: Subdivision: NORTH ATLANTIC BEACH Parcel Number: OWNER INFORMATION 6/13/2002 Name: STRANAHAN, JAMES & MONICA .25.00 Address:. 1625 BEACH AVENUE. 25.00 ATLANTIC BEACH, FL 32233 6/13/20b2 Phone: (904)249-0811 a_~ ~ vlvvV •~ •w TRACTOR( ~ r _ _ ~ _ ~ ~ ~ _ ~ ,(aLICATION FEES --- ~-~- -----~~ ~NMENTAL S '~ ~' ~« ~ '~ "~ k 25.00 ,~ ~ K_ ~ ~~ ~ r ~ T~ h _~ ___ ~~~ x ., ~ .. ~. ' ¢~. ~ r K~ k '~j ~ ~? ~, _ ~,:: i F Y .~ n .~ ~. ,`r „- --,--•--v µ, N TI E SPELT ~- - - ,. BUILDING MATERIA ~ RE}1~BI SPACE, AND MUST,~e,LEAh "FAILURE TO CQMPL' PROPERTY OWNER P ~ rµ`~,~t~ ' ~0. ~ ~ '' ~ ' _ ~ _ _ .~ __. i tns /red _ o- F. - ________~ ""'v` ~ "~ ~' ~ _ ~ _ ~ t ~'E3E REQUESTED AT LE~iST 24 HOURS PRl~1R TO IN'~PECTION _ x ~:; .,~ ~. D (3E8R15 t^RQM TMIS W(7RK MUST 13J^..P~.AD IN PUBLIC A~V~?;H~11;1~~D AfP~`~!,SY 1=~THE 4~A.CT,~t OR OWNER ~~ ~~ N a~'tE~T IN THE f+v l~O tlC~~ 1 _ ~ .. N'~` ISSUED ACCORDING TO APPROVED .P ' ~~ E~AR~'A~T,`C~.~'f` MtT AND SUBJEGT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS `~ {f ~ '"". / ATLAN~ftC BEACH UIL NG DEPT. I Oper: JWIIER Type: OC Drarer: 1 j bate: 6/14/®2 04 fteaeipt ao: 65247 14 Pts~lll'S-BUII~IIG 1 525.N '. N1NN3221N/ 1625 Bf.ACb AYE Q t~QS 145+1 525. N Tft'ANs'$A~ ~6/!#lN iiae:16:Y3:18 (I II 1 1~~ ''~~ n9 ~ 1 1 Flt l ATL er:,H GI T'r' 1-IAt_L ~.i CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT J08 LOCATION: ~ ~ ~_~ 17~-_~~1 ~ V~ OWNER OF PROPERTY: ~Gn ti ~ ~- ~~ - ~~"~'' ~~~`~ PLUMBING CONTRACTORS Ct-,=~-~e.C~ ~~a-~~!\Y'ortvr~ct.'s_1i+~~ ~.~. ~~~' F~l'E'_1v CONTRACTORS ADDRESS: STATE LICENSE NUMBER: Cy~ ~ ~_,,,~~`~~ ~ TELEPHONE ~~~ `" ~ C~ I ~ _ HOW MANY OF THE FOLLOWING FIXTURES INSTALLED W SINKS SHOWEKS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISROSALS CLOSETS WASHING MACHINES FLOOR DRAINS Sl{OWE~R, PANS OTHER ~t ~~~-~`'-~,vP~~E TOTAL FIXTURES: X 3.50 ~ X15.00 MINIMUM PERMIT FEE ~ X25.00 /~~ SIGNATURE 0~' OWNERS 5LCNATURE OF CONT r r-----.. ~.-r--~-'y-r----~n wj/r. -.~~-~ rY~r---I~.. rr----Il~rrr--w-Y~--..~-w ~ n.---ter ~- r~.~ a r ~. ---r - INSTALLATION OF PLUMaIN/J/0 AND FIXTURES MUST SS IN ACCORDANCE WITH THE 1994 5TAlr'DARD PLUMBING CODE. CALL A DAY AREAD TO 9CIiLDULE 1N5PECTION5 - (904) Z47-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904j 24y-5834. FIRE DEPARI'MEN1' 850 SEMINOLE ROAD ATLANTIC. BEACH, FLORIDA 32'?33 'CE:LI'.PHONE (90d) 2h9-5@l1(i To : Bob Henry 1625 Beach Avenue Atlantic Beach, FL From : Chief John Ruley Ref: Fire Safety Inspection After Fire of 6/27(95 at 1625 Beach Ave. Date: July 27, 1995 As a result of a fire at 1625 Beach Avenue, June 27, 1995 at about 1704 hours ,the undersigned conducted an investigation and inspection of the dwelling located at 1625 Beach Avenue. We have classified the building in question as a five story multi-family tenant with six separate living units. The codes we will be siting will come from State Law Chapter 633 The Sate of Florida Llepartment of Insurance, Division of State Fire Marshal, Uniform Fire Safety Rules And Standards, and the 1991 Life Safety Code. As a result of the inspection that occurred on two sperate days, June 27, 1995 and again on July 11, , 1995, the following violations were identified. The building as it is today three stories or more is required to be equipped with an automatic fib s n~ 'nkler. (Florida Statute 553.895) This was a new law that became effective January 1, 1994 for all properties 3 stories or more that are required a permit prior to occupancy.. 2. The occupancy type as identified in NFPA 101, Chapter 19 is that of an Apartment Building . Being it contains more than three (3) living units. Therefore according to Florida Statute 633.025(10) each living unit is required to have smoke detectors . According to Life Safety Code NFPA 101, Chapter 19.2 The means of egress, their components and secondary egress requirement need to be addressed. (The Building Official will address this section in his report). 4. According to Life Safety Code NFPA 101, Chapter 19.2.2.3.1 and 5-2.2.2.1 the minimum width of stairs must be 44 inches. For dimensional criteria see Standard Building Code 1108.3 and 1108.5 for handrails. 1625 Beach Ave. July 26, 1995 Page 2 According to Life Safety Code NFPA 10i, Chapter 19.2.2.3.3 the spiral stairs must comply with section 5-2.2.2.7 of this code. 6. According to Life Safety Code NFPA l Ol, Chapter 19.3.3.1 The interior finish of all space other than an exit must be Class A,B, or C. 7. According to Life Safety Code NFPA 101, Chapter 19.3.1 The protection of vertical openings {floors) shall be protected in accordance with section 6-2.4 or section 2-9 of this code. 8. According to Life Safety Code NFPA 101, Chapter 19.3.4.1, Apartment building more than three stories are required to have a fire alarm installed in accordance with section 7-6 of this code. 9. According to Life Safety Code NFPA 101, Chapter 19.2.8 ,The means of egress is required to be illurrunated in accordance with section 5-8 of this code. ] 0. According to Life Safety Code NFPA 101, Chapter 19.3.5.7 ,The occupancy is required to provide fire extinguishers as per NFPA 10. These violations represent a major threat to the life safety of those that would occupy the structure. Until the above violation are corrected the building can not be occupied as amulti-family dwelling . All permits as required by the building department will be required by the Fire Department for the above repairs. At this point the fire department is not approving occupancy of the building. If you have any questions please feel free to contact the Office of the Fire Marshal at 247-5869. ~. 1~~ - i ~~.~ ~~ John Ruley, Fire Chie CITY OF r~a.r~c ~eacl~ - ~~a~iula 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904) 247-5805 Y ,- Robert H. Henry 1625 Beach Ave. Atlantic Bch. Fla 32233 Re: Inspection of fire damaged building at 1625 Beach Ave. Due to the fi::e damage at 1625 Beach Ave, the following items must be completed before a certificate of occupancy can be allowed: 1)-Engress Egress = All sleeping rooms must hove a second exit of at least 5 sq, ft. for ground floor windowsand not less than 5.7 sq.ft. for second floor windows. (Sec. 1105.4.3 Standard Building code 1991 edition) 2)- The ceiling in several apartments is less than the minimum required at 7ft. (Sec. 306.3.1 Standard Housing Code) 3)- Each apartment is required to have at least two exits, :post do not. (Sec. 1104.2 Standard Building Code) 4)- All wiring is substandard due to lack of sufficient outlets, wiring not con- nected at ;unction bores,estension cords being used for per.:.anent wiring, in- adequat wiring for appliances, etc. (Sec. 110-7 and 8 Nat. Elec. Code 1993 Ed.) 5)- No per:anent source of heat in most units. (Sec 302.5 Standard Housing Code) 6)- Each unit must have a kitchen with permanent cooking equiptment and a full size refrigeration unit. (Sec. 302.6 Standard Housing Code) 7)- Minimum floor area sleeping rooms must be minimum 70 sq.ft. (Sec. 308.5 Standard Housing Code) Please contact me at 247-5826 or at 800 Seminole Rd. if you have any questions regarding this matter. o C. Fo 1 U"~--- ! Building Official cc. City Manager a CITY OF r~!~'a~ctie iS'eae! - ~~Ceaida 800 SEMINOLE ROAD -- ---------- -- - - - - - - - ----- ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904) 247-58115 October 6, 1995 TO WHOM IT MAY CONCERN: The City of Atlantic Beach Building Department has started the condemnation process on the house at 1625 Beach Avenue. The condemnation will not be pursued by the City as long as there is substantial progress at the house to bring it into compliance with City codes. Any questions concerning this situation should be referred tc Don Ford at City Hall, City of Atlantic Beach, Telephone (904) 247- 5826. Sincerely, Don C. Ford Building Official DCF/pah cc: City Manager 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (404) 247-5800 FAX (904) 247-$805 SUNGOM 852-5800 Augu§t 25, ~ X99 Mr. Robert. lE~enry l 625 Beach Avenue Atlantic Beach, F~, 32233 ItB: Y 625 Beach Avenue Dear Mr. Henry: The structure on the property Located at 1625 Beach Avenue would be allowed to be converted into a single family home based on the present zoning of the property. The City of Atlantic Beach will issue a permit to remodel the structure provided it is not enlarged to occupy a greater area of Land than the existing structure occupies. If you have any questions please do nat hesitate to call. Sincerely, e~-~-- Don. C. Ford, C. . fl. Building Official GAY George oriey, Il Community ]Development ]Director IMF/pah cc: City Manager CITY OF ~ftCaortlc ~eac& - ~Gvaidc~ 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904) 247-5805 SUNCOM 852-5800 July 1, 1999 Mr. Robert Henry 1625 Beach Avenue Atlantic Beach, FL 32233 RE: 1625 Beach Avenue Dear Mr. Henry: The structure on the property located at 1625 Beach Avenue would be allowed to be converted into a single family home based on the present zoning of the property. The City of Atlantic Beach will issue a permit to remodel the structure provided it is not enlarged to occupy a greater area of land than the existing structure occupies. If you have any questions please do not hesitate to call. Sincerely, a~ C_ , Don C. Ford, C.B.O. Building Official George Orley, II Community Development Director DF/pah ec: City Manager CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 -Fax: 247-5877 PLUMBING PERMIT ', _~ PERMIT INFORMATION __: __.~ LOCATION INFORMATION I Permit Number: 18306 ~ Address: 1625 BEACH AVENUE Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: ADDITION Township: 0 Range: 0 Book: i Proposed Use: Lot(s): 5 Block: Section: 0 Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Im rov. Cost: p OtNNER INFORMATION:: Date Issued: 6/01/1999 Name: ROBERT H. HENRY Total Fees: 50.00 Address: 1625 BEACH AVE. Amount Paid: 50.00 ATLANTIC BEACH, FLORIDA 32233 ~ Date Paid: 6/01/1999 Phone: (904)731-0146 Work Desc: CONNECT TO CITY WATER AND SEWER COIVTRACTORiS~_ _ ' ; APPLIC4TiON FEES WORKMANS KW1K FIX PLUMBING ~ ~, I . PERMIT 50.00 -- Inspection s Reae~ired FINAL i j I I NOTICE -INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM-THIS WORK MUST NOT BE PLACED IN PUBLIC ~, SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION ~I~ FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ,~ . G--~- ~/ f58.80 14 ATLANTIC BEACH,BUILDING DEP - Date: 6/81/99 B1 Receipt: 086101134 n. Arno n Jul-11-97 08s26A JOB LOCATION: OWNER OF PROPERTY: ~~ PLUHS ING CONTRACTOR : 4 cU ', h'1'~ Tl~ ~ ~ ~ ~ ~ ':,~ U 11'! t ~ CONTRACTOR' S ADDRESS : `"~ ~ e ~ S~ ~ ~ ~ 1=~-~ ~ ~ STATE LICENSE NUMBER: 1.,~t"_~~3"L~ TELEPHONE: HOW ~Y OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES ~ WATER HEATER5 BATH TUBS DISHWASHERS ~URI:I~+,LS DISPOSALS CLOSETS WASHIYG :lACKI;tES FLOOR DRaZ;VS SI30W'ER PANS n TOTAL FIXTURES: X 3.50. -h S15.00 -4INL~fU'M PER`!IT FEE ~ 52S . 00 SI6.IATURE OF OWNER: S ZGVATURE OF CONTRACTOR : ~ //yy ~~ ~,~~ n~ ~~'L,Q J.`lJ4Y h`Y~ ~ Y~ IVSTA:.LATION OF PLUMBING AND FL`CT*JRES AiUST $E I.T ACCORDA.vCc' WITH THE 1994 STANDARD PLU`4BIVG CODE. CALL A DAX AHEAA TO SCHEDULE INSPECTIONS -~ (904) 247-582b SEWER COt3NECTIONS .NST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COV=RING UP - (904) X47-5834. P.O1 CITY OF ATLANTIC BEACH APfPLZCA~T-IOV FOR PLUMBING ,/PERMIT t 07/11/97 08:33 TX/RX N0.4132 P.001 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 03-00025501 Date 2/06/03 Property Address 1625 BEACH AVE Tenant nbr, name RENEWAL OF PERMIT #23284 Application description SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation 0 Owner ------------------------ STRANAHAN, JAMES Contractor ------------------------ OWNER ATLANTIC BEACH FL 32233 (904) 249-0811 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . Permit Fee 35.00 Plan Check Fee .00 Issue Date Valuation 0 Fee summary Charged ----------------- ---------- Permit Fee Total 35.00 Plan Check Total .00 Grand Total 35.00 Paid Credited Due ---------- ---------- ---------- 35.00 .00 .00 .00 .00 .00 35.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. __. ~. ~~ . ~- ~' BUILDING OFFICIAL 104.5 Conditions of the permit X104.5.1 Permit intent. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any of the provisions of the technical codes, nor shall issuance of a permit prevent the building official from thereafter requiring a correction of errors in plans, construction, or violations of this code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within 6 months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of 6 months after the time the work is commenced. X104.5.1.1 If work has commenced and the permit is revoked, becomes null and void, or expires because of lack of progress or abandonment, a new permit covering the proposed construction shall be obtained before proceeding with the work. §104.5.1.2 If a new permit is not obtained within 180 days from the date the initial permit became null and void, the building official is authorized to require that any work which has been commenced or completed be removed from the building site. Alternately, a new permit may be issued on application, providing the work in place and required to complete the structure meets all applicable regulations in effect at the time the initial permit became null and void and any regulations which may have become effective between the date of expiration and the date of issuance of. the new permit. X104.5.1.3 Work shall be considered to be in active progress when the permit has received an approved inspection within 180 days. This provision shall not be applicable in case of civil commotion or strike or when the building work is halted due directly to judicial injunction, order or similar process. X104.5.1.4 The fee for renewal re-issuance and extension of a permit shall be set forth by the administrative authority. X104.5.2 Permit issued on basis of an affidavit. Whenever a permit is issued in reliance upon an affidavit or whenever the work to be covered by a permit involves installation under conditions which, in the opinion of the building official, are hazardous or complex, .the building official shall require that the architect or engineer who signed the affidavit or prepared the drawings or computations shall supervise such work. In addition, they shall be responsible for conformity to the permit, provide copies of inspection reports as inspections are performed, and upon completion make and file with the building official written affidavit that the work has been done in conformity to the reviewed plans and with the structural provisions of the technical codes. In the event such architect or engineer is not available, the owner shall employ in his stead a competent person or agency whose qualifications are reviewed by the building official. The building official shall ensure that any person conducting plans review is qualified as a plans examiner under part XII of chapter 468, Florida Statutes and that any person conducting inspections is qualified as a building inspector under Part III of chapter 468, Florida Statutes. X104.5.3 Plans. When the building official issues a permit, the building official shall endorse, in writing or by stamp, both sets of reviewed plans "Reviewed for Code Compliance." One set of reviewed drawings shall be retained by the building official and the other set shall be returned to the applicant. The permit drawings shall be kept at the site of work and shall be open to inspection by the building official or his authorized representative. X104.6 Fees. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 8d0 SEMtNaLE ROAD -ATLANTIC BEACH, FL 32233 -TEL: 247-5826 -FAX: 247-5877 _ PERMIT INFORMATION permit Number: _ 24262 Permit Type: DEMOLITION Class of Work: REMOVAL Proposed Use: SINGLE FAMILY Square Feet: Est. Value: Improv. Cost: 8,600:00 Date Issued: 6/13!2002 Total Fees: 100.00 Amount Paid.: 100.00 . Address: 1625 BEACH AVENUE T ATLANTIC BEACH, FL 32233 Township: Range:. Book: 15 Lot(s~: PART 5 Sock: Section: Subdivision: NORTH ATLANTIC BEACH Parcel Number: Name: STRANAHAN, JAMES & MONICA Address: 1625. BEACH AVENUE .ATLANTIC BEACH, FL 32233 bone: X90.4)249-.0811 Date Pald: _ 6/13/2002 _ __ I _ Work Desc: DEMOLITION_u - "_''r' CONTRACTORS ~' ~ ~ NOT! BUILDING MATERIfti MUST BE CLEARED - - 5" ~ ti; 100. ST BE REG2UESTED AT LEAST 24 HOUF2S. FR#O~ TC? #NSP TION _ _r,_ ~. - - - - -~ -T_~ _s_: ~..~: J~I~EBR#5 F`l~tC)fill T~#1S WORK Af#tiST NC~T BE P GED 3N PU~L1C SPACE; AND ~3 A - WAY BY E#Tf-#ER ,t^,,~NTRACT(3R CSR ta1N R;, _ __ ~~ ~ _ ~ .,~ "FAILURE TO COMPL WIT PROPERTY OWNER P~iN ISSUED ACCORDING TO APPR01~ FOR VIOLATION OF APPLICABLE P _ _ ._ ~ '^ I ~- ~. ~ ~.~ Wit; BEACH BUILDING D PT: fE, INC. ~~ -:~ e. , I ~- C w ~_ ,~' ~.,~ ~ ~.r.., ~ '~,,~ ~.""~ : . .~~~ ~wvyyGir~ Y~F~,sfip~~,;yja f~~. s~ .,j~j~~t~ ~4' ~ ~ ~`w~R'y SY T~ YI ~" j~Ti'~h~fy ~~. »t'M{'"+ ~. 'mot ~ - ~ ~ ~ ~, e. ~,,4,,.•x= ~. ~ rte, ~.;. w ,~ ~.e ert ~., ~, ..tiE C~ r ~~ -~ - ~ ~ ,'" T7Pe. ~~ X69? 1~' ~I~11~11,pI>Nt, 1 i41iN~m~ 1,{E ~ ~ . ~ .~ . ~:. ~: rs . .~ d. {N THE SUBJECT TO REVOCATION ~ia~1~ ~54k: ~li~i{!~ iii: 16:11:27 ~'~ 4~'~~~1 ~Irs J' `~ jl ~ VI ~~ C,-l-l 105;-'/~6"1 RECEIVED City of Atlantic Beach • 800 Seminole Road • Atlantic Beach, Florida 3223~~~4~,~f Atlantic Beach Phone: (904) 247-5800 • FAX (904) 247-5805 • http://www/ci.atlantic-beacl~i'.f1:tr~s'~Q and Z~rilrg PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX CONSTRUCTION Rc~: l ~'~ ~f9 eoQa ~- DATE J s ~- ~~ APPLICANT ~MC.~ ,~. J~Yg~Ja~(~•/Y ADDRESS II V ADDRESS WHERE WORK IS TO BE PERFORMED PHONE: d ~ ~ ~ gJI LEGAL DESCRIPTION: BLOCK NUMBER ~" LOT NUMBER ~ ZONING DISTRICT CONTRACTOR ~JAW~KTt~ Zi~rt..~ STATE LICENSEtNUMBEtR. ~!//Q. ADDRESS IJO ,~Sp'~ ~~ PHONE ~ To~+StttT 7S CITY ~~+~~v~ ~ ~ ~„ STATE ~_ ZIP 3 ~'~'~G FAX `~~ 9o T7 DESCRIBE PROPOSED USE AND WORK TO BE DONE ~~~ 4~ ON PRESENT USE OF LAND OR BUILDING(S) ~ ~~y VALUATION OF PROPOSED CONSTRUCTION ~ ~ 00. Is this an addition? ~p If yes, what are the dimensions of the added space: ~-^-- feet by --- feet Will the added area be heated and cooled? ~--- New electrical or increase in service? '~ New plumbing fixtures? New fireplace? New heating /air conditioning? -- Is approval or Homeowner's Association or other private entity required? /y0 If yes, please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide allall information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if apre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247-5826 0liovo2 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible mariner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works, apre-construction topographical survey. 5. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 6. Impervious Surface area calculations. (Swimming pools maybe excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT FORMATION ] VIDED WITH THIS APPLICATION IS CORRECT. .,._..-- SIGNATURE OF OWN DATE ~ ~~ ~~- I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIl2ED. SIGNATURE OF CONTRACTOR DATE ~' ~ !' d1 ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME MAILING ADDRESS PHONE L~ ~~ y~S _- E-MAIL ^^~~ s> SWORN AND SUBSCRIBED BEFORE ME THIS d~ DAY OF ~~ ~si'~ ~b©,J STATE OF FLORIDA, COUNTY OF DUVAL AS TO OWNER: JOE SAN ~~~`~ ~~ per, State of Florida 4s ~ ~mm. expires Jae. 23. ~ No. CC9 AS TO CONTRACTOR: NOTARY'S SIGNATURE ^ P onally known roduced identification /~ Type of identification produced /C~rr~ ,drr:+~"~'r G,~/fd~SL~ ^ Per~sonally known [~/PrOduced identification ,,/ / Type of identification produced ~~r~~"' ~~~~~ 6~/ffo~~" Ol/o2/02 FLA. 19)) LAWS FS 717.1 NOtree 0 To whom ~tt may concern: `Hook 10528 Pa~~e 655 book. t osa~ ''16/1iJP00@ 09tS0i06 commencement ~ T :~ t The undersigned hereby informs all conceraed 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. ~- ~ Description of property .........f ~ ~ ~.......~+1 Q'A:t :~ ....:A v~::........~/.~.t.R!`~~.'....~i~`.'.":!.....~~ ..................., ....................................................................................................................................................................................... .................................................................... ........... .................................................................................................. General description of improvements .......L.~rtA.~t.~/.4~ ......... ..................................................................... ...................................................................................................................................................................................... ............. ..S ..................................................................................................... ........ .... .................... .. ............... owner ........... 5 ..... ... .....~:~r."f~NR !~~l............ ........ Address ......... ~,a~.~.......~~5f~....~V~!......... !'h^ll:~~..~ti4R'~s"s.....#':.~.....r..~,a ................................ Owner's interest in site of the itnprovemcnt ....::'"~ .........:...................................................................................... Foe Simple Title holder~(ifo~ Cher than owner) Name ..................r~.................................................................................................................................................. Address ... ...........: ................................................................................................................. Contractor ...... ............. ..... ......................................... Address ....,~~~ ....... ~..........,c.~tA`~Jf~aC:u~llc ..~....~.~~" : ~ ......................................... surety (if any) ............ ... ....................................................... Address ................~.......................................................................................... Amount of bond $ ....................... Aay person making a~loa~n for the construction improvements: Name ...............~....................................................................................................................................................... Address ......... ........................................................................................................................................ Person withigt~ie S~ ~ lorida designated by owner upon whom notices or other documents may be served: Name ........... ...... ............................................................................................................................................. Address ...................................................................................................................................................................... In addition to himself, owner designates the following person to receive a copy of the Licnor's Notice as provided in Section ? 13.13 (1) (h), Florida Statues. (Fill in at Owner's option). Name .. Address ...................................................................................................................................................................... This space for recorder's use only ~~ ~ JOE SEIN Notary Public. State of FforiCla ~ t+Ay comm. expires Jan. 23, 2006 No. CC996863 ----... .. . ............. . Owner Swo~jto ands bscribcd before me this ~~ day of ......................... . otary Public i ~.~ ~.~ i.@0 S.N ~~ ~+t ~ ~Qsy 8~i80 t ll~fl ~'L's3 syl,ci bMTO~A i b~ I i t Mti ~MQ~1P0 SOCS~11d0 f13.i.Ni MIt TfiW:t TIUIIIIi 7!'~i.i~ 1f'fMU00 .iA1NIQ 4ir.t I ~~ tl~i 00.t ~ 33i Y~ 44.t t i ~iT;13~ 06.C t 111t14A(~~;f r i Y .. i ... ~ . § .. ~ ~. ' , ~. ~~ o ,~~ Jeb Bush Governor Tom Tomasello Post Office Box 13148 Tallahassee, FL 32317-3148 Dear Mr. Tomasello: Marjory Stoneman Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 April 16, 2004 PERMIT NUMBER: DU-335 ATF (Variance) PERMITTEE NAME: James A, and Monica R. Stranahan Colleen M. Castille Secretary ~~~ Your request for a variance from portions of Rule 62B-33.007, Florida Administrative Code, pursuant to Section 120.542, Florida Statutes, has been approved by the Department of Environmental Pa-otection. Enclosed is the approved final order. You are advised that notice of this agency's final action has been given to other interested parties. They have twenty-one days fi•om receipt of the notice to exercise any rights they may have under Chapter 120, Florida Statutes. Please direct any questions pertaining to this final order to me by letter at the above address, or by telephone at 850/487-447.5, extension 147. a ~~. `, S'incer ly, f~~~. ony ~~M 1, .E Bureau of eaches and TDM/jg .B Enclosures cc: Permit Information Center Bobbie Nelson, Field Inspector Duval County Building Official James A. and Monica R Stranahan, Property Owner "More Protection, Less Process" Department of Environmental Protection astal Systems Printed on recycled paper. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION IN RE: Petition for variance from or waiver of Rule 62B-33.007(5)(c),(d), and (e), Florida Administrative Code (F.A.C.), by Tom Tomasello on behalf of James A, and Monica R. Stranahan in Duval County; File Number DU-335 ATF (Variance). FINAL ORDER On the date shown below, the Chief of the Bureau of Beaches and Coastal Systems considered the petition for a variance from or waiver of Rule 62B-33.007(5)(c),(d),and (e), F.A.C., pursuant to Section 120.542, Florida Statutes (F.S.) for the construction of asingle-family dwelling on top of a nonconforming stem wall and footing foundation system and an existing bomb shelter rather than a pile foundation; and below the predicted breaking wave crest elevation associated with a 100-year storm event on the property owned by James and Monica Stranahan in Duval County. After considering the recommendation. of staff and hearing any testimony or argument concerning the merits of and objections to the request, the Department of Environmental Protection (DEP) adopts the following findings of fact and conclusions of law: -Findings of Fact- 1. On April 8, 2003, a staff inspection of the subject property revealed the unauthorized rebuilding of a previously existing dwelling structure and placement of non-compatible fill material seaward of the coastal construction control line without the benefit of a permit from the Department. The property is .located between approximately 200 feet and 250 feet south of the .Department of Enviromnental Protection's reference monument R-46, in Duval County. 2. On April 17, 2003, the Department issued a warning letter of possible unauthorized construction to Jim Stranahan for the modification of an existing foundation, the rebuilding of a previously existing structure, and placement of non-compatible fill material seaward of the coastal construction control line without the benefit of a permit from the Department. Construction of the rebuilt dwelling on the property has ceased. 3. On May 20, 2003, the Department received an after-the-fact application for the construction of athree-story, single-family dwelling at the site. 4. The proposed work is considered rebuilding of an existing non-conforming dwelling pursuant to Rule 62B-33.002(46), F.A.C., and, therefore, is required to meet the design standards of Rule 62B-33.0(?7(5)(c), (d), and (e), F.A.C. 5. By letter dated June 18, 2003, the Department requested additional information. Several other requests for additional information were sent out by letters dated September 30, November 3, and November 7, 2003. Applicant: James A. and Monica R. Stranahan File Number: DU-335 ATF (Variance) Page 2 6. On December 12, 2003 the Department received a letter from Don C. Ford, Building Official for the City of Atlantic Beach, stating that the proposed project does not contravene local setback requirements, zoning or building codes and is consistent with the City's comprehensive plan. Building permit number 23284 was issued by the Atlantic Beach Building Department for this project in January 2002. 7. The application for a permit still remains incomplete. 8. On January 9, 2004, the Department received a copy of a petition for variance from or waiver of Rules 62B-33.007(2), and 62B-33.007(5)(a),(c),(d),(e),(f),(h),(i) and (j), F.A.C., from Tom Tomasello, P.A., on behalf of James and Monica Stranahan. The petition for variance was considered complete upon, receipt. 9. The petition requested that the dwelling be allowed to be constructed on a nonconforming stem wall and footing foundation system and an existing underground bomb shelter rather than a pile foundation, and below the predicted breaking wave crest elevation associated with a 100-year storm event as required by Rule 62B-33.007(5)(c), F.A.C. 10. Pursuant to Section 120.542(6), F.S., the Department gave official notice of subject petition on its worldwide web site on February 6, 2004. The Department has not received any public comments in response to the advertisement on the worldwide web. 11. On April 7, 2004, the petitioner waived the 90-day time limit for processing the variance request under Section 120.542, F.S., for an additional 7 days. 12. On April 13, 2004, the petitioner partially withdrew the portion of the petition for waiver from Rules 62B-33.007(2), and 62B-33.005(a), (f), (h), (I), & (j), F.A.C. 13. Rule 62B-33.007(5)(c), F.A.C., requires all habitable major structures to be located on an adequate pile foundation above the predicted breaking wave crest elevation associated with a 100-year storm event, which in this case is elevation +17.4 feet, (NGVD). Rule 62B-33.007(5)(d) and (e), F.A.C., outline various factors, water loads, and design grade to be considered in designing the pile foundation. Significant erosion of the soil below the bomb shelter during a 100-year storm event to the point where it will damage the dwelling is not anticipated. due to the siting of the structure and its substantial as-built construction. 14. The subject property is located landward of an existing armoring structure, along the second row of development from the shoreline, and in the landward shadow of an existing dwelling structure. The proposed structure, therefore, is located landward of the line of construction established by existing major structures along the shoreline and the 30-year erosion projection. The proposed structure is also located above the existing bomb shelter, and therefore, within an already disturbed area. Applicant: James A. and Monica R. Stranahan File Number: DU-335 ATF (Variance) Page 3 15. An existing underground, massive bomb shelter is located along the seaward portion of the property. The bomb shelter is a heavily reinforced concrete structure designed and constructed to withstand a major (nuclear) bomb attack according to the petition. Because of its construction, driving a pile foundation through the structure is not practicable. Removing the structure is not practicable due to its relative close proximity to other existing dwellings and the potential harm caused to those dwellings from the removal operation. Moreover, the petition states it is extremely costly (over $40,000) to demolish and remove the existing bomb shelter structure, and the as-built portion of the foundation. Additional cost would be incurred in site restoration and the redesign of another set of plans above an adequate pile foundation. 16. Subsection 120.542(2), F.S., states "variances and waivers shall be granted when the person subject to the rule demonstrates that the purpose of the underlying statute [s. 161.053] will be or has been achieved by other means by the person and when application of a rule would create a substantial ~~ hardship or would violate principles of fairness... The variance procedure was intended to provide relief from unreasonable, unfair, and unintended results in unique cases. The conditions on the subject property are unique from other established similar developments in the area as described under findings of facts 12 and 13 above. -Conclusions of Law- 1. There are two requirements to obtain a variance from a rule under section 120.542 of the Florida Statutes. First, a petitioner must demonstrate that the purpose of the underlying statute will be or has been achieved by other means. Second, a petitioner must demonstrate that application of the rule would create a substantial hardship (economic, technological, legal or other) or violate principles of fairness. 2. Rule 62B-33.007(S)(c), F.A.C., requires habitable major structures to be constructed above an adequate pile foundation and the predicted elevation of a breaking wave associated with a 100- year storm event. However, this rule allows waiver of the pile foundation and wave elevation standards for certain additions, and other improvements to existing nonconforming dwellings provided the work does not constitute rebuilding of the existing dwelling. Puxsuant to this rule, the rebuilding of the existing dwelling does not qualify for waiver of the requirement to construct the dwelling above an adequate pile foundation. The petition. requested that the dwelling be allowed to be constructed on an existing underground bomb shelter as its foundation in lieu of being constructed (or anchored) on an adequate pile foundation as required by Rule 62B-33.007(5)(c), F.A.C. 3. The rebuilt dwelling will be constructed landward of an existing armoring structure and building, and no farther seaward than the existing bomb shelter whose construction required significant site disturbance. Moreover, significant erosion of the soil below the bomb shelter during a 100-year storm event to the point where it will damage the dwelling is not anticipated due to the siting of the structure and its substantial as-built construction. Based on these facts, the general purpose of the underlying statute [s. 161.053, F.S.J could be achieved, thereby, satisfying the first criteria of Section 120.542, F.S., for a variance. Applicant: James A. and Monica R. Stranahan File Number: DU-335 ATF (Variance) Page 4 4. Application of Rule 62B-33.007(.5)(c), F.A.C., in this case would require either removal of the existing bomb shelter or penetration through the shelter with an adequate pile foundation. The petition revealed that because of its construction, driving a pile foundation through the existing bomb shelter structure is not practicable. Removing the stn~cture is not practicable due to its relative close proximity to other existing dwellings and the potential harm caused to those dwellings from the removal operation. Moreover, the petition states it is extremely costly (over $40,000) to demolish and remove the existing bomb shelter structure, and the as-built portion of the foundation. Additional cost would be incurred in site restoration and the redesign of another set of plans above an adequate pile foundation. These factors were determined to create a substantial hardship, thereby, satisfying the second criteria of Section 120.542, F.S., for a variance. 5. Based on the foregoing findings of fact and conclusions of law, the Department of Environmental Protection approves the applicant's petition for variance from Rule 62B-33.007(5)(c), (d), and (e), Florida Administrative Code; and by this reference incorporates same in this final order. Any person whose substantial interests are affected by any decision of the Department on the application has the right to request an administrative hearing in accordance with the provisions of Sections 120.569 and 120.57 of the Florida Statutes. Should you desire an administrative hearing, your request must comply with the provisions of Rule 28-1.06.201 of the Florida Administrative Code, as indicated below. Send requests for hearings to the Department of Environmental Protection, Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399. The Department must receive the request within twenty-one days after your receipt of this notice. When the Department receives an adequate and timely filed request for hearing, the Department will request the assignment of a hearing officer. Once an administrative law judge is requested, the referring agency will take no further action with respect to the proceeding except as a party litigant, as long as the Division of Administrative Hearings has jurisdiction over the formal proceeding. Rule 28-106.201(2) of the Florida Administrative Code requires that a petition or request for hearing contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, and telephone number of the Petitioner, the name .address, and telephone number of the Petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding, and an explanation of how the Petitioner's substantial interests are or will be affected by the agency determination; (c) A statement of when and how the Petitioner received notice of the agency decision; (d) A statement of all issues of material fact disputed by the Petitioner or a statement that there are no disputed facts; (e) A concise statement of the ultimate facts alleged, including a statement of the specific facts that the Petitioner contends warrant reversal or modification of the Department's action; (f) A statement of the specific rules or statues the Petitioner contends require reversal or modification of the Department's action, including an explanation of how the alleged facts relate to the specific rules or statues; and Applicant: James A. and Monica R. Stranahan File Number: DU-335 ATF (Variance) Page 5 (g) A statement of the relief sought by the Petitioner, stating precisely the action that the Petitioner wants the Department to take with respect to its action. A person may request an extension of time to petition for an administrative hearing. The person filing the request for extension must do so within the time limits for filing a petition described above and serve all parties with the request. The request must state why an extension is needed. The Department will grant an extension only when good cause is shown. If a petition or request for extension of time is filed, further order of the Department becomes necessary to effectuate this notice. Accordingly, the Department's final action may be different from the position taken by it in this notice. Actions undertaken by you under this permit, pending the lapse of time allowed for the filing of such a request for hearing, may be subject to modification, removal, or restoration. Failure to petition within the allowed time frame constitutes waiver of any right that such a person has to request a hearing under section 120.57 of the Florida Statutes and to participate as a party to the proceeding. If a legally sufficient petition for hearing is not timely received this notice constitutes final agency action. When this order becomes final, any party to the order has the right to seek judicial review under section 120.68 of the Florida Statutes and rule 9.030(b)(1) and 9.110 of the Florida Rules of Appellate Procedure by filing a notice of appeal with the Department of Environmental Protection, Office of General Counsel, Department Clerk, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399, and with the appropriate district court of appeal within thirty (30) days after rendition of this order. The notice filed with the district court must be accompanied by the filing fee specified in subsection 35.22(3) of the Florida Statutes. Any subsequent intervention will be only the approval of the presiding officer on motion filed under Wile or of the Florida Administrative Code. A person whose substantial interests are affected by the Department's proposed agency action may choose to pursue mediation as an alternative remedy under section 120.573 before the deadline for filing a petition. Choosing mediation will not adversely affect the right to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth below. A person may pursue mediation by reaching a mediation agreement with all parties to the proceeding (which include the applicant, the Department, and any person who has filed a timely and sufficient petition for a hearing) and by showing how the substantial interests of each mediating party are affected by the Department's action or proposed action. The agreement must be filed in (received by) the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, by the same deadline as set forth above for the filing of a petition. The agreement to mediate must include the following: (a) The names, addresses, and telephone numbers of any persons who may attend the mediation; (b) The name, address, and telephone number of the mediator selected by the parties, or a provision for selecting a mediator within a specified time; (c) The agreed allocation of the costs and fees associated with the mediation; (d) The agreement of the parties on the confidentiality of discussions and documents introduced Applicant: James A. and Monica R. Stranahan File Number: DU-335 ATF (Variance) Page 6 during mediation; (e) The date, time, and place of the first mediation session, or a deadline for holding the first session, if no mediator has yet been chosen; (f) The name of each party's representative who shall have the authority to settle or recommend settlement, and (g) Either an explanation of how the substantial interests of each mediating party will be affected by the action or proposed action addressed in this notice of intent or a statement clearly identifying the petition for hearing that each party has already filed, and incorporating it by reference. (h) The signatures of all parties or their authorized. representatives. As provided in section 120.573 of the Florida Statutes, the timely agreement of all parties to mediate will toll the time limitations imposed by sections 120..569 and 120.57 for requesting and holding an administrative hearing. Unless otherwise agreed by the parties, the mediation must be concluded within sixty days of the execution of the agreement. If mediation results in settlement of the administrative dispute, the Department must. enter a final order incorporating the agreement of the parties. Persons whose substantial interest will be affected by such a modified final decision of the Department have a right to petition for a hearing only in accordance with the requirements for such set forth above, and must therefore file their petitions within fourteen (14) days of receipt of this notice. If mediation terminates without settlement of the dispute, the Department shall notify all parties in writing that the administrative hearing processes under sections 120.569 and 120.57 remain .available for disposition of the dispute, and the notice will specify the deadlines that then will apply for challenging the agency action and electing remedies under those two statutes. ,~ f Done and ordered this ~~ day of ~(' 1 f , 2004, in Tallahassee, Florida. State of Florida Department of Environmental Protection FILING AND ACKNOWLEDGEMENT FILED, on this date, pursuant to S 120.52 Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. Department Clerk Dat ichael R. Barnett, P. E., Chief Bureau of Beaches and Coastal Systems Approved as to Form and Legality ,~, ~~ As i tant General Counsel ~~~ 4RGit(1rOH . o ~ ., a FLO~i~ ~ _~~ _ Department of Environmental Protection Jeb Bush Governor ~ ,( ~ ~ 1_ ~~~ ~~ ~ , ~z ,~ ~ 5 Q ~~, Jun Stranahan Atlantic Beach, Florida 32233-5840 Dear Mr. Stranahan: Marjory Stoneman Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 April 17, 2003 ~~'"~~ 5 David B. Struhs Secretary - ~ v~p Ui ; ~; :~,F ,c:"v1PJ?lC BEhCH ~~~ G U ~~~J ~~ Cl` ~~ --_-_. SUBJECT: WARNING LETTER: POSSIBLE UNAUTHORIZED CONSTRUCTION SEAWARD OF THE COASTAL CONSTRUCTION CONTROL LINE. VIOLATION FILE NUMBER VDU 03-02. Based on an investigation by the Department of Environmental Protection, it appears that you have been engaged in unauthorized activities on property located approximately 400 feet to 450 feet south of the Department of Environmental Protection's reference monument R- 46, further described as 1625 Beach Avenue, Atlantic Beach, in Duval County, Florida. The possible violation consists of modification of the existing foundation and rebuilding of a previously existing structure, and placement of non-compatible fill material seaward of the coastal construction control line without benefit of a permit from the Department of Environmental Protection. Subsection 161.053(2), Florida Statutes, reads in part as follows: Upon establishment, approval, and recordation of such control line or lines, no person, .firm, corporation, or governmental agency shall construct any structure whatsoever seaward thereof; make any excavation, remove any beach material, or otherwise alter existing ground elevations; drive any vehicles on, over, or across any sand dune; or damage or cause to be damaged such sand dune or the vegetation growing thereon seaward thereof, except as hereinafter provided. You are hereby advised that any activity that may be contributing to the violation of the above described Statutes and Rules should be ceased immediately. "More Protection, Less Process" Printed on recycled paper. Jim Stranahan April 17, 2003 Page 2 You are requested to respond to this Warning Letter within fourteen (14) days of your receipt of this letter advising the Department of your intentions in this matter. I have enclosed an application package, including copies of Chapter 161, Florida Statutes, and Rule 62B-33, Florida Administrative Code. Should you choose to apply for an after-the-fact permit, your completed application must be received within thirty (30) days of your receipt of this Warning Letter. If a completed application is not received within the thirty (30) day time period, or if upon receipt of the application it is determined that the work could not be approved, the Department will issue a final order requiring removal of the unauthorized construction from the area seaward of the coastal construction control line. An admi:ustrative fine pursuant to Section 161.054, Florida Statutes, may also be assessed. You must complete items 1-5 on the first page of the application. The following is a list of the minimum requirements that must be submitted. The items of information listed below are numbered to correspond with the item numbers on the application form: 5. Names and addresses of the immediately adjacent property owners. 7. Sufficient evidence of ownership of the property (i.e. warranty deed). 8. Written evidence provided by the appropriate local government agency having jurisdiction over the activity that the activity does not contravene local setback requirements or zoning or building codes (i.e. written evidence that the City of Atlantic Beach has no objection to this activity). 10. In order to determine what activity has occurred to date, you will be required to submit an as-built survey with cross-section details depicting the current coastal construction control line and all construction that has occurred to date in regards to foundation work and construction of concrete block walls and rebaz seaward of the control line. 12. Site plans showing the location of the construction relative to the control line. 17. The permit fee, pursuant to Section 62B-33.0085, Florida Administrative Code. The permit fee in this instance will be determined by the Department's staff engineer upon review of the application. You are requested to respond to this Wazning Letter within fourteen (14) days of your receipt of this letter. Jun Stranahan April 17, 2003 Page 3 Submittal of the information above does not preclude the Department from requesting additional information in order tp complete the application. After the application has been reviewed by staff, you will be notified whether the application is complete or if any additional information will be required. This letter should not be construed to indicate that an application for an after-the-fact permit will be approved. The final decision on such application rests with the Chief of the Bureau of Beaches and Wetland Resources, Michael W. Sole. Please be advised that this Warning Letter is part of an agency investigation, preliminary, to agency action in accordance with Section 120.57(5), Florida Statutes. We look forward to your cooperation in completing the investigation and resolution of this matter. If you have any questions concerning this matter, please contact me at the letterhead address or by telephone at 850/487-4475,. extension 117. Sincerely, C~ Mar o, Environmental Manager Bureau of eaches and Wetland Resources :gym Certified #: 7000 1670 0012 4191 2793 cc: Susan DeVore Bobbie Nelson `,,BairFord, City of Atlantic Beach Schlueter, Jennifer From: Ford, Don Sent: Wednesday, April 09, 2003 9:55 AM To: Schlueter, Jennifer Subject: RE: Bobbie Nelson from DEP is looking for an exemption letter on 1625 Beach Ave. Where do I find this and what is it? She is looking for a copy of an exemption letter issued by her agency. We are not required to maintain copies of their (DEP) correspondence with local property owners. We have supplied copies to them in the past because they could not find them in their files. I have searched the file on this property and I cannot find anything. It may be in one of the "to be filed" files. Don't spend much time on this. If you can't find anything please call her back and let her know. I think this was a property Pat was supposed to be keeping the file on. I will fill you in later. Don -----Original Message----- From: Schlueter, Jennifer Sent: Wednesday, April 09, 2003 8:24 AM To: Ford, Don Subject: Bobbie Nelson from DEP is looking for an exemption letter on 1625 Beach Ave. Where do I find this and what is it? o ~.... ~~~** ~1 ~~, 1 FLOR ,. 6. leb Bush Governor Department of Environmental Protection Marjory Stoneman Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 April 17, 2003 i !r ;~ ~ ;~ ~~. Jim Stranahan 1b24 Beach Avenue Atlantic Beach, Florida 32233-5840 Dear Mr. Stranahan: David B. Struhs Secretary ,, /7 ~~r~~ SUBJECT: WARNING LETTER: POSSIBLE UNAUTHORIZED CONSTRUCTION SEAWARD OF THE COASTAL CONSTRUCTION CONTROL LINE. VIOLATION FILE NUMBER VDU 03-02. Based on an investigation by the Department of Environmental Protection, it appears that you have been engaged in unauthorized activities on property located approximately 400 feet to 450 feet south of the Department of Environmental Protection's reference monument R- 46, further described as 1625 Beach Avenue, Atlantic Beach, in Duval County, Florida. The possible violation consists of modification of the existing foundation and rebuilding of a previously existing structure, and placement of non-compatible fill material seaward of the coastal construction control line without benefit of a permit from the Department of Environmental Protection. Subsection 161.053(2), Florida Statutes, reads in part as follows: Upon establishment, approval, and recordation of such control line or lines, no person, firm, corporation, or governmental agency shall construct any structure whatsoever seaward thereof; make any excavation, remove any beach material, or otherwise alter existing ground elevations; drive any vehicles on, over, or across any sand dune; or damage or cause to be damaged such sand dune or the vegetation growing thereon seaward thereof, except as hereinafter provided. You are hereby advised that any activity that may be contributing to the violation of the above described Statutes and Rules should be ceased immediately. "More Protection, Less Process" Printed on retycled paper. Jim Stranahan April 17, 2003 Page 2 You are requested to respond to this Warning Letter within fourteen (14) days of your receipt of this letter advising the Department of your intentions in this matter. I have enclosed an application package, including copies of Chapter 161, Florida Statutes, and Rule 62B-33, Florida Administrative Code. Should you choose to apply for an after-the-fact permit, your completed application must be received within thirty (30) days of your receipt of this Warning Letter. If a completed application is not received within the thirty (30) day time period, or if upon receipt of the application it is determined that the work could not be approved, the Department will issue a final order requiring removal of the unauthorized construction from the area seaward of the coastal construction control line. An administrative fine pursuant to Section 161.054, Florida Statutes, may also be assessed. You must complete items 1~5 on the first page of the application. The following is a list of the minimum requirements that must be submitted. The items of information listed below are numbered to correspond with the item numbers on the application form: 5. Names and addresses of the immediately adjacent property owners. 7. Sufficient evidence of ownership of the property (i.e. warranty deed). 8 . Written evidence- provided by the appropriate local government agency having jurisdiction over the activity that the activity does not contravene local setback requirements or zoning or building codes (i.e. written evidence that the City of Atlantic Beach has no objection to this activity). 10. In order to determine what activity has aecurred to date, you will be required to submit an as-built. survey with cross-section details depicting the current coastal construction control line and all construction that has occurred to date in regards to foundation work and construction of concrete block walls and rebar seaward of the control line. 12. Site plans showing the location of the construction relative to the control line. 17. The permit fee, pursuant to Section 62B-33.0085, Florida Administrative Code. The permit fee in this instance will be determined by the Department's staff engineer upon review of the application. You are requested to respond to this Warning Letter within fourteen (14) days of your receipt of this letter. Jim Stranahan April 17, 2003 Page 3 Submittal of the information above does not preclude the Department from requesting additional information in order to complete the application. After the application has been reviewed by staff, you will be notified whether the application is complete or if any additional information will be required. This letter should not be construed to indicate that an application for an after-the-fact permit will be approved. The final decision on such application rests with the Chief of the Bureau of Beaches and Wetland Resources, Michael W. Sole. Please be advised that this Warning Letter is part of an agency investigation, preliminary to agency action in accordance with Section 120.57(5), Florida Statutes. We look forward to your cooperation in completing the investigation and resolution of this matter. If you have any questions concerning this matter, please contact me at the letterhead address or by telephone at 850/487-4475,. extension 117. Sincerely, ~ C~ Maz o, Environmental Manager Bureau of eaches and Wetland Resources jm Certified #: 7000 1670 0012 4191 2793 cc: Susan DeVore Bobbie Nelson l,,Bea-Ford, City of Atlantic Beach j ~"! 2L --" ~~ ~, ADDRESS BUILDING PERMIT NUMBER ~ ~ ~I/ INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB FRAMING COVER-UP / ~- -' 7 -~J'--- INSULATION ~'" ~~ L FINAL BUILDING CERTIFICATE OF OCCUPANCY. ELECTRICAL PERMIT # /O`~~y ~T ~" 1 ~~ I ~~ ' ~ ~ ~'- INSPECTIONS ROUGH ~~ ' ~L ~ ~ ~CA ©u~Pf~.2~a~-C IZr? -sj~ FINAL ~~= 7 MECHANICAL PERMIT # PLUMBING PERMIT # NOTES: g~a / /i4~ ~ ,~ ~830~ -T ~ -a_ `~ ~ CITY of aTLaNTIC BEacH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD -ATLANTIC BEACH, FL 32233 -TEL: 247-5826 -FAX: 247877 LOCATION INFORMATION PERMIT INFORMafiION 25 BEACH AVENUE s re permit Number: 23284 : 16 s Add ATLANTIC BEACH, FL 32233 Permit Type: REMODELING Book: 15 Township: Rangy: Class of Work: Proposed Use: REMODEL SINGLE FAMILY Lot(s): PART 5 Block: Section: NORTH ATLANTIC BEACH Square Feet: - Subdivision: ~ ~ - Parcel Number: Est. Value: OWNER ~NFORMATIONr Improv. Cost: 226,532.00 Name: STRANAHAN, JAMES & MONICA~ Date Issued: 1/08/20U2 49 336 1 Address: 1625 BEACH AVENUE Total Fees: . , ATLANTIC BEACH, FL 32233 Amount Paid• Date Paid: 1,336.49 1/08/2002 _ _ = -~-~ X04 249-0811 , DON/58 SCHG 2312 -- ~ Work Desc: CONVERT TRIPL - ~- _ ..A - ~. ~ -~ ATION FEES ~ r ~~' . CONTRACTOR S _ _ ,. 1.27 2.78 0.15 10.40 1.16 35.00 r :... '. NOTICE F ~~~ ~.._, BUILDING MATERIAL, ~ ,;_::, ~ _ - - . T:QR MUST BE CLEARED UP y~~_ _ .- ~.~ "FAILURE TO COMPLY ~._;~;~.;= _ ._.~.._ - - - PROPERTI( OWNER PAYIN - _ ~x ' ~ ~ - ISSUED ACCORDING TO APPROVED PLAf~I~P~~ ~ ,y--~ ~- .-,~ > _~, "-~ -=~. FOR VIOLATION OF APPLICABLE PROVISIONS OF ~` NTIC _ EA BUIL EPT. :: ~ :~ t` SPACE, AND LT IN THE IT AND SUBJECT TO REVOCATION r: DSlIITH 1I88/8~ 81 Receipt: 884958 Elovk 10268 Rage 1901 Book:21~OQ2>fa~8 8516 Pa e: 1901 Filed & Recorded 12!14/2001 11:02:48 AM NOT1Cc OF C~t~litilE'~CEt~tENT3IM FULLER CLERK CIRCUIT COURT DUVAL CQUNTY TRUST FUND i 1.00 i C VVS-iCtU(! i ti/Ir,~ CCNC`R(`!: RECQRDIhtG x 5.00 The undersign!°d yerzay +nzorns af! con~errted u`tat imprauements wilS oe m,ada to e°,~~ir. rc~i OrCu^^°;'~,/, 3nQ if! 2000rQcf'C~ witr, tieG'~!Cn ?13. ~ 3 QT ii;E r(anGa .`~',~ctULeS, the (C!iQ~NtnG InYC("~1ciiCi i iS SCaic'~ in ~ IS \Il.~! ! !C` L~ CQrVII~'!~'\IC`t~/lct~!'I . GVscnc4icr c. ~rccer',~~ ~ ~ ~ 5 ~~b.C.t~ ~-~, ~"l...p+.l~t -("t G Ganerai Qesc^ecer or Imcrovemen~s_~g-''MGD~i~C~ ~,~ -„~'t~.1 `vT/Lr/~ ~rrner c,„~, ~1~ t~ S ~ ~ ~ t C1~. ~T ~ ~ ~ ~~ ddr~SS: :;;wner`3 in:eres; ~n s~c~ cr ;mc~~';a;;,ents. `? Slrnc1L 1 :~?~` irdld°r (ii CiriCr L ran o~,vner) Name ~kS~?r.. AdCress -- ~l~ , ~uraty (~~ and; address ~~ maunt or Hand ~ Name ol: person wiu"in t~~r Space of ~=1ordG Cesigr,atcd 'oy owner u~cn wr,am ~noac¢s or ot!~~r GCC:U(~1e^i.S rr~a`J GE SGC`1E:i: ~~ ~V a m E ~,1~1 fi ~~zv ~ T~ ~~~33 !n addition to himself, owner desigr.at°a" the Following person ±o recaive a copy or the rr~incr's i`vCi1C° ~S p('~:'J'Cc.. In SZ:..;:G'r; ! 13.1 (i ~(=~, =iQnCd .`!i?iUCES. (=tii In aC C.1tiVT1er's OpiIOnJ. Name_ =address: ........ "~•.,, GEORGIA A HOitN i~ ~ My COMMISSItNV ~ DD 030528 ~' ~~= EXPIRES: Jtme 3, 2005 ~'~;,qF ~h ?undad TAru Notary Iic Undernntan .. .... ~.. m e ' ~ ~\~ ~ ~ is I \ ~+. y ,f 3 ,~.. ~y Jam;' CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: ! ~ ` v~ ~~ ~ d s Property Address• ! ~ o~-~ -' t,7eACI. ~ ~Ueht,2 ~"-~L• tJC~ • ~L,~' . Owner: ~ Z ~ ~T~~~~ C~'1~-~ Telephone #: a-~~ `~~g ~ Contractor: 1V ~ ~ ~ ~~b~M44S ~'~ Telephone #: Contractor Address: 3~3 ~ ev 1R'~J L-I~r~f' S~- ~• r/. Fax #: Contractor Signature: e ~-- tr' ~J~-- In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a pert hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: / If other construction is being done on this building or site, ®/ New list the building permit number: ^ Re-Pipe Number of Fixtures: Bath Tubs ~ Showers Closets Shower Pans Dishwashers ~_ Sinks Disposals ~ Urinals Floor Drains ~_ Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: ~~ X $7.00 + $35.00 = 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number Property Address Tenant nbr, name Application description Property Zoning . Application valuation . Owner ------------------------ STRANAHAN, JAMES ATLANTIC BEACH FL 32233 Contractor ------------------------ OWNER 2/20/04 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . Permit Fee 35.00 Plan Check Fee .00 Issue Date Valuation 0 Fee summary ----------------- DcrmlY Fee Total Ci of Allalttic lacll *** RECEIPT ssf i ~s P/PI/!~ ii T~ ~hauerei Bescri~tior P775ity Aeorritt ~P' IUIIlIMB PFJUIITS i.N f3S.N Tender detail f~iB. N l ~ ~ e f ~.N Traits dates P/Pi/,4 Tire: 13s~4:34 WHi~,..... _. ~, . ~ '. Charged Paid Credited Due ---------- ---------- ---------- ---------- 35.00 35.00 .00 .00 .00 .00 .00 .00 35.00 35.00 .00 .00 THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED OR OWNER. °FAILURE TO COMPLY WITH THE CONSTRtIC.T[ON LIEN LAW CAN 3 FOR BUILDING IMPROVEMEN'T'S" ISSUED ACCORDING TO APPROVED PLANS ~ REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. . 04-00027756 Date . 1625 BEACH AVE . RENEWAL OF #26841 . SINGLE FAMILY RESIDENCE . TO BE UPDATED . 0 BUILDING OFFICIAL CITY OF ATLANTIC BEACH BUILDING AND PLANNING 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE: (904) 247-5800 FAX: (904) 247-5845 http://ci.atlantic-beach. fl.us September 5, 2003 Mr. Jim Stranahan 1625 Beach Avenue Atlantic Beach, Florida 32233 Dear Mr. Stranahan, On February 6, 2003 you renewed your building permit #23284 to permit #25501. This permit expired on August 6, 2003. Please see the attached Conditions of Permits and advise the Building Department immediately of your intentions. If the work authorized by permit is suspended or abandoned for a period of 6months after the time work commenced such permit shall become invalid. Section 105.5.1. Section 104.5.1.2 -Building Official is authorized to remove from site any work commenced or completed. We look forward to hearing from you soon. Thank you for your prompt attention to this matter, J nnifer Schlueter City of Atlantic Beach, Building Permits Clerk CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number Property Address Tenant nbr, name Application description . Property Zoning . Application valuation . Owner ------------------------ STRANAHAN, JAMES 03-00025501 Date 12/20/04 1625 BEACH AVE RENEWAL OF PERMIT #23284 SINGLE FAMILY RESIDENCE TO BE UPDATED 0 Contractor ------------------------ OWNER ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-0811 ------- -------------- ---- ------------------- Permit -------------- PLUMBING PE ------------------ RMIT Additional desc 26 FIXTURES Sub Contractor WAYNE CONN PLUMBING INC. Permit Fee 217.00 Plan Check Fee .00 Issue Date Valuation 0 Fee su~m~-~-- urged Paid Credited --- - Due --------- ----- Pev -------- - 217.00 --------- ------- 217.00 .00 .00 P" .00 .00 .00 .00 217.00 217.00 .00 .00 t~ Drawer: 1 ~ S~ ~s 19336 II~ PEAM ~ BIIILD BP i N x'.17. N Teti-d~r detail 2573 f21T.i1 Total tendered ~17.N Total payamt 6217. M Trans date: 12/20/M Tine: 11si3ai3 _ _ _ ._ _ _ .. _ _ ~ __._. _ . ~E WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL ' ` - `'s~~~Jf "., CITY OF ATLANTIC BEACH a ~lSSI -'~ "~ ~ PLUMBING PERMIT APPLICATION 'J `"~~ J,31~'' Date: (~ - ~ v - © `1 Property Address: ~ (~, 02,5 (32AC r1 ~ ~ e- Owner: 5-~- ~ ~ ~ ~ t.~ ~ ~ Telephone #: Contractor: w Av ~ e- ~ N ~ P~-~~ 1N C ~ Telephone #: 3 5 3 - 3 i U - Contractor Address: 3 ~} a q ti, L ~ b ~- ~-E-~ S~- 1 Fax #: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standazd Plumbing Code. Plumbing Type• . If other construction is being done on this building or site, G~ New list the building permit number: ^ Re-Pipe d 3- A S S C~ 1 Number of Fixtures: a Bath Tubs Showers Closets ~ Shower Pans 1 -- l~- ~ T 3 i k Dishwashers n S s ~ _ (_ ~ u N D 21~ ` t Disposals Urinals ~ Floor Drains ~ Washing Machine ~_ Lavatory C Water Sewer ~ Water Heaters , ~. I.}nSe E3'C3aS J . Other ~ _ , ~. ~- M-wK Fees Permit Issuing Fee: $35.00 Total Fixtures: ~- X $7.00 + $35.00 = 800 Seminole Road .Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904) 247-5845 • http:l/www.ci.atlantic-beach.fl.us Revised 1/04 Graham Shirley From: Graham Shirley Sent: Tuesday, March 13, 2007 1:49 PM To: Carper, Rick Subject: 1625 Beach Ave Rick, This was a large renovation originally permitted in 2003 do you need to go out before the CO is issued. Shirley L. Graham Building Permits Clerk Atlantic Beach, FL sgraham@coab.us build ing-dept~coab. us .~~ ~~ b~"~V ~'~ Qwp'~ o~ ~~ ,n3/ J ~ ~ ' ~~` s \ CITY OF ATLANTIC BEACH ', ~ 800 SENIINOLE ROAD '"'"~ ` '';~~ ATLANTIC BEACH, FL 32233 y, INSPECTION PHONE LINE 247-5826 ,. J~~a~f' Application Number 05-00031635 Date 11/14/05 Property Address 1625 BEACH AVE Tenant nbr, name 2 C/U 2 A/H (OK PER DCF) Application description MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation 0 Owner Contractor ------------------------ ------------------------ STRANAHAN H & H HEATING & A/C INC 4479 PHILLIPS HWY #18 14839 N. MAIN STREET JACKSONVILLE FL 32207 JACKSONVILLE FL 32218 (904) 696-6500 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . Permit Fee 123.00 Plan Check Fee .00 Issue Date Valuation . 0 Fee summary Charged ----------------- ---------- Permit Fee Total 123.00 Plan Check Total .00 Grand Total 123.00 Paid Credited Due ---------- ---------- ---------- 123.00 .00 .00 .00 .00 .00 123.00 .00 .00 PERMIT IS APPROVED ONLY IlV ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ~,`` BUILDING OFFICIAL %_~ '`` CITY OF ATLANTIC BEACH ~~~ _. ~~. _ MECHANICAL PERMIT APPLICATION `, J~% Date: Property Address: ~~ ~ ~~G~g ~/ Owner: ~ S~`~ r,~r/~ ~~ vt Telephone #: Contractor: ~~"~l ~c°A~~~-g ,~ ~ ~ / ~ Telephone #: ~o l~~ ~ -~`~ p Contractor Address: ~ ..~ /~ o ~7 z S~`` Fax #: G ~~ ~ ~ SS ~-~-__ Contractor Signature: t In wnsideration of permit given for doing the work as escribed in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of ood ractice listed therein. Type of Heating Fuel: If other construction is being done on this building >~~! Electric or site, list the building permit number: ^ Gas: _LP -Natural -Central Utility ^ Oil ^ Other - S eci MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ^-~Heat _ Space _ Recessed ~entral _ Floor t~ Air Conditioning: Room a Central ~ Residential 0' Duct System: Material Thickness ^ Commercial Maximum capacity~f~'y cfm ^ Refrigeration .,---'" ~ New Building ^ Cooling Tower: Capacity gpm ^ Fire Sprinklers: Number of Heads ^ Existing Building ^ Elevator: _ _ Manlift Escalator (Number) ^ Replacement of Existing System ^ Gasoline Pumps (Number) ^ Tanks (Number) ^ New Installation ^ LPG Containers (Number) f i`Io system previously installed) ^ Unfired Pressure Vessel ^ Boilers O E.:•~tension or Add-on to Existing System ^ Gas Piping ^ Other -Specify ^ Other -Specify LIST ALL E UIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Manufacturer Ton's Agency Number Units Description Model # /~~J ~~ HEATING -FURNACES, BOILERS, FHiEPLACES & AIR HANDLER'S Approving BTU's A g ency Number Units Descripti o n Model # Man f a cturer u / y1. ~ J/~ `)///~~,11~~ f / ~ ] .~ ~ TANKS Nominal Capacity Type Liquid Serial Approving How Man 8c Dimensions Contained Manufacturer No. A enc 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://yvww.ci.atlantic-beach.fl.us Revised 1/04 r ~_`~ °, CITY OF ATLANTIC BEACH ,~„s, ~` ~ ~ ~ _ `, 800 SEMINOLE ROAD ~, - ~- j ,~ fi ATLANTIC BEACH, FL 32233 p ~ INSPECTION PHONE LINE 247-5826 , ..-- __._ { .. r..~; _J t^ a~~ Application Number 05-00031784 Date 12/12/05 Property Address 1625 BEACH AVE Tenant nbr, name NEW SERVICE Application description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation 0 Owner Contractor ------------------------ ------------------------ STRANHAN, JIM ALLAN DEES ELECTRIC 2826 LENOX AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32245 (904) 338-4583 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . Permit Fee 70.00 Plan Check Fee .00 Issue Date Valuation 0 Fee summary Charged ----------------- ---------- Permit Fee Total 70.00 Plan Check Total .00 Grand Total 70.00 Paid Credited Due ---------- ---------- ---------- 70.00 .00 .00 .00 .00 .00 70.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA RIIILDIPfO CODES. •i., BUILDING OFFICIAL C~tv ofA~antic Beach .Permit~nforma~ion To: JEA Electric Order Fulfillment, (Fax No.: 665-7372} Attention: Carol SchweizerlLorie Craven, 21 West Church St T-4 (665-6521) Subject: City of Atlantic Beach Permit # Date: Service Address: Owner: Owner Phone: Electrician: Electrician Phone: Type of Work: New Service Increase Service Repair Service Rewire Temp Pole Service Type: l(v~ Bt~cH ~1v~ ~___) (_,_ j`~Overhead (Repair/Replace) M-Home Subfeed [_] Heat & AC [_,_] Other [_] Other Description: [„-],Underground (New Services) Building Use: [residential [ ]Church [_]M-Home ]Commercial Other Use Description: Service Size: 2 New Service: Amps: ~"~ b Volts: ~ y0 Phase: ]Environmental [-]Other Eacisting Service:Amps: Volts: Phase: E-mail: cravl~rr. jea.com or sch~~ctn t~ jea.c©m or resom~}ea.com ,;,, CITY OF ATLANTIC BEACH ~~`~ ~ ~ ~ ELECTRICAL PERMIT APPLICATION ,. ' -1aa,.~ Date• Property Address: /rf~ ,~- ~ ,~ Owner: ~! ,-yL ~~~~Pt~ ~ Telephone #; ~~ ~-D ~1~~ Contractor: ~~~~i~/ ~¢.e~ ~~Er~ ~ - Telephone #: ~ G,~'9~ Contractor Address: ~~,.e~. ~ Fax #: Contractor Si nature: In consideration of permit given for doing the work as desc 'bed in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of ood ractice listed therein. Building: ®~New ^ Old ^ Re-wire Buil ing Type: ^ Trailer f~ROSldence ^ Temp. ^ Commercial ^ Si s ~ ^ Addition Sq. Ft. Ser~ ice: rB~ New ^ Increase ^ Repair If other construction is being done on this building Or site, list the building Permit number: p - s' / Conductor Size: AMPS: COPPER AL UNIlNUM D2~ Switch or Breaker AMPS `~'~ PH W VOLT RACE ~ ~ WAY ~- Existing Service Size AMPS "'~- PH W VOLT RACE WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets 'Z~ CONCEALED OPEN Rece tacles j ~ CONCEALED OPEN Switches ~ Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL A fiances TRANSFER. Air Conditionin H.P. TING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEILING HEAT KW-HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS t7NDER600V OVER6QOV Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si Miscellaneous ~~ w ~..~D 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Revised 1/04 HP Ofiicejet 7410 Personal Printer/Fax/Copier/Scanner Log for Information Systems 904-247-5845 Oct 23 2006 4:12PM Last Transaction Date Time Type Identification Duration Pa es Result Oct 23 4:11 PM Fax Sent 96654470 1:16 3 OK HP Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Oct 10 2006 2:57PM Last Transaction Date Time Tvae Identification ura ion Paaes Result Oct 10 2:56PM Fax Sent 96654470 1:08 2 OK HP Offlcejet 7410 Personal Printer/Fa~Copier/Scanner Log for Information Systems 904247-5845 Oct 16 2006 2:19PM Last Transaction Date Time Tyae Identification Duration Pages Result Oct 16 2:18PM Fax Sent 96654470 0:50 2 OK BP500I02 CITY OF ATLANTIC BEACH Inspection Selection Detail Street address 1625 BEACH AVE RE number 169649-0000- - Owner name HENRY, ROBERT H. NCR OLD ACCOUNT NUMBERS AB19213 Location ID 000005922 Application nbr 03 00025501 Structure nbr 000 000 Permit nbr BLDG 00 Inspection nbr 16 0003 Inspection status, date IC 3/13/07 Tenant name, nbr RENEWAL OF PERMIT #23284 Press Enter to continue vieavs. Press F6 to select this inspection. F3=Exit F6=Select inspection F12=Cancel ~~~~ ~ o~' vJ 3/13/07 11:51:35 ~^ a~ ~~b wD a~rv ~ y5 ~` CAP w~i5 ~~w~4y ~ ~~ ~ '~~~'~ d ~aD _v N~~o~ ~ ~ ~ ~ ~~~~v ~ ~~ ~~ NV ~~a~ ~~ m~~ ~qn ~~ti 3~ ~~ ~ ~,~ ~ ~~ , ~~ ~ ~` ~ BP006U01 CITY OF ATLANTIC BEACH 3/13/07 Edit Narrative 11:46:46 Application number, type 03 00025501 SINGLE FAMILY RESIDENCE Property address 1625 BEACH AVE Type information, press Enter. 1)ALL FINAL INSPECTIONS MUST BE APPROVED PRIOR TO A C.O. F3=Exit F5=Copy F6=Insert F7=Delete F8=Time stamp F12=Cancel F21=User defaults ~, NpiEfl .~ FLORIDA DEPARTMENT OF FlOR A ,~ ENVIRONMENTAL PROTECTION NOTICE TO PROCEED Permit Number: DU-335 ATF CF Permittee: Permit Expires: August 20, 2007 James A. and Monica R. Stranahan c/o Thomas G. Tomasello, Esquire Post Office Box 13148 Tallahassee, Florida .32317-3148 You are hereby granted final authorization to proceed with the construction or activities authorized by the permit number referenced above. Authorized work must conform with the detailed project description, approved plans, and all conditions including preconstruction requirements included in the final order. A brief description of the authorized work follows. Project Description: After-The-Fact Rebuilt Single-Family Dwelling. Project Location: Between approximately 200 feet and 250_ feet south of the Department of Environmental Protection's reference monument R=46, in Duval County. Project address: ~r2ffi'' Beach Avenue, Atlantic Beach. l~ ~ 5 Special Instructions: A preconstruction conference is required. Questions regarding the permit or this notice should be directed to the undersigned at: ~~ Bureau of Beaches and Coastal Systems ~! 3900 Commonwealth Blvd. - M.S. 300 ~u ~ _/ 6 Tallahassee, Florida 32399-3000 Date of Notice William S. Wilkinson, E.S. Telephone (850) 487-4475 WSW/jg cc: Permit File Permit Information Center Bobbie Nelson, Field Inspector James A. and Monica R. Stranahan, Property Owner City of Atlantic Beach Building Official perF~~~,sicR~~.oin~~, Post Conspicuously on the Site CITY OF yQ~~ /3~ - ~~GZ~s Office of Building Official REQUEST FOR INSPECTION Date Y~ ' ~ ~ Permit No. Time A.M. Received _ PM. / U `~ 3c~ 1 rO ~ J (~.1~ ~~~ ~~ L% r~-- Job Address ~ Loca5ty ^ ' /~ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing _ Footing `^ Rough ^ Air Cond. & ^ Re Roofing Slab Temp Pole ~^ Top Out ^ Heating Insulation _ Lintel __ Finai .~ Sewer ^ Fire Place ^ ~ ~ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. ~j ~ / ` A.M. Inspection Made ` ~ P.M. Inspector Final Inspection Certificate of Occupancy ^ Date /``'' ~f l.i~' ,;' ~ ( RE4UEST FOR Date ~~ cam- `° t Time Received ~- ~ , ~_ _~, /, INSPECTION Permit No. ~~~ ~ ~ ~~ .-~ C_ ~__. - __ ~~~~~!!-- CITY OF J/~~ ~~ .~~~-~ ~~~G~ ~~' ~4fYLSL~ Office of Building Official _~- - Locality .1p6 Ad es Owner's I ~ ~ ~ ~~`~~~ /~J'~~ t~''~ ~ CcnUaet ~: a.T, o _ J J ELECTR{ MBiNG MECHANICAL BUILDING CONCR TE - Air Cond. & taming - Footing - Roug Viring G Rough ~, Heating To Out Re Roofing Slab Temp Pole r Sewer Fire Place Lintel - Final Pre Fab Insulation READY FOR iNSPECT40N A.M. Wed. Thurs. Friday -------;~P.~n ,non. Tues. a ~ ' ~~ A.P,M1. ~l nspection ivM1ad~ _. __. -- _ ---- _ - final inspection s-+~_~- - -- -- -- nspscior _ __ __-_ -- Certificate of Occupancy , Date - ~~// ____~,~ /hCITY O//F ~~}} ~~~~ `~ ,,~~~~ 1Qt~lG~iC l3~b - "t~tYltfti~ Office of Building Officiai f~ REQUEST FOR INSPECT{ON Date ` ! _ 2 5 -- ~ ~ r~f CJ ! V Permit No. Time D Q A.M. Received ~~ ~' 1 .jf P.M. dress ~ Locality Owner'sJ <~~~'~~ C/ ~ /" Contractor ~~ ~~m ~/~ Name - BUiLDtNG CONCRET ELECTRICAL P,Idi1+~BI13~~~'"''~ MECHANI L Framing ^ Footing ^ Rough Wiring ^ oug -----------~~~~`` Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out "~_Ffeating Insulation ^ Lintel ^ Final ^ Sewer ~ ^ ire Place ^ Pre Fab READY FOR INSPECTION Mon. Tues. ~ ~~ Wed. Thurs. Friday A.M. Inspection Made P.M. Inspector ~ ~ Final Inspection ^ ~~~~~~~~~~~ Certificate of Occupancy Date ~~ CnnITY OF C~ ~~L+G~% l3P~sGy" ~i Office of Building Official REQUEST FOR {NSPECI'{ON f ~ ~ ~ ; -..~ ~ ~ Permit No. Date /`~ Time - ~`--~ P.M. ~i~~ ed F Rece~v ~ ~ ~/ Locaiity Job Address j J t P ~ p ~ Owner's r,~.~/ ~' Contractor " MECHANICAL Na ~----- ~ CONCRETE ELECTRICAL pL11MBING qtr Cond. & ~ ~ BUILDING ~ Footing ^ Rough Wiring ^ ~ Rough Top Out J Heating ~ g Re Roofing ~~` Slab ~ Tamp Pole ~ Final Q Sewer G Fire Place pre Fab Insulation ///~Q,,,""" Lintet READY FOR INgRECi'IO N {"74~~~ PM y d Thurs. Frida Tues. We . Mon. A.M. ,.. P.M. inspection Made Final Inspection 'U f Certificate of Occupancy Inspector Date .~ .-~~ " ~~ ~" II CITY OF ~ fY~~WK(C J.SP.GCiI - ~i Office of Building Official REQUEST FOR INSPECTION Date - / ~-~ ~< -~'. Permit No. _ Time ~~ q, Received ~~', ~~ C~C~ Job Addre~~s ~~* Owner's ~:./N~ Name BUILDING CONC Framing ^ Footing Re Roofing ^ Slab Insulation ^ Lintel ~v7ZS~3 /p~i3v~ Locality ELECTRICAL PLUMBING MECHANICAL ^ Rough Wiring ^ ^ Temp Pole O ^ Final ^ Rough Top Out Sewer ^ Air Cond. & ^ ^ Heating ^ Fire Place ^ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs:~ Friday , Sr A.M. Inspection Made `~ pM. i Inspector /~ ~.. Final Inspection ^ Certificate of Occupancy ^ K~~-~ C~'~~t ~~> ..Date PRBPARBD 2/22/03, 8:34:26 INSPECTION TICKET PAGE 4 CITY OF ATLANTIC BBACH INSPECTOR: LARRY J HIGGINS DATE 2/24/03 ------------------------------------------------------------------------------------------------ ADDRBSS 1625 BBACH AVB SUBDIV: TBNANT, NBR: RBNBWAL OF PERMIT #23284 CONTRACTOR PHONB OWNBR STRANAHAN, JAMBS PHONE (904- 249-0811 PARCEL 169649-0000- - APPL NUMBER: 03-00025501 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PBYNIf: BLDG 00 BDILDIHG PBBlIIf RBQUBSTBD INSP DESCRIPTION TYP/SQ COMPLBTBD RESULT RBSULTS/COMMBNTS ------------------------------------------------------------------------------------------------ 10 O1 2/07/03 LJH BD FOOTING TIME: 08:00 2/11/03 DP p rtial footer 10 02 2/24 03 LJH D FOOTING TIME: 08:00 _'~ ,~ ~~~___ ~ OVBItKIDB fiA~BN BY JSCHLUETBR DATB: 02/22/03 TIME: 08:15: ~ STBBL CELLS -------------------------------------- COMMBNTS AND NOTBS ---------------------------------- PRBpARB/07f03, 9:19:48 INSPBCTION TICKBT PAGB 5 CITY OF ATLANTIC BBACH INSPBCTOR: LARRY J HIGGINS DATB 2/07/03 ------------------------------------------------------------------------------------------------ ADDRBSS 1625 BEACH AVB SUBDIV; TENANT, NBR; RENEWAL OF PERMIT #23284 CONTRACTOR PHONE OWNBR STRANAHAN, JAMBS PHONB (904) 249-0811 PARCBL . 169649-0000- - APPL NUMBBR: 03-00025501 SINGLB FAMILY RBSIDBNCB ;~ ------ ------- ---------------------------------------------------l- --{~~-- --~~ ~~---~----- PBPlIIT: BLDG 00 BDILDIIG PSFl~IT t REQUESTED INSP DBSCRIPTION ~ ~~ TYP/SQ COMPLETED RBSULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 O1 2/07/03 LJH BD FOOTING TIMB: 08:00 __________ ________ partial footer -------------------------------------- COMMENTS AND NOTBS -------------------------------------- A /~~~~ ~~~~~,,~~ //CITY OF ~~~ ~~ j~~~ Office of Building Official REQUEST FOR INSPECTION Date ~ - ` D Time A.M. Received P.M. Z .~ ~ ~CC~ ~/~ Job Address Owner's ) .~I _ ` Name ~ `~' Contractor ' BUILDING CONCRE E ELECTRICAL Framing ^ Footing Rough Wiring Re Roofing ^ Slab ^ Temp Pole Insulation ^ Lintel ^ Final Permit No. ®J ~ Z S J_ ~~-_ Locality Q ~ f~ ~ ~_ PLUMBING MECHANICAL ^ Rough ^ Air Cond. & ^ Top Out ^ Heating ^ Sewer ^ Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. ~ /~'L Tues. Wed. Thurs. Friday P.M. Inspection Made ~-.' 1© ~~ Inspector Final Inspection ^ Certificate of Occupancy ^ Date .,' _ - _ _ __ ---~ ~, CITY OF ~,~sttic /3ec~.>Li - ~~ivtsc~ri Office of Building Official REQUEST FOR lNSPECTlON Date /~~"- ,- ~.~ ~: ~~~ Time -~ " ~ r..-~. ~ Permit No, _ _ Received P.M. / District No. J ddress Local Owner's ~ ~ _ _ Name t--' a ~' '' x-"~ Contracto ~ BUILDING CONCRETE ELE CAt PLUMBING MECHANICAL Framing Re Roofing ^ ^ Footing Siab ^ ou Rough ^ Air. Cond. & ^ ^ Temp Pole ^ Top Out ^ Heating Lintel ^ Fire Place ^ Pre Fab READY FOR INSP Mon. Tues. ~{~/~, A.M. Thurs. Friday p, M, Inspection Made ~ ~-3! ~%1-y~ p: M: inspector /~' a-. •-~. _ Final Inspection -T-~ ~n M Certificate of Occupancy ~~ L L -J (~~' ~`CJ " , I~ +~~~~U 1 Date - ~ CITY OF ' .~_ ~~ }~'~! Official ~.~ "~a Office of Building (~.,' - T~ , - 1 ~:~ EQUEST FOR INSPECTION q `~ " . r ' 1, 1/ Permit No. "~ J liL/ A.M Date Time P ..__,.,,,o,~ /1 /~ totality ' Job Adores- v L Owner's PL~yMBING Name E~ CTRICAt ' CONCRETE ^ Rough ~ p Out BUILDING J Footing ~ Temp Pole ^ Sewer Framing r Slab L. Final Re Roofing ~ Lintel Insulation READY FOR INSPECTION Thurs. Wed. MECHAIy1CAL Air Cond. & n Heating ^ Fire Piace Pre Fab A_M. Friday Tues. r- A.M. Mon. ('1 pM. ~ Q` ~ ectio Final Insp Inspection Made ertificate of Occ ancy G Inspe r ~/`~"-~ Date l~~~ Date ___ Time Received /~ Tf~l~ ~ ~f ~. ~ 9 ii "TOP DuT D0~1 ~ Ifv ~/-Ze ~4 ~' o - 2- ~- .~. --~:~~ _~_d,,- , ..... /~ Address Name BUILDING Framing Re Roofing !nsu!ation CONCRETE Footing - Slab - Lintel - // ~i Q Locality ~~ ~ -- __ Contractor ELE~RICAL PLUMBING ~ MECHANICAL Rough Wiring Roug Air Cond. & -. Temp Pole Top Out = Heating r, Final = Sewer __ Fire Place Pre Fab READY R INSPECTION A.M. t ` P.M. Mon. Tues. Wed Thurs. Friday O ~ ~ 2 ~C ~ A.M. Inspection Made _ _ ,J - P.M. Fina! Inspection ._ ~,;p.cstor__ ___ __ - Certificate of Occupancy ~ ,C~~~-L. Qate ---- /-_ / CITY~O/F 1Q~(~Wf~fC ~~1-L Office of Building ffic' REQUEST FOR IN CTION Date ~.~ ~ .... Permit No. Time A. M. - Received n P,M. / ) Job Adress ~ J Localit Owner's N ame Contractor BUILDING CO RETE ELECTRICAL PLUMBING MECHANICAL Framing ~ Footing ~_ Rough Wiring ~ Rough ~ ~ Air Cond. & i Re Roofing ~' Insulation i= Slab Li t l ~ Temp Pole Ci ' Top Out Heating n e _ Final C Sewer Fire Place Pre Fab N READY FOR INSPECTIO Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection de - Z^ ' - Inspector ~ *""~"' Final Inspection i ica e of Occupancy Cl Date ~ t CITY OF 2 e Office of Building Official REQIIi=ST FOR INSPECTION Date Permit No. Time + ~_ ~. ~/`~~~ ~ Received ~ ` ~ ~ P.M. Job A ess ~ lity G Owner's e ~ ~~~~~ Name ~ ~_ Cbnt[act_ o~ BUILDIN CONCRETE ELECTRICAL ~ ^ PLUMBING u h R MECHANICAL ^ Air Cond. & ^ min Fr C Footing Rou h Wir~ig-- g o a g Re Roofing ^ Slab ~ ^ Temp Pole 66 ~~ ^ To Out P Sewer ~ Heating ce ^ ~ 1 Insulation a Linie! Cl Final re Fab p READY FOR INSPECTION Wed Thurs. Friday Mon. Tues. . ~~ / C~ ~ A.M. Inspection Made - [ P.M. Final Inspecti ~ Inspector - Certificate of ccup Date ,~ ~~ fLOR A ~ `' Permittee: James A. and Monica R. Stranahan clo Thomas G. Tomasello, Esquire Post Office Box 13148 Tallahassee, Florida .32317-3148 Permit Number: DU-335 ATF CF Permit Expu•es: August 20, 2007 You are hereby granted final authorization to proceed with the construction or activities authorized by the permit number referenced above. Authorized work must conform with the detailed project description, approved plans, and all conditions including preconstruction requirements included in the final order. A brief description of the authorized work follows. Project Description: After-The-Fact Rebuilt Single-Family Dwelling. Project Location: Between approximately 200 feet and 250. feet south of the Department of Environmental Protection's reference monument R-46, in Duval County. Project address: ~r2f1'' Beach Avenue, Atlantic Beach. l~ ~ 5 Special Instructions: A preconstruction conference is required. Questions regarding the permit or this notice should be directed to the undersigned at: ~~ Bureau of Beaches and Coastal Systems ~` 3900 Commonwealth Blvd. - M.S. 300 0 l~~~ / a Tallahassee, Florida 32399-3000 Date of Notice William S. Wilkinson, E.S. Telephone (850) 487-4475 WSW/jg cc: Permit File Permit Information Center Bobbie Nelson, Field Inspector James A. and Monica R. Stranahan, Property Owner City of Atlantic Beach Building Official FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE TO PROCEED o~F~~_,3, cR~~.o„9~, Post Conspicuously on the Site CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH, FLORIDA 32233-4318 TELEPHONE: (904) 247-5834 FAX: (904) 247-5843 SUNCOM: 852-5834 www.coab.us September 26, 2007 Mr. James Stranahan 1625 Beach Avenue Atlantic Beach, FL 32233 RE: Erosion Causing Sand Buildup in Street Dear Mr. Stranahan: Recently I received a complaint regarding dirt and sand eroding from the north side of your home onto neighboring lots and into the right of way on Beach Avenue. I inspected the site today and found that the area along the north side of your home has not been properly stabilized and an excessive amount of sand is being washed off your property into the right of way. Please take action immediately to resolve the erosion issue. One possible solution would be to construct a small terrace wall at the bottom of the gap and' backfill to reduce the slope and thus reduce the water velocity. Alternatively, the area could be fully vegetated to provide root structure to slow the storm water run off and reduce the sand carried with it to the street. If you have any questions, please contact me at 247-5834. Sincerely, Ri k Carper, P.E. Public Works Director cc: Dave Hufstetler, Building Official RC/~ C:\Documents and Settings\Ishowman\Local Settings\Ternporary^In~emet Files\OLK42BA11625 Beach_erosion-8-27-07.doc ~~ © ~o~ ~~© ~, ~~~3 ~~}-~~(1 ~ ~1 ~~ ~- ~ r fit (~t ~~ ~~` ~ ~ = ~3~~ ~ ~~ ~~ ~~~~ ~` ~' ~ ~ --'t t~ ~JNtTlrp STATES PpSTAL SERi1C~ OFFICIAL BUSINESS F~~'YourO~ ~ 0 IPC ~~itarrts ~, 2, 3. +nd 4 on ~ AtfM11 to iron4 of srtioir if ~~ ~~~ R ~ Redo+s~ aUcla'•Rrturrr RACeipt ~shd" adjaartt to numttsn, ~~TM FoR PRry~rfi RETURl~1 use. s~o TQ ~ Print Sir's L-- Z~tP (?psJg M space below, r ~S ~r~ '~. ~. . ~~~ ~ , ~d ~.~~ ~~~ ~ ~ ~~ ~-`~ G o~ ~~ ~ ~~ ~~ ~- ~ f ~- ~ ~ -~ ~- ~~ R ~~~ ~~ ~~~ ~~ #"' Y ~~ ~~~~~ c-c . c~.~ t ~ v2 ,5 (~ ~ "~' GC~f" ~ / fir.- ( +~ i S ~ 3~.. .. C.. S ,:~!5 -~, +. Oi c`? '' s ~.,~ ~ _. ~'_, ~ , P 631 892 443 RECEIPT FOR CERTIFIER MAIL NO INSURANCE COVERAGE PROVIDED NOT FOR INTERNATIONAL MAIL {See Reverse) A M C7 "! nom'. UJ N m r a m LLp O c°+~ O W to a i...ss Sent to ( ~ ] Street and No. ~'~~ ~~ P.O., State and ZIP Code ~ ~~. 33 Postage $ Certified Fee I Special Delivery Fee Restricted Delivery Fee Return Receipt Showing D li d d D e vere ate to whom an Return receipt showing to whom, Date, and Address of Delivery TOTAL Postage and Fees $ ~ Postmark or Date STAGE, SERVICES. lLee isooil TO ARTICLE TO COVER FIRST CLASS OPTIONAL ress side of the arircle STChAROES FOR AN`i SELECTED of the add r rural carf18r STICK POSTAGE on tee ceft portion or hand rt to you ` r IF1E4 MA1t FEE.. AN6 un_:m,ed stun ervice w,ndow CERT strCk t*~e 9 office s side at the marked It tp0 article of a P°st e eipt host- w onion of the address rt ~uu want thts eo and pr seg. on the ceh R mp roc8 p d.~~C:, t*,r-led Stub eav nq st+c~ '~° 9u ~ return rececpt card. ,no ex, a r,`rar9e' °~.matkeo. a„ ine artc~e address on a otherwcse. affix +M5 at?,pt Q , and g ottd 'ite- wa t , t„e re e.l,.. °ur nam ac perm number. L t ou do not a a,., a ,, number and R£~13£ ends it soa to the ,e detac'-~ and r,F e,rtii,ea me 9umm 5T£A a8~ nt a~,cie. da .. e r~ means oI endorse return `pi eipt write he arti:, £ipT addressee. F°rT 38W`~natc',etttndo se+no~ e~`tat'ee R£TURN R£C 'o a,~~ authorized anent of the ,eceiptis re- ° the aodresse. Ge,pt 4t return t° bask 9~ a• 1e t [h6 a '` Y Ue El V£RYi ~1edre front o' the a°4nate spaces or Cne front o. re ou want TRIC~£~ Q it ,ne appc' Sgt ~, A£5 re se ~as eq~e ~s rn 0.em t o4 f-orm tart V ~Jy ter fees , caore'~ oU En ne a~P make t.~pccry t .neck t r ou ~esede thc< rece~.pt anG pcesen` tit c y .~ /:~ LL `YOUR FRIENDS. 1625 BEACH AVE OCEAN VIEW POOL, HOT TUB TO BE SOLD AS IS ~ 275,000 ~~}I~TA~~T F`~~TEI~ HA~RI~'~TEh~ F'~R ~lt~F~E i(~lFt~. ~F'EI~E: ~~~-~~~~4 DEG 10 2003 5:48PM HP LRSERJET 3200 OIu Sawyerr, P.E. Bureau of Beaches and Wetland Resources, MS# 300 Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, FL 32399-3000 Re: James and Monica Stranahan Residence 1625 Beach Avenue Dear Mr. Sawyerr: In January, 2002, the City of Atlantic Beach Building Department issued a remodeling permit (:number 23284), to James and Monica Stranahan to covert an existing triplex into a single family residence. The address of the project is 1625 Beach Avenue. The remodeling project would result in a four level (including the garaged residence. It is the City's understanding that the Florida Department of Environmental Protection has, in writing, instructed the Stranahans to stop construction of the remodeling p roject b ecause t he S tranahans d o n of h ave a p ermit from F DEP a nd a Iso because the project is not exempt from FDEP pcrnlit requirements as a modification or remodeling of an existing structure. Mr. Stranahan has informed the City that he has filed an after the fact permit application with the FDEP and that FDEP is processing that application. The purpose of this letter it twofold. First, the City informs FDEP that the remodeling project as approved by the City and as constructed to date does not contravene local setback requirements, zoning or building codes, and is consistent with the City's comprehensive plan. Second, it is the City's position that the project as structurally designed, permitted and constructed meets all building code requirements, and that the project may proceed to completion as a remodeling project. Sincerely, p.2 Atlantic Beach Building Department DEC 10 2003 5:48PM HP LRSERJET 3200 TxoMAS G. ToM_ASEI.LO, P.A. ATTORNEY AND COUNSF_LOR A'1' LAW FACSIMILE To: Jim Stranahan Fax #: 904.249.3354 From: Tom Tomasello Re: DU-335 ATF Date: December 10, 2003 POST OFFICE BOX 13145 TALLAIiASSEE, FL 32317-3]48 (85U) 224-9199 FAX(85U) 224-81)44 I'sMAI7.: TGTPA~Jearthlink.net p.l Message: Attached is a draft letter for the City to consider. Thank you. TOTAL NO. OF PAGES: 2 (INCLUDNG THIS COVER SHEET ORIGINAL TO FOLLOW U.S. MAIL: NO This facsimile is intended only for the use of the addressee(s) named herein and it may cotrtain legally privileged and(or confidential information. If you are not the intended recipient of the facsimile, or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this facsimile is strictly prohibited. If you have received this facsimile in error, please notify us by telephone and return the original facsimilc to us at the address above via the United States Postal Ser<~ice. i. ~~.~, . ~. .~ ~ . ~.,~:~ ~. ~~ .,vuuuCrclal Large Residential Number of Meters ~ Overhead Underground ~~ Underground Up Pole Square Footage of Building 5~'~ Unmetered Main Lighting Load _,~_ VA x Square Feet ~,~ofl - ~G, s'ao VA x Square Feet l ~' „~~ ~i~o ,~ ~ VA x Square Feet/ ~ ,._s'aa ~ 3er'~a 4<b3~~' Demand Factors _____ _ _ j~ -- 78 ~- Non-General Illumination Loads x VA x VA Show Window Lighting Linear Feet x 200 VA Other Outlets x 180 VA Demand Factors Multiple Outlet Assembly 180 VA per 5 feet Cooking Equipment / ~'~ Water Heaters ~ x 100 % ~D~ Sign Circuits x 1200 VA Motor Loads : Size HP Quantity 1PH: 3PH: 25 °l° of Largest Motor/o l~~ Heat Load: Size ~~;~~~Quant. 1PH,/ 3PH, _______, ~ A/C Load : Size Quant. 1PH _ 3PH _ A/C Ht Pmp :Size Quant. 1PH ~ 3PH Other Loads f ~ ~. ~ ...~,__ 3 aaa .. fry Notes Total VA /ref} , ~~-..i Voltage Phase ~_ Total Amps ~.-5~ _ ~ Wire Size _ ~"~ ~~ ht _~- Total 1 PH Load Total 3PH Load C Signature ~' --~_ License # : ~-J/2 ~~~~~-', (Qualifying Agen 's Name or Professional Engineer) J Additional attachments may be made. APPLICATTON FOR VARIANCE NEXT MEETING DATE: C)' EYEING DEADLINE : __~~~~~ PLEASE TYPE OR PRINT TN INK APPLICATION FEE $75.00 TO REQUEST A VARIANCE FROM THE REGULATIONS INDICATED HEREIN, THE APPLICANT MUST SHOW THAT THERE ARE UNNECESSARY HARDSHIPS IN CARRYING OUT THE STRICT LETTER OF THE CODE. Applicants Name .~~"'.~' ~,~c-fir .'G~,~ Address City, State, Zip °Jevr~ CI'~yt~tv,~t`i Owners Name Address ~9TC~-~~ ~ ~'~s~ ~ 1 ~L ,~ ~..~ City, State, Zip Telephone : _~~'~' (~ b „~.~.__ Telephone : ~ 7 ~" t:f ~~~ Street address and legal description of subject property: Note: Copy of deed and survey or plot plan indicating proposed construction must be attached. Zoning classification of property: Section of cade Pram which variance is sought: Describe variance requested: G1~"( ~?cGK. VDcR-,t ~'GE '~-'~ h1o N ~ Gc>tJ~"o R M i N t+s 1-~+'T V TI 1.1211) Gc ~~"t ~ c-+••~ S a¢ T1r~ +PcXt ~„'r', ta'(RuG-T~ der Supporting data which should be considered by Board:, GNrA-1J GsE't~ p~.,a ~ N ter S '-tea R~.FI..~ ~-'(° "fi'1'~'E RE®yE ~T<a ~ 4'~ '~c~Q.O A"~.. Y~ ~~1~A2-f ME~T•t1NG. CITY OF ATLANTIC BEACH, FLORIDA ADProwdDy APPLICATION fOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: ~`~~ ~ 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS. CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ~ ~ ~ " a NAME_ ~ '~~ "' "~ ~ADDRESS• ~~" '' ~R~ r ~ RFD BOX BLDG. SIZE BETWEEN: RES.1 1 APT.1 1 COMM. ( 1 PUBLIC 1 1 INDUS.1 1 NEW ( ) OLD ( 1 REW. ( 1 ADDITION ( ) TRAILER ( 1 TEMP. ( 1 SIGNS ( 1 SO. FT. SERVICE: NEW ( 1 INCREASE ( 1 REPAIR ( ~ FEE mNDUCTAii SIZE ,may ~ r ~"'~ AMPS , ~ ~~ r P.APPFR ( - ,~r ~'° dl I1~I1 ! 1 SIMTCH OR BREAKER AMPS PH W VOLT RAC WAY ~ , EiXIST. SERV. SIZE ~ AMPS I PH W ,~~~ VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE ,, LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL ,j•' O•~O AMPB. ~1•f00 AMPS. SWITCHES INCANDESCENT FLUORESCENT A M. V. FIXED O•f00 AMP B. OVER APPLIANCES ~ BELL TRANS F. AIR CONDITIONING H.P. RATING COMP. MOTOR H.P.,RATING OTHER MOTORS AMPS CELL HEAT: KW-HEAT MOTORS H QI .P. VOLTAGE PHS NO. OVER 1 H.P. VOLTAGE PHS MISCELLANEO US ~ ~VUI CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: ~' Z ~ 19 t ~ iMPOATANT 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. BLDG. SIZE BETWEEN: RES. (~ APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ! OLD (~ REW. ( ) ADDITION ( ) TRAILER ( ! TEMP, ( i SIGNS ( ) SQ. FT: SERVICE: NEW ( 1 INCREASE ( ) ,REPAIR ( ~ CONDUCTOR SIZE AMPS CAPPER 1 1 el IIM ! 1 FEE ._.. SWITCH OR BREAKER AMPS PH W VOLT R C EXIST. SERV. S12E . Z G> ~~ AMPS ~ PH ~ W 7 C ~ VOLT S C'~ RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMP8. X1.100 AMPS. swircHSs INCANDESCENT FLUORESCENT & M. V. FIXfiD o.loo AMP 8. OVER AaPL1ANCes BELL TRANS F: AIR CONDITIONING H.P. RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CELL HEAT: KW-HEAT MOTORS Q H '1 .P. VOLTAGE PHS N0. OVER 1 N.P. VOLTAGE PHS MISCELLANEOUS ct ~, . W w. c~ ~-• C ~k •J . . NAME " e~ ~~L--"' 2''( ADDRESS:_ ~ ~ ZS ~ C~ c.l.. ~L--, RFD BOX CITY OF ATLANTIC BEACH, FLORIDA D ~~ ~ Approved by APPLfCAT10N FOR ELECTRfCAf. PERMIT 70 THE CHIEF ELECTRICAL INSPECTOR: DATE: L O I9~ 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 7HE ELECTRICAL REGULATIONS, CODES AND C}TY OF ATLANTIC BEACH ORDINANCES. ..-, ~ ELECTRICAL FIRM• MA~TtK t~tV~t~V~Arv~~urvr~~ut~¢ r~_ .n,rvn~i,i~Y~r~~r NAME ~dl~ ~`~" 2\ ( ADDRESS: J~2 ~ ~~~C1"`~ ~~ • RFD BOX BLDG. SIZE BETWEEN: RES. ( ) APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW ( } OLD (~ REW. (~ ADDITION ( } TRAILER ( ) TEMP. ~ ) SIGNS ( } SQ. FT. SERVICE: NEW ( ? INCREASE ( ) REPAIR ( ) FE/E~,~ nnwin~ in~rne ci~c eMPC Cf~PPER i 1 ALUM. I ) ( u' ' O SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE Z©~ AMPS J PH 3 W ~So VOLT ~~~ RACEWAY ~a _ o FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS GONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.80 AMPS. 91.100 AMPS. swircH~s 1 NCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. OVER raPP~tANCES BELL TRANS F: AIR N.P. RATING CONDITIONING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CELL HEAT: KW-HEAT MOTORS 0.1 H.P. VOLTAGE PHS OVER NO. 1 R•p• VOLTAGE PHS _ ___ ___ _ _ _.__ .... . _ n EACN SIGN 1 ~ INCANDESCENT LAMPS TIME SWITCH FLUORESCENT LAMPS DISCONNECT NUMBER SIGNS RECONNECT NUMBER SIGNS MISCELLANEOUS WELDERS: TRANSFORMER TYPE NO. PR1. AMPS PHS NO. PR1, AMPS PHS MG MOTOR NO. H.P. VOLT PHS AMP GENERATOR NO. K.W. VOLT AMPS TRANSFORMERS: UNDER 600 V. OVER B00 V.. NO. KVA NO. KVA ORWARD UTILITIES: CITY ( REA l ) ) FLA. LIGHT & POWER l OKEFENOKEE ( ) ) CLAY COOP. ( OTHER ( ) ) WORK BEING DONE FOR ADDRESS OWNER • AGENT • GENERAL CONTRACTOR ~o7I v CITY OF ATLANTIC BEACH, FLORIDA Approved b~ App~~CAT10N FOR ELECTRICAI. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: , vS~ ~ ~ 19 `~ IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ~ L L ~ t` ~.~ ~ -e c~C iC/~ L. ~ C--~ oo a FsFs-1 ~ ELECTRICAL FIRM: MecTFR FI R~rlenl e~rtierl Ict ~.,~ ~o.~~....... NAME- ~o b `~~'N'~\ r ADDRESS: ~ ~ 2 S V~ E-~c I~ F~N~ RFD BOX BLDG. SIZE BETWEEN: RES. ~) APT. ( ) COMM. ( ) PUBLIC ( 1 INDUS. ( 1 ADDITION ( 1 TRAILER ( 1 SERVICE: NEW r CONDUCTOR SIZE ~~ TEMP. SIGNS ( 1 INCREASE( 1 REPAIR( ) AMPS `~'~ CnPPER 1 1 NEW ( ! OLD ~) REW. ( 1 SQ. FT. FEE _ e l I lne r ~-1' SWITCH OR BREAKER ~ AMPS PH W 3UVOLT , /~ RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.90 AMPS. 81 • 100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANS F. AIR H.P. RATING CONDITIONING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEIL HEAT: KW-HEAT MOTORS ~•~ H.P. VOLTAGE PHS NO. OVER 1 H.P. VOLTAGE PHS MISCELLANEO US INCANDESCENT LAMPS TIME SWITCH FLUORESCENT (AMPS DISCONNECT NUMBER SIGNS RECONNECT NUMBER SIGNS MISCELLANEOUS WELDERS: TRANSFORMER TYPE NO. PRI. AMPS PHS NO. PRi. AMPS PHS MG MOTOR NO. H.P. VOLT PHS AMP GENERATOR NO. K.W. VOLT AMPS TRANSFORMERS: UNDER 600 V. OVER 600 V.. NO. KVA NO. KVA FE ' FORWARD UTIUTiES: CITY ( ) FLA. LIGHT & POWER ( REAL ) OKEFENOKEE( ) ) CLAY COOP, ( ) OTHER( 1 WORK BEING DONE FOR ADDRESS OWNER • AGENT • GENERAL CONTRACTOR raw. +sss ~wws ~' AA~IC~ IOwM ~ ~s s~~.~s ~~~ ~~ ~~arm~rt~Ytar~e~r~ex~f aosrnss sr ouK~asra The undersigned hereby informs a!1 concerned that improvement: will be mado to certain real property, and in accordance with section 713.13 of the Florida Statute; ttN foliowirp information is stated in this NOTICE OF CUM..1MENCEMENT. 1 Ossuiplion aF prap~rey............1....~r..~.'~..~~.»..~~~:..~ ~:.~~~... J.~, .~' ,'»~»~.~ ...............».... . c c: G' c»~C ..~. W .......................... f~...........»..........................................»...,.»................................................».......».»...»......»......».......».w.»...................._.................... Owner.. -,~~ c• :~ ~~~ ,~ Owner's iNeresl in silo of the improwmiwM...........~ .. C ../.~~'.:L::~ ...»»..».»..~........~..»..,.».........».........».....»........ fN Simple Tide holder cif ether llwn e~wnerj Nunn..................1..~......L..~.s~.~~ .....................,...._......................................................................................»........ ........ a-ddra: ...........................................................................».».........................................................................».........................». ..».».».............. Surrty Gf «h-~........._..._........_..........»........»»..»»......»...»..»..»»..» ...................»_.......».»............_..»......... .....».... Name e! oerNa williin the Stall of Horne ~eei~naled by ov~ner ~ wt~ nalioes or vllnr doaewss~Ms mn- be Nrvedc Addrsss .....................................................»................................................».....:..............,........................................... .»...............».. ..... In addition to himself, owner designatetr tho following ponoti to reaiw a copy of the i_ienors Notice as provided in Section 713.13 (1~ (F1, Florida 5tawtes. (F~ili in at Owner's optionl. Nsn,a ......................_..~...~.~ ~? ~e~.....»M..MM....»»»»....w.M.»...»w.....»»»».r.....»I»....M..N1»»N».......».»...»..... ~..~..»......A» ..M..~..u...»r+.ti•..N...H./... .w...F.......... r...MMw..w.... ~~ _~.1 -~- ~ 5 .~~ ~ l ~ ~`~ ,, ; ~ ~ ~, it ~'~ ~f ~~Ts.' ~,, ~~ ~~ t ~ ~~~ ~ ~ .~ r ~ ~ S ~ V~ .` f ,,i ~`, ~~ ~, "1'~, ~~ ~~~ J '1 ,, ~~ ~ i ~ J ,4 ~, ~''~'1 ~~~ ~'t~ ~, ~~~q~Cr~~ g ~ ~r~fls ~~X ~ a `~.. S~~ r ~ ~~ ~,~ .... ,1,- ~ ~~~ ~~~~~~~ ~ y ~'"~ ~ ~'t~S ~- ~ ~G `r ~ a~ ~ ~ I`z--w ~~ t ~, /~~~`a ~ L ,~ ~ 1 ;t ~ ~ '`,1 ~ ~ is ,ti ll ,', ~; ,1r :% ~, 1~ ;; i1 ,1 .; ,fir i ~~~~