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HomeMy WebLinkAbout360 Bella Rosa CirJOY RECEIVED MAY 20`11 CITY OF SANFORD 4 BUILDING & FIRE PREVENTION BY: PERMIT APPLICATION 2 J Application No: Documented Construction Value: $W��ALI t / -- .Job Address: Ristoric District: Ws ❑ No Parcel zoning: Description ot'Work. Plan Review Contact Person. Phone: (1& 1 ),, 4-1 (P Name Li "m,, z kov- c -f, - Street: 1536eo Title: k"" "-r Fax:ba -k-w S -V - 1� 1) P t Property Owner Information Q- %'jc , 3Njk-lc- 21() City, State Zip: 3 3 -1 co P ho fie: (-[Q l ) -LV- I CZ - \-1 0 ci Resident of property? : Contractor Information Name Phone: Street: k'55C30 Fax: V -1-k k-0 City, State Zip: State License No.: C6C----15i Oike Architect/Engineer Information Name. -mo,� G jAn— b(t_ly Phone: Street: Fax: City, St, Zip: "D a rj F-utaitAoiv,ra, s,20( -A .{A if Boading Company ±jAA 9 Address. P/0 0 _2 ell /0 Mortgage Lender: N�A Address - 4)Z4 -6--q-7/1 (0/4 PERMIT INFORMATION 1.11zilding Permit Square Footage- Cons(ructiouType: No. of StOrles", !"',k). of Dwelling Units: Flood Zone: -ical Plumbing fA `service -- No. of ANIPS: I`�'id,chr,a.r7ia.�,�l � (thick layout required tier tu,�, aystc;zn�) .3 a3S� New CuusU-action - No. (41 Fixtures: I IN wv-w 2x6 SUPPORT 16" DEEP FLOOR SYSTEM 1/2 WALL W1 WOOD CAP @ 43 -1/2" A.F.F. OR HANDRAIL W/ BALLUSTERS PER SPECS. 1st F SCALE: rw TI1c1i, 12'-0112" 81 2 RISERS + I TREAD NOT TO EXCEED 25" (2)7".25 + 9.5 = 24.00" NOT TO INCLUDE NOSE. 1/2 WALL W/ WOOD CAP (a-_) 43 1/2" A.F.F. OR 2x4 STUD WALL IS T-0" 12'-0" BALLUSTERS PER SPECS. 3-1/2" ABOVE 81 -AIR DESCRIPTION 16070 12'-0" V-4" 12'-4" 61-01, 6,4' 192" X 84" NEWELL IF) BALLUSTERS AND FLOOR POST CUT HANDRAILS ARE SYSTEM INTO CAP USED PEI", SPECS. 2-2" 9 112 �1 6'4 x 6-8' SLIDING GLASS DOOR _ 23 SH cf) V-13` x 64' 81 FOLD 1868 H. B. -7 x 1-13" x 6 -8" BI FOLD L- w W CD 0LL r� < 1 0 �—J L---- [- (3) 2x12 WD — 2068 1 Lu < 26" x 82" A.F.F. D/W COVERED LANAI 2468 1 3 LANDING SINK 2668 6 STRINGERS 31.4" 2'43" 6-0" X, F28.7 36.7 PSF ;28.71-31.3 PS� CIO KITCHEN 2668 1 Lr) Lo 32" x K" A.F.F. 6068,9GD6068 SGD% j II q'i AT j 11,0" x 10,0" =777-777T 94" CLG xr 2868 1 u :E 34'x 83" A.F.F. 2'-81' Av 64' DOOR 2868 "FILE 34"x 83" A F F 2'-8" x 6'-8' SOLID CORE DOOR 5068 BI 10, ISLAND O. _r 6T X 8� 64' x 6-8` DBL BIFOLD 6068 1 74"02` A.F.F. 6--0` x 6-8` DBL BIFOLD NOTES: BREAKFAST C) > FAMILY ROOM 11'10" x 10,8" w 0 Lu IL x 0 168" x 184" 9'4" CLG W REF, 9'4" CLG TILE A' CARPET AT LL u- < 0 –i T4 T- T-13" T - 0 uj TO j -- �'tT DE��� E 2-00-8 BF C E— I 7'-6" A.F.F' w 4" DEEP AFPH 6" WALL @ 71-611 A.F. �Jc? DINNING TO HALL TJ Z WD.BATH < 10 Tfj EL it) "0" CL TILE c� 3112'3" E2 DEEP ARC' i " F PED.— AT @ 716 A, F DINING ROOM R, ROOM 12 112" x 11'0" CLG LINE UP ARCH VV/ CORNERS,— - 94" ARCH WIDTH MAY VARY,CARPET 2't 2' -3 10 ARCH 8' A.F.F. �//z HALL 1 ABOVE -- -''- -1+29,61 32.3 PSF CARPET 7/ �0 7 WALL W/ WOO 0 CAP OF, 6- 3 7RAILING 2- S.C. �� PER SPECS. i - F) 2 CAR GARAGE 1-------- DO, MIN. - --- --- -- ---------------------------- 9'4" CLG II 4 8" - DEEP ARCH @ 87- - A.F.F. ---------- TION IN FF AME 1/2" DRYWALL ON FRAME WALLS R-11 INSA 31 <(AA WALLS 5/8" GYP. TYPE "X" ON CEILING PAINTALL. SEE j 2 ZAi SPECIFICATION SHEET FOR CEILING TEXTURE TYPE; -- 1 jS, 14'-9" 4'-0" 12'-21' ------ _------- 6" WALL 6e «, � _� i2 19-4- 3 a C-14 LIVING ROOM 0 N Il 13'6" x 11'8" % `� ' 94" FOYER CARPECLGT TILE--------------------------------------------------- ---- I C? 1-34.6 It - 37.7 PSF -PNI- 35 SH X �y] 011 to 0x7 0O.H. GARAGE DOOR +26.41- 29.4 ffFj- --16x16 SQUARE COLUMN (TOP 8-41) — --CMU BLOCKS F11. W/GROUT T016 21-0" 161-01, 2'41 1'41 31-61f 11 VVI NON STRUCT FRAME VARIES P 20'-0" 6--0" 13'-0" 30--0" 2x6 SUPPORT 16" DEEP FLOOR SYSTEM 1/2 WALL W1 WOOD CAP @ 43 -1/2" A.F.F. OR HANDRAIL W/ BALLUSTERS PER SPECS. 1st F SCALE: rw TI1c1i, 12'-0112" 81 2 RISERS + I TREAD NOT TO EXCEED 25" (2)7".25 + 9.5 = 24.00" NOT TO INCLUDE NOSE. 1/2 WALL W/ WOOD CAP (a-_) 43 1/2" A.F.F. OR 2x4 STUD WALL IS HANDRAIL W/ BALLUSTERS PER SPECS. 3-1/2" ABOVE 81 -AIR DESCRIPTION 16070 TREADS WHEN 192" X 84" NEWELL IF) BALLUSTERS AND FLOOR POST CUT HANDRAILS ARE SYSTEM INTO CAP USED PEI", SPECS. 2 9 112 �1 6'4 x 6-8' SLIDING GLASS DOOR _ 2 cf) V-13` x 64' 81 FOLD 1868 1 x 1-13" x 6 -8" BI FOLD L- w W CD 0LL r� < 1 26" x 57" A.F.F. (3) 2x12 WD — 2068 1 Lu < 26" x 82" A.F.F. 2',01' x 6.8" BIFOLD 2468 1 3 LANDING 2'41' x 6-8` DOOR 2668 6 STRINGERS 2'4' x 6,8" DOOR 2668 1 Lr) Lo 32" x K" A.F.F. 2'-13" x 6-8` POCKET DOOR 2868 1 u :E 34'x 83" A.F.F. 2'-81' Av 64' DOOR 2868 1 TO DOOR NUMBER < Lu co ce5 c? 1�2 DESCRIPTION 16070 1 192" X 84" 16-0" x T -O" OVERHEAD BANCO GARAGE DOOR 3068 B EAK RE: FAST A 1 (3) 2A 2 WD PANTRY STRINGERS ROOM 1/2 WALL W/ WOOD CAP @D 43 1/2" A.F.F. OR HANDRAIL W1 BALLUSTERS PER SPECS. 1_z 9`-01/2" 3: Cl 'ED RISER (WD) STAIR W/2 X 12 STRINGERS & SECURE STRINGERS TO SLAB W/P.T. 16 RISERS @ 7 9/16" + 1 LANDING Pi 7 3/4" = 10'-8 3/4" RISE '16 TREADS = 91/2" 2XJ,�j CUT WD. TREADS WRAPPED WITH CARPET 2x4 LEDGER ATTACH W/ 10d CUT NAILS STAIR DETAIL AA OU STAIR DETAIL B8 STONEWOOD8,TAIRWAY L SOLID 'A.F.F. JRAL ER ELEV. DOOR SCHEDULE DOOR NUMBER QUANTITY MASONRY OPENING �FRAME OPENING DESCRIPTION 16070 1 192" X 84" 16-0" x T -O" OVERHEAD BANCO GARAGE DOOR 3068 1 41"x81" 3-0" x 6-8" DOOR 6068 SGD 2 74"x81" 6'4 x 6-8' SLIDING GLASS DOOR 1668 2 20" x 82" A.F.F. V-13` x 64' 81 FOLD 1868 1 20" x 82'A,F,F. 1-13" x 6 -8" BI FOLD 20461 CD 0LL r� < 1 26" x 57" A.F.F. 2-0 x 4-13" DOOR 2068 1 Lu < 26" x 82" A.F.F. 2',01' x 6.8" BIFOLD 2468 1 30" x 83" A.F.F. 2'41' x 6-8` DOOR 2668 6 .32" x 83" A.F.F. 2'4' x 6,8" DOOR 2668 1 Lr) Lo 32" x K" A.F.F. 2'-13" x 6-8` POCKET DOOR 2868 1 u :E 34'x 83" A.F.F. 2'-81' Av 64' DOOR 2868 1 34"x 83" A F F 2'-8" x 6'-8' SOLID CORE DOOR 5068 1 _r 6T X 8� 64' x 6-8` DBL BIFOLD 6068 1 74"02` A.F.F. 6--0` x 6-8` DBL BIFOLD NOTES: I ALL INT. DOORS ARE TO BE HOLLOW CORE U.N.O. 2) ENTRY DOOR TO BE FIBERGLASS I)m z c DISHWASHER/SINK At TILE TUB TO 7--D" TUB 0HALL BATH 2ND FLOOR REFRIGERATOR/CABINET RANGE/HOOD Al 6UARP AND H/ •1INDFZAIL 1\10-FE5 HALL LEEAEND e R-31.>.2 (-jV/NR9 OPENIN5 I k-fAT'IoNa T Of- 9JARD5 ON Or 11 5A. REGUIREE) 6 PA151-E-0 FLOOR AREA -5, L,60f;4[iE5 ARP P,-A1,rF1E5 A 'if- - I - RA,f.5 OR a4�'AMFNITA�j- 5FIALL HAVE IN-11ER�1ECAAA OF I"I'A'5ONR-f 0`- A fl' --411 A.F.F. GI-05URE5 NHIGH DO NO L 0 PA-65AIO' II -IR I"m 5PHERE 4 1 NICAE5 692 mm ! () . E X G E P 110 'r 15. 1. THF *-"%R 0 ENI '�10 zf� -;W TRIS RISER, TREAD AND OF A AT `--77CW7;77–j WICATE15 bE,&R,106 HALL TFE-1- OPEN 51PE OF A 5T/�;l -P 5 fip�L�: b Imc-14EE-5 (152 BE OF SAJ61H A 51ZE j'HAT rflm) GANNOT PA55 THPL)l)(41. ,. I E-)mN510\,GO 2 OFIEN116FOR REGUIP1k6%N95 a! THE NVENTION 131PE5 Gf 5TAIR *TF--EAD5 %1 . ) 161! 1 T AIL.Loilll A 5PPEIR-E, la 4-5/?) INCHE5 (101 rnro) TO A,55"MHROUOR FIANUrRAII-5 FOR, 9-rAJPk1jP5 41ALL BE GONTINIX-11U5 FOR THIS FULL_ I..Ef,!C,-rH OF'h4E,,i, FRON A f ANT 41' FRArE PV�LL 0IFf--'GTL*( A00VF THE T01 OF THE- FLI6Hf,,-I-0 A POINT PIPEC.JL'I AFU3/0' #1 01SIA'.0-ST P15E-m OF THE4 OUT51PE FACE OF " FL16FIT. HAINIORAIL B,105 4A-11,,�, P UP1ED 4 31z PT -E SHALL TEIRMINATE 1:4 OR. 5AFEf-r' NO'HIN-11AL 6WGK 1-ERMINAL5 A5 PER 5.6.2 HANDRAIL 517E %1111 Lrd F3E IN �FROM 01051PE OF F3LOGK 1AIITH Frac,2ooll R !3115-.6.5 F OVEIR&L 4 EXTERIOR OPENING MAIENSION � Ad -L OTHER PART5 OF -J,4H CULL) P,; I E IN GONFORMANGE VIITH FRGP. 5115� FLOOF PLAN NOTES 42" HIGH MIRROR Mc ARCH DETAIL c� -LIVING 24 GFI TEMP. GARDEN ruB —J MASTER BATHROOM Al ROOM Al --- -14- I -- M SHOWER TILE TO F ,4T\MASTER BATHROOM Al INTERIOR ELEVATIONS SCALE: 1/4" =1'-0" OPEN'G MAY VARY ,(IC\ H AL L Ai E67RE55 NO'FE: E EAGI-1 BEDROOM MU5TFI; VE ONE HINDOki THIAT GOMPLIE5 EG55GODE5, IF MERE 15 NO AGGE-55 TO EXTERIOR T-111R.OUISi-11 A DOOR. THE VII NDOI l MUST HAVE A MAXIMUM,51LL HEI6,flT OF 4411 -FIN15H L�l LINE OF THAT ABOVIE PARTIGULAR ROOMFOoi L INTERIOR AN(31 ED VIALL5 ARE AT 45- 1). N. O. I550A,1111GE OFF PLAN5 FROM TH15 fAE-5165NER5 OFF-IGE 51 [AiL1__ NOT RELIEVE lflf-' '151ALPER OF RE5PON'51BILIT-i' TO i -TEVIEVI ANID VVI 11--r ALI 1,10 TE5, Dit-All-EN510145, AND ADH RENGE TO APPLIGABLE E301L91N6,1QODE5 PRIOR TO • - GOMMENGEKENT OF ANWE ', CO) FRU GTION. ANY 1-)15,REPANG)' OF ERROR IN NOTES, PIMEN510i\15, OR ADHERENIGE TO APPL I GAB1_a 5JIL911\1145 GODE5 SHALL BE EWOU61-IT TO THE ATTENTION OF THE PE5167NIER5 OFR TGE FOR GORRECTION G0Hi,-tENr,.1_F:M&IT OF AN)' C,0'11N5TPUGTION. 1--( AN REV15I0N5 OR GHANIOE5, NOT PFLATED -11-0 THE GOIRRECTION OF ERROR--, THAT ARE MA -PE AFTER THE FINAL PLAN15 HAVE BEEN GOMPLETED %-IALL BE 5UB-JEr,-r TO ADDITIONAL FEES. IF ANY MODIFIGATION5 ARE MADE TO THESE PLAN5 BY ANY OTHER PART-,( OTHER THAN THE DE516NER5 OFFIGE, THE DE516NIER 51 -',AL1- NOT BE HELD RE5PONSIBLE. 4. 64R-AC-Ec DOOR SHALL BE LABELED HITH A PER MANEfilT LABEL PROVIDED BY THE MANUFAGTURER. PERMI I /IRE /\ TABULATION 2440 STONEVIOOD I-vt FLOOR 1144 S.F. 2nd I'IL001-1, Ll\/Ii'\16'� 12cf-f S.F. 1-0-TA1__ LIVR46 2441 S.F. ENTIR-r (--/0\/'E:F,'E0 LANIAI ,ro-rAL 50. F-1-. 5027 5.F. I ANSCO ENGINEERING, LLC F Apollo beach, Florida 33572 p. 811645.0166 1. 813.645.9698 Z LLJ 0 W) =J > U, M p CD 0LL r� < 1 CL Lu 0� Lu < < < LLJ Lu _j C:) _j Ln Lr) Lo u :E Lu V) z r LK 'j C) > < r -y Lu IL x W REF, LL u- < 0 –i cy 0 uj TO f -L C) E— DINNING TO HALL ROOM I)m z c DISHWASHER/SINK At TILE TUB TO 7--D" TUB 0HALL BATH 2ND FLOOR REFRIGERATOR/CABINET RANGE/HOOD Al 6UARP AND H/ •1INDFZAIL 1\10-FE5 HALL LEEAEND e R-31.>.2 (-jV/NR9 OPENIN5 I k-fAT'IoNa T Of- 9JARD5 ON Or 11 5A. REGUIREE) 6 PA151-E-0 FLOOR AREA -5, L,60f;4[iE5 ARP P,-A1,rF1E5 A 'if- - I - RA,f.5 OR a4�'AMFNITA�j- 5FIALL HAVE IN-11ER�1ECAAA OF I"I'A'5ONR-f 0`- A fl' --411 A.F.F. GI-05URE5 NHIGH DO NO L 0 PA-65AIO' II -IR I"m 5PHERE 4 1 NICAE5 692 mm ! () . E X G E P 110 'r 15. 1. THF *-"%R 0 ENI '�10 zf� -;W TRIS RISER, TREAD AND OF A AT `--77CW7;77–j WICATE15 bE,&R,106 HALL TFE-1- OPEN 51PE OF A 5T/�;l -P 5 fip�L�: b Imc-14EE-5 (152 BE OF SAJ61H A 51ZE j'HAT rflm) GANNOT PA55 THPL)l)(41. ,. I E-)mN510\,GO 2 OFIEN116FOR REGUIP1k6%N95 a! THE NVENTION 131PE5 Gf 5TAIR *TF--EAD5 %1 . ) 161! 1 T AIL.Loilll A 5PPEIR-E, la 4-5/?) INCHE5 (101 rnro) TO A,55"MHROUOR FIANUrRAII-5 FOR, 9-rAJPk1jP5 41ALL BE GONTINIX-11U5 FOR THIS FULL_ I..Ef,!C,-rH OF'h4E,,i, FRON A f ANT 41' FRArE PV�LL 0IFf--'GTL*( A00VF THE T01 OF THE- FLI6Hf,,-I-0 A POINT PIPEC.JL'I AFU3/0' #1 01SIA'.0-ST P15E-m OF THE4 OUT51PE FACE OF " FL16FIT. HAINIORAIL B,105 4A-11,,�, P UP1ED 4 31z PT -E SHALL TEIRMINATE 1:4 OR. 5AFEf-r' NO'HIN-11AL 6WGK 1-ERMINAL5 A5 PER 5.6.2 HANDRAIL 517E %1111 Lrd F3E IN �FROM 01051PE OF F3LOGK 1AIITH Frac,2ooll R !3115-.6.5 F OVEIR&L 4 EXTERIOR OPENING MAIENSION � Ad -L OTHER PART5 OF -J,4H CULL) P,; I E IN GONFORMANGE VIITH FRGP. 5115� FLOOF PLAN NOTES 42" HIGH MIRROR Mc ARCH DETAIL c� -LIVING 24 GFI TEMP. GARDEN ruB —J MASTER BATHROOM Al ROOM Al --- -14- I -- M SHOWER TILE TO F ,4T\MASTER BATHROOM Al INTERIOR ELEVATIONS SCALE: 1/4" =1'-0" OPEN'G MAY VARY ,(IC\ H AL L Ai E67RE55 NO'FE: E EAGI-1 BEDROOM MU5TFI; VE ONE HINDOki THIAT GOMPLIE5 EG55GODE5, IF MERE 15 NO AGGE-55 TO EXTERIOR T-111R.OUISi-11 A DOOR. THE VII NDOI l MUST HAVE A MAXIMUM,51LL HEI6,flT OF 4411 -FIN15H L�l LINE OF THAT ABOVIE PARTIGULAR ROOMFOoi L INTERIOR AN(31 ED VIALL5 ARE AT 45- 1). N. O. I550A,1111GE OFF PLAN5 FROM TH15 fAE-5165NER5 OFF-IGE 51 [AiL1__ NOT RELIEVE lflf-' '151ALPER OF RE5PON'51BILIT-i' TO i -TEVIEVI ANID VVI 11--r ALI 1,10 TE5, Dit-All-EN510145, AND ADH RENGE TO APPLIGABLE E301L91N6,1QODE5 PRIOR TO • - GOMMENGEKENT OF ANWE ', CO) FRU GTION. ANY 1-)15,REPANG)' OF ERROR IN NOTES, PIMEN510i\15, OR ADHERENIGE TO APPL I GAB1_a 5JIL911\1145 GODE5 SHALL BE EWOU61-IT TO THE ATTENTION OF THE PE5167NIER5 OFR TGE FOR GORRECTION G0Hi,-tENr,.1_F:M&IT OF AN)' C,0'11N5TPUGTION. 1--( AN REV15I0N5 OR GHANIOE5, NOT PFLATED -11-0 THE GOIRRECTION OF ERROR--, THAT ARE MA -PE AFTER THE FINAL PLAN15 HAVE BEEN GOMPLETED %-IALL BE 5UB-JEr,-r TO ADDITIONAL FEES. IF ANY MODIFIGATION5 ARE MADE TO THESE PLAN5 BY ANY OTHER PART-,( OTHER THAN THE DE516NER5 OFFIGE, THE DE516NIER 51 -',AL1- NOT BE HELD RE5PONSIBLE. 4. 64R-AC-Ec DOOR SHALL BE LABELED HITH A PER MANEfilT LABEL PROVIDED BY THE MANUFAGTURER. PERMI I /IRE /\ TABULATION 2440 STONEVIOOD I-vt FLOOR 1144 S.F. 2nd I'IL001-1, Ll\/Ii'\16'� 12cf-f S.F. 1-0-TA1__ LIVR46 2441 S.F. ENTIR-r (--/0\/'E:F,'E0 LANIAI ,ro-rAL 50. F-1-. 5027 5.F. I ANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo beach, Florida 33572 p. 811645.0166 1. 813.645.9698 Z LLJ 0 W) =J > U, M p CD 0LL r� < 1 CL Lu 0� Lu < < < LLJ Lu _j C:) _j Ln Lr) Lo cd V) z In 0 C) > w Lu IL x W < cy To THE BEST OF ME ENGINEER'S KNOWLEDGE AND BELIEF, THE SfRUC t URAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING COLIC, (INCLUDING 2009 SUPPLEMENT) SEC I ION 8301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE I.C. ENCLOSED (INTERNAL PRUS51JRE COEFFICIENT = ±0.18) WIND ZONE THIS DRAWING AND DES11H 13 VALID FOR 12 MONTHS AFTER THE DATE IT 13 S;r3NCD AND SEALED. SIGNED AND SEALED FOR ]HE STRUCTURAL PORTION OFTHIS DRAWINGONM 4011 LENNAR CORP: THIS PLAN MAY HOT BE REPRODUCED III ANY MANNER WITHOUT WRII FEN CONSEITTFR 201 WHESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DAN' SCO ENGINEERING, LLC AND THE I-LialT 011 THIPROJE(T, ANY REPRODUCTION OR IJHAIJI I IORILED USE 13 PRUH[UITED. REVISION: DATE DESCRIPTION 01-12-09 1.00 2007 FbC UPDATE 0/ 17-09 2.00 200riSU-PFCCM­ENIARCH. 012.03-09 3.00 ARCH REVISIONS FOR — Qlw12QLELZiN.- 10-1,109 3.01 ELECIRICALOPRON --..PLAlLU3EYIUQH --- ---- – 06.23.10 4.00 SALES OFFICE 2007 FBC — --.W,.2009-5.UPb `MELiLUeDAfE- 10.01-10 4.01 MODIFIED FILLED CELLS 11.05.10 4,02 ELEVATION UPDATES VERSION NO. 4.02 11.05. 10 CA 25948 j SAMUEL A. GREENBERG, P.E. IP34245 L] THUY H. HUYNFI, P.E. #60122 IRWIN J. BENSON, P.E. A49758 - - EE. oJY AL: C-1 N 4t:' 0 N S' 0 TITLE: I st FLOOR PLAN SHEET INFORMATION: JOB NO.:310351 DATE ISSUED: 04.25.11 DRAWN BY: xx REVIEWED BY: xx DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.dcinscoengineeririg.corn U Ed <I --.V) T -Z EL O LL1 u I Lu x W w Q 0 Iq r/ (NJ (J a; U N TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WIN 1 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST. EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =±O.I8) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MON IHS AFTER THE DATE IT I"a SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWIrIGONLY. 2011 LENNAR CORP: PHIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUI WN11 HLTI CONSENT FROM LENNAR CORPORATION, 201 I-IHESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LCC AND THE CLIENTONTHIS PROJECI, ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. 0 DATE N 01 -12 -USI W CD 0 07-17-09 2.00 2007 SUPPLEMEN T; ARCH. P.E. 060122 r�i M CD Q LL rC5 d ' 09-03-09 W i 7 W P.E. 049758 aT- Cer, 10-14-09 3.01 ELECTRICAL OPTION Lu (D U 06.23.10 Ln u') Ln U Ed <I --.V) T -Z EL O LL1 u I Lu x W w Q 0 Iq r/ (NJ (J a; U N TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WIN 1 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST. EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =±O.I8) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MON IHS AFTER THE DATE IT I"a SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWIrIGONLY. 2011 LENNAR CORP: PHIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUI WN11 HLTI CONSENT FROM LENNAR CORPORATION, 201 I-IHESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LCC AND THE CLIENTONTHIS PROJECI, ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. VERSION NO. 4.02 / 1 1.05.10 CA 25948 REVISION: DATE DESCRIPTION 01 -12 -USI I.W 2007 FBC UPDATE 07-17-09 2.00 2007 SUPPLEMEN T; ARCH. P.E. 060122 UPDA.iLiS._- 09-03-09 3.00 ARCH REVISIONS FOR P.E. 049758 OPTION PLAN 10-14-09 3.01 ELECTRICAL OPTION I AN gFviSInN 06.23.10 _ 4.00 SALES OFFICE 2007 FBC 10.01.10 4.01 MODIFIED FILLEDCELLS f 1.05.10 4.02 ELEVAILON UPDATES VERSION NO. 4.02 / 1 1.05.10 CA 25948 SAMUEL A. GREENBERG P.E. 434245 THUY H. I-IUYNH, P.E. 060122 F-] IRWIN J. BENSON, P.E. 049758 �tl,a �rii+.Y rVyyyy� by �": �� n ,� `(�• 9 -FR S N or SHEET TITLE: 2nd FLOOR PLAN SKEET INFORMATION: JOB NO.: 310351 DATE ISSUED: 04.25.1 1 DRAWN BY: xx REVIEWED BY: xx 4" OFF RIDGE VENTS 12 5.9 SHINGLE ROOF (TYP. U.N.O.) SGALt: 0/ It) = I V ROOF VENT SCi--IFOU1_E VERIFY WITH GENERAL. CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MINIMUM OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.R.C. 2007 SECTION R806.2 LOCATION ROOF VENTS OR EQUAL SOFFIT VENT — SYSTEM SQ. IN._ - (SQ. IN.) 1 st LEVEL EXTEND ROOF ROOOF / GARAGE °� 48 i st LEVEL OVERHANG 6" (MIN) KITCHEN/LANAI _ 0 225 2 nd LEVEL 328 328 ROOF CONTROL CONTROL JOINT JOINT � Lu J L CL O CEMENTITUOUS L (D FINISH j L! ��.1.J�! 12 SEEP SCR ED IN FOR — I f L , , I EXPANSION JOIN f LINE WEEP SCREED INFO. LI U LITE TEXTURE �z DECORATIVE FINISH U� 2O P- 2' 0"w ETURN. I o SEE DE FAIL B/SNI FOR —• - - — — --- — — — --- WEEP SCREED INFO. DECORA FIVE 3 rONE _ V-2" LEFT ELEVATION.___ SCALE: 3/16" = V-0" 4 - 4'-2" CUPSCORED FAN DETAIL W112 EQUAL SECTION SCALE: 3/4"=1'-0" 1141 a" CUP CORED KETSTCNE DETAIL — SCALE: 3/4"=1'-0° 3-0x6-8 DOOR STYLE MAY VARY REFER TO PECIFICATIONS ENTRY ELEVATION SCALE: 3/8" = V-0° 4" OFF RIDGE VENTS 12_ 5.9 � 16x16 SQUARE COLUMN (TOP @ 8'-0") LITE TEXTURED DECORATIVE FINISH CONTROL JOINT CEMENTITUOUS FINISH 25 SH J m LL O 4" OFF RIDGE VENTS 12 (ALL UPJO) � j u T 35 SH* 12 �T __ ' I _-1 i_ _L I - 1-1 D CUT/SCORED SHUTTERS 4" OFF RIDGE VENTS I� 1 L L 1 U ILl I _ LIIJ ill L . L--L__.l L' _L 11 CUT/SCORED KEYSTONE - - - 7" FRIEZE BAP L � rE1i �I���� [7] u 11 IIJ 71 �IJL�J'� ll�lEl CJ�LlI ^� � U' IIi�IED 1 II ED �J�J LE--:- I : U�j ED] - 11: 1 -:71 - DECORATIVE STONE 16-0x7-0 O.H. GARAGE DQQI[R < 4 3-04.8 FRONT ELEVATION QA )—I SHINGLE ROOF ('TYP. U.N.O.) I I I I I I N I I 1 I I I I I I I I - - 1 �> - CUT / SCORED- "- SHU r (ER.S._.._— EXPANSION JOINT LINE - SCALE: 1/4" =1'-0" SHINGLE ROOF (TYP. U.N.O.) 1L Li 11_L_ 1110-I CONTROL JOINT 26 SH ' 2 0 Lu 4 0 u / NOTE: � � r;u EXTEND ROOF s °� SCALE: 1/4" =1'-0" SHINGLE ROOF (TYP. U.N.O.) 1L Li 11_L_ 1110-I CONTROL JOINT 26 SH ' 2 0 Lu 4 0 REAR ELEVATION SCALE: 3/16" = V-0" N --) i� Ir It @ 35 SH WINDOWS @ 32 SH WINDOWS CUT/SCORED SHUTTER DETAIL - - - --- ���- - - SCALE: 3/4"=1'-0" 1'-411 I, -8, u / NOTE: � EXTEND ROOF s °� OVERHANG 6" (MIN) INTO ENTRY WAY `r s (OR 1/2 THE DEPTH o OF ENTRY COLUMN p o 3-0x6-8 W/ IF GREATER THAN 6") 1-- I—( I—(--) S. LT, c�z '1- L>1 CO --)1-0x6-8 Ld x 23 SH CV rY_ Fw-- z 0 s _ — N Q? O O LITE TEXTURE DECORATIVE FINISH SEE DETAIL B/SNI F( R { p 6068 SGD WEEP SCREED INFO 6068 SGD r' REAR ELEVATION SCALE: 3/16" = V-0" N --) i� Ir It @ 35 SH WINDOWS @ 32 SH WINDOWS CUT/SCORED SHUTTER DETAIL - - - --- ���- - - SCALE: 3/4"=1'-0" 1'-411 I, -8, ENTRY SECTION A -A DETAIL ELEV. SCALE: 3/8" =V-0" - -- CUT / I I SCOPE-, --- —_w— - FAN -8° BAN r � F11 I Q i / n � 1> BAND _ SQUARE COLUMN (TOP @ 8'-0") CMU BLOCKS FILL SOLID W/ GROUT TO 46" A.F.F. W/ NON STRUCTURI\L FRAME 4' OFF RIDGE VENTS I �-- SHINGLE ROOT 12 1 L�� f- 1 ..I1_,.L .I L.T_r r 5.3 �f VIII II I I I I I / ' (TYP. U.N.U.) LILT U.. I! .x.,.,11- �. ,.11�.!�_.� I. ISIIl �.F,I{r:;. —J-.�.l—I 1—�-LiL1��.J._L-.I� L_J_ L I I._ L. J- H� -i._ N [_U-11 _- t_j LLi U. I ULJ L_LI_L- L,1_ .__l_-L_l i .il i_1 i1_;-1 1i_! �.L�1_�l l_L1. 1�_1L1_I._i .l,_1I-I- 1 ( 1 - 1 �I �l .—! I_ I _;...I l I .. j CONTROL-� I CONTROL 3 JOINT I�-- d JOINT D G1 a p u�] i lIA3 SFI� :r.. o s -- �/� CENIEWIT000S FINISH 0 12 --_ — _—_— _ cz]3 SEE DE FAIL SNI FUR -- -- - — - — — _----- ��- WEEP SCREED INFO. — EXPANSION JOINT LINE _ H Lu o 0 LIFE TEXTURE DL ORATIVE FINISH EL v L? r 2,-0" � Il RETURN 35 SH —� C? - 4/DECORATIVE STONE SEE DETAIL BISN'1 FOR E EP SCREED INFO. RIGHT ELEVATION SCALE: 3/16" = 1'-0" ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. x313.645.9698 www.ciclriscoengineering.com C7 .�T N ZL2, oQur- (L Lij 0uj a 1 Lu aw w Ln J V u-) Ln U m C/) �z 0_0 0w: I �. w x L,J W 0 0 LL 0 U FO THE BEST OF II IE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECIION R301 FOR 120 h1PH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0. 18) WIND ZONE THIS DRAWING AND DESiCN IS VALID FOR 12 MONTHS AFTER THE DAIE H IS SIGNED AND SEALED. STONED AND SEALED FOR THE 5IRUCIURAI. PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHGUF WRITTEN COHSEHF FROM LENNAR CORPORA110H. 2201 I -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DATISCO ENGINEERING, LLC AND THE CLIENT OPI THIS PROJECT. ANY REPRODUCTION OR UNAIJTHOkILED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01-12-09 1.00 2007 FBC UPDATE 07-17-09 2.00 200Y SUPPLEMENT; ARCH. I .PLATES _ 09-03-09 3.00 ARCH REVISIONS FOR _QPIION PLAN _ 10-14-09 3.01 ELECIRICAL OPTION PIAN RFVISION 06.23.10 4.00 SALES OFNCE 2007 PBC L,.2002.SUPPLEMEN r UPDATE. 10.01.10 4.01 MODIFIED FILLED CELLS 11.05.10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 1 1.05.10 CA 25948 SAMUEL A. GREENBERG, P.E. 034245 [] ridUY H. HUYNH, P.E. #60122 [! IRWIN J. BENSON, P.E. #49758 ENS NE ;,S 0 ad �YQ J- ��'��3 b ailEEPTITLE: ELEVATION "C' SHEET INFORMATION: JOB NO.: 310351 DATE ISSUED: 04.25.1 1 DRAWN BY: xx REVIEWED BY: xx A3' C u / NOTE: � EXTEND ROOF s °� OVERHANG 6" (MIN) INTO ENTRY WAY `r s (OR 1/2 THE DEPTH o OF ENTRY COLUMN p o 3-0x6-8 W/ IF GREATER THAN 6") 1-- I—( I—(--) S. LT, c�z '1- L>1 CO --)1-0x6-8 Ld CV rY_ Fw-- z _ — N Q? ENTRY SECTION A -A DETAIL ELEV. SCALE: 3/8" =V-0" - -- CUT / I I SCOPE-, --- —_w— - FAN -8° BAN r � F11 I Q i / n � 1> BAND _ SQUARE COLUMN (TOP @ 8'-0") CMU BLOCKS FILL SOLID W/ GROUT TO 46" A.F.F. W/ NON STRUCTURI\L FRAME 4' OFF RIDGE VENTS I �-- SHINGLE ROOT 12 1 L�� f- 1 ..I1_,.L .I L.T_r r 5.3 �f VIII II I I I I I / ' (TYP. U.N.U.) LILT U.. I! .x.,.,11- �. ,.11�.!�_.� I. ISIIl �.F,I{r:;. —J-.�.l—I 1—�-LiL1��.J._L-.I� L_J_ L I I._ L. J- H� -i._ N [_U-11 _- t_j LLi U. I ULJ L_LI_L- L,1_ .__l_-L_l i .il i_1 i1_;-1 1i_! �.L�1_�l l_L1. 1�_1L1_I._i .l,_1I-I- 1 ( 1 - 1 �I �l .—! I_ I _;...I l I .. j CONTROL-� I CONTROL 3 JOINT I�-- d JOINT D G1 a p u�] i lIA3 SFI� :r.. o s -- �/� CENIEWIT000S FINISH 0 12 --_ — _—_— _ cz]3 SEE DE FAIL SNI FUR -- -- - — - — — _----- ��- WEEP SCREED INFO. — EXPANSION JOINT LINE _ H Lu o 0 LIFE TEXTURE DL ORATIVE FINISH EL v L? r 2,-0" � Il RETURN 35 SH —� C? - 4/DECORATIVE STONE SEE DETAIL BISN'1 FOR E EP SCREED INFO. RIGHT ELEVATION SCALE: 3/16" = 1'-0" ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. x313.645.9698 www.ciclriscoengineering.com C7 .�T N ZL2, oQur- (L Lij 0uj a 1 Lu aw w Ln J V u-) Ln U m C/) �z 0_0 0w: I �. w x L,J W 0 0 LL 0 U FO THE BEST OF II IE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECIION R301 FOR 120 h1PH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0. 18) WIND ZONE THIS DRAWING AND DESiCN IS VALID FOR 12 MONTHS AFTER THE DAIE H IS SIGNED AND SEALED. STONED AND SEALED FOR THE 5IRUCIURAI. PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHGUF WRITTEN COHSEHF FROM LENNAR CORPORA110H. 2201 I -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DATISCO ENGINEERING, LLC AND THE CLIENT OPI THIS PROJECT. ANY REPRODUCTION OR UNAIJTHOkILED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01-12-09 1.00 2007 FBC UPDATE 07-17-09 2.00 200Y SUPPLEMENT; ARCH. I .PLATES _ 09-03-09 3.00 ARCH REVISIONS FOR _QPIION PLAN _ 10-14-09 3.01 ELECIRICAL OPTION PIAN RFVISION 06.23.10 4.00 SALES OFNCE 2007 PBC L,.2002.SUPPLEMEN r UPDATE. 10.01.10 4.01 MODIFIED FILLED CELLS 11.05.10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 1 1.05.10 CA 25948 SAMUEL A. GREENBERG, P.E. 034245 [] ridUY H. HUYNH, P.E. #60122 [! IRWIN J. BENSON, P.E. #49758 ENS NE ;,S 0 ad �YQ J- ��'��3 b ailEEPTITLE: ELEVATION "C' SHEET INFORMATION: JOB NO.: 310351 DATE ISSUED: 04.25.1 1 DRAWN BY: xx REVIEWED BY: xx A3' C ®R �r 01/' � ETEC {1� PANE /� �o @) ` µ— 0 I I I I COACH LIGHTS OR PREWIRES PER SPECS 7'A" COVERED LANAI FAN PRE -WIRE r , FAN PRE-WIREJ W/ CLG. MOUNT FIX. </ \✓ IN/ CLG. MOUNT FIX. c� G.F.I. GF1 WP - "0 cn � PRE-WIRE/INSTALLED \✓FAN PER SPECS FAMILY ROOM @ 42" 2 CAR GARAGE GARAGE LIGHTING EYEBALL I -•; — 11 `' �T--_ --- RWD BATH � PENDANT 1/2"� -- - PER SPECS HALL UP To -Lire T.. if --- @ LANDING \t _ / --- I / @1 �I �` G 4FOYER __77 M7I O G.F.I. ^-Ej ENTRY LIGHTS \ Z-10", PER SPECS _ I I\ IIII - COACH LIGHTS OR PREWIRES PER SPECS 1st FLOOR ELECTRICAL. PLAIN SCALE: 1/4"�– FAN PRE -WIRE W/ CLG. MOUNT FIX. GRI. H, PRE -WIRE / LIVING ROOM OPTIONAL RECESS CAN KITCHEN LAYOUT A/C DISCONN. \SITTING ROOM _ o co / FAN Iry PRE -WIRE GAME ROOM \� 1 j (S / - ��- � I_ I — -- Lo -- --- _ -- HALL v SD BEDROOM #2 FAN PRE -WIRE— BATH �/ \J / A/C DISCONN. 2nd FLOOR ELECTRICAL PLAN SCALE: 1/4" =1'-0" `-- ELECTRICAL SPECIFICATION NOTES• ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 1 I 1 i I I I i I I I I I I i I I ./sv x'� r: *.<kSZ`,�i'.�xn--- F,:'�iSl'•I\n..'�rV'.f;�c�.°. n:v.+rxnx�:-�:, :. .'�-..--„I ii ai+z } u PRE-WIRE/INSTALLED I ,�0„ ' MASTER SUITE �/ \� FAN PER SPECS --'� I` —',— i' I, I — i 1'-6' — I -� i >1 — `� / IC �T I MASTER SA J H ;� OPEN TO — (: \ -- _ I BELOWj DOWN TO I 1 l'� SWITCH F ti BEDROOM #3 ov 2 FAN PRE -WIRE � r SINGLE PHASE 125 AMP BREAKER PANEL METER SOCKET- NEMA 130 CIRCUIT 20' REBAR I----------- 1 TY 1 1 1/2" RIGID NIPPLE WITH 2 Al II II 8' ORD. ROD AND 1 #>~3 CU THW CONDUCTOR BLDG. STEEL #4 cu TO caLD �\ WATER PIPE k DRIVEN BY POWER COMPANY GROUND ROD, TIED TO 20 FT. SECTION OF FOOTER STEEL, ELECTRIIL R1 DIM NT,S R.ECTRICAL KEY k&- DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE C01JNTE- R P. WEA i HERPROOF DUPLEX OUTLET FL GROUND FAULT INTEi�R?.,PTER DUPLEX OUTLET F HALF -SWITCHED DUPLEX OUTLET ' PEC_.IAL 1'L.RP,08E OU I L E'T DUPLEX OUTLET IN FLOOR � = 220 V( LT OUTILET p WALL SWITCI-I 4. TI' RrEE..Vd;/AY ;`31✓'VI ? CH a3 If. I 4 FOUR WAY SWI T CH $ RI--E0STAT S W I T I C"ILING MOUNTED I3C,ANrSC:. LIGHT FIXTURE 4- � 3 1NA'sLL IMOUN TED IN ;AINIDESCENT L IC I iT FIXTURE ;C f<CZ ' SSED INC:ANOESCENT LIGHT FIXTURE. ;( WATER PROOF RECES SED INCANDESCENT LIGHT- FIXTURE { P.c. LIGHT FIXTURE WITH H PULL. GI`IAIN TRACK LIGHT LAl-1 FLOURE-SCEN I" LIGHT FIXTURE c. EXI-IAUST IRAN " EXHAUS1- ANiI__IC�I I I' t';�JV?BIi�JAT'IOi�I ,1.1.LM HOLLYWOOD STRIP Li ELECTRIC, DOOR OPERATOR CHIMES [_J PUSI1BUTTON SWITCH @6 SMOKE D' TECaTOR C0 SMOKE/CARBON MONOXIDE DETECTOR COVIBINATION I-II TELEPH0NE r, TELEVISION (r THERIt1JOSTAT r 1 ELECTRIC METER - ELECTRIC PANEL DISCONNECT 3111 (D SPEAKER G` fi 7 PRr---WIR'( FOR ()P l.. CEILING FAN ("PILINGMOUNTED INCANDESCENT LIGHT FIX. RJRE W/ PI E -WIRE FOR OPT. 1'..1_ILING FAN NOTES: 'F6Vfb E AND INSTALI GROUND FAULT CIRCUIT-INTERUPI'ERS (GFI) AS INDICATED ON PLANS. _ _ 2. UNI SS OTHERWISE INDI(,ATED INSTALL,. SWITCHES �Y RIE_ CEPTA111L ES AT T'I-;E FOLLOWING I ERGHT a ABOVE FINISH FLOOR: 1 510111 C J IE 5...........4211 OI ITL T S.. 1✓111 T E E._EPH0NE......... 14" TIE I-EVISION.......... 1411 3. ALL SIMOKE i ETEC TOR" SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROV16E AND INSTALL LOCALLY CERTIFIED 8MOIKE DETECTORS. 4. ALL EL ECTRICAL IN SLEEPING ROOMS SHALL BE ON A A.] C.I. PRO'T'ECT D CIRCUIT. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL. ELECTRICAL WORK I,, IN FULL COMPLIANCE WITH 2003 N.E.C., F.R.C. 2007, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND OR DIN, NCE:S. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 P. 813.645.0166 f. 813.645.9698 www.dclnscoenyinceriny.corn n N �LIJ Q rm. Q L-LiQ a LEl u `t !T< _> ¢ L�� J U Ln mi u') 1 I u CD -�e Co 0 > v 1 El LU LU 0¢. (� V ry �U U CEJ IHIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF r IIS DRAWING ONLY 2011 LENNAR CGRP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION UII THESE DRAWINGS AND DESIGNS ARE THE JONT PROPERTY OF DANSC.O ENGINEERING, LL1 AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01-12-07 1.00 2007 F6C UPDATE OJ -17-09 2.00 2007 SUPPLEMENT ARCM. I pDATES (19.03 09 3.00 ARCH I EVISIONS FOk __ n 11or>>LAN _ 10-14 09 3 01 ELECTRIC AL C PITON ' ISLn_L� —_ . 06.23.10 4.00 SALES OFFICE 2007 FBC -- w -Li7 TI -12UNTaLU.PUA f F 10.01.10 4.01 MODIFIED PILLED CELLS 11.05.10 4_02 ELEVATION UPDATES VERSION NO. 4.02 / 1 1.05.10 .✓,� a, t+ a f, Al c' SHEET TITLE: ELECTRICAL PLANS SHEET INFORMATION: JOB NO.: 310351 DATE ISSUED: 04.25.1 1 DRAWN BY: xx REVIEWED BY: xx A4 .l I I I I I i I I I St FLOOR HVAC PLAN SCALE: 1/4" = 1'-0" )M SITTING ROOM i I I I I I I I i i I MAS TER SUITE. 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Below � FA 1 s 1Ox6 3 01 V I it II --.. _. �`� ._ •`\ �-._..-\ I � �Lyl�l'. .�/ MASTER BATH I I I ohr N O T— — t 1 = BELOW I ii li ._. ► /: -_. 1 -- 30 12x12 II _ BEDROOM #2 �. { I K BATH I !II _ I is ,�`y.-_—.tr:><.,.^r<'.0l'—c1'.„�:,'`'iF�'y'.`ir•'•'k!`I .� .�"• 1(,r.tt"".r•,_:_.lct<,C.c.1k'(;7/r�X - :-� - y.�•.-•, �:� -:� ' -�- I iI I I 1 I I � I I i i I I I I I I I I I I 1 I I I 2nd FLOOR HVAC PLAN SCALE: 1/4" = 1'4' -- r�1`- XIC� N rr) Lennar F•iorrx;s �y.^...._��.�.~..�...._.__ _ ._... 2140 - Monaco 2440 SF �— 4 fon 14 Seer Lennox Heat Purnp 16-SuPpli;;S 1 -Return 7 -Passovers D/V w/ Bc)x BF. 1-50 C:,FM l -1 10 CFM 2-.50 CFM �-I A0 ENGINEERING, LLC P.O. BOX 3,100 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.corn 1 M4 _Q r N z~uj 0 1--i "Q U) > MO —i Tv w n cC 2 > W C\ ztz9�~ Lu -ic:)V LTi Ln ,-i U co V) EL.. O 0w U CL W W 0 Q U N THIS DRAWINGANDDESICpI IS VALID FOR 12MONIII5 AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFIHIS DRAWINGOHLY 2011 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2071 -THESE DRAWINGS AND DESIGNS ARETHE JOINT PROPERTY OF DANSCO ENGINEERING LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01-12-09 1.00 2007 FEC UPDATE 07-17.09 2.00 2009 SUPPLEMEN1, ARCH. _ I)PUAiFS _ 09-03-09 300 AkT 11 REVISIONS FOR QPHK)N FLAN _ 10-14-09 301 ELECIRICALOPHON _EL6L:lya,d!41Y 06.23.10 4.00 SALES OFFICE 2007 FEC __ ­_ W-90021UL�LLCMEWLUPI)AIE 10.01.10 4.01 MODIFIED FILLED CELLS 11.05.10 4.02 ELEVAIION UPDATES VERSION NO. 4.02 / 1.1.05.10 SHEET TITLE: HVAC SHEEN' INFORMATION: JOB NO.: 310351 DATE ISSUED: 04.25.1 1 DRAWN BY: xx REVIEWED BY: xx SAFE LOAD TABLES FOR GRAVITY UPLIFT & LATERAL LOADS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS (#) THE NUMBERS IN PAREN-FHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (") LENGTH = OVER ALL LENGTH OF LINTEL SAFE GRAVITY LOADS FOR 8" PRECAST vv/ 2" RECESS DOOR U -LINTELS 9�3<Efuq SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH* �_�� 808 8F8 -OB 8F12 -0B 8F16 -0B 81`20 -OB 8F24 -OB 8 -28 -OB 81`32 OB 8F8-1 B 8F12 -1B 81`16-113 8F20 -1B 8F24-1 B 81`28-113 8F32 -1B 2' 1 U" (34") PRECAST 2231 3069 4605 6113 7547 8974 103 94 11809 3069 4605 6113 7547 8974 _ 10394 11809 3' 6" (42") PRECAST 2231 3069 3719 _ 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4' 0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 75478974 8060 (34) 10394 _ 1'i 809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753_ 4576 5400 6224 2189 4375 6113 7547 (7) 8672 10294_ '11809 5' 4" (64") PRECAST 1217 1349 1438 1999 2566 3123 3686 4249_ 1663 3090 5365 7547 (36)7342 (19) 8733 (19) 10127 (19) 5'-10" (70") PRECAST 1062 1105 11.73 1631 2090 i 2549 3009 3470 1451 2622 4360 7168 (45) _ 6036 (19) 7181 (19) 8328 (20) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394(37) 8825 (14) 7' 6" (90") PRECAST 743 1011 1729 2632 2705 2698_ 3'191 3685 1011 1729 2661 _ 3898 5681 8467 (44) _ 6472 (15) 9'4" (112") PRECAST 10' 6" (126") PRECAST 554 475 699 1160 1_625 2564 3486 2818 3302 752 535 1245 890 1843 1247 2564 2093 3486 _ 2777 4705 (37) 2163 6390 (47) 2536 643 1052 1533 2093 2.781 3643 (313) 4754 (45) 11'-4"136" ( ) PRECAST 362 582 945 1366 '1846 _ 2423 3'127 4006 582 945 1,366 18462423 2053 3127 11006 12' 0" (144") PRECAST 337 540 873 12-54 1684 2197 2805 3552` 540 873 1254_ 1684 2193 2805 3552 13`-4" ('160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075_ 1428 1838 2316 2883 14'-U" (168") PRECAST 279 424 706 1002 1326 _ '1697 2127 2630 442 706 1002_ 1326 _ 1697 2127 2630 14'-8" (176") PRESTRESSED N R NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NP, NR NR NR 412 710 1250 1733 2058 2320 2513 17'4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 17.16 21'4" (256") PRESTRESSED N.R. NR NR NR NR NR NRI NR 180 340 598 845 1114 1359 _ 1468 224" (264") PRESTRESSED N.R. NR NR I NR NR WR_v NR NR 165 315 550 784 1047 _ 1_285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR '129 250 450 654 884 1092 _NR_ 1.222 (#) THE NUMBERS IN PAREN-FHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (") LENGTH = OVER ALL LENGTH OF LINTEL SAFE GRAVITY LOADS FOR 8" PRECAST vv/ 2" RECESS DOOR U -LINTELS 9�3<Efuq SAFE LOAD - POUNDS PER LINEAR FOOT - TYPE LENGTH �� 8RU6 8RF6-OB 8RF10-0 8RF14-0 8RF18-0 8RF22-OB 8RF26 UB 8RF30 OB 8RF6-'1B 8RF10-1 8RF14-1 8RF18-1 8RF22-1B 8RF26-1B 8RF30-1B 4' 4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4' 6" (54") PRECAST 1494 1596 3063 2992 3968 4946 424 6904 1756 3699 5206 6639 8060 _5924 9479 10893 5' 8" (68") PRECAST 866 920 '1770 - 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 (34) _ 7917 (19) 9311 (19) 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 (1o) 8060 (39) 7402 (19) 8706 (19) 6' 8" (80") PRECAST 797 901 _ 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 _ 10893 (32) T 6" (90") PRECAST 669 755 149_0 2459 3776 5743 7239 5623 755 1490 24-59J3776 22'4" 5743 8998 (19) 10893 (48) 9'-8" (116") PRECAST 411 466 999 1568 2253 3'129 1 4091 13146 3498 526 999 1568 - 2253 3129 4150 1 5891 (47) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD -FABLE NOTES NO. 12 (*) LENGTH = OVER ALL LENGTH OF LINTEL SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS _ _� �` TYPE LENGTH* 2'-10" (34") PRECAST SAFE L OAD------- _ PLF 808 81`8 REINF. CINIU" 1.293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 44" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 1 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'4" (112") PRECAST - I 326 512 227 10'-6" (126") PRECAST 284 401 1781 11'-4" (136") PRECAST 260 452- 152 12'-0" (144") PRECAST 244 402 135 13'4" (160") PRECAST 217 324 109 14'4" (168") PRECAST 2.05 293 98 14'-8" (176") PRESTRESSED N. R. I 284 89 15'4" (184") PRESTRESSED N.R. 259 82 17'4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 2'1'-4" (256") PRESTRESSED N.R. 125 42 22'4" (264") PRESTRESSED N.R. 116 39 24'-0" (288") -PRESTRESSED N.R. 91 33 -- (") SEE SAFE LOAD TABLE NOTES 5 (") LENGTH = OVER ALL. LENGTH OF LINTEL SAFE LATERAL LOADS FOR 8 PRECASTw/ 2" RECESS DOOR U -LINTELS (") SEE SAFE LOAD -FABLE NOTES 5 (") LENGTH = OVER ALL LENGTH OF LINTEL ENGINEERING _J SPECIFICATUN s PRODUCT DESCRIPTION I High strength precast concrete lintels designed to be unfilled or filled to form a composite reinforced beam using concrete masonry units. GENERAL NOTES 1. Provide full mortar head and bed joints. 8. Cast -in-place concrete may be provided in composite lintel in lieu of 2. Shore filled lintels as required. concrete masonry units. 3. Installation of lintel must comply with architectural 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 and/or structural drawings. '10. Product Approvals: Miami Dade County, Florida Nos. 03-0605.05 4. U -Lintels are manufactured with 5-1/2 inch long notches at and 03-0605.04 ends to accomodate vertical cell reinforcing and grouting. 11. The exterior surface of lintels installed in exterior concrete masonry walls 5. All lintels meet or exceed L/360 vertical deflection, except shall have a coating or'stucco applied in accordance with ASTM 0926 lintels 17'-4" and longer with a norninal height of 8" meet or other approved coating. or exceed L/1 80. 12, Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal 6. Bottom field added rebar to be located at the bottom (lateral) loads Should be checked for the combined loading with the of lintel cavity. following equation: 7.7132 inch diameter wire stirrups are welded to the bottom_ .iii rtical IoR( 1 plied horiz n i load ` 1.0 steel for mechanical anchorage. Safe vertical load Safe horizontal load SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTEL S �n CG�sCu�� SAFEPOFD Q .Y----' L,^•'M a , `---_. LENGTH* TYPE ~�--� -� LENGTH* TYPE �`` --- 8RU a 6 REINF. _� CMU"" ---- 4'-4" (52") PRECAST 758 7571365 4'-6" (54") PRECAST 694 693 1249 ((34")) PRECAST 1972 3173 _17__44_6057_4_7_ 6183 4' 6" 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 2524 3547 4569 5591_ 6613 7636 6-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 1 9'-8" (116") -- PRECAST 370 490 227 (") SEE SAFE LOAD -FABLE NOTES 5 (") LENGTH = OVER ALL LENGTH OF LINTEL ENGINEERING _J SPECIFICATUN s PRODUCT DESCRIPTION I High strength precast concrete lintels designed to be unfilled or filled to form a composite reinforced beam using concrete masonry units. GENERAL NOTES 1. Provide full mortar head and bed joints. 8. Cast -in-place concrete may be provided in composite lintel in lieu of 2. Shore filled lintels as required. concrete masonry units. 3. Installation of lintel must comply with architectural 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 and/or structural drawings. '10. Product Approvals: Miami Dade County, Florida Nos. 03-0605.05 4. U -Lintels are manufactured with 5-1/2 inch long notches at and 03-0605.04 ends to accomodate vertical cell reinforcing and grouting. 11. The exterior surface of lintels installed in exterior concrete masonry walls 5. All lintels meet or exceed L/360 vertical deflection, except shall have a coating or'stucco applied in accordance with ASTM 0926 lintels 17'-4" and longer with a norninal height of 8" meet or other approved coating. or exceed L/1 80. 12, Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal 6. Bottom field added rebar to be located at the bottom (lateral) loads Should be checked for the combined loading with the of lintel cavity. following equation: 7.7132 inch diameter wire stirrups are welded to the bottom_ .iii rtical IoR( 1 plied horiz n i load ` 1.0 steel for mechanical anchorage. Safe vertical load Safe horizontal load SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTEL S (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (") LENGTH - OVER ALL LENGTH OF LINTEL SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS 2009 SUPPLEMEN T; ARCH. UPDAT 3.00 ARCH REVISIONS FOR_ SAFE LOAD - POUNDS PER LINEAR FOOT Q .Y----' L,^•'M a , `---_. LENGTH* TYPE ~�--� __PF12-1T 8RF14-1 8RF14 2T 8F'16 -1T 8F20 -1T 8F24 -1T 8F28 -1T 8F32 -1T 8F8 -2T 8F12 -2T 81`16-2T 8F20 -2T 81`24 2T 8F28 -2T 8F32 -2T 2-10" T _ ((34")) PRECAST 1972 3173 _17__44_6057_4_7_ 6183 4' 6" 7034 8321 9608 197_2 3173 4460 - 5747 7034 8321 9608 3' W" (42") PRECAST 1569 2524 3547 4569 5591_ 6613 7636 1569 2524 3547 4569 5591 6613 7636 T-0" - (48") PRECAST V- 1363 2192 3079 3966 _ 4853 5740 _ 6621 1363 2192 3079 3966 4853 - 5740 6627 4'4" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 _ 5077 5861 5' 4" (64") PRECAST 1016 1632 2290 2949 3607 4265_ 4924 1016 1632 2290 2949 3607 4265 _ 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 (12) 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7' 6" (90") PRECAST 727 (23) 1021 1634 (12) 2102 (11) 2571 (1o) 3039. (10) 3508 (g) 727 1166 1634 2102 2571 3039 3508 9'4" (112") PRECAST 591 680 1133 (15) 1471 (15) 1811(15) 2152 (1s) 2494 (15) 591 851 1326 1705 2084 2463 2842 10'-6" _ (126") PRECAST 530 552 914 (15) 1185 (15) 1458 (15) 1732 (15) 2007 (15) 530 686 1183 1526 1865 2204 2544 1 T 4" (136") PRECAST 474 _ 485 798 (15) 1034 (15) 1272 (15) 1510 (15) 1749 (15) 494 599 1028 1422 1738 2053 2369 12' 0" (144"} PRECAST_ 470 (9) 441 723 (14) 936 (14) 1151(15) 1366 (15) 1582 (15) 470 543 928 1349 1649 1948 2247 13' 4" (160") PRECAST 418 (15) 373 606 (14) 783 (14) 962 (14) 1141(14) 1321 (14) 428 455 770 1145 1444 1718 1993 14' 0" (168") PRECAST 384 (15) 346 559 (14) 723 (14) 887 (14) 1052 (14) 1218 (14) 410 420 709 1050 1434 (e) 1694 (8) 1954 (7) 14' 8" (176") PRESTRESSED 239 323_ 519 (13) 671 (13) 823 (13) 976 (14) 1129 (14) 246 390 655 968 1324 (8) 1625 (11) '1874 (11) 164" 17'4" (184") (208") PRESTRESSED PRESTRESSED 224 302 485 (13) _ 626 (13) 767 (13) 909 (13) 1052 (13) 230 187 364 609 255 404 (12) 897 1224 (8) 520 (12) 637 (12)1 1562 (14) 754 (12) 1801 (14) 872 (12) 192 303 500 732 993 (8) 1 1268 (14) 1470 (14) 19'4" (232") PRESTRESSED _ 162 222 347 (11) 446 (11) 546 (12) 646 (12) 746 (12) '166 261 424 616 831 (8) 1057 (14) 1225 (14) 21'-4" _ (256') PRESTRESSED 142 198 306 (11) 393 (1 1) 480 (11)_567 (11) 654 (11) _142 230 369 531 713 (7) 903 (13) 1046 (13) 2.2'-0" (264") PRESTRESSED 137 192 295 (1o) 378 (11) 46'1 (1o) 545 (11) 629 (11) 137 221 354 508 681 (7) 861 (13) 997 (13) 24'-0" (288") PRESTRESSED 124 175 267 (1o) 341 (1o) 416 (1o) 4-1(, 0) 566 (10) 124 200 316 450 600 (7) 756 (12) 875 (13) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (") LENGTH - OVER ALL LENGTH OF LINTEL SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (*) LENGTH = OVER ALL LENGTH OF LINTEL MATERIALS T - -- - f'c 8" precast lintels = 3500 psi f'c 8" prestressed, 6" and 12" precast lintels = 6000 psi f'c 4" precast lintels = 3000 psi Grout per ASTM C476 f'g = 3000 psi w/ maximum 3/8 inch aggregate and 8 to 11 inch slurnp. SAFE LOAD TABLE NOTES Concrete masonry units (CMU) per ASTM C90 with minimurn net area compressive strenght = 1900 psi • Rebar per ASTM A615 Grade 60 • Prestressing strand per ASTM A416 Grade 270 low relaxation 7/32 inch wire per ASTM A510 Mortar per ASTM C270 TVDe M or S 1. All values based on minimum 4 inch nominal bearing. Exception: Safe loads for unfilled lintels must be reduced by 20 % if bearing length is less than 6-1/2 inches. 2. N.R. = Not Rated, 3. Safe loads are superimposed allowable load. 4. Safe loads based on Grade 40 or Grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing additional reinforced masonry above the precast lintel. See Reinforced CMU on Page 4, 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evalute concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d -away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. For lintel lengths not shown, use safe load from next longest g t length. 10. All safe loads in units of pounds per linear foot. 11. All safe loads based on simply supported span. 12. The number in the parenthesis indicates the percent reduction for grade 40 field added rebar. Example: T-6" lintel Type 8F32-1 B safe gravity load = 6472 (15) w/ 15% reduction => 6472 (.85) = 5501 plf HNT E s ,g 3 w E"' *0 - �amu¢ &Sa C�) O 2009 SUPPLEMEN T; ARCH. UPDAT 3.00 ARCH REVISIONS FOR_ SAFE LOAD- POUNDS PER LINEAR FOOT Q .Y----' L,^•'M a , TYPE LENGTH ��- 8RF6-1T'8RF1O-1 8RF6 2.T 8RF10 2 8RF14-1 8RF14 2T 8RF18-1 8RF22-1T 8RF18 2T 8RF22 2T 8RF26-'1T 8RF30-1 8RF26 2T 8RF3ClT 4' 4" (52") PRECAST 905 '1748 2635 22 F3522 4409 5296 6183 905 1748 2635 4409 5296 6183 4' 6" (54") PRECAST _ 867 _ '1675 2525 3374 _ 4224 _ 5074 5924 867 1675 2525 3374 4224 5074 5924 6-8" (68") PRECAST _ 675 1301 1966 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 i °� 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 _4594 4453 655 1262 1900 2538 3176 3815 4453 6' 8°` (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6"90" ( ) PRECAST 506 797 1462 (8) 1952 (7) 2442 (6) _ 2931 (6) 3257 506 967 1462 1952 2442 2931 342.1 9'4" (i 16") PRECAST 395 491 _ 931 (12) 130'1 (15) 1640 (15) 1980 (15) 2322 (16) 395 589 1'135 1514 11893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (*) LENGTH = OVER ALL LENGTH OF LINTEL MATERIALS T - -- - f'c 8" precast lintels = 3500 psi f'c 8" prestressed, 6" and 12" precast lintels = 6000 psi f'c 4" precast lintels = 3000 psi Grout per ASTM C476 f'g = 3000 psi w/ maximum 3/8 inch aggregate and 8 to 11 inch slurnp. SAFE LOAD TABLE NOTES Concrete masonry units (CMU) per ASTM C90 with minimurn net area compressive strenght = 1900 psi • Rebar per ASTM A615 Grade 60 • Prestressing strand per ASTM A416 Grade 270 low relaxation 7/32 inch wire per ASTM A510 Mortar per ASTM C270 TVDe M or S 1. All values based on minimum 4 inch nominal bearing. Exception: Safe loads for unfilled lintels must be reduced by 20 % if bearing length is less than 6-1/2 inches. 2. N.R. = Not Rated, 3. Safe loads are superimposed allowable load. 4. Safe loads based on Grade 40 or Grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing additional reinforced masonry above the precast lintel. See Reinforced CMU on Page 4, 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evalute concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d -away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. For lintel lengths not shown, use safe load from next longest g t length. 10. All safe loads in units of pounds per linear foot. 11. All safe loads based on simply supported span. 12. The number in the parenthesis indicates the percent reduction for grade 40 field added rebar. Example: T-6" lintel Type 8F32-1 B safe gravity load = 6472 (15) w/ 15% reduction => 6472 (.85) = 5501 plf HNT E s ,g 3 w E"' *0 - �amu¢ &Sa C�) O 2009 SUPPLEMEN T; ARCH. UPDAT 3.00 ARCH REVISIONS FOR_ 0703-09 Q .Y----' L,^•'M a , F•XY-_ms`s�� A ;, ;-. "F .-- z i >� CZ_ C)a p` 2: > LU T+, <¢Q n 04 [1 Oo OR z (D % 7 OR n ^' ° - 0R Lo7 T-, 0 0 CASTCRETE POVVERBOX CASTCRETE POV1fERBOX ' 8RF14-1 B/1 T 8x14-1B/1T T 1 8r 16-113/11' 8x18-18/1 T i °� , ° J� .` E.... 1/ CA`iTCRrTE PO���RBoX .�_ 8F2� d1311T 8x2 r UB/iT CASTCRETE POVVIER BOX 8F32 -03/1T 8x3 -013/1T NOTE_: .THE LINTEL- PLAN PROVIDED HEREIN BY DANSCO ENGINEERING, LLC, IS INTENDED TO BE USED FOR STRUCTURAL INFORMATION ONLY. UNLf-SS SPECIFICALLY NOTED OTHERWISE_ ON THE PLAN OUR CAL-CULAT! ONS) ASSUME A 16" (NOM.) DEPTH BETWE-EN THE TOP OF THE TIE BEAM AND BOTTOM OF THE LINTEL. THE NUMBER OF COURSES OF MASONRY PLACED BETWEEN THE LINTEL AND Tlc BEAM IS FOR THE LOCATION OF THE TOP OF OPENING ONLY AND IS BASED ON THE_ ELE=VATION PLAN. IN THE EVENT OF A DISCREPANCY THE ELEVATION PLAN SHALL T AI E PRECEDENCE, E, k,1VE ARE NOT RESPONSIBLE FOR LIN'! ELS PLACED AT THE INCORRECT- HE113- 1-1T. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florlda 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com e 2009 SUPPLEMEN T; ARCH. UPDAT 3.00 ARCH REVISIONS FOR_ 0703-09 N OPTIO) LPLAN z LU 0 _ ELECTRICAL OPTION V) M z M a Q�u'� 4.00 SALES OFFICE 2007 FBC a LU _y`(11Q42`illEL CEMENT UPDA f E_ 4.01 MODIFIED FILLED CELLS 2: > LU T+, <¢Q n�z�r z (D LL1J J � _J Lo u�l Lo7 T-, U CC) ----, V) OL 0 -! F - Q _ > U r� W w < � fL Q U C�1 FO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMEN T) SECTION RJ U 1 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =±0.18) WIND ZONE IRIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIOr1E❑ AND SEALED. SIGN ED A ND SEALED FOR THE STRUCTURAL PORTION OF HITS DRAWING ONLY. 2011 LENNAR CORP: TH!S PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011 -THESE DRAWINGS AND DC-SIONS ARE THE JOINT PROPERTY OF DANSCO ENOINF."E"` LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCPON UR UNAUTHOP,IZED USE IS PROHIBITED. R M ISION. DATE DESCRIPTION 01-12-09 1 1.00 2007 FBC UPDATE 07-17-092.00 2009 SUPPLEMEN T; ARCH. UPDAT 3.00 ARCH REVISIONS FOR_ 0703-09 -_ _ OPTIO) LPLAN 10-14-093.01 _ ELECTRICAL OPTION __P I A N R EYISI_oN 06.23.10 4.00 SALES OFFICE 2007 FBC _y`(11Q42`illEL CEMENT UPDA f E_ 4.01 MODIFIED FILLED CELLS 10.01.10 11. 05.10 4.02 ELEVATION UPDATES VERSION N0. 4,02 / 1 1.05.10 CA 25948 - P1SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. 049758 EN;,00 E.R,�S�AL: ,r> 1'EETTiTLE: LINTEL PLAN SMELT INFORMATION: JOB NO.: 310351 DATE ISSUED: 04.25.11 DRAWN BY: xx REVIEWED BY: xx LINTEL 39'-0" 2714' 12'-0" V-4" 12'-0" 12-A" 4'-.1„ 4'-1 A/C COMP. PAD (MIN. 3" ABOVE FINISHED GRADE) 3'6"x3'6"x3.5'. L CONC. SLAB W/ 8"x8" THK'N EDGE, PROVIDE A/C CHASE F1 2'-2;' OVER CLG. TO HVAC. JI H.B. L11 A 'm F/� ELEVATION m tr I(-) SINK T -O" 6-2" W10. 6-2" M.O. 3'-4"17— F0 7-- 7co RECESS @ SGC)RECESS @ SGID FROADE I'ELLGIFICAL !r CfXVIAT FOR KITCHEEN 3000 P F2 16L,40 F SI CONIC. SLAB 211 (HERNANDO COIJNTY ONLY) T-2" to ELECTRICAL _ CONTRACTOR TO VERIFY ALL INTERIOR BEARING FOOTING I W/ FLOOR PLAN LAYOUT 3/4" C.J. 1 6-T 3.41 Go G ELEVATION AT Y-O'l(ASSUMED) S3 (3(' '­ I W) -1 - S3 —"Y3 11Z MIN (4" NOMINAL) CONIC. SLAB ON R E F. ZZ /77-/-77//-7/- GRADE W/ 64 W,1.4xW,1.4 MESH IN TOP OF 1 1/2" OF SLAB OR 4" FIBER MESH 7­ �TIZ172 CONC. SLAB OVER 6 MIL VAPOR BARRIER ON CLEAN, WELL -COMPACTED, TERMITE TREATED, GRANULAR FILL 3" DRAIN to 18'-7 1/2" IT -101/2" COP ss C? DBL KIT. 3 toL9 W/ MINI -All YS3 -------- ADMIT. VA LCV ------------------------------------ --- 3 WHJ C? ELEVATION 0 . Q 4" fl - LL 3/4" T_ o (SIM.) " 3/16 -8 ' 14 co 1 T-5 13/161, I 7'-10" 3/4" 01-� 3" DRAIN 7— OF C? _J NOTE: PROVIDE 1 1/2" DEEP x 12" /��// 3/4" x 9-1/2" RECESS WIDE RECESS FROM EXT. FACE - OF BLOCK INTO GARAGE. USE J 2x8 BETWEEN WALLS AND 2XG K / I �_ _ BEHIND WITH 6" PAST EA. END. /// / I I T'` C? to T-4" M.O. L X C.) F I - I to C? _T NT--------------------- -------- L PROVIDE 12" DEEP FOOTING W 4" MIN. PAST CMU 2'4' 16'-01, M.O. 2'-0" ')3 — V-4" T-11" 5'-2" 3'-11"BLOCKS EDGES (TYP.) 20'-0" 13' -16x16 SQUARE COLUMN (TOP a 8 0) FOUNDATION PLAN 4 SCALE: 1/4" = V-0" 07 IT - IV I 1_j I I 'A %J t I% i%JL- IN N.T.S. LUMBING NOTES,: 604.4 OF FBC (2004) -APPENDIX ;TANDARD PLUMBING CODE, YPE INATER CLOSET VOLUME LLONS OUNT INATER CLOSET VOLUME -LONS FLOW RATE. FACILITIES 0.5 G.P.M. TE FACIU riEs 2.2 G.P.M. ER HEADS 2,6 G.P.M, ATIONS ARE APPROXIMATE 'CHANGE DUE 1'0 -JOUSI rE )NS SENSED PLUMBER To VERIF'( ID HAS THE AUT Hom ry -ro WER F01,11kIDATION I/AALL 1_E END INOICATES FILL EP GELL W (1) 1;5 \/Ei?,T. INDIGATE5 5HEA- HALL FILI -FD C4A-';' AFT NOT TO -r'-- FILLQJ, (9,3_Eqr_- PkA-W otj " 3 EE 51-1E —11 5N F�o P, II i DANSCO NOTES ENGINEERING, LLC P.O. BOX 3400 Apollo beach, Florida 33572 EX)RAGARE TREATED LUMBER. 15 AN P, 813.645.0166 ALTERNATE TEf. 813.645-9698 F'%ill TE PROTEGTION To 501L www.danscuengineering.com F'0150NIN5. FOUNDATION NOTES 040 4 FTI N (3 <> oo j'jK. # SIZEPZE �IN F� G� P, G I N 6 P DEPTH EACH PqAr HA'r FI 2 -10"X12' -O" (4) TOTAALI 12" PEEP #5 6" 01G EAGH w, -r F2 21-611,Y.21-6," (5) TOTAL 161, DEEP 1`55 41 -ON -4i -On #5 61' 01r, EACH �V,-r (6) TOTAL. Ib" DEEP PIH[ENSIG'N CONVENTION Fv "mc W'A u- �` i OUT510E FADE OF e," I­NOKIFIAL BLOCK i-7L<1h3 G; FSl DF Of 13LOCK 0VTOR-ALL ! EXi-EmoR 5PEjjj\jji7 PROPER -11'r LINE SET BAC r1 REEGUIREMENT5 IF-RONT- 2O' MIN. —5101,-'L-"-): 5' MIN. A FOUNDATION 5UR\/F'r!5HALL BE AND A GOPY OF THE SURVEY Wd SHALL BE ON THE 511-E FOR THE BUILDING IN5PEr_,ToP,5 USE. OR, ALL PRoPERT)/ r- ff) C:) �.%Rr'ER5 SHALL BE _ALL AND A z STMNC:v `TIRE-rGHED FRO1`4 MARKET? TO MARi'ERTO "A=-PIFY P.E0UIF?,EP 5ETE3AGr.5. 2. '1(,) 1'1000 OR PAPER 6PAPE 5TArE5 PB-:'mrr TL=p 1=01R, 5LA-9 POUR. 6441L VAPop-, 83ARRIER �1/ 6" OVERLAP Ck� < AND -FAFEEP JOIN -11-5 E ELL.VATION 0ir- THE FIN15H FLOOR OF PE51-G)ENTIAL BUIL L)IN65 5HALL BE A SCJ mimmIJIM OF &I Afo\ETE 6,E.)-5T L1-aHcIj ADJAGE-N ' In T-1 5TORM1 Vi"JER F-f'UNOFF c-3HALL BE— I :1A5rPo,_;E_o OF ON-51TEE OR DIVERTED INTO AN APP'F'O1vY-.0 PRAINA,5E 5T€�UGTURE OR GHANNEL (5EE -702.11.1 ALT. GI_J) FIR5T FLOOR ELEVATIONN TO COMPLY HI 5EC,. 10 2.01.1 AL.T, A OF L.D.G. LE, 11,511 z C�ROVIN OF APJAGENT 5TREET DO NOT63UILD IN AN'( EA5EMEM-5 OR P ALL GON11TROL JOINT5 MUST Be 5AN CUT A5",HIONN OR PER A5rrl 5TANDAPD5 P11THIN 24 HOURS AFTER CONe.;PETE 01 A.,- r_-kAt=1, m- FTI N (3 <> oo j'jK. # SIZEPZE �IN F� G� P, G I N 6 P DEPTH EACH PqAr HA'r FI 2 -10"X12' -O" (4) TOTAALI 12" PEEP #5 6" 01G EAGH w, -r F2 21-611,Y.21-6," (5) TOTAL 161, DEEP 1`55 41 -ON -4i -On #5 61' 01r, EACH �V,-r (6) TOTAL. Ib" DEEP PIH[ENSIG'N CONVENTION Fv "mc W'A u- �` i OUT510E FADE OF e," I­NOKIFIAL BLOCK i-7L<1h3 G; FSl DF Of 13LOCK 0VTOR-ALL ! EXi-EmoR 5PEjjj\jji7 PROPER -11'r LINE SET BAC r1 REEGUIREMENT5 IF-RONT- 2O' MIN. —5101,-'L-"-): 5' MIN. 10 THE b0f OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY wir[i 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT) SECTION 8301 FOR 120 MP11, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIEN I =±0.18) WIND IONE THIS DRAVVINGAND DESIGN IS VALID FOR 12 morims AFTER THE DATE IT IS SIGNEDAND SEALED. SIGNED AND SCALED FUR THE STRUCTURAL PORTION r OF flS DRAWING ONLY. 2011 LENHAR CORP. -THIS PLAN MAY NOT UE REPRODUCED IN ANYMANNER WITHOUT WRITTEN CCJHENT FROM LENHAR CORPORATION. 20 11 , -fHESEDRAWNQS AMD UE31OPIS ARE THEO'Hr PROPERTYOF DAHSCO ENGINEERINO. LLC AND JrHE' CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHOWED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01-12-09 1.00 2007 FBC UPDATE 0/-17-09 2 9UppCE-M—EFif, ARCH. t .[)Llr5 3.00 ARC_____ 09-03109 , Hi REVISIONS IzOR 10-14-09 3.01 ELECfRIt;�[­OPfF(5N_ — _ -ELALI ai�v S Qm - __ _ 06.23.10 4.00 SALES OFFICE 200/ FBC — _ -�IZ-20QL-Slji,PLFI,6L[ll-LIL[)ALE- 10-01-10 4.01 MODIFIED PILLED CCLLS 11.05-10 4.02 ELEVATION UPDAIES VERSION NO. 4.02 1 1.05 .10 CA 25948 SAMUEL A. GREENBERG, P.E. A34245 THUY FI. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 _7 EW S" E . A L";1 0 s" SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 310351 DATE ISSUED: 04.25.11 DRAWN BY: Xx REVIEWED BY: XX u Wd zo sr, 9 r- ff) C:) z L2- crD1 Q- Lu a ck < Ck� < z z w SCJ Ln In T-1 0 CLl V) z CL 0 c) > LLJ 00 < 0 U C\4 10 THE b0f OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY wir[i 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT) SECTION 8301 FOR 120 MP11, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIEN I =±0.18) WIND IONE THIS DRAVVINGAND DESIGN IS VALID FOR 12 morims AFTER THE DATE IT IS SIGNEDAND SEALED. SIGNED AND SCALED FUR THE STRUCTURAL PORTION r OF flS DRAWING ONLY. 2011 LENHAR CORP. -THIS PLAN MAY NOT UE REPRODUCED IN ANYMANNER WITHOUT WRITTEN CCJHENT FROM LENHAR CORPORATION. 20 11 , -fHESEDRAWNQS AMD UE31OPIS ARE THEO'Hr PROPERTYOF DAHSCO ENGINEERINO. LLC AND JrHE' CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHOWED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01-12-09 1.00 2007 FBC UPDATE 0/-17-09 2 9UppCE-M—EFif, ARCH. t .[)Llr5 3.00 ARC_____ 09-03109 , Hi REVISIONS IzOR 10-14-09 3.01 ELECfRIt;�[­OPfF(5N_ — _ -ELALI ai�v S Qm - __ _ 06.23.10 4.00 SALES OFFICE 200/ FBC — _ -�IZ-20QL-Slji,PLFI,6L[ll-LIL[)ALE- 10-01-10 4.01 MODIFIED PILLED CCLLS 11.05-10 4.02 ELEVATION UPDAIES VERSION NO. 4.02 1 1.05 .10 CA 25948 SAMUEL A. GREENBERG, P.E. A34245 THUY FI. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 _7 EW S" E . A L";1 0 s" SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 310351 DATE ISSUED: 04.25.11 DRAWN BY: Xx REVIEWED BY: XX u 15/32° PLYU100D 5I I- At' I'"''" REFEIR TO C/SIv Fc SCHEDULE. NOTE: SHEATHING TO FC FLOOR TRU55E5. ROOF SHEATHING J/56 PREFABRICATED TRUSS. FLOOD FRAMING PLAN SCALE: 1/4" = V-0° ROOF 0XIFER F)LIDIN6 GLASS DOOR DEETAIL SCALE: 3/4'=I' -O' WIND407 PLF ,,_ - -1 (2 -STORY) SYP �2 LEDGER LU/ 3/8" x 3 1/2" aG BOLTS 119/ FLAT WASHER '@ 2.4" G. INTO BOTTOM PLATE ' FLOOR TIRU55F5 � 24" O.C. ^X. ATTACHED TO MASONrRI' ,LI PER J/66 4 'F 155ONS, EACH UJ/ (4) 16d ,&5 TO EAI FLOOR TRU55 4 LE.DCER UP 3/8" x 3 1/2" G BOLT5 119/ FLAT UJA51-,Ef? v) ' O.C. INTO RIBBONS. . CMU THAI L PER 9/56 A c 2-.0, u - a_ m 0 CO 0 USF' CONNECTIONS CONNECTION QTY coNri. CAPACITY — FAs-rENsERSKx.�..-_��.. -- PER CONN. HTA20 1 1615 _ 10-1 Od x 1 1/2"-- H-1VV20 1 1315 10-1 Od,& (5) 1/4",x 2 1/4" Tapcons to Masonry -- —_-_-- �— HTW20 1 153024-1 Od x 'I 1 /2" HlVV20 2 3060 40-'10d RT16 2 2060__ �_— 32-8d x1 1/2" RTI 6 1 1030 �— 15-8d x 1 1/2" MUGT15 HUS26_ 1 1 3965 1925 _ _ 22-1 Od & .5/8" ATR EMBED. INTO SIMPSON SET EPDXY (S E FLAN FOR EMBED I- NGTHj �— 20-16d _ _ ---- --------� LL a } co o o� Z CV 12 WIND=337 PLF 15/32' MIN. PL)'UJOOD SHEATHING NAILED PER SHEATHING DETAIL 0156 115P HTUJ20 -, EAC1-1 STUD. -- WRAPPED STRAP AROUND TOP CHORD UJ/ 24-10d x 1 1/2" USP MP4F �) 24" O.G. I.U/ (6) 8d x 1 1/2" 'f•O 5OTTOM PLATE (6) 8d x 1 1/2" TO GIRDER FGRE-ENCINEERED GIRDER TRUSS 2x4 SFF 5TUD5 a 16" O.C. 2x4 BOTTOM PLATE lll/ 10d 1@ 6" O.G. (2 hROIJJ5) 3/4" FLOOR DECKING PRE-ENGINEERED FLOOR TRUSSES v 24" O.G. MAX. HANCGER: PER TRU55 MANUF. IRT)E Tfll��a F30 INSUI- MIN. (1) LA'T'ER UNDF-RLAYMEN'r FOR HOOF PITGN >4:12 d (2) LAYERS UNDEF,LAYMENT FOR (ROOF PITCH <4:12. PRE ENGINEERED WOOD TFU55 z, 24" /-H1JRRIGANE ANCHOP c EACH T RIJ55 0-(--- MAX / ROOF GOVERIN6 1/2' NIGH STRENGTH OR 5/Pj" GYP WE3 UJ/-� 1 3/v' DRYU)ALL NAILS OR DRYWALL 5GIRE1LI5 I' O/G GEII_IN6 E 01' O/C WAI_L'aI Q, 1/2' C;YP 11116 - D00LE 2'x S.P.F. TOP /—/I 2X BLOCKINC-T a EA. WALL 5HEATNIN'(3 JOINT I6" o.c. 2x 5.F -F. 5'ruD5 2'x BOT, PLATE UJ/ (2) IOd � &'0.(-11 y 3/4' FL111JOOD DECKING GLUED AND NAILED UJ/ 06 COMMON a 6" O/C EDr E5 AND 12' O.C. FIELD GYP. LUE> OR %z" PLYWOOD/ TYPE 2-j-1-1.1.1 0S6 (DRAFr5 T OP PIN(-,;) TO 6F NAILED Wad COMMON a 6' O/C TO ONE SIDE OF THE FLOOR TRU55 FOR AN AREA <1000 5C. FT. OF FLOOD. AREA 4 SEALED FENArRATION AREA W/ FoAh1. L AFTSTOFF INC SMALL DIVIDE THE C-ONCEAL.ED SPACE INTO AFFROX, EQUAL AFIEAS: PRE-ENC,INEERED FLOOR SYSTEM 1/2" 1-116H STRENG'rH OR 5/3" C-TYP WF3 (OR (�YP. TYPE ' X" � GARAGE ONLY) LJ/ 13/d" DRYLUALL. NAILS OR DRYWALL 6GREI.6 l" O/C CEILINGS a V O/G WALLS 2x8 5T05 0 I6" O.G. -- REFER TO A/5N1 FOE;- 5GREED DETAIL -" J, NOTE: LAP SHEATHING TO 5OTTOIr1 OF BAND JOIST TYPICAL (2) 2x TOP PLATES C-APAGITY - SHINGLE (ROOF- TRU55 SPAN 30' MAX ADD (1) 2x4 STUD � EA. TFU55 FOR 30' < TRUS=) SPAN < 40' (2) 2x4 STUDS FOR 40' < TRUSS SPAN < 4-1' - TILE ROOF- TRUSS SPAN 25' MAX ADD (1) 2x4 STUD '@ EA. n,-zUSS 5Rrr. FOR 25' < TRUSS SPAS! < 32' (2) 2x4 5TUD5 FOR 32'< TiRIJ55 SPAN < .39' 15 LF) ROOFING FELT UNDER 90 1.0 FELT HOT MOP(TILE) 15 Lb ROOFING FFLT(SHINrLES) 15/32" GDX PLYUJOOD 0.3.6. (SEF WOOF NAILING SCHEDULE ON SHT (.'NI) NUM DRIP EDGE 1 NUM FASCIA &,15 FA6CIA. - 12" ALUMINUM VENTILATED '15CFFIT I -ATTACHED WALL SHEATHING TO (2) TOP PLATE LU/ 8d Q 4- O.G., 2 f<:01.1J5 -1x2 NAILER -15/32" MINK PLYIJJOOD SHEATNINCF NAILED UJ/ Od COMMON NAILS @ 4" Or'. EDGES, AND 6' O.C:. FIELD (U.N.0) STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS UJ/ TOTAL THICKNESS y/S" OVER METAL LATH. FIRST 2 LAYERS 3/a" THICK EACH, 3RD LA-rFR 10THICK, -RII IN UL, MIN -ATTACHED LUAL.L 51-1EATHIN':t 'rU 2.X BOTTOM PLATE. UJ/ 8�d a 4' O.G,, 2 ROWS STAC-6ERED -- 2X E3 AND JOIST lU/ FACE NAIL 10d TOP g 67M1 CHORD, AND (S) FACE NAILS 10d a TRU55 VERT. LJE6 L5AND 'JOIST NOTES: - - -� METAL SEAT 1) LAP 5HEAT1,1INCF TO POTTOI`1 OF PLATE BAND JOIST TYPiCAL 2) REFER TO /S6 FOE: IJ'ALL 51HEAMINIG NAIL 5cl-IEDULE a — IUEcP SCREED INSTALLED P E 'R MAN_iF. - - DOUE3L: TOPPL ATF: -- U5P i"1P4F l) 16" O.C. UJ/ (6) 8d mf�� NAILS TO RIM JOIST » (6) 8d 2.00 2009 SUPPLEMENT; ARCH. UPDATES NAILS TO TOP r L_ATE5 — - ---- — SILL PLATE- P.T. 1'2 2x8 Z LU/ 5/8" x 10" ANCHOR E30LT LU/ DIMENSION CONVENTION 2' UJASHIEF.. '1) 32" O.G. 6 'M1 F C— 15/32' MIN. PLYUJoOO bl 1CATI1IN�F. SLE DCI AIL_ -/b6 (OPT.) FOR NAIL SGHEDULIE r' NE EUUALL AB )OVE MA60N RT WALL. MASONRY UJALL HAA -1-_ LEC -)END [lI[.1L(I �TiTf I[il�� NDIGAf ES 'FOP OF MASONR-r DESCRIPTION 0 ID mf�� INDI6TE5 roP OFMASONr:( � 2.00 2009 SUPPLEMENT; ARCH. UPDATES QQ�� 3.00 ARCI I REVISIONS FOR P ION PLAN INDIGATE5 FRAMED WOOD ;MALL Z INDIGATES BEAfIN6 WALL DIMENSION CONVENTION cl� N ) - \-4" f-F"`AP il= NALL 4.02 ELEVATION UPDATES C OUTSIDE FAGS OF b" /-111-)MINIAL BLOCK V) _>I____. Fr20M cu-rsiDE= OF BLOCK OVERALL 4 EXTERIOR OPENING DIML:N510N 1FL-oor), 5-[RUGTURAL NOTE) 0 � r�I. IF �DESGRIPTION _..__ 4 BA. GOL.0MN 1;,1/ USP 1 frT16 0 BASE. (REFER r0 DE -TAIL N/54 FOR ADUL.. INFO) (0) 2 x u SPF X12 (OR EQUAL) HEADER W/ 1/2" PL'f'WVOD Fi_I FC 'I -I, PROVIDE (1) 2 x 'I' JACK FA. END OF HEADE:I-:. . •. __ (2) 2 x 6 SFIF #2 (OF; EQUAL) HEADER W/ 1/2" I PLYWOOD FLITCH 51P,415 OVER) 2 OPENING5. PROVIDE (1) 2 x 4 •.JAGK (0 EA. END OF HEADED, 4 (2) 2 x 4 _IAGK5 @ INTERIOR SUPPORT. 4 AL.I6N 2 x STUD @ EAGH FLOOD? Ti-�U55. (3) 2 x 4 COLUMN W/ (1) 51 MP SUN M5TAM36 @ 5 5A5E" -TO MA`JONR-r WAIL BELOW. (REFER TO DE'I`AIL L.L/56 FOR ADDL. INFO) (2) 2 x 8 BEAM W/ 1/2" 111-YWOOD FLITGH 4 U5P 6 L5TAIb @ GOLUMN SPAGER OR U5P HU52b-21F CONGEALED FLAN()!'- HANGER @ (:5) 2 x 4 COLUMN. _f (2) 2. x 4 COLUMN SPAGER W/ USP wrA20 « _ BASE TO MA50NR'( WALL DELON NOTE: POWER E30X LINTEL (IuC5A. MIN.) GAN BE USED IN LIEU OF Pr?ECAS1T LINTEL OF EqUAL DEPrH i REINFORCEMENT A5 INDICATED ABOVE. NOTE5 - ALL GONINEG rIONlS PER U5P CATALOG (LATE5r EDITION). CONTAG-r ENC-iINEEIR FOR v ALTERNATE GONNEC TTION_S _ PRE EN61NEERED WOOD TRU55E5 5PAGED © 24" O/C 'I r'PIGAf_, UNLESS NOTED OTHERWI5E � 5EE FLOOR PLAN AND ELEVATIONS FOR J 1 ADDITIONAL ROOF INFORMATION. — IF -rHE GONTRAC;TOF:, TRUSS MANUr AGTURER, OR OTHER DESIG.,N PROFESSIONALS F.EVISE THE SHOWN INFORMATION, DANSGO ENGINEERING, LLC IS REQUIRED TO REVIEW ALL. FINAL._ GON5TF,UGT1ON 006UMENT5 FOR COMPLIANGE WITH DE:510-N IN"rEiNT PRIOR TO COMMEN( IEMENT OF THE Pf- O.JEGT. F k- A M I N& NCS I E5 �cE ;HfEET SNI FOR GOMPONENT 4 --._._.._.._. CLADDING Di=`5I(-;-,N R, ----SSURE UAGL.E. ALL PLUH51NO, ELEGTFRIGAL, AND MEGHANIGAL LOUGH -INS MUST BE GOMPL_ETE, INSPEG-FED, AND APPI)OVED I DE -FORE L?.E«UESTNG THE FRAMING IN��PEG1"ION (PEF�'. El3G. 10 i.>). PR�0VIDE TEMF Or AIF�', 5UPP0I- T FOFrl ALL MASONRY HALLS C RE -A -FE R, THAN b' -O" C>UI INra GON51-RUGTION. (F C, 2104.1.ci) ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 Www.danscoerlgineering.corn U m . -- v> EL0 0 W x W I w � </ iL Q 4� U cel TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE SIRUCIURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT( SECTION R301 FOR 12.0 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER [HE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCrURAL PORTION OF IRIS DRAWING CHLY. 2011 LENNAR CORP: THIS PLAN MAY Nor BE REPRODUCED IN ANYMANNER WITHOUT WRITTEN COPISENT FROM LENHAR CORPORAIION. 2011 -THOSE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROD -ECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: CD N DESCRIPTION 0 ID 1.00 2007 Fuc UPDATE 7 M 0 2.00 2009 SUPPLEMENT; ARCH. UPDATES QQ�� 3.00 ARCI I REVISIONS FOR P ION PLAN 10-14-09 Z < < 4.00 SALES OFFICE 2007 FBC 0Q2UPPLFMFNT UPDATE cl� N 4.01 MODIFIED FILLED CELLS ZC7¢� 4.02 ELEVATION UPDATES ,L -A _jC)u V) Ln U m . -- v> EL0 0 W x W I w � </ iL Q 4� U cel TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE SIRUCIURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT( SECTION R301 FOR 12.0 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER [HE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCrURAL PORTION OF IRIS DRAWING CHLY. 2011 LENNAR CORP: THIS PLAN MAY Nor BE REPRODUCED IN ANYMANNER WITHOUT WRITTEN COPISENT FROM LENHAR CORPORAIION. 2011 -THOSE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROD -ECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01-12.09 1.00 2007 Fuc UPDATE 07-17-09 2.00 2009 SUPPLEMENT; ARCH. UPDATES 09.03.09 3.00 ARCI I REVISIONS FOR P ION PLAN 10-14-09 3.01 ELECTRICAL OPTION -ELALLI:�Imcmu- 06.23.10 4.00 SALES OFFICE 2007 FBC 0Q2UPPLFMFNT UPDATE 10.01.10 4.01 MODIFIED FILLED CELLS 11.05.10 4.02 ELEVATION UPDATES VERSION NO. 4..02 / 1 1.05.10 25948 SAMUEL A. GREENBERG, P.E. #34245 U THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 EER�SEA�L: C.D9 1'a r ""SHEET TITLE: TITLE: FLOOR FRAMING PLAN SHEET INFORMATION: .JOB NO.: 310351 DATE ISSUED: 04.25.1 1 DRAWN BY: xx REVIEWED BY: xx 0 M FS) ROOF FRAMING PLAN C) SCALE: 1/4" =1'4' 0- o — co nI) cl WIND=160 PLF - -, ALL. GONNEGTIONS PER 05P GATALO(S, (LATEST EDITION). GON FAG ENGINEEI FOUR ALTERNATE GONNEGTIONS PRE-ENGINEERED WOOD rl U55E5 5PAC ED @ 24 L • c/6 TYI-'IGAL, UNLE55 NO_ -IED OTHERN15F SEE FLOOR PLAN AND ELEVATIONS FOR J ADDITIONAL ROOF INFO .MATION, IF I -FIE GONTR '-' c r � 4' ' �' GTOr-,, Tr�..�.� MANUI f\GTUI ,E r., Or, OT'r-lEr•. DESIGN PROFESSIONALS REV15E -[HE 5HOWN INFORMATION, DANSGO EN(51NEERIN0, LLG 15 REG2UIRED -1.0 REVIE�-1 ALL. FINAL GONSTRUGTIOrd DOGUMENTS FOR GOMPLIANrE WITH DESIGN INTENT PRIOf? TO GOiMMENGEMENT OF THE h.._ PROJECT. SEE SHEET 5N1 FOR GOMPONEt.i-r �t ,LADDINC� DESIGN F'RE55URE TABLE. ALL PLUMBING, ELEG-F IGAL, AND 2. �-IEGHANIGA.I_ RI OUCH- INS N1U5 f BE C,OMPLE FE, IN5rEGTED, AND APPr),OVEO BEFORE {;?EGUE`,TING TI-fE FRAMING IN5PEGTION (PET` I=BC. I0q.5). PROVIDEr�r / > SUPPORT FoF ALL J �,IA50NRY HALLS 5Tf?EA-Li=fe. THAN DUI:INO GON`aTF- IJGTION. (FE)r/ 2104.I.ci) HALL I _ E(E N11D M -11.1-11F111-1111211 I INDICATES TOP OF MASONRY o v` -O" A.F-F. V/Jl//�/; r/�{ INDICATES TOP OF MA5ONi`Y U , � IX—z�1 IT -4" A.F.F. I INDICATES FRAMED HOOD WALL INOIGATES BEAIRING WALL D HN(510N (C NVENT (N ,1" FRAME WALL OUTSIDE FADE OF b" NOMINAL BLOGK. FROM OUTSIDE OF BL_OGK OVERALL a EXTERIOR OPENIN5 DIMENSION () 5L I`LOOP, 5T��Ur_, URN- NOTESO -_-- USP CONNECTIONS CONNECTION CITY CONN. �...�.q_,.._.,.....�:.......,�.�_... r AS TE NE R S k',.�.,�._.._.._..�..,�.....,.��.�..x_�....�...._�...._...�.. CAPACITY I PER CONN. 1(10 2 x 4 COLUMN W/ USP HTT16 @ DA5E. 1 16'15 -- 10-1011 x 1 112" _ I-ITW20 I (REFEr: TO DETAIL N/54 FOR ADDL. INFO) 1315 _T^ _ — 10-10d & (5) 1/4" x2 1/4" Tapcons to Masorl:•p----- -- _ HTW20 I M2 1(2) 2 x -b SPI' #2 (OF' EOIJAL) HEADEF' W/ 1/2" _ �� 24-1_0c1 x '1 '1 /2 HTW20 .2 PLYWOOD FL_ITGH. PROVIDE (1) 2 x 4 JAGK @ RTI 6 2 _30G0 2060 3_2-8d :c 1 112" I EA. END OF HEADER. 1 _ 1030 -- - 16 -8d x 1 1/2" MUG f15- �3PI-#2 (OTR: E-C,1UAL) HEADER W/ 1/2" 3J65 22-1 Od & 5/3" ATR EMBED. INTO SIMPSON SET EPDXY (SEE PLAN FOREIVIBED LE�N�G IH _- o ' PL'r'WOOD FL.1-rr Fi 5PAN5 OVEr: 2 OPENINGS. 91 I Pr'.OVIDE (1) 2 x 4 .,IAGK @ EA. END OF HEADER n d 1 (2) 2 x 4 JACKS 9 INTERIOR SUPPORT. z C? 4 ALIGN 2 x STUD @ EAGH FLOOR TRU55. 2 x 4 COLUMN W/ (1) 5I1�fP50N M51-AM36 0 WIND=356 PLF �-_" r 5 BASE TO MASONR: ( WALL E3ELOW. (REFER FO DETAIL LL/56 FOR ADDL. INFO) IFN ION (2) 2 x8 13 AM W/ 1/2" PLYWOOD FLITCH h USP 6 L5 FAIP> © GOLUMN 5PAGER OR UST=' H1152b-21F _ CONCEALEDFLANrE- HANGER_© (3) 2 x 4 GOLUMN. '!! (2) 2 x 4 COLUMN 5PAGER W/ U5P HTA20 0 1 I B,A5E TO MA50NR'( WALL_ DELON -_-- USP CONNECTIONS CONNECTION CITY CONN. �...�.q_,.._.,.....�:.......,�.�_... r AS TE NE R S k',.�.,�._.._.._..�..,�.....,.��.�..x_�....�...._�...._...�.. CAPACITY I PER CONN. HTA20 1 16'15 -- 10-1011 x 1 112" _ I-ITW20 1 1315 _T^ _ — 10-10d & (5) 1/4" x2 1/4" Tapcons to Masorl:•p----- -- _ HTW20 —1530 _ �� 24-1_0c1 x '1 '1 /2 HTW20 .2 - 40-10d RTI 6 2 _30G0 2060 3_2-8d :c 1 112" RTI 6 1 _ 1030 -- - 16 -8d x 1 1/2" MUG f15- 1 3J65 22-1 Od & 5/3" ATR EMBED. INTO SIMPSON SET EPDXY (SEE PLAN FOREIVIBED LE�N�G IH _- HUS26 ^ 1—j- — 1025 ---�-_ 20-16d -1/2" SHEATHING FLUSH W/ FOP OF MASONRY & REFER TO C/S6 FOR ATTACHMENT 1.0d ids" .X 2 1/4" TITENS TO MASONRY BELOW ( SIDE) OR (2) M5l sJRAPS Yf,/ (26} 10d NAILS TO WOOD. OOD� SECTION ORIR WALL CIR DVIIM BELOW FRAMING rTACH M ENT SCALE: AS NOTED POWER BOX LINTEL (180 A. MIN.) GAN BE USED IN LIEU OF FIREGAST LINTEL- FOR EMAL DEPTH 4. REINFORICJEMENT AS INDICATED AF50VE. 2nd FLOOPy 5 ,ETU11�AL NOTES 0 1 MK, # 1'._)E5C. IPTION COLUMN w/ (2) 5IMP13ON MS rAM36 21 E3A5E TO MASONRI-( WALL BELOW. (F:EF-Er:. To DETAII_5 A/52.1 FOR ADDL. INFO.) -���- (2) 2 x & 5(F �:) (OR EGUAL) HEADEr'. W/ 1/2" 22 j F'L_'(HOOD FLITCH ("3) USP L5TA3o @ EA. END. i PR OVIDE (2) 2 x 4 JA6K5 @ EA. END OF HEADER IN/ SIMP50N M5-FAM36 T U5P HTTI6 @ BASE TO ! MA'JONR, '( WALL BELOW. (REFER TO DETAILS L/S6 I a' LL/56 FOI? ADDI . INFO) 1(2) 2 x 8 5Pr #2 (OR EGZUAL) HEADER W/ 1/2" 22 PLYWOOD FLITCH d- (:3) JSP LSTA50 @ EA. END. AI_ -I' PROVIDE (>) SYP #2 JA6K5 � (3) 5'(P42 STUDS , EA. END OF- HEADER W/ (3) 51MP50N M5TAM36 TO MA501\1f<"( HALL BELOW. INSTALLED MSTArIF36 @ EVERY OTHE_ F: STUDS, REFEF: To UE',AIL LI_/S6 1 Ok ADDL. INFO. (2) 2 x 12 � (P #2 HF-ADEF11 W/ I/2" r'L-(WOOD 25 f=l_ITGI-1 41 (2)1)5P L5TA30 U EA. END. PF�JOVIDE ° (1) 2 x 4 IA(,< @ EA. END OF HEADER W/ (2) SIMPSON M )1 f\M J6 @ E5ASE r0 MASONRY WALL BELOW. (REFER, TO DETAIL LL/56 FOR ADDL. INFO,) _ (2) 2-x 12 ` 'rP #2 HEADER W/ 1/2" PLYWOOD I 24 F -D 1 -GH a (2) U5P LSTA30 <, EA. END. PROVIDE (1) 2 x 4 .JAGK n EA. END OF HEADER W/ (2) USP I L5 -1'A30 @ BA5E TO F IAMi DELON.. 1 25 (2) _> x 12 5 (P #2 HEADER W/ 1/2" PL (WOOD FLI rGH (2) U`'>I� LS -FA 30 @ EA. END. FF:OVIDE- (1) 2 x 4 JAGK @ EA. END OF HEADER W/ (2) USP L_5TA30 ' I RASE TO FRAME SEL OW 4 (2) SIMPSON M5TAM3o BASE TO MA5ONR-( WALL. E,ELOW. (REFER -I-O DETAIL L L/56 FOR ADDL. INFO.) #2�GOLUMN W/ (2) U5P L5 rA30 2� BASE TO E -FRAME DELOW. 1 (2) 2 x 12 S"(P #2 HEADER W/ 1/2" PLYWOOD 21 FLJTGH � (3) U5P L 5TA30 @ EA. END. PROVIDE (2) 2 x 4 .JAGK @ EA. END OF HEADER W/ (3) JP L5rA30 @ DA5E TO FRAME BELOW. ' (2) 2 X 6 5PF#2 (OR EQUAL) HEADER W/ 1/2" 2d PLYWOOD FL.I-rGl-f � (2) USP L5TA30 @ EA. END. PROVIDE (1) 2 x 4 JAGK G EA. END OF HEADER W/ (2) SIMPSON M5TAr-136 oe PASE To MASONRY WALL BELOW. (REFER TO DETAIL LL/56 FOR ADDL. INFO.) (2) 2 X 6 SPF#2 (OR EQUAL) HEADER W/ 1/2" 2�T PLYWOOD FLITCH � (2) USP L_STA30 © EA. END. PROVIDE (1) 2 x 4 JAGK @ EA. END OF HEADER I H/ (2) U5P L5 rA30 @ E3/\.5E TO FRAME FDELOW, ENGINEERING, LLC P.U. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoerigineering.coni a N UW tzko M p zQ 0 a_ LLJ z > Lu r-, -' <<l- —7 h :c h z J J Lu Lr) U cd .---�, c) O. 0 Q (D L>LJ --f r- lam! i u T 0 C� Q U N TO THE BESI OF 111E ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION 8301 FOR 120 MPH, 3 SEC. GUS f, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT= ±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFIER THE DALE IF IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE SIRUCH,RAL PORTION OF THIS DRAWING OHLY. 2011 LEHHAR CORP: IHIS PLAN MAY NOT EE REPRODUCED Irl ANY MANNER WITHOUT WRIrTEH CONSENT FROM LENNAR CORPORATION. 201 I -THESE DRAWINGS AND DESIGNS ARL THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAU I HORI!ED USE IS PROHIUITED. REVISION: DATE DESCRIPTION 01-12-09 1.00 2007 FBC UPDAIE 01-11-09 2'00 100') SUPPLEMENT; ARCH. UPDAIES 09.03.09 3.00 ARCH REVISIONS FOR lUC1.P_I.L1�_ 10-14-09 3.01 ELEICALOPfION PLAN REVISIC7RON 06.23.10 4.00 SALES OFFICE 2007 FBC 2Q251 LFM T LTJ26 E,_- 10.01.10 4.01 MODIFIED FILLED CELLS 11.05.10 -1.02 ELEVAHON UPDATES VERSION NO. . 4.02 / 1 1.05.10 CA 25948 — VSAMUEL A. GREENBERG, P.E. #34245 E-1 THUY H. HUYNH, P.E. 11.60122 ❑ IRWIN J. BENSON, P. E. 1149758 FN EER,SE 'a vb y fir_ a SHEET TITLE: ROOF FRAMING PLAN ELEVATION C SKEET INFORMATION: JOB NO.: 310351 DATE ISSUED: 04.25.11 DRAWN BY: xx REVIEWED BY: xx r-- I `0 I LO 5 FE C, I F I G /-\ I- I 0 N 5 1. 1. ('�ONSTRIJ(LTION : 1. I. 1. AC,J 31E­O�, [3UII_J­AN6 (,OPF FZI_7G,)L,1F-�EI-IFNT5 F(X--_�, �7;'J`R.I)(__,_IURA!_ (,ONC�FETF 1. 1. 2. AC,I 5�0 05, ^1�7C,E 5/TMI�? 402-05 d AC,I 5`30.1-O'-1, A�_-)(,F. 6/TM5 r.-;02-()5 5PEC,11FIGATION5 FOP MA�)C�lr-�'r ­)TF.�uc,7L)F�ES. 1. 1. 3. A5FI-1 C,270-04, G4'7(v--O2, ANO G(10-01 5F1FC,JFlC­1\TlON1�, FOR I,-1/-V-;0NPf' 5TRUC,TUREI� 1. 1. 4. NATIONAL L.)F510N 5F­'EC,lFIC,AF1ON5 (N05) FOR �,IOOD C,ON5TRLJGT1ON, 2005 EI)ITION, AND ALL AGC,OMFAN*r'INC7 SUPPLEMENTS. 1. 1. 5, FLORIDA r.F51DENFIAL C,o[._)F (FF�C,), FLORIDA DUILOINO (�ODE- (F E3c,), 2C)O-1 EDI FION, (IN(�,LUF)1111C-� 20�_-)cf SUFFLEMENF) 1. 1.6. "MANUAL OF '5FEEL c.ox5l­F.u(�TION, ALLOVIABLE 15FI-.F'515 j7)E1'-_,I(3N", E3'f' THE AMERIC,AN it,i,-� ri Fu rF OF- 5TEEL o`�ON5TRIJT`_,TI ON, (Al'-�C,) --I FH Et7)1 FIC)NI. I . 1. -1. 17)E'7�10N '5F_'EC,IFIC,ATION Fr_)F� LIG71-IT METAL PLATE C,ONNE(�TF[7) HOCA-) TRU55ES'' BY THE -1 F-.q)'.,F:) PLA -I E N51 -fUF 17 -1 PI -(,)2. 1. 2. DESI(_5N : 1. 2. 1. AGI _-31b-05 L3UII_.1-AN(-7 GOF­,)F F�E(-�UIREMPMT'3 FOF-� '_-,_f_F,'U(_,TL)RAlF_ C,(�-11(_�RETI 1. 2. _�. AC,I 5-30- 05, A'3( -,E 5/Tl-l'� 402 -05 4 AC,I 5':30.1 -05, A'_?C,F 6/TMrD 602 -05 2. 1. 2. `�PFC,IFIC,ATION'� FOR MA'_*,ONF�� I' 13TRUC,TIJRE713. I. 2. -5. 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IF. 3� 2. t_(.�)Al) BEARI 111(�, GOI`,I(_,F-'F_FF M A 1-_,(:,1Np T1 E-I,t ',I*'.'. �jHAI_I_ BE Al�)TM C,c`10-01, I (FE 11 - __ -._ ., _O�� HON-J-I015-ILJRL_ (-,OINTPOLLEL�). 4. -3. z'3. ALL (�f_Ll..�) 6t (-,A\/'I FIE -5 BEILOI,�l 6R,AL)E 1,111-L. f -3L7 FILI.F-17) 1`11/ (-,C)NCPE*I'E IN ALI. 5) -TE -1\11 VIAI.I_�.,. ,j. ,-',. -'I. mE AG�C-)FREGDAIE c,_d­1Rf:N(5TH OF THE E31_06f�,' ANO MORIAP. F)HALL DE F'ry) - ,DOO FF�l MINIMUM. 4. "31. ��. METHOL,D OF GONCRI-7F I'-W�.01,1PY PLAC,Er,I ' FNI' AHL-.) (_-,0NS­T,-f!.LK,TION �,HALL BE (�,ONC)UGTEL) IN AC,(.,0F�F)AN,'_,E 1,11 'H 'HE SPE(.',IF1(,A-r ION5 A'-, ')TA TEC). 4. 3. �5. MORTAR SHALL E -)'F- -i r'PL `5," f -01P ALL �,IA50NRT` C,01151',-�UCTICA\I. -] � 3.1 MA'5ONPr FROUC-�Il OPENII,Ir; MAY VA'�.:.'.( N THF (*�'ROI)�, 1_,E-CFIOIN1 L')II-iEIN'1l(*.)N O'R Ft EVATION 11.)IMEN51ON 5)PJ_0F IF -17) ON FHE APPROVEP IPLA�6 FROM -1/4" TO A 112'' FER �,]_(,TIO - . 1\1 F��-.,C.)�.,.l -_-) 4 1.4. �5_FRUGTURAL L�)MEFR : 4_. 'i-. I.I. INIERIOP. I -OAT-) DFARINO VIALL5 SFF, fb � 6-1.5 P5�1, F � 1200 r.*,._=J ALL ExrERiOP. FRAMIN(`.) ',,PF, rb - b-15 F'�)I, F = 1200 K,,i 4. 4. 1.2. ALL FRAME HALL5 10 F --,E- (*.,ON'-)TF�Lk_,TEP V:�INC� 5FIF , 11 ") FOL-.) OUAL I F*f* OR BETI'ER 4. 'I. I'). ALL PLY 1100F) W�EP FOR EX J`Ff­-�-�IOFR AFFLIGA-I 101,15.) : ��HALL FIE APA ',,!.ATI_.F,') �-k]F.ATHIN(�-, FXF) I U.N.O. 4. _A. -_--.',. A I I ALL. PLi1-!00L.) U5,E1.) FOF--2 INTEF-dOR AF'F'L I(_,AF'1ONS 5L)CH A5 13L)El, FLO(.)RIE16� AI,IP SHEAR VIALI_�-�, '5HALL BE ARA RAIEI) ISHL-ATHINC, F_XP I J.�J.(*1). 4. 4. 4. IF O'55 BOAPL_.) '_5 1-0 P �F L�5_FP IN FLAC,E OF PLI"V100F) '5 l'O HA\1/I`. ")IMILAR. Of-�.' (5R.E-ATFF� ��)F(_,Tf(_.�N I"F�0PERTiF5. 4. 4. 5. 0110 '-_�TRU(.,TJJ'R.Al_ I_1DI`-lf_.;f:R TO F3F L)5FF) FOR AN EXIER..)(.-)R APF`Ll(�,ATI('�)N, VIC)OL_-) IN (',ON'l AC, I VII I H (�,ON0-?.El E l�) TO RFC,[__1VL: A 5TANE)AIRE.) &RAF)E PR.Ec1c1J)R1 TREA FIN(-.�. 4. 4.(-). 1,-IHEN P'r--'.E EN(�INEFF�FP TRI,155E5 ARE 6ALLEE) Fc'.)R 011 THE PLAWD -rI­F MAH0FA(.,T0RER. 1��, TG) �-)UDMIF SHOP F�)RAVIINC-_�S '10 -fHL. �_NC��JNFFR OF RLC.,01R.P. If. 4. 'I. PE'51C,N, FADRIC,A FF AIND ERE,:�­f VlOou ]RU".,!�,E �-) IN A(_',C,ORF.)AN(.-,[_ VIITH THE "F)E'516N SPE(�,IFIC,A­l ON FOT-_� I -161 -IT METAL F'L ATE C,OI'TNF(:, FEL) 1,,I00I-.,1 T­F�U'3�:-)E�:-)" F3 r THF AN'--,I/FfDi 1-02, B�,cd I - 013 'l. 'I. E). UNrFREATEE) V!001) '�,HAI_[_ NOT E3F IN 17 � .)J�r�EC,T CONFACST !,-IITII (�ONC,RErE. SI'AT PLAFES SHALL BE FROVIVEL) A -T DEARIN(-_,o, L OC�ATION'-) I, -II THOUT HnOPE-I'l TOP FL _AT F�_-�. . 4. 4� cl. ALL LXTE HIOI`� F F�AMF VIALL5 5H A LL BE S)IUC,(.,0 I:II`II')I­J- 7/�"" 5rUC.c,0 f INI'31-1 PER A5� M (,. 'T.'?b, AFFL r' -1) LA T`ER�5 N/ To F AL THI6i:.'-NF - �),� -Ile," OVER MEJAI. t.Aql. FIF11:11 ' ...' LA*ru,r?�� *.�',/,.'�" TIIIC,F'�, EAC,H. _3R�) LA'rL7p, /bil VHI(:1f:,*. 4. 4. 10. Nc.,TALLATION OF EXTERIOP LAFHINL, 4 FPAt-IlN(-'., "HAI -L (-,OF-IF1LT' FO "'11M c', 06,--5 Pf-:f-Z FLORIPA F? * 1�51F)ENTIAL C,00E R`103.b2 4.4. if. FIELF) CUT F.M.-.)1:�, ,I(_)FC,f­lF5 ANC) L_)RILLEI�) W)1_175) Of--- F'F�E5ERVAFIVELT` IRLATF17) I-10017) I)HALL DE FFEATE�._) IN FHEE FIELL_-) IN Ar_(�-()RUANC,F 1,111TITI AVIPA M 4 - 4. 5. FA"-_.)TENER'5 AND TIE 1__)Q�-IN5 : 4. 5. 1, FA!�)TENFR�) ANO FIE L)OVIN5 SHALL (_,0W-'k_)T OF F-!L)r A1, -!,E NO] l_IH,JJj[:_) -(-) * , - _F I.. ; " -1 )� WIFE';, ANL--,LE1-5, C.,HANHE _�, ; A�)Tf-1 A�-_3�-.,/-�,bM 04 F�j _- 3C-, ��:.,.--,l ROU1`0 MF FAL PIPE ; A5�­F1'l A53-02, r,RAL)E B FLI - :-6 I,-'.�.-i . 5GUARE ME-J'AL 1L)BINC-� ; A' --)TM A�,00-0:3ci, ORAL)E 1�, FLf - 4�.-��-**-.�,! H16�li �)TF�FNG,I'rl BOLT'-.) : ASJM A'�3,��­114 MA(�,Hlklf: i3o'-A-T!'� : (,�,ALVAIIIIZEE.) A' -_,1I`-1 A.",07-0:3 4. `.�,. 2. 1'��JFF F ME [ A t - - -)SORIE'�) '5HIALL C,ONFORM TO : Fy - -_3_5I.`.5ivIi Fri 6,11c) - A(,,',[:� (-7,AL\/AI"flZE0 (�OA711,1(� IN AGC,ORL�)AN(�E VIITH Ao�­FFII A5 -)5-E:5-1. '11. I�. ,-.3. NAILS SHALL ('�ON51�`)T OF : G(X,IMOH i,,11RE NAIL�') VIITIH MINIMUM P-1AMETER AS F-01-1-C)�\6 : r'�d - o.l-_,1'1, loci = al4b", l2d = 0.14b", (�d - O.IkbZ. 4. 5.4. A[_L_ FA�_-�TENFPC, ANL) TIE E-_)01,46 EI"lE3FI__)DEP IN 6OH(_,RFTE OP.. UcjEr) IN AN EX-iL_-'p ... OR 'A APPLI(,ATION ARE TO F',E(.',El\/I- AN ANTI-G(_'.)RR(_)�-')I\/F (,OATINC, _Rr MANUFAC,FURER PRIOR TO N'�)FALLAFI(>I. - 'l. :5. 5. AI -1. FAF�TFHE F�5 ANP FIE 0OI,'IN5 APE -1 (1) PROVIF-)E 71 iE UF'L IF F C,AF-'A(.,l FT C,ALLEL) FOI[R 11\1 I HE: FD!._AN5 APF A MINIMUM. 4. Ll�. 6. ALL FAc1Tf.:Ni_:R TIE POVIN5, BEAM HAH(L`)ERS, _101��,T HANC-,,ERS, AND FLOOP FRU`�S 1, TF -1 A PFI W� ARL� 7 O E3E I NC`) TALLEC) I `1 AC,C,ORT_)ANGE V4111 H I HE PLAN�) AND � " 5PFC, I F I (�,A I'l O N'D. A -7. C, O J� I (1, P, 1 � I E E �, I E', E F � I- � : I--) '- I' P; 0 I. - F 1� � L J 5 E P F 0 11; � I �) I-' L I F: IF A Q � E I G1 E 3 E I, I E T �) f : T T I Y. I 0 F 1. F 0 1. 5, - !NJ I_IAL 5ET OF -IHL7 �'.,ON(�RETF-, 5PAC,111�-_-, ANP AL16NMENT ARE TO E3F IN AGC,01RDANCIE NI Fri THEE L_.)E5l(-.)N PLAN' ` , U.N.O. AL. FERNA TE15 1-0 ".1 BOLT5 ARIF NO7 �D ON PL A N5. 'I. 5. b. 6ON(,RE'lE- ET'IF-3L_1)T.,)FF> TIt F)OVIN5 U5EP FOR, I'RUF�,5 ANT) VIALL L,F)LIFT ARE 'v.) BE FL -A( -,F --E) AROUHF) F-1­11-3EF)F)EP REINFORCING, PRIOR I 0 Olr-_'. 11\11-111- E PL A( -,INC, (-'.�'F�.ol,11. 4. ,6. MIGRO--LAM LUMP)E-F_1,: .4. b. 1. M I C, P. 0 - I - A M ", i R. I- "., �'.� (-.� p ... APF.�) ';FIALL F`ROVIL�)E THE FOLL_0�111\1(:� MINIMUM PROPEFrIES: E -- 2,C)O0,O(__)O F'A F L-) = 2,150 Fid I` t. -- ),b5o F-11:31 F -C. -- 500 FD' " I (F_)F.RF_'FND1r_LI1_AP) I _- c - 2,700 WARALL-F-1) 4. -7. STEEL: Fv � 1')E55 Fo�_)l 4. _�. 1. 1`15VAILLATION OF Aid. '�-FFEL To BE PERFORME-U) Bf AH EXF'ERIENr.E-[.), GUALIFIED 5 F E E L E R E (�, 1 OIR. 4. -1. -). FAB1PI(­,AFE ANE.) EF!l__(,­1 Al -l- �-,TF�11)CjURAL ,---,FEEL IN 111(�,(*..0'RPAN(-,F_ 1,11TH A.1.15.G-. - -)E51( 710N, ANF.) E�F�(_,1­101\1 0 -I, , (.Tu ,AL SPF(,IFI(�,ATION FOF� THE 1, ::.�H, FADRI(,A F 5 FU , p 5TEEL FOF� _PLJILI7)ING,5". 4. -1. :�. 5TRL)6TIVAL STEEL: A51'M ­3bl3blll 04. 'I. 'I. ,1. '5 TEF t - Wbi NCv! A5 FM A500- 0,3cl, (:.��_-�AF)E D. 4, -1.5. VtELU)Er_. - ) o_-,ONNEC,I ON'S: E_10XX ELEr.-moE,)E,_'�, MINIMUM SIZE Fli-1-1--1 VIELF�-) '3/lb", AVI'5 r,FRTIF1EL7) ,,IFL1L7)EJr�'_,. C,FRTlF1(',AjIOlN 'FAF'f.F��5 TO E3F 51UBMI TTET.) UPON 'r-.'.E(��L,E�VT. 4,1 (). VII IF-R.F. '�TE F -L DEAM'__7 ARE CON-[ N0010�-_� OVFFF-'�,' (_,OLUMNr�>, FROW:)E HPF) STIFFENEP.. PLATE�) OFI EAGI-1 '-,11�)E OF 'HE kIIH3, OF A -TId1c1F'.NF`)j FOUAL To BEAM Fl AN(-vF I HIGr.N1_`1'), t_0C,ATT t_.) AT THE (:,EN1 ER LINE Ol: THI_: TI)E3L (-,0LUMN. 4. -7. -7. THE `_�FFFL FRAME I-, 'NON--�-�I_1_1` `-,iVPORTjj,IC,". A17)FC - . - ,,oU -1 F T EMFF'ORAF�T c:)Ui-,Pop. r �jllA[1 E3F FROVIL­-)Fl�) B*r THE (-,C)I,ITRA(-,T0R UNTIL REOUIRE-L.) (,0NNEC,T1r.TN,-, OF. ELEMBNT'."., APE- f,I F'LAC,F. �\10117) c - - e,'-- I t- TABLE ___� I (_-_.1Ac�-)E L___)E-_,)1(:-::7)N F--/'[--)-E----'----)c:-,-)L)-F�,).c BUILPING [)ATA ___ WIND 51;:1FE_11') 120 MPH WIND IMPOF:,,TANC,E FACTOR -- (ILLI) = 1.0 l.UINF) Exp0F)UF_11E __ 'C" (FFC R301) INTEERNAL F'RE�5SIJRE (:,'(_',EFFICIENrz �/- 0.18) ENC-105ED F,LE)Cill [)E5IC-';N1 WINE) FF,E55UF,'E. (COMPONENT AND CLADDING;) WOF5T CA��_" � _ (10 5i: - END ZC)NF) I END ZONE 16 OND' wi rw�i 5,-v OF ALL EXIERIOIT,', 51.11LDINC; GORNIER.5 (IJINDOUJI5 AND DOORS 120 MPH � 3/63 P5F / - _,'?,.�- P�.')I_ (END) UNLE55 NOTED ON FLOOR f1L,,%N5 + 3&.3 F15F/ -3�:J,3 P,5F (IN[EFP,IOF) UNLE53 NOTED ON FLOOR f:)L4N5 . GAFA�:il-: DOOR5 (\/ = 120 MPH) 5INGLE �Dx­l �11,,,'p F-�')P / -31.2 FISF " POUE'dLE 16xl �26.11 P,6F / -29.4 P,)p �--i-�---F:�U(-'�-FUF--�,,/-\.I- N(_)T'E-5-- _/1. b. SC-) I L: 4. �5. 1. I I it- F-OOFINC� 15 r)I`d6l'IFF�) EllA'_-,E ON 200OF-clF �,Gdl DFARINC--, PR[,-_,71c1U�ZE_. I C,ON J-RA(,J(>,./(_)I,INF F� 1�+IALL. VERIF T' ��Olt, E�E ARINC"5 FRE-55URF Of- TI E F'ROF'05EE.) �)ITE_ �1. P" ". AILI_ c( -.)I[ I'-) To E',E (:�LEAH d P01�-)ONEF) FOP FEI::,'.I-ll TF`j PFR FDC, 200 1, R.F_c1IVI.:NTI/'�L 5E(:�1-101`1�--� R.320.1, R_3._.)O.2, R520.,",-5, 4 R -10-'j. TEFzMTE F,i--<�(_-)-rEr_..T1QN - PLANS MUc__3_F SPEGIFY 7YFE OF TEF-ZKTE TF�EATMENT * 1`)ull Ch,itrnlc.ol Dcwr,k-r Method # O[,Ihc�,r- lr,(---Ioi:�ryl�,rl� - I -IL) -,t. ,-pL-,clFLj pr,opoc,�-,d rnE�thocl cincl �,ubrnll dor,urrioni;r-ition, v-1111�-I­ '�Ub':-tc.intlote,c, the. pr,or-)oCl�i:(,1 rn,�.,,thod, IE, cin oppr-c)\/(:.,d ter,mlte. [Lxotp.�,tlon ,3y.,�,Lorrl uc me,thod. IF (_-,HE�-'1Ir_.,AL SOIL TEF�MITE TREATI\-1ENT 15 USE[-) �. r--t:x_, I(..17,.11- ,/\ F)�-;crnurienl ,�ig­T t,ii-II01 cle�.,rvtifl�:,­� the, tecrrite, Lrc:rjIrne!nJL pr,()\/IcJ,_�-r cHjrj nee,d For, ce. lnsp,:.�c.I.Inn cind V��otrnE-rit (�ontr-o,:7.1. r,c,not,,Icfl ,,lholl be, pcovldc�d. 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P_-_;32O.I.-3 IF 5oll lr,f�,rltrn�,nt i5 u�,e,d for- 5A)bltewwr-(in,�-,cin tp,(-mI1;F,, pr,e�vc-ntluo, �,,pcic,c In c.onrret&-. flonr-5 box�_d out or- For-me,,cl lor- IhE, �.,ub,�,DcjwF:nl. ln5,!,n1Ik.iIA)n oF PlUrril:7,inq Frr.)J:)F�, d(*cflr)5 or- ony qui�:Ir, pixpo5r; �,h(-Tll b��, u,ecAted b�j ;�t,lrvj plci-,tk. or"mot.cil p�-,r,ryionenl: ILI 1�)ICAC.CCITC)Crn�-, of �,�)Ff[,-_icnt cl(�-,pl:lh to o)ImiricAito cmu, pkinned �,(;dl d5h)rlr-)6n6�7,� oFt.e.(- Initicil o-,horYflr.oI �,oil'tr,I;:cltrnem. �3. R�-5:2)0.1.,Iw IF �,oll ix,,�otrnrE,�nt 15 u�,o,b For, �,ubteccurie�on ltor-rnll,,E� [-x,f-wontlyn, c,lhyrnI,_ciHy fxcutco-I soil 5-,h,-_iII b�_ prolo(,Li--�d "iLln (.I m1nimurn & rnll vnpor, r,t�;tycd�-r, to r?r­nLoc,L c.i(.3(.-.iIo5�t (*ciInFy1I cillutlon. If r,ciInFcIII cw�-(-.ucc.� b�-foce vc-Ipor- r-o-i;L(-w-(-,I6�.c plo(,�-,rnF�nt, re-,[r-c�:citmenf, 1E, (,,�-,qulr`,��cl. AnLj i,,io(*,, IrTr,ludInq plcw.EF;((),��rlt. OF (,(z.�Inlor,r,Irl,�j ,)t,L�,ill, C.Iono cfl`1r;c che .. r�jt- - rnl(_�,Al tr,ea�ryionl ' until Lhe C,crxr,E-te. Floor' k, po")Lxc�cl, �)Fcfll be dono Irl �,uc,h ,Inne-"(1 (r�j�, to (ivold r_-)0n0Lr-0LIrr1('3 cw' (�,fl,�tv'blno_ trecited soll. 11. R-32O.I.-5 If 5,oil �r,i��(Arno��ot 15 05,_id `Or, e�-ul-.)I.6�r,r-une.uri formilto rDr'6��vc��rjtlo(), coric.i-ete. 0V�F;r'p(_)Ur' or morl,or o,�,c,urnulcil;�,7.d Cfl0n(.'j I.Ih,�. �,xt,�-,(,Ior, Fr)L)r1dCII,ic)n r-,er'jr(jr�te)(' a,holl b,5.; r'cmove,cl pr-Fs)r to r;xi,e,r,lc)r- r-hornk;ol ��011 :ce,utment, to erh�inr_6� ve--,r'I:I�,(_iI penetr,cAtIon oF Llhil� r-herydr-ol". I O. R`320.1.6 IF 5()II I.r'e�;Otrn,�;nt 1,_:� ),�od For, �,u�)Lccco-irie;rio ;E�rffili;,3 pr-e--.:vc�mLion, chornk;ol soll t(-E�,,utrnerit5 F,holl ol�-,c be opr,-)II�--;d unde�;C 0II A�Xte,r'10r­ (�OnCXr;LC, Or' Clr'odE, �-Jthin I Fool, (3305 rnw) --F tho pr,Irnocy ��tru,Ltuco 516�--�vjcfll,,. Alk,c), (.I veritic,ol c,h,-.,rnIc,6iI buccler� 5incill ��tl oppliod pi-omptILI CIf`L6;r' c,on�tr,uc.tlon 1--, (,ornplcted, Induclinq initlol lorld�,c�r_ipincj and ir,r,ic-.3(iti()ri/F,pr,ln��ler- ln5tcillOL10n. ArILJ 5611 615tucbed ufte.r, tho rherol(�cil v,i,.(-�.Ic.of borrk=,w 157, oppll,��,-__j 51`1011 b0 rdr'OrYirtlt� r'etr'r.citecA. 11. 17�-_-320.1.-1 IF o (c:;(-dI5,f,E�r-e,cJ t�-rrniticiclL; For,mulcAt-,d cind r-r�cjl5tp,rod Ci,:� (.I bolt 5ptern 1�, uw,e,d For- ,�ubtEwcone.cin tr.�rnll,o prpvcntlon, 5oc.tlon�5 R5_;0.I.H,hr,o0qh R.510.1.�-) ,do not dpplk�;ho�-iovcc,o -,Ici.nod . - -V ' (.ontcur,t. us��vr­lnq tho ln��Lollotiun, mr-drit,,,ricinco cind rnonIll-Or1riq of thr---, bolIting 5,p orn Foc (.-I minimum oF 5 �JeOr-E, Fr(--)rYl th��, 1�,�A)e�, OF :he� (_,er'Llricot(�� ol' 0c.c,�.)pciricy T,holl bo �-�­)vlci,pd to th,� LVIding ol`FIC,i4-�l pclor, ro tho. r_ -)our -Ing of Lht� 5�lob, cincl thc- 5y,31;c.m rnu��[ be Iri,ltollecl prlor- Lu rlwil'bullclfinc� opprovul. 12. FE(, R32(").l - All bWldln(�5 cico roquireci to) hove pr-e-,-_on5Lr,or,tj(:)r1 bcoatmonl;, 13. R320.1 T6�,crriite, Fr,o�.o�,tlon. Ter,rfilf.,�� pr�otec,tlon 5holl b,�; pr,ov!c.Ie-.c1 L -y r-e�cjlc,tc�,r,�-,d ter,rnitk,ide,-�), ino,ludIncl �,011 cipplied pE-�,1:1(,Idc;�5, bc,11I.Inq �-�Ij�,teal�, e -Ind pe,51tICIGIC-:5 upplied tv "ood or, othF�r- oi�,-)provccl rnE,1;hod-s of tocrrilte pr-(-)[.e�ctlon lnb,-:IiE,d for, L)�,c, ,:F5 o pr­c;vontotive, tr�e,c,Iltm,_nt. to ri��vi Con5truclon. 5etw-; 5tm�(Alom )0',', N,-( - _115tor-,osl Lor-t*nILIMric�.. Ur-,,orl (,ornplctlon of" the cippllnotiun oF t�rc; ;6E:crr1ite rjcoltE�c.tfve tr,cr_unrL;r­TI;, o C.,F--.rflFZob� or Corriplione:-.o .-,hcdI bo. i�,F�L)erj to the buildrig 6�_)e.ir'bryionL bil th,�� lic.onsed pE�I,�t c,ontral c.(.;,rnp,:v-,y thciL (-,or)Lnio�, tho fokc4,jln�rj ,,L,I:oLomonI: "The bUildincl hb�-, cc��eflvorj ri ("Orrip lote, :F­6-(-4tryIo'_nt for tlh�,. pr',,yont.lon oF �,ub1.(--,rr-on,E-.on t�orwflte,�. Tr,eciLmont 1E, In u7_(,or,donc,,D vAlh r,L)JoE, cind Ici�-I%_, 051,nbll!�Ih�,d �.-)�j i-h��, 1:VwIdu FA�pur-tmontl oF A(-jr,Ir,olf.ur,e_- cind (_.,on5,urYir;r, 5w-�cvl,-_O�,." 1/1. R320.2 penelcotion. I_-)r.0I:r(::�r_tI'/e :51oeveb or,C)l n -1 r,' - I (- pon,�;tr,otinq c,crFc,r'e-;tr ) - I �, I ' _� 51cA -on-qr�o:Icrlo f oar,c-, 5holl not be ol (.ollul(_)�,E, c.ontolnincj moter,ir-11". IF soil reoI,ryi,_,nt 15 u5p-c-A for -ciubt,�,rron65on IE�r,rnfto protection, the ,�Ieevo �,hcdl ficive ri mciximurn �-x.fll l:IhI,_Vnp55 oF 0,010 InGh. ond be seole�tj �-ilthln t�la 5Z) u5ing ci ncn-cocr,oMve, (�IcAmr--)incl clevire, t(-,) elirnincitothe cAnnUl0i" 5POI-0 betvic,en the pipe ond the 5 eevo. no ter,micide5 0ioll be cippTled lnc�idc� tho 5loeve. 15, R:320.5 61orinincj. ce,IIF, onr-1 c�(_iviti(-35 In mo5or unIt5 or)d o1r, gors, b�-t;,jeer) br�lc_k, 5tone or, mosi5oriry holl ��o (,Ieoried 11_� I I ve�-.ne--,orc, ond the, e,true,tUce, �,v (I rill nonpro.c,orvo ive, Vented o(� nonno-ituo,olly durcAble vjoocl, or- other (_ellulo5,-.-(_ontcflnIr)cj rointo-ricil prior, to r_on<-.rete plcir�t,mont. 4. b .5. `�OIL IS TO BE C-OMPACIED TO ciD% MOFAFIE-p FIROGTOR AS PFFIHEL�l BY A51*M F,� 1557-00 NOTE: BORATE APPLIED -1-0 ALL FRAME MEM5ERS �-wr,i-m 24" A.F.F. 1) METHOD OF- TREA 1 I,11 -:HT ��,i iALL E,E APPROVEE) f3*r TI IE OOVERNIN(`�', _JURISDI6 I 10H "LIGUID EORATF- OR [-�,(��)[,�-A-(-,O;�" PR(�)L)U(_1,T Ml­­[J(-)t-)�w, I-Iij,317 BE L)E'I-FRKNE�) AT PF R M I F 5 FAC -L" , 2) � F'RE�-,��URrE 1-1�7EAIEE.) LUML3FF� FHAI- HA5 b1_124 (.�L)T_ OR DRILLEU THAT EXPO�7;'ES UN1R..!-ATEI_',1 FORTION5 OF 1,-100E) AF-'�L RFr�)LJIREL.) 10 UE FIELD REATED TO FI.-�F-VENI' NclFGT INFE'_,,IA­1I(,)IN. - ____ - NO -FE: IT 15 -1-1-IE (_-,0N-FFD,/-\r_,,-F0R)5 RESPON�--_)IBILI-F'r 1-0 FZEVIE�\l ALL DIF"ANIN(35 BEFORE- GONS_I_R:'U(_-,_FI0N BEC-71NS. DANE --)(_-,0 ENG-INEERIN(5, LLC, 15 RESPONSIBLE FOR -FHE S_FRUG_111:��AL IN_FE(:5F,.I-I--Y OF _FHIS FR0,JEr,T ONLY. AN"r DISGF�J,EFANG'r BET�\IE_-EN FIELD GONDITIONS, O_FHEP. ONALS' SHOP DRAVIING75, (_-,ON_FRA(_-,TOR)'5" BUILDIN6 XE-FHODS, AND -FHESE 515NED AND SEALED DRANIN(:-)S I\I1US_F BE F_)7-),OU(7,_yI­IT TO THE A-17ENTION OF FLORIDA DESI(51N SOLUTIONS, ING. F�'RIOR TO THE C,OX�,1ENGEMEN-F OF GONS--FRUG-FION. A-FIEN-FION: (__-,HEMIGAL GHANG�,-,ES IN PRESSURE TPFA-rED 1,\1OOD5 AS OF DECIEMBEP :---,?,IST, 2005, C,kIF,'OMATED COPPEP. AR5ENA-rE (GGA -G) HILL No LON(::-�ER DE PRC')DUGED FOF_� RE5IF_,)ENTIAL OR G-ENEPAL GONSUMER USE. SEVERAL NEH PRESSUR'E TREATED HOOD ALTERNATIVES HAVE BEEN GREATED TO REF -1 -AGE GGA -r_,. MANY OF THE NE�\l PRESSURE TREATED HOODS - USE GHEMIGAL� THAT ARE GORROSIVE TO STEEL. IT 15 THE GONTF�AG-1-C)R'S RESPON51DILIT'T" Tc') VERIF'J' THE TYPE (--)F 1-1-OOD TREATMEN*T AND TO SELEGT APPROPF�IATE G0NNEGT(_X-�-::) THAT P.E'::-;dST GORRC-)5ION1. FOR EXAMPLE, AGu-c., AG(_-�-D, (__�BA-A, OR GA -E3 REOUIRE HOT -DIPPED (5ALVANIZED OR STAINLE55 STEEL FASTENERS. Do -r soDium F3( -)P_/ -\-FF (,:�F,,x) r-)r)Fc, �,In"T- 5Tf_­_z_-),UC,_1­_UfRAL. NOTE�-__) I .- REO,UkRED SAI`E1_'( C3LAZINC3 IN HAZAF,�POUS LOC,ATIC)NS (F�E: 1"F,�(_-� "F�-i30b.4) 1---Z'50853 HUMAI�,I lf-V`A(�T LOAi7.)1--,. IN1.)I'0r-)1,)AL (_�L4�ZEH:) 1',RF-A'�2 N(_I_1,1L:,'1N,.'�,, �.-,,I.A­,­�� MIIRR�'AWFI IN IIIVARD(')U�� . I I --,' - _�)T ' -MF 7�� L(-)(.,A'l K'.)N�; �-,U(�Ll A'5 I 1-10�:.,F Il`,E)!(_'­-'\ `17`17.� A,�', I7)F_-f ... HED 1`1 �,F`_,l ION R , - " 31'��5.11­ 31 IAI � I. � " � 3 I'HE: 1 I- Rl�(",)UIRE _-N� '�)(., 16 ('.,FF?, PAF�,'­[ 201 C�Rl 'ERIA _09-_' (,A r'F-:(�,(,;i-',.,Y I 01 OF Gi k� C/XTE,1�',C)I",'.'r 1! A�, 11,117C,AFEL) N ­IAf_'3L_E_ R-3(_')�_',.5 1-.--Xr FFITIOJ1115; 1. POLISHF.D VIlI`z-'E-D C,L.Al.",­-,� Fol-� Jl;�E IN FIRE 1,')O()'*��, /\1`0 OTHE17 FIR,f7 F.?,t-';,i5FANI' LO(�/VFION��, ��,HALL G01-11FANT' k,fl7H AN151 ./c?I.I '). 1_01jvi�_. RED V1111ID01111C) AN[-) .JAL(..)U-.�IE17; �-,HALL (_,01"ll"ANi" KITH '.,L-C,TI0N R:!,OP',,2 �,',7;0�,',.-,', HVI,ZARF)01)!�, L.(-.)C,AFk'.)INc,. 'THE F0LL0I,,IIi,I(.-..� 1"dI/-\I_L BE C,()H�`)117-)EF�FC) ��P-E(',,11`1(� l-lA/A1-,�_,-)OUo­;, _.()(_',ATl(.')N5 FOR' "[H[.-- FUF,�FIOSE OF ('.�LAZIN(S�: 1. c71AZINC, IN `,I,­I1H(�IN(5 0001R,e,) EX(!�LFT ._IAL0US1IrH,. 2. G; I - A71N6 IN FIXF17) ANT-) '�LlUiNr-, PANELS OF SLIE-)INIO POOF? A511EMi3l. F5 ANO PANE15 IN SLIKAN(� AND BIFOI 17-� �.,L,'_)5E F L',)O(.'.)P Al��'�EJ,I_BLIES. -3. (�,L.A/ - , HO IN 51'01-7M 1.)O�- . .)F.?5. ,1. 6L.AZiN(w- IN ALL UNJ"��AMHD I�J,11N(`.-INC:� F�OOR5. I �1. (�LPZN(-) 1111 F)00E-'.�5 ANI) FNC,1,01�;I..T�F_-15 FGF? HOT 'Wb":�, 1,411F,�LF'001.5j, I)AUNA5, 51t -AM R�OOM5, 0,,',_IITFl,1:3�`,, ANP '_.I1-IOI,,II ' _W.,_�, (51_.AZIN(�) IN AlTr' FIAPF OF A 1-,UII_t7dN(-;, J,IALL El,k�1.0�311,1(_D FHEF)r- (,01',VAl",�f-MENIF� I,,IHL:,Ri- 1 -HE Bol'iOM f.XF-1013E!-) L -1)(7,E Of: THE OLAZIN5 1�) LF.IY3 FHAN ��O INGIIES (152-11-11"l) `-II_A'-;UF�FD VER -I I(_,AL1 �( r'\E30\/E ,,',N T, �­'I ANJ:.)lN(__:, 017 VIALKIN(-,-� 5URFA(-,E. b. (--)I.AZ1N(-,, IN AN NC)IVI[-.)lJAL FIXEL) OR. (_-)P[-F-_�AbLE PANEL Ar�)JAGENF F(..) A 1"_)00f',� VIHERF -HL" NEAF�1'."3F VER?TI(.,/'�._ 1: - F�01._ 15 ,,11'If-IIN /', 24-if,l(>1�61C)Mf-f) AF,'C, OF THE L:)c-x)F`, N A (..,L(��,ED Po!�,ITI(xl ANO K-10�,F. DOTTOM ED(7.',E 1."", L.F'1/5 THL4N �',(.) N(�HF`� 05211MI-1) Af-30VE.: THE F-Lo-OOR OR NAD�,IN& ,3jjRF",(,,F-. I - T (�*,L,,\ZlNcl�� il,l AN INI:�)IVIF�)L)Ai FIXE -D ()f;-1, OFFIR,,NbLE FANEI - , 01HI-R THAN THOSF I_O(',AFlOJ,I5 OE",�f,RIDEI) I' -I ITFI-l', 7) ANE) 6 AF"3OVF1 THAI MEE-I`) AT I OF THE 1-01_1_01,11NC7� (_Oj,j[)I7I0N5: -f.1 �XPO'._;,EU) AREA OF AN 11,101VII)LIA1. HANE 6REATE'R -THAI,[ ,-I '�OUAF,flz lzl__[_�T (0.6�-3�) f-12), -I.2) E(.�)110t-1 1:C)c5E LE135 1HAN lc', N(',IIF'_`) (1,151 Mt, -1) AE_',( -.)VF THE FL.C)OR. '1.�_-) �OFI r -_� E ( I E _'�'- "HAN _36 !NCHE5 (cilzl M1,I) AEOVE FFIE FLOOR. D(L 3F, :A 'I'F_ 1% 1 -7.4 ONE OF J -10F!11.7 �AAI_ K-IN(5 _-.�Uj-.�F _161-s Vll-r HINI _-__,,'� IN(>IES 014 MM) I ioF`IZON 'ALLY Or` THE (_5 L A Z 1 N 0. 5. ALL C',LAZINO IN RAII ll+­�� F�F� _., C7,A11-_�E)[_F`6 (-)I-: AIN APEA (-')P, HE161-41- ADOVE VIALK'.IN(�� 9.)RFAGE. - " lN6I_UF,"1E-D AR� '3_FRLJC,FURAI_ DALL)'31ER PANE -1-5 ANF.) N(.')N�)T�4)(_,'FURAL IN 1-11-1-FIANE, 5. - I - 1. �5LAZIHC, ;N VJAIA_'� /�,NF; F:EN,-'.FF3 EN6b.')'_H`I- INPOOF-1 AN17) ,'__)UF[.)()OF,' ��,!,,0-11`-111\lr� PO(.)[_�`), HOT TUD5 Aj,iO -` ::�,A,'_) �`IHERE THE- E',,'._)i IOM !_P(.�," 0-1 T�JF OLAZlik�, 15 Lf__-�`.6 TIF,,',N cI.,O 11,10-11-5 (1524 MM) - - I -, - ABOVE A, I��ALI<IN(�-, `,IjFF,�',(_F_ Ahf'.,� t­I:Ti IIH �-O Il`1(-HE'_, (15,24 MM ) IjOF�jZOj\j-J-AI_J__T1 (:)r THE �,IAJ­Et,','�, , 11 EPOtz. 1111�� C)HALI. ,ATIFLT, To �:,iNc,)f.p C,1 AZINC, ANE-) /,LL PAINE--_�� li"I MULTIPLE (-,',I.AZlI,*. 10. 6.,LAIZIN(E) AL,._iA(,I._-1NT TO S5L\iR111.4,,,,c,, LANL)11\1(�r�, AlkIL.) F�AMFI", le-flTHIN :_3V11 IN( -,Hl--,-:;) (11141 MM) HORIZON TALL'r OF A VIALK.IN& "'UFF `AC,E !.,1HEN ­T!111�" FXP(_,11_�FL�) 5UF,11A(A� c,F- THE c'-,)LA51z� l�) LE55 THAN . &O N(�HE�� (15�,'4 M11-1) 1150VE 1-1-11---- PLANU, (--)F THE A[)_1A�'.,L:HT ,,/\Lr,*.lN0 SURFAC,�7. . - - . 11. (--,,LAZ�N��' ,41L','_�A(.,F_-J�T TO '_)F`AI,R11,JA-i"1__-, 1-11 -THIN 6)0 N(-,HE,3 0:924 MM) -lOP1ZoNT,,I_I_-T` OF FHE E)OTTOM -1 T,_�FAI_) OF- A 5 f1A11F,'l,'IA ;' IN AN r LDIREC,l HON �-IHFN THE EXP05�F-d '�I)R.FA(��E OF: Tl IF- OLASS Ic7, LF -55 Fr,',I`,I k,O N,':�HES .'1�32,1 I -IM) ABO'/E THIL: I,ior,�_ OF THE -IRi__AP. EXCEPTION: THE: FOLLOt'lIN& `R,OI'_',UG F5, MATIF-RIAL �3 A NE) J�,E5j ARE EXEMP-1 FROM FHE AE -,,:--)VL-. HAZARPOUS 11 LOC�ATION5: 1. OFIFNIN(315 IN E)OORI:, THRO(j(-*�H 1,11HIC,fl A 3-INCIH(76 MI -1) ��,PHERF I') UNABLE TO PAS5. ., .. 11 2. IDE_��ORA FIVE e*-LA�D5 IN I TEI-I'l 1, & Of-- -1. :3. (51,AZIN(3 IN '2E�­,FION f,�'30b-lf, 11 - FM 6, lo-1-11FEN THEIR ' F 1`� AN IN I __-FWFNING�, VIALL OR OTIi-ER PEI�ZHANENT I3AFr-WIL__,,'-� RE-T­J,,jFF­_-N -FIJI- C)(�)Or,� -,I . AND THE G _AZIN(� It, C-�LAZIN5 IN SEC,TION R 30��A, ITEM t��, IN 1,,IAL; 5 FIFF'.1-4-INPICULAR 10 THE FLANF_ IN A 0_05EE) , POc I FION OR V11-UPF A(7,1_-,E_5�� T T` -A '_ - __ OF TI -IF t�)001r,�. '' I R( JOH *1 HI: POOR 15 FO A GLO5F F OR. F)TORAOE ^F?.E:A L-5 FEF -i (,1111- MM) OF� LESS IN 1_-)FFDTI­I 65LAZJN�_ TIHE'5E APPI.IC,ATIONS EjHAI.L. C,OMPAN( -11TI-I �,)E(_ A ­ =M � - .) jl�j A I, ,1_1014 R,._"Cle�.T, HE ' 1. '5. OLAZIHc--� 1111 `�EG I ION R�30b.e',, 1-1 f�'J-I��) 7 Ai\0 10, VIHEN A FF, � , OJ­Er�'Il\/U E3AF� IS NSTALLFEL�) ON I_HEF,I_ A(-,(-,E51-_-.,IBLT_-' 1.--�If7)F(5) �_`F -rl-ll:- C,LAZH,,l,-" 3c.) Nc1l­E5 t _'1? N(>4D�, (cj14 I: MM 51 MF -I) AP,(. -)VI - - THE - FLOOR_ THE El.,AR c5HAJ.L BE (,,APAI:3�_F OF N! FH1__1-I AHE)lNc_�� /\ HOFiZ(.�,+ITAL LOA0 Olz 5c) F-,ouN[)5 FIFP� LINt ' -AF-!. F -O(--),(- K,&P-1) 1,41 FI-IoUT C,�,�_,TNFAC, `FIN(s, *1'T -"I-- (,LA':�'3 AND BE A MINIMUM (.)Iz I ,�, INGHE5 (335 mt,l) IN HEIC-_�H­F, �?. OUTBOART-) F'ANLFj IN IN,_--)1JLAT1N(5 (_,LAI_�,5 uNi-15 ANt7) OFHER MULTIPLE G,LAZEF) PANEL5 IN ` 5r_.c-,7lON R,'30b.,I, IT[t­1 I - , V,IHEN TI -41' E3OFFOM F -'E:)61' OF THE 61._A':-.'��) 5 _25 FEE -I (-1620 mm) (:)P., t-IORE ABOVE (3RAPE', A 1700 ' F , 1, -IAD. -.11,10 �;I)P ' I�A(�F,_i, Op.. OTHEF.� I-C)RIZONTAL [HI TI -01 ,I5 I)EC,PEE�:-, (011-1 RAEI?) OF: TI0;',,'IZ0NIA1_j 1E,U�z'.FA(..E APdArF.1,1F TO 1Hr_ C,L Al_:�5 EXlERIOP.. _7� LOUVEREL) 1,-IINf-)(_",1!,,I5 ,�',Nf_) jAl 0lU,_)lE,_" ("OMFLYINC., I,11'JI-I TI -Ii. 1RE0LJIPEMF_NT5 OF SEC,TION H�30,�5.2. E,. MIP "R(A-��) AMF) 0 P IEFR C-.4- A�,�-� F`ANEL_c�> MOL)ITI-F 0 OR HUH5 01,1 A 5URFAGE FI- IA I PROVI PEI--) A (�,ONTINUOV� E1,A(,f-:'.1N�:� �-*;UFFOF? I. I cl. "'APF.Tr' �LAZINO IN ':_-,E(:,TI('.)H P�3(_-)��,.,',, -IFF-15 10 ANL-) if 1'-,, NOT REC4I_J1R1:D P,IIIERE: III.! THE' 50'E (..�[� �)TAIRl,iAT', LANPINO (_'R, RAMF H^5 A r5l_)A'�`.T.)RAIL OR HANI:)RAIL, INC,Lur__)IN(�� BALU'51­ER�:_., ,`.)�m' N-F�LL PANEI.�), (-x�-If1Lr'IN(-') I,,JITI­I 1 -HE PRFA/15101,15 OF 5Ec,FIOH IC,I;) /,NL) 1�,Oli.7 (�-)!= THE I'I.(-)R�1-.);,\ E',iJ1LF_)1NC, C,01DE, E',U1I_1)II\V.�,; ANE) 1.2 THE 1­11_,���N!_� OF THE (-�I_A�-21'_) 11 _ �, (�-�RE,, \"I f7T_1 I .jE N - I;-, JIW_H[�, (45-, Mi -1) FRord THE RAII-ING5, ------- - - - --------------- C-,iL/-\')5 P-,LO('..,i::' N3TALLATION IDFF-�FORMED IN _AC(-'0P[)ANCE_ WITH FIRc / FZE.5�� 4) C.O\/Ff� 5ILL A! ---,'.EA WITH A HE 4\/Y COAT OF ,/A")PH/\[.T EMUL')ION. ALLO ul Ei'1I_IL5Ic_)N To PRY AT LE -45 I' 2 HOU'P5 BEFORE PLACING MORTAR_ I. P0 ADHERE EXPAN51ON 3TRIP�� TIC) jAI-IFI5 AN[) HEAP. IlAir'.,E CEPTAIN EXPAN51ON 5TRIP E-xTENL-.)S TO 5ILL. C) ':)ET A FULL I-IORTAR DED JOINT, AF'PLIED TO 5ILL, , D) OET L0LIJE1`:?, COLIFR6F G'F bLOCK'. MAINTAIN A 1,'Nirc,p��i­i jqiNT UJILDTH OF 3/01' fFtlJ5 Q-1 MINU5 .*IL.i�)T /&1'. ALL 1-10RITAF? JOINTb � DE FULL. AND NOT FUR ' POWEED, ALL MORTAR 5HIALL C5E '1'i­r1E `,�)` OR "N". FEEL TOOL5 MU��T N01' E)E 1.6ED TO IAP 5LOCK5 INTO PO'_')ITION. (FILACEF: A IRLIP_31:3r,-_�� (_.�F�ITCH' TIP ON ENP OF TPDX-L TO FAP rECOCK. INTO P03ITION.) PO NOT REAL16N, 14f:', OR OT1-JERLLiI6E `10VE DLOCK AFTER INITIAL F'1_4GEMENT. FOR SOLID C.'LIA55 5Lc-)G< I - MAY BE NF(-.�E55AFI' ro usE (-UEDG';E,�.� IN ,'HE mor-uAP JOINT5 OF TkIE LOWEF­,' COUH�.')E5 TO P'PE\/T'--NT THEE -1011;'�TAF FRC)I-I DEIN6 'SOLIE E ZED" OUT. E) IN5T4LL �DANEL REINrO',�P.CI\11(7 IN EVEIRr Ts)THE� MOPTAF-,' 5ED HORIZONTALL"T* AND IN JOINTIC, 11-11-IF-D14TELY 4501/E AND F�,E__LCAIJ ALL OPEN N163 WITHIN PANEL5. (THE 54ME ")PACINC., ' 1311ALL A�DFLY TO PANEL ANC�4011::,'5 UJHEN J5ED AT JAMD�':') AND HIEAD5 IN LIEU OF C-�­IANNEL Oi� (".,'P43E 5URFOUND5.) F)UH F E;Nr-()FCIN(�i CON rINUOU5L I' FRO11 END TO END OP PANEL5. LAF1 REINFORCINeS NOT LE55 THAN 6 iN(.�HE5 JJI­­IENEVE-F� IT 16 NECE,5')AF'i' TO UC)E MORE THAN ONE LENGTH. DO NOI' F_3R.JL)CiE EXP41N310N JOINT5 LUITH R�'__INFORGIN(�-. INI��TALL REINFO" CINCi A5 FOLLOW5: ; 1--ILACE LOWER HALF OF MORTAR IN 5EP JOINT. [�)u NOT FURROI�, � F" E55 F:14NEL REINIPORCINIC,'; INTO PLACE. � CIOVE,R PANEL REINFOF-�CING.r �Jlrrll UFDPER HALF OF MORTAR EjE[) AN[-.) TPoLUEL 51"100TH, DO NO FUF��OtJl. r) F'tA('.'-E FRILL M10RTAJ--' [31ET) FOF? JOINT6 NOT F-)�E0.11RINCT F)ANEL FEINFORCIN6 - EX) NOT FlJFP(.)ILJ. 1`11AINTAIN I.NIFOFN JOINT Ll.)IDT4 CT) 5E I' 5U(_GEEDIN(.'i GGUF-�E OF DLCGI�:'.3, 5PACE AT 1-1EAD OF PANEL AND J4�1�13�5 11.1�)T REI-14IN FREE OF MOR[AR, H) 3TIRIKE JOINIT5 5MOOTT-1 �UI­41LE '1Of­-,)FAF' 15 C)TILL FLAFIC ANP DEFT'.)FRE FINAL !�TET. _/\1 THI�D TIME RAKE ou'r ALL �3PACE5 RECAiIRINC, 5EALAN'r r(3 A DEF:1-1`1_1 rL"'ClIAL TO T�IE wbrf.1 Cj: Tj-IE I '.')I--�1ACE5. REI ­10\/E 5URPI-J-15 NOR] AR FROM FAC'E_61 OF C.;LAC-6 bLOCI,",C) ANp JJIF�E E)FT1 . � " rOOL JOINT5 5MOOTH AND CONC,AVE, E`)EFORE: m(w,irAR TAKE5 FINAL SE_'T. (PEMOVE I UjEDCiE�3 FROM LOI,UER COUR6E5 OF c"OLID H,LOG<� AND POINT THE \/OID5 (IJI11-11 MORTAFR.) 1) 4,FTFIR FrNAL 1'1OR74r'-,1. �,),:__-T �,/_,\F"f:,��Ox. 241 �iouF5), N'6F_/N,_!1_ FAC��',JN�:- TI61-ITD' EdETUJP-El� 61-4,�5 5L.0(:��,'. r�,/\NEL AND JAJIIE.111 41,0 HEAD �'."(,,,\i,,�,!,,�.;uc,-r!(-,)ki LEAVE 5P4(_',E rO*R'5EALIN�-s. J) A�DPL� �)EA!,ANII' E:1/E-l\ILY TC) THE FULL IDEFDT'711 Oi- 'RF(_.,'F��5!E�3 IN AC(_.10�­'DAN(__'F iUITH THE ­ . . . MANLIFACTIJREFF-�'5 4PPI. ["A', 10,'� 1`1 AINUAL 4NE) iN�')'11'i;�IJGI 10N��, K) A I­IAXIMUM O' F 60 5(,'A!ApE FEFT Or'- ��,LA'.`)S F)L(__)GK IIAY' '-P,E INC)T4LLEE) IN AN*i' O'FIENIN6. FOP LUIND ��PEEDC) UP TO 110� tlPki* F)Er� F -Ii I rc)EIUF�G'!, COFI`ININ�`, PE(_01-11"IEND ATIONC) FO�� I 1\1 5T, �\ L L A, T I O N 0 F G L A,'-'),5 5 I - O C � K,. R I.. EX�:AN51oN �3TF.'.If:) 20 5.�a. F�.14NIF-J.- 111;��,-�, .1� . 4NGi4fxrR __\ - ,- I. , \ " 1�i � "I " :, I`,X_:� , �. ... � �. - i.. ,,, ., ___ *:'4\1�)IC _ .... I , ,., )N . ` ,., 114 " E X T I 11L ...­ 7- F ��.-3 �_ja, F�'ANFM'L \ "' I , _­ E50LT (2 FD'_-,�,' , \ �I �RFINIF_011��(:IIJ\Ic_.? 4\F,,Ic,,1f0E-�) " E \/F F,Rl' , j , I 11 OT�-V:R .. ...... �, \ [ , .1 . � - ___ � . � � . .., I v ... , � -', 0 Ul--< 5 E- ) . N I I EXF4NbION 'TRIF-' ..... ,.. ,_11 " " , I" , ., *_1 , I ', ", ... � I _ ­ , "", �, _� I - � , - , � , '. _ I., 1_�� * �1' � , , 1-1 -SEALANT _,'_� ..� '1� '1� I -1 7____�xl' - � "11.�, -, , ,:r, ��.,, ,,[>,,�,-" ,_ ,__ , .1 ,,, ,_11 ..� I .1 , ,�,�.�,�_'�,­_ ,�-,;[ `-111\1, L/\fD �')F:UCE I, , 1. , - .� �' - 1_/1 (IJ/ F?.EII`,1F0E--�CI[\1(_.; 1;111� _,""',> ... ��.,..,,,� �,<_','., \ , F AN N E I - '� J,,�"" ,/�_,�, `111N. 1_4r_) / �)J::D1_Ic-_u_ E :� I--,' NIOTE:: � � " "') E E (� -.) Ed L 0 (� �-�. �', "" , _4LA5C -­ 5'4LANT iNST41-LATION NOTE3. C -,L -/\5C,) 1�)!_OCK IDE1-4,11_ I010 mph F-ASTE5T WINL) � 1310 mph, 3 SEC� (-'.I[,!:'? [, 'FF,�:,* TAE3LE F301.2,1,_�)) . " , , *(110 mph FACJE�5T i�IND � 130 mph, 5 SEC. GL.151. FEIC r4r3LIF 1/6,06.1.6.1) �_ �.__�, - - I c/) 2. 1. L UNJ F viEioki r OF SOIL, GOMFAC,TEF) : J20 P6F Lu z 2. 1. 2. UNIT i-IE1GjrlF OF- REINFOR(LELD GONC,FE:TE : IDO F C, F u I 2. L3. UNI I vIF_l(_'�I_I_I OF P>" (­M.U. 51-0c'K. : 5 5 F5F 7- - L_). 1. 4. 151* FLOOR SUFERIMPOS1:11) LOA[) : ___)O F15F Z 0- 2. 1 . 5. UNIT VIEI(-_)HT OF 2x4 F:'Af­_2,-I_ITI0N 1,�ALL`� : 11 P�)F V) 2. 1. b. , I -+IF OF 2/�b BEAPIN(z� i,IALLS : -,) Flo�)F .)mi r VIEIC I- PLANS AND SPECIFICATIONS COMPLY WITH ,-;. 1. -I. bAL.C7,(_-)NIE5- 4 17)EC,K5 : I 15 P��I' R301 FOR 120 MPH, 3 SEC. GUS[, EXPOSURE 2. 1. ��- TILE F�OOF DRAYINGAND DESION 13 VALID FOR 12MOTITHS ITHIS AFrLR THE DATE IT 13 SIGNEDAND SEALED. TOP G1 IORI--) : 15 p5F OP THIS DPAWTIG ONLY, '-- 2011 LENTIAP CORP. -THIS PLMI MAY NOT GE f_30110M C,HORP : 10 F'3F CONSENT FRQN1 LENNAR CORPORATIQh, __ '). 1. C-1. SHIN('-,�U_ ROOF CL&I f ON 0IFS PROJECT. ANY REPRODUCTION OR UNAUTHORILED USE 13 PROHIBITED. . TOP 6HORE) : -I FS17 DATE DESCRIPTION BOTTOM (�HOF,V : 10 F -15F 1.00 2QU/ I TIC UPDAIFS P. REVISLU 2. 1.10. FLOOF� TF�1,6�-jE�) 15 2.2. LIVE LOAD -5 : 1.01 RLV1ShDDFrA1L K/S3 2. 2. 1. 51PEI-IALV.-� AI,V 0F,'lV[-VIAr` LOAD : 250 P51- - 10.19.10 2. 2. 2. C5AF,ArvF LOAI-)5 : 40 F�Df` - 1 N REVI�11) NONA)ROP CA8LE L)LfAiL 2. 2. 3. PARTITIONED 17.001­1�� : 40 FSF 2. 2. 4. 5ALC,ONY AND DEGK5 : bO F5F 25948 2. 2. 5. STAIRI,-1AY5 ANO LANDIN65 : 40 P5F Ei THUY H. HUYNH, 2. 2. b. o IRWIN J. BENS01',I, P.E. #49/58 - ,�. 2. -1. FLOOR FRU�-:,`_) I � ,,SEAL.- ,.��,.'.�, IENG I 19� , I . r- i'q �'. , - 6 C, I'- A, *4 " � , - '11, " . � " "' ` , " , � , .�. ., ­ ­` . TOP C,I­IOF-�1.7) MINII-IUM : 40 P51F . , � � ("i � �,�o , _1 . , I .. " ,- L-1 -� , 2. b. Rou� Tr�us��, �p , � 11�1'_ , , . , , :,t� !*" ,,� " �,,,_ ,� I , , �,_;, , � ., 1�1 ... � 1 1. 'I", 1, ­. ,.n'r; -f0P 6HORL) MINIMUM : 20 F5F I I� � I -S H FET TITLE: SFRUCTURAL NOTES Borrom GHORD (VVO F?T0I-ZA6I__) ; 10 PSF (NON-C,OHC,LlRRL_"N1,) 5. RAILING5 LOADS : 2. k a s 1\4 2.3. 1. ALL RAILINO AND OUARP RAIL 5-r5TEM'5 ARE TO BE DESIGNEE) TO VII ri-113TAND A 6ONr_ENTRATFP LOAD OF 200 POLIN[�)5 AFFLIED AT ANY POil'IT AND IN ANr PIRFc-Tiom ON FFIF RAILINr?. 2. 5. 2. ALL FRAILINr-v AND 61LIARD FAIL �_jr`F;,-I-EMIS ARE -To F3E c)E5ieNE1,) -to VIIFH�:,TANF) A HOFI.IZON-IAL LOAD OF 50 PLF ON THE GUARI)FAIL ANE) A SIMULTANEOL6 LOA[.) 11 OF 100 RL F: APPL IE:I-,) VER. FIGALL ( 17)01�11'11VIARP A r THE TOP OF T[ iE: C71_)ARL�'AIL 2. 5. 3. GJUARI�)RAIL 5 r5 rEM SHALL BE DE510NFL7) TO VII FH5 FAND 200119 r_ONr�FI1ITRATF1__1 HORIZONTAL LOAD APFLIE17) 01\1 I 50. FT. AT ANY POINT' IN FLIF 50�-,,­[Em. 2. :3. 4. 2.-3.1.1 .?,-3.2 �� :�,-.3_'3, ARE NOT F-_�ECA)IRI-V -FO DF AF'PL-117r) Fd-IULTANE0J5Lr, BUT EAC,H 5HALL BE APPLIED To PROPUGE THE MAXIMUM 5 FREe3'3F!5 IN -1 HE MEMBI.�'R COMPONENT.,-,, 2.4. HIND LOADS : 2. 4. 1. I,^IIN0 PE51G,N TO E -3E, GONE-)UGTED IN AC.CoOr' ,PAN(*,F virm SEC, r. R,3oi OF THE FRC, 200-1 HPITION (INr_LUF)INr3 200ci SUPPLFMEN F), AND GONPUC,TFP BASE P ON A 120 MPH, 3 SECOND C7UST, EXR05URE 1r_1% MpoRrANC.E FAr_FOF T' = I.O. ENGLOSEE) BUILEANC-5 2. 4. -2. NET UPLIFT PFAL) LOA05 - 10 F15F 5HIN(,-L.F, 15 P�:)F TILE 2. 4. 3. VIIND ILOAL,� 17)E FERT-11NA FION DASEP ON A5GF -1-05 2.5. DEFLEGTION5 ; 2. �). 1. FLOOF� TK6�)[�, �)I­AL.L LIMIT PEFLEr,TION 1-0 V-36-0 TIMES TF -IE SPAN FOR LIVE LOAT-_)�7) ANI-) 11240 TIME'3 T�IF_ 5P^N FOR TOTAL LO,'\0. E3. DESIC--7-N ME-FHOD 3. 1. I FAC,TOF� DES15N : -GAD -3. 1. 1. THF LOAL) FAC, FOR DE,3iot,i mETHo[�> T,IA'5 _)5EL:) I'O PE51 G2IN ; C,A�:)F-IN-FLAC,E (-�ONf�,F�FFF '5LAD-5 AND FOOTIN(3�-,) 5.2. SEF_��VIC,E LOAD DESI(37N : 5. 2. 1. THE '_)E��\/IGE: LOAI�) 17)E510N METHOD 1,-IA5 U�:-,ED TO PE510N : MASONR ( VIALI,S AN[ -J L INTEL5 NIEPIOR ANF) HXTERIOR V10017) FRAMINO ANP 5HFA1_HIN(:,-1 FA"AIFS, AHL) FL00I`­_,' FI`-_7!.Al`-1lN6 R,OOF FRAMIN(S), '�HEAFHIN(-) ANP OPLIFF 5.3. LOAD C,OMBINATIONS FOF� LF�F_D DES16NS : 5. 3. 1. FHE FOLLOVIINF3 LOA17) C,OMBINATION��, VIERE DF51GNEL) FOR : TOTAL DI_ F Fl_ OOR LL i ROOF LL TOIAL F)L + FLOOR - L , HL 1-0 I -AL DL � VIL : - .3. 5. 2. F �j �5 o [) ALL ROOF ANF) FL 00F� TRIJ55ES SHIALL BE DE5161'IFF) TO RE515T TH - 'OF T L A G011115INAVON RE-5,)LJI�TIN(5 IN THE MAXIMUM 5-17F,Ec�F)E-S PL.Ar,FD ON THAT 6OMFONENT. BOFH PARTIAL, 19,11-L, ANP ALTERNATINO 5PAN LOAF,)IHC- ARE TO E;F r,ON5IE?FF_1Fr). 5./4. DESI(5N ASSUMPTIONS : 5. 4. 1. ALL FOUNE)ATJON�) A��E (­�ENTFRFP UNDER SUPPORTED (-,OLUMN5 ANI) VIALL5 UNL[�,_�5 5HOVIN O -I HERI,-i61_: IN Tf IF [,�E-9_16+1 PLANS. 4. MATEF_-',IAL5 4. 1. REINFORGIN(:-�? 5TEEEL : 11. 1. 1. REINFORo'-IN& S'11H"I. 5�11AL.L DE A51 -M A615-OzIA ORAPE /to, F'y = 4o I-',c,l 4. 1. 2. L AP 5FLIGE SHALL 13F A'L) F OLL0Hr5: #5 BAR 25", 44 DAR 20", '143 -5/1 R 15". 4. I.,3. ALL DIMEI\1510NF� PCF--�TAININC-_.) FO FHE LO(,A1 ION OF REINFOR(�,11`16 ARE: TO THE GENTERLINE OF I�A(.,H L5AR EXC,FJ1I* I,'1HEPE THE GOVEF DIMEN5.")ION 15 ��-,HOVIN To 'THE FAr,E OF THE 6ON(,,f`--_!.ETE. 4. 1. 4. I'FaIjNWOF�GINO 17)FTAIL IAMENF)10N�) ARE OLJF TO OUT (:)I- DAF,�',. 4. 1. 5. R?EINFOR!61N(�) l`-1EC,I-IAHIC,AL C,OJI'LERS ARE- 10 F-)EVELOF 125 W, OF THE REOUIREF) YIELD �7D"ri-u-,N(7�7i-i or- THE BAR? ANC) ARE TO BE AFFROVED F)r` "THE EN(-)INEEP OF RECIORP. -1. 1. b. DESI(-)N GOVEF� F-�,_-OUIREMENF') : c-l-I'l GONGRETE FORMi-V Ac�/',IN!�,T EAR I'H : -71, -11 6-1-1`� (.�ONC,FEFE EXFO'7,L:-E) ,TO EXTERIOP : -,,I I - (-I -P C.ONC,F,�ETE NOF EXPOSE[) : 611 61-70UT f I L L E -J;1 MA50NR r : :/3411 " r. 1. 1. VIELDED I,'IIRE FAF-�RIC� (t -W:): A'�"I_I"l A0D-Ol 4. 1. b. IDE FAIL I7,'EINF(.:)RC,EJ-l[:NT IN AG(-,0F,1I7)ANC,F 1,11 FH ACI 315--LAT[:�,T F-17;?ITION. -------,- - ___ - E_ -)T F�,UG-1-UF?AL NOTE,�_-_:� . 4,2. GONCRETE : Lj - MC)PUL L �_) OF r----------- - -_ A ': TI('.. IT r 4.2. 1. I CIONo�,RF-1 E 1 f'PE MIN. *�F.-� F.)Af EL".., ' I PE'Sle..'m (r(j 0Ec1I(-,4,I (F) F_ ___ ____ - - ___:�� - I - __ __ C- I -P C/_)N(__,Rf__TI­_- (N('.)RMAJ� 1, -IE IGHTIT 2,E,C)0 P��i .*.?,��50 KT,i __ I - __ __ __ __ - C -1-1-D (*,0k('.,Hf:T1 (NORMAL VjFI,'E.+IF) HERNANu(') ('.,(-.). 0HI *1 3,000 Fl�,I --*3,12 2 1*.'.*'. �, i ------ _____ - ---------- __ - C -1-P (�ROUT F 3 1 ___ - - - '000 F�;I 3 1.'.)') 1,*.*. �, 1 ___ 11 - *�HALL C,OI,I'_-,I'1 Of: 1" MAXII-11 -7 (' -, - '-,LU F1 ,.2.2. Cd.)INC,F­�ETE I- * JM AC --�IREc�7,AFF C,(.')I\K,F7'I71I- MIX VIITII I- M BE rVIEEN b" AN[.) -1" AT TIME- OF Pl. A(_,F-MEN F. '::)EE- '_-�F'E(�,11_1(-,ATIC)N�) FOI�?. AL_.)L:)J I ONAl- (�, F'. I F E R I A. ,I. 2. �3. (��F,�OUT �-;IIALL C,ON'-5I':.-)F OF PEA RO(_�-'.. (3VE," M/\,XII`,IL)J-I AO(L5FE&Al*E_) 6OI`,I(.,PFTE MIX 1,TFITI '�A.UMP BETVIEEH b" AHF) C)" A�TIJ,If: OF "L/-\,(_,EJ-JFNJ'. SEE 5PI:(.,1I:I(-,AT1ON1-, FOR A[-,)FATIG)NAL C,RIFERIA. 4.2, 4. (,Ot,67HIX,TI0I`,1 .10INP3 I,,IH_L BE PERMI 'I'EE-) 4. ."�. 1-1, r,IF TI1(_0 OF- C,ONC,FE FE FORMIH(_`.�, FI.A(.,I_I-II_.NT ANP C,L)FIN6, 'S.,HALL F�)E (.,0I`I1A)(_, T -FF.,' IN A(,C,()��PAW-,F J,11TI-I ri-iE SPE(�.IFlk...A I (.)N"�, A':) "I ATF -P. 4. '-). b. L7AR,I H F)UPIPOFR.� F P ')LAB5 (EXC.LL)LANo`:,, Ex I-ERRI)R. I,-IAI, KI,,I/\'r1) o� E-)RIVEVIA,r�',) ; 3 1/._�'' MIN. THIC,KNE'31� 1/11/ MIN. I'��[-�l�iF�'.)F.!(11-��,11-7�i-T (X b,o x �-).O vl/ 1.4 x A I'll"IF N _101" OF -1/.�)" OF '-)LAB. FIBER ME51-1 PER 1)L�`.,l(-')IN1 MIX MA'i' BF Y -:,EU) I.L.O. ,,11,11' @ C.ONTF`.Ar.­FOF�`:� !7)I':5GRE- 'ION. 4.."'),71. (.,0N(�,RI-_11_ F11 A( -,L- - MLNF PF�A(�,FIC,E'_-) 1: -,HALL F_T_ IN A(-,(,(-.)kt?Ah(_,F 1,11 ALL A(.,I- M6P 2('.)04 �-)TANDAF-01:_�. 4. ,72). C,ONCfETE MIASONF.-i' : 4. `3. 1. FILIEZ,I GFLL'_�? I,V (1) #5 BAR "HAL.[- bF I�('.)(_-,ATFf_) FEF� FLAN. IF. 3� 2. t_(.�)Al) BEARI 111(�, GOI`,I(_,F-'F_FF M A 1-_,(:,1Np T1 E-I,t ',I*'.'. �jHAI_I_ BE Al�)TM C,c`10-01, I (FE 11 - __ -._ ., _O�� HON-J-I015-ILJRL_ (-,OINTPOLLEL�). 4. -3. z'3. ALL (�f_Ll..�) 6t (-,A\/'I FIE -5 BEILOI,�l 6R,AL)E 1,111-L. f -3L7 FILI.F-17) 1`11/ (-,C)NCPE*I'E IN ALI. 5) -TE -1\11 VIAI.I_�.,. ,j. ,-',. -'I. mE AG�C-)FREGDAIE c,_d­1Rf:N(5TH OF THE E31_06f�,' ANO MORIAP. F)HALL DE F'ry) - ,DOO FF�l MINIMUM. 4. "31. ��. METHOL,D OF GONCRI-7F I'-W�.01,1PY PLAC,Er,I ' FNI' AHL-.) (_-,0NS­T,-f!.LK,TION �,HALL BE (�,ONC)UGTEL) IN AC,(.,0F�F)AN,'_,E 1,11 'H 'HE SPE(.',IF1(,A-r ION5 A'-, ')TA TEC). 4. 3. �5. MORTAR SHALL E -)'F- -i r'PL `5," f -01P ALL �,IA50NRT` C,01151',-�UCTICA\I. -] � 3.1 MA'5ONPr FROUC-�Il OPENII,Ir; MAY VA'�.:.'.( N THF (*�'ROI)�, 1_,E-CFIOIN1 L')II-iEIN'1l(*.)N O'R Ft EVATION 11.)IMEN51ON 5)PJ_0F IF -17) ON FHE APPROVEP IPLA�6 FROM -1/4" TO A 112'' FER �,]_(,TIO - . 1\1 F��-.,C.)�.,.l -_-) 4 1.4. �5_FRUGTURAL L�)MEFR : 4_. 'i-. I.I. INIERIOP. I -OAT-) DFARINO VIALL5 SFF, fb � 6-1.5 P5�1, F � 1200 r.*,._=J ALL ExrERiOP. FRAMIN(`.) ',,PF, rb - b-15 F'�)I, F = 1200 K,,i 4. 4. 1.2. ALL FRAME HALL5 10 F --,E- (*.,ON'-)TF�Lk_,TEP V:�INC� 5FIF , 11 ") FOL-.) OUAL I F*f* OR BETI'ER 4. 'I. I'). ALL PLY 1100F) W�EP FOR EX J`Ff­-�-�IOFR AFFLIGA-I 101,15.) : ��HALL FIE APA ',,!.ATI_.F,') �-k]F.ATHIN(�-, FXF) I U.N.O. 4. _A. -_--.',. A I I ALL. PLi1-!00L.) U5,E1.) FOF--2 INTEF-dOR AF'F'L I(_,AF'1ONS 5L)CH A5 13L)El, FLO(.)RIE16� AI,IP SHEAR VIALI_�-�, '5HALL BE ARA RAIEI) ISHL-ATHINC, F_XP I J.�J.(*1). 4. 4. 4. IF O'55 BOAPL_.) '_5 1-0 P �F L�5_FP IN FLAC,E OF PLI"V100F) '5 l'O HA\1/I`. ")IMILAR. Of-�.' (5R.E-ATFF� ��)F(_,Tf(_.�N I"F�0PERTiF5. 4. 4. 5. 0110 '-_�TRU(.,TJJ'R.Al_ I_1DI`-lf_.;f:R TO F3F L)5FF) FOR AN EXIER..)(.-)R APF`Ll(�,ATI('�)N, VIC)OL_-) IN (',ON'l AC, I VII I H (�,ON0-?.El E l�) TO RFC,[__1VL: A 5TANE)AIRE.) &RAF)E PR.Ec1c1J)R1 TREA FIN(-.�. 4. 4.(-). 1,-IHEN P'r--'.E EN(�INEFF�FP TRI,155E5 ARE 6ALLEE) Fc'.)R 011 THE PLAWD -rI­F MAH0FA(.,T0RER. 1��, TG) �-)UDMIF SHOP F�)RAVIINC-_�S '10 -fHL. �_NC��JNFFR OF RLC.,01R.P. If. 4. 'I. PE'51C,N, FADRIC,A FF AIND ERE,:�­f VlOou ]RU".,!�,E �-) IN A(_',C,ORF.)AN(.-,[_ VIITH THE "F)E'516N SPE(�,IFIC,A­l ON FOT-_� I -161 -IT METAL F'L ATE C,OI'TNF(:, FEL) 1,,I00I-.,1 T­F�U'3�:-)E�:-)" F3 r THF AN'--,I/FfDi 1-02, B�,cd I - 013 'l. 'I. E). UNrFREATEE) V!001) '�,HAI_[_ NOT E3F IN 17 � .)J�r�EC,T CONFACST !,-IITII (�ONC,RErE. SI'AT PLAFES SHALL BE FROVIVEL) A -T DEARIN(-_,o, L OC�ATION'-) I, -II THOUT HnOPE-I'l TOP FL _AT F�_-�. . 4. 4� cl. ALL LXTE HIOI`� F F�AMF VIALL5 5H A LL BE S)IUC,(.,0 I:II`II')I­J- 7/�"" 5rUC.c,0 f INI'31-1 PER A5� M (,. 'T.'?b, AFFL r' -1) LA T`ER�5 N/ To F AL THI6i:.'-NF - �),� -Ile," OVER MEJAI. t.Aql. FIF11:11 ' ...' LA*ru,r?�� *.�',/,.'�" TIIIC,F'�, EAC,H. _3R�) LA'rL7p, /bil VHI(:1f:,*. 4. 4. 10. Nc.,TALLATION OF EXTERIOP LAFHINL, 4 FPAt-IlN(-'., "HAI -L (-,OF-IF1LT' FO "'11M c', 06,--5 Pf-:f-Z FLORIPA F? * 1�51F)ENTIAL C,00E R`103.b2 4.4. if. FIELF) CUT F.M.-.)1:�, ,I(_)FC,f­lF5 ANC) L_)RILLEI�) W)1_175) Of--- F'F�E5ERVAFIVELT` IRLATF17) I-10017) I)HALL DE FFEATE�._) IN FHEE FIELL_-) IN Ar_(�-()RUANC,F 1,111TITI AVIPA M 4 - 4. 5. FA"-_.)TENER'5 AND TIE 1__)Q�-IN5 : 4. 5. 1, FA!�)TENFR�) ANO FIE L)OVIN5 SHALL (_,0W-'k_)T OF F-!L)r A1, -!,E NO] l_IH,JJj[:_) -(-) * , - _F I.. ; " -1 )� WIFE';, ANL--,LE1-5, C.,HANHE _�, ; A�)Tf-1 A�-_3�-.,/-�,bM 04 F�j _- 3C-, ��:.,.--,l ROU1`0 MF FAL PIPE ; A5�­F1'l A53-02, r,RAL)E B FLI - :-6 I,-'.�.-i . 5GUARE ME-J'AL 1L)BINC-� ; A' --)TM A�,00-0:3ci, ORAL)E 1�, FLf - 4�.-��-**-.�,! H16�li �)TF�FNG,I'rl BOLT'-.) : ASJM A'�3,��­114 MA(�,Hlklf: i3o'-A-T!'� : (,�,ALVAIIIIZEE.) A' -_,1I`-1 A.",07-0:3 4. `.�,. 2. 1'��JFF F ME [ A t - - -)SORIE'�) '5HIALL C,ONFORM TO : Fy - -_3_5I.`.5ivIi Fri 6,11c) - A(,,',[:� (-7,AL\/AI"flZE0 (�OA711,1(� IN AGC,ORL�)AN(�E VIITH Ao�­FFII A5 -)5-E:5-1. '11. I�. ,-.3. NAILS SHALL ('�ON51�`)T OF : G(X,IMOH i,,11RE NAIL�') VIITIH MINIMUM P-1AMETER AS F-01-1-C)�\6 : r'�d - o.l-_,1'1, loci = al4b", l2d = 0.14b", (�d - O.IkbZ. 4. 5.4. A[_L_ FA�_-�TENFPC, ANL) TIE E-_)01,46 EI"lE3FI__)DEP IN 6OH(_,RFTE OP.. UcjEr) IN AN EX-iL_-'p ... OR 'A APPLI(,ATION ARE TO F',E(.',El\/I- AN ANTI-G(_'.)RR(_)�-')I\/F (,OATINC, _Rr MANUFAC,FURER PRIOR TO N'�)FALLAFI(>I. - 'l. :5. 5. AI -1. FAF�TFHE F�5 ANP FIE 0OI,'IN5 APE -1 (1) PROVIF-)E 71 iE UF'L IF F C,AF-'A(.,l FT C,ALLEL) FOI[R 11\1 I HE: FD!._AN5 APF A MINIMUM. 4. Ll�. 6. ALL FAc1Tf.:Ni_:R TIE POVIN5, BEAM HAH(L`)ERS, _101��,T HANC-,,ERS, AND FLOOP FRU`�S 1, TF -1 A PFI W� ARL� 7 O E3E I NC`) TALLEC) I `1 AC,C,ORT_)ANGE V4111 H I HE PLAN�) AND � " 5PFC, I F I (�,A I'l O N'D. A -7. C, O J� I (1, P, 1 � I E E �, I E', E F � I- � : I--) '- I' P; 0 I. - F 1� � L J 5 E P F 0 11; � I �) I-' L I F: IF A Q � E I G1 E 3 E I, I E T �) f : T T I Y. I 0 F 1. F 0 1. 5, - !NJ I_IAL 5ET OF -IHL7 �'.,ON(�RETF-, 5PAC,111�-_-, ANP AL16NMENT ARE TO E3F IN AGC,01RDANCIE NI Fri THEE L_.)E5l(-.)N PLAN' ` , U.N.O. AL. FERNA TE15 1-0 ".1 BOLT5 ARIF NO7 �D ON PL A N5. 'I. 5. b. 6ON(,RE'lE- ET'IF-3L_1)T.,)FF> TIt F)OVIN5 U5EP FOR, I'RUF�,5 ANT) VIALL L,F)LIFT ARE 'v.) BE FL -A( -,F --E) AROUHF) F-1­11-3EF)F)EP REINFORCING, PRIOR I 0 Olr-_'. 11\11-111- E PL A( -,INC, (-'.�'F�.ol,11. 4. ,6. MIGRO--LAM LUMP)E-F_1,: .4. b. 1. M I C, P. 0 - I - A M ", i R. I- "., �'.� (-.� p ... APF.�) ';FIALL F`ROVIL�)E THE FOLL_0�111\1(:� MINIMUM PROPEFrIES: E -- 2,C)O0,O(__)O F'A F L-) = 2,150 Fid I` t. -- ),b5o F-11:31 F -C. -- 500 FD' " I (F_)F.RF_'FND1r_LI1_AP) I _- c - 2,700 WARALL-F-1) 4. -7. STEEL: Fv � 1')E55 Fo�_)l 4. _�. 1. 1`15VAILLATION OF Aid. '�-FFEL To BE PERFORME-U) Bf AH EXF'ERIENr.E-[.), GUALIFIED 5 F E E L E R E (�, 1 OIR. 4. -1. -). FAB1PI(­,AFE ANE.) EF!l__(,­1 Al -l- �-,TF�11)CjURAL ,---,FEEL IN 111(�,(*..0'RPAN(-,F_ 1,11TH A.1.15.G-. - -)E51( 710N, ANF.) E�F�(_,1­101\1 0 -I, , (.Tu ,AL SPF(,IFI(�,ATION FOF� THE 1, ::.�H, FADRI(,A F 5 FU , p 5TEEL FOF� _PLJILI7)ING,5". 4. -1. :�. 5TRL)6TIVAL STEEL: A51'M ­3bl3blll 04. 'I. 'I. ,1. '5 TEF t - Wbi NCv! A5 FM A500- 0,3cl, (:.��_-�AF)E D. 4, -1.5. VtELU)Er_. - ) o_-,ONNEC,I ON'S: E_10XX ELEr.-moE,)E,_'�, MINIMUM SIZE Fli-1-1--1 VIELF�-) '3/lb", AVI'5 r,FRTIF1EL7) ,,IFL1L7)EJr�'_,. C,FRTlF1(',AjIOlN 'FAF'f.F��5 TO E3F 51UBMI TTET.) UPON 'r-.'.E(��L,E�VT. 4,1 (). VII IF-R.F. '�TE F -L DEAM'__7 ARE CON-[ N0010�-_� OVFFF-'�,' (_,OLUMNr�>, FROW:)E HPF) STIFFENEP.. PLATE�) OFI EAGI-1 '-,11�)E OF 'HE kIIH3, OF A -TId1c1F'.NF`)j FOUAL To BEAM Fl AN(-vF I HIGr.N1_`1'), t_0C,ATT t_.) AT THE (:,EN1 ER LINE Ol: THI_: TI)E3L (-,0LUMN. 4. -7. -7. THE `_�FFFL FRAME I-, 'NON--�-�I_1_1` `-,iVPORTjj,IC,". A17)FC - . - ,,oU -1 F T EMFF'ORAF�T c:)Ui-,Pop. r �jllA[1 E3F FROVIL­-)Fl�) B*r THE (-,C)I,ITRA(-,T0R UNTIL REOUIRE-L.) (,0NNEC,T1r.TN,-, OF. 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P_-_;32O.I.-3 IF 5oll lr,f�,rltrn�,nt i5 u�,e,d for- 5A)bltewwr-(in,�-,cin tp,(-mI1;F,, pr,e�vc-ntluo, �,,pcic,c In c.onrret&-. flonr-5 box�_d out or- For-me,,cl lor- IhE, �.,ub,�,DcjwF:nl. ln5,!,n1Ik.iIA)n oF PlUrril:7,inq Frr.)J:)F�, d(*cflr)5 or- ony qui�:Ir, pixpo5r; �,h(-Tll b��, u,ecAted b�j ;�t,lrvj plci-,tk. or"mot.cil p�-,r,ryionenl: ILI 1�)ICAC.CCITC)Crn�-, of �,�)Ff[,-_icnt cl(�-,pl:lh to o)ImiricAito cmu, pkinned �,(;dl d5h)rlr-)6n6�7,� oFt.e.(- Initicil o-,horYflr.oI �,oil'tr,I;:cltrnem. �3. R�-5:2)0.1.,Iw IF �,oll ix,,�otrnrE,�nt 15 u�,o,b For, �,ubteccurie�on ltor-rnll,,E� [-x,f-wontlyn, c,lhyrnI,_ciHy fxcutco-I soil 5-,h,-_iII b�_ prolo(,Li--�d "iLln (.I m1nimurn & rnll vnpor, r,t�;tycd�-r, to r?r­nLoc,L c.i(.3(.-.iIo5�t (*ciInFy1I cillutlon. If r,ciInFcIII cw�-(-.ucc.� b�-foce vc-Ipor- r-o-i;L(-w-(-,I6�.c plo(,�-,rnF�nt, re-,[r-c�:citmenf, 1E, (,,�-,qulr`,��cl. AnLj i,,io(*,, IrTr,ludInq plcw.EF;((),��rlt. OF (,(z.�Inlor,r,Irl,�j ,)t,L�,ill, C.Iono cfl`1r;c che .. r�jt- - rnl(_�,Al tr,ea�ryionl ' until Lhe C,crxr,E-te. Floor' k, po")Lxc�cl, �)Fcfll be dono Irl �,uc,h ,Inne-"(1 (r�j�, to (ivold r_-)0n0Lr-0LIrr1('3 cw' (�,fl,�tv'blno_ trecited soll. 11. R-32O.I.-5 If 5,oil �r,i��(Arno��ot 15 05,_id `Or, e�-ul-.)I.6�r,r-une.uri formilto rDr'6��vc��rjtlo(), coric.i-ete. 0V�F;r'p(_)Ur' or morl,or o,�,c,urnulcil;�,7.d Cfl0n(.'j I.Ih,�. �,xt,�-,(,Ior, Fr)L)r1dCII,ic)n r-,er'jr(jr�te)(' a,holl b,5.; r'cmove,cl pr-Fs)r to r;xi,e,r,lc)r- r-hornk;ol ��011 :ce,utment, to erh�inr_6� ve--,r'I:I�,(_iI penetr,cAtIon oF Llhil� r-herydr-ol". I O. R`320.1.6 IF 5()II I.r'e�;Otrn,�;nt 1,_:� ),�od For, �,u�)Lccco-irie;rio ;E�rffili;,3 pr-e--.:vc�mLion, chornk;ol soll t(-E�,,utrnerit5 F,holl ol�-,c be opr,-)II�--;d unde�;C 0II A�Xte,r'10r­ (�OnCXr;LC, Or' Clr'odE, �-Jthin I Fool, (3305 rnw) --F tho pr,Irnocy ��tru,Ltuco 516�--�vjcfll,,. Alk,c), (.I veritic,ol c,h,-.,rnIc,6iI buccler� 5incill ��tl oppliod pi-omptILI CIf`L6;r' c,on�tr,uc.tlon 1--, (,ornplcted, Induclinq initlol lorld�,c�r_ipincj and ir,r,ic-.3(iti()ri/F,pr,ln��ler- ln5tcillOL10n. ArILJ 5611 615tucbed ufte.r, tho rherol(�cil v,i,.(-�.Ic.of borrk=,w 157, oppll,��,-__j 51`1011 b0 rdr'OrYirtlt� r'etr'r.citecA. 11. 17�-_-320.1.-1 IF o (c:;(-dI5,f,E�r-e,cJ t�-rrniticiclL; For,mulcAt-,d cind r-r�cjl5tp,rod Ci,:� (.I bolt 5ptern 1�, uw,e,d For- ,�ubtEwcone.cin tr.�rnll,o prpvcntlon, 5oc.tlon�5 R5_;0.I.H,hr,o0qh R.510.1.�-) ,do not dpplk�;ho�-iovcc,o -,Ici.nod . - -V ' (.ontcur,t. us��vr­lnq tho ln��Lollotiun, mr-drit,,,ricinco cind rnonIll-Or1riq of thr---, bolIting 5,p orn Foc (.-I minimum oF 5 �JeOr-E, Fr(--)rYl th��, 1�,�A)e�, OF :he� (_,er'Llricot(�� ol' 0c.c,�.)pciricy T,holl bo �-�­)vlci,pd to th,� LVIding ol`FIC,i4-�l pclor, ro tho. r_ -)our -Ing of Lht� 5�lob, cincl thc- 5y,31;c.m rnu��[ be Iri,ltollecl prlor- Lu rlwil'bullclfinc� opprovul. 12. FE(, R32(").l - All bWldln(�5 cico roquireci to) hove pr-e-,-_on5Lr,or,tj(:)r1 bcoatmonl;, 13. R320.1 T6�,crriite, Fr,o�.o�,tlon. Ter,rfilf.,�� pr�otec,tlon 5holl b,�; pr,ov!c.Ie-.c1 L -y r-e�cjlc,tc�,r,�-,d ter,rnitk,ide,-�), ino,ludIncl �,011 cipplied pE-�,1:1(,Idc;�5, bc,11I.Inq �-�Ij�,teal�, e -Ind pe,51tICIGIC-:5 upplied tv "ood or, othF�r- oi�,-)provccl rnE,1;hod-s of tocrrilte pr-(-)[.e�ctlon lnb,-:IiE,d for, L)�,c, ,:F5 o pr­c;vontotive, tr�e,c,Iltm,_nt. to ri��vi Con5truclon. 5etw-; 5tm�(Alom )0',', N,-( - _115tor-,osl Lor-t*nILIMric�.. Ur-,,orl (,ornplctlon of" the cippllnotiun oF t�rc; ;6E:crr1ite rjcoltE�c.tfve tr,cr_unrL;r­TI;, o C.,F--.rflFZob� or Corriplione:-.o .-,hcdI bo. i�,F�L)erj to the buildrig 6�_)e.ir'bryionL bil th,�� lic.onsed pE�I,�t c,ontral c.(.;,rnp,:v-,y thciL (-,or)Lnio�, tho fokc4,jln�rj ,,L,I:oLomonI: "The bUildincl hb�-, cc��eflvorj ri ("Orrip lote, :F­6-(-4tryIo'_nt for tlh�,. pr',,yont.lon oF �,ub1.(--,rr-on,E-.on t�orwflte,�. Tr,eciLmont 1E, In u7_(,or,donc,,D vAlh r,L)JoE, cind Ici�-I%_, 051,nbll!�Ih�,d �.-)�j i-h��, 1:VwIdu FA�pur-tmontl oF A(-jr,Ir,olf.ur,e_- cind (_.,on5,urYir;r, 5w-�cvl,-_O�,." 1/1. R320.2 penelcotion. I_-)r.0I:r(::�r_tI'/e :51oeveb or,C)l n -1 r,' - I (- pon,�;tr,otinq c,crFc,r'e-;tr ) - I �, I ' _� 51cA -on-qr�o:Icrlo f oar,c-, 5holl not be ol (.ollul(_)�,E, c.ontolnincj moter,ir-11". IF soil reoI,ryi,_,nt 15 u5p-c-A for -ciubt,�,rron65on IE�r,rnfto protection, the ,�Ieevo �,hcdl ficive ri mciximurn �-x.fll l:IhI,_Vnp55 oF 0,010 InGh. ond be seole�tj �-ilthln t�la 5Z) u5ing ci ncn-cocr,oMve, (�IcAmr--)incl clevire, t(-,) elirnincitothe cAnnUl0i" 5POI-0 betvic,en the pipe ond the 5 eevo. no ter,micide5 0ioll be cippTled lnc�idc� tho 5loeve. 15, R:320.5 61orinincj. ce,IIF, onr-1 c�(_iviti(-35 In mo5or unIt5 or)d o1r, gors, b�-t;,jeer) br�lc_k, 5tone or, mosi5oriry holl ��o (,Ieoried 11_� I I ve�-.ne--,orc, ond the, e,true,tUce, �,v (I rill nonpro.c,orvo ive, Vented o(� nonno-ituo,olly durcAble vjoocl, or- other (_ellulo5,-.-(_ontcflnIr)cj rointo-ricil prior, to r_on<-.rete plcir�t,mont. 4. b .5. `�OIL IS TO BE C-OMPACIED TO ciD% MOFAFIE-p FIROGTOR AS PFFIHEL�l BY A51*M F,� 1557-00 NOTE: BORATE APPLIED -1-0 ALL FRAME MEM5ERS �-wr,i-m 24" A.F.F. 1) METHOD OF- TREA 1 I,11 -:HT ��,i iALL E,E APPROVEE) f3*r TI IE OOVERNIN(`�', _JURISDI6 I 10H "LIGUID EORATF- OR [-�,(��)[,�-A-(-,O;�" PR(�)L)U(_1,T Ml­­[J(-)t-)�w, I-Iij,317 BE L)E'I-FRKNE�) AT PF R M I F 5 FAC -L" , 2) � F'RE�-,��URrE 1-1�7EAIEE.) LUML3FF� FHAI- HA5 b1_124 (.�L)T_ OR DRILLEU THAT EXPO�7;'ES UN1R..!-ATEI_',1 FORTION5 OF 1,-100E) AF-'�L RFr�)LJIREL.) 10 UE FIELD REATED TO FI.-�F-VENI' NclFGT INFE'_,,IA­1I(,)IN. - ____ - NO -FE: IT 15 -1-1-IE (_-,0N-FFD,/-\r_,,-F0R)5 RESPON�--_)IBILI-F'r 1-0 FZEVIE�\l ALL DIF"ANIN(35 BEFORE- GONS_I_R:'U(_-,_FI0N BEC-71NS. DANE --)(_-,0 ENG-INEERIN(5, LLC, 15 RESPONSIBLE FOR -FHE S_FRUG_111:��AL IN_FE(:5F,.I-I--Y OF _FHIS FR0,JEr,T ONLY. AN"r DISGF�J,EFANG'r BET�\IE_-EN FIELD GONDITIONS, O_FHEP. ONALS' SHOP DRAVIING75, (_-,ON_FRA(_-,TOR)'5" BUILDIN6 XE-FHODS, AND -FHESE 515NED AND SEALED DRANIN(:-)S I\I1US_F BE F_)7-),OU(7,_yI­IT TO THE A-17ENTION OF FLORIDA DESI(51N SOLUTIONS, ING. F�'RIOR TO THE C,OX�,1ENGEMEN-F OF GONS--FRUG-FION. A-FIEN-FION: (__-,HEMIGAL GHANG�,-,ES IN PRESSURE TPFA-rED 1,\1OOD5 AS OF DECIEMBEP :---,?,IST, 2005, C,kIF,'OMATED COPPEP. AR5ENA-rE (GGA -G) HILL No LON(::-�ER DE PRC')DUGED FOF_� RE5IF_,)ENTIAL OR G-ENEPAL GONSUMER USE. SEVERAL NEH PRESSUR'E TREATED HOOD ALTERNATIVES HAVE BEEN GREATED TO REF -1 -AGE GGA -r_,. MANY OF THE NE�\l PRESSURE TREATED HOODS - USE GHEMIGAL� THAT ARE GORROSIVE TO STEEL. IT 15 THE GONTF�AG-1-C)R'S RESPON51DILIT'T" Tc') VERIF'J' THE TYPE (--)F 1-1-OOD TREATMEN*T AND TO SELEGT APPROPF�IATE G0NNEGT(_X-�-::) THAT P.E'::-;dST GORRC-)5ION1. FOR EXAMPLE, AGu-c., AG(_-�-D, (__�BA-A, OR GA -E3 REOUIRE HOT -DIPPED (5ALVANIZED OR STAINLE55 STEEL FASTENERS. Do -r soDium F3( -)P_/ -\-FF (,:�F,,x) r-)r)Fc, �,In"T- 5Tf_­_z_-),UC,_1­_UfRAL. NOTE�-__) I .- REO,UkRED SAI`E1_'( C3LAZINC3 IN HAZAF,�POUS LOC,ATIC)NS (F�E: 1"F,�(_-� "F�-i30b.4) 1---Z'50853 HUMAI�,I lf-V`A(�T LOAi7.)1--,. IN1.)I'0r-)1,)AL (_�L4�ZEH:) 1',RF-A'�2 N(_I_1,1L:,'1N,.'�,, �.-,,I.A­,­�� MIIRR�'AWFI IN IIIVARD(')U�� . I I --,' - _�)T ' -MF 7�� L(-)(.,A'l K'.)N�; �-,U(�Ll A'5 I 1-10�:.,F Il`,E)!(_'­-'\ `17`17.� A,�', I7)F_-f ... HED 1`1 �,F`_,l ION R , - " 31'��5.11­ 31 IAI � I. � " � 3 I'HE: 1 I- Rl�(",)UIRE _-N� '�)(., 16 ('.,FF?, PAF�,'­[ 201 C�Rl 'ERIA _09-_' (,A r'F-:(�,(,;i-',.,Y I 01 OF Gi k� C/XTE,1�',C)I",'.'r 1! A�, 11,117C,AFEL) N ­IAf_'3L_E_ R-3(_')�_',.5 1-.--Xr FFITIOJ1115; 1. POLISHF.D VIlI`z-'E-D C,L.Al.",­-,� Fol-� Jl;�E IN FIRE 1,')O()'*��, /\1`0 OTHE17 FIR,f7 F.?,t-';,i5FANI' LO(�/VFION��, ��,HALL G01-11FANT' k,fl7H AN151 ./c?I.I '). 1_01jvi�_. RED V1111ID01111C) AN[-) .JAL(..)U-.�IE17; �-,HALL (_,01"ll"ANi" KITH '.,L-C,TI0N R:!,OP',,2 �,',7;0�,',.-,', HVI,ZARF)01)!�, L.(-.)C,AFk'.)INc,. 'THE F0LL0I,,IIi,I(.-..� 1"dI/-\I_L BE C,()H�`)117-)EF�FC) ��P-E(',,11`1(� l-lA/A1-,�_,-)OUo­;, _.()(_',ATl(.')N5 FOR' "[H[.-- FUF,�FIOSE OF ('.�LAZIN(S�: 1. c71AZINC, IN `,I,­I1H(�IN(5 0001R,e,) EX(!�LFT ._IAL0US1IrH,. 2. G; I - A71N6 IN FIXF17) ANT-) '�LlUiNr-, PANELS OF SLIE-)INIO POOF? A511EMi3l. F5 ANO PANE15 IN SLIKAN(� AND BIFOI 17-� �.,L,'_)5E F L',)O(.'.)P Al��'�EJ,I_BLIES. -3. (�,L.A/ - , HO IN 51'01-7M 1.)O�- . .)F.?5. ,1. 6L.AZiN(w- IN ALL UNJ"��AMHD I�J,11N(`.-INC:� F�OOR5. I �1. (�LPZN(-) 1111 F)00E-'.�5 ANI) FNC,1,01�;I..T�F_-15 FGF? HOT 'Wb":�, 1,411F,�LF'001.5j, I)AUNA5, 51t -AM R�OOM5, 0,,',_IITFl,1:3�`,, ANP '_.I1-IOI,,II ' _W.,_�, (51_.AZIN(�) IN AlTr' FIAPF OF A 1-,UII_t7dN(-;, J,IALL El,k�1.0�311,1(_D FHEF)r- (,01',VAl",�f-MENIF� I,,IHL:,Ri- 1 -HE Bol'iOM f.XF-1013E!-) L -1)(7,E Of: THE OLAZIN5 1�) LF.IY3 FHAN ��O INGIIES (152-11-11"l) `-II_A'-;UF�FD VER -I I(_,AL1 �( r'\E30\/E ,,',N T, �­'I ANJ:.)lN(__:, 017 VIALKIN(-,-� 5URFA(-,E. b. (--)I.AZ1N(-,, IN AN NC)IVI[-.)lJAL FIXEL) OR. (_-)P[-F-_�AbLE PANEL Ar�)JAGENF F(..) A 1"_)00f',� VIHERF -HL" NEAF�1'."3F VER?TI(.,/'�._ 1: - F�01._ 15 ,,11'If-IIN /', 24-if,l(>1�61C)Mf-f) AF,'C, OF THE L:)c-x)F`, N A (..,L(��,ED Po!�,ITI(xl ANO K-10�,F. DOTTOM ED(7.',E 1."", L.F'1/5 THL4N �',(.) N(�HF`� 05211MI-1) Af-30VE.: THE F-Lo-OOR OR NAD�,IN& ,3jjRF",(,,F-. I - T (�*,L,,\ZlNcl�� il,l AN INI:�)IVIF�)L)Ai FIXE -D ()f;-1, OFFIR,,NbLE FANEI - , 01HI-R THAN THOSF I_O(',AFlOJ,I5 OE",�f,RIDEI) I' -I ITFI-l', 7) ANE) 6 AF"3OVF1 THAI MEE-I`) AT I OF THE 1-01_1_01,11NC7� (_Oj,j[)I7I0N5: -f.1 �XPO'._;,EU) AREA OF AN 11,101VII)LIA1. HANE 6REATE'R -THAI,[ ,-I '�OUAF,flz lzl__[_�T (0.6�-3�) f-12), -I.2) E(.�)110t-1 1:C)c5E LE135 1HAN lc', N(',IIF'_`) (1,151 Mt, -1) AE_',( -.)VF THE FL.C)OR. '1.�_-) �OFI r -_� E ( I E _'�'- "HAN _36 !NCHE5 (cilzl M1,I) AEOVE FFIE FLOOR. D(L 3F, :A 'I'F_ 1% 1 -7.4 ONE OF J -10F!11.7 �AAI_ K-IN(5 _-.�Uj-.�F _161-s Vll-r HINI _-__,,'� IN(>IES 014 MM) I ioF`IZON 'ALLY Or` THE (_5 L A Z 1 N 0. 5. ALL C',LAZINO IN RAII ll+­�� F�F� _., C7,A11-_�E)[_F`6 (-)I-: AIN APEA (-')P, HE161-41- ADOVE VIALK'.IN(�� 9.)RFAGE. - " lN6I_UF,"1E-D AR� '3_FRLJC,FURAI_ DALL)'31ER PANE -1-5 ANF.) N(.')N�)T�4)(_,'FURAL IN 1-11-1-FIANE, 5. - I - 1. �5LAZIHC, ;N VJAIA_'� /�,NF; F:EN,-'.FF3 EN6b.')'_H`I- INPOOF-1 AN17) ,'__)UF[.)()OF,' ��,!,,0-11`-111\lr� PO(.)[_�`), HOT TUD5 Aj,iO -` ::�,A,'_) �`IHERE THE- E',,'._)i IOM !_P(.�," 0-1 T�JF OLAZlik�, 15 Lf__-�`.6 TIF,,',N cI.,O 11,10-11-5 (1524 MM) - - I -, - ABOVE A, I��ALI<IN(�-, `,IjFF,�',(_F_ Ahf'.,� t­I:Ti IIH �-O Il`1(-HE'_, (15,24 MM ) IjOF�jZOj\j-J-AI_J__T1 (:)r THE �,IAJ­Et,','�, , 11 EPOtz. 1111�� C)HALI. ,ATIFLT, To �:,iNc,)f.p C,1 AZINC, ANE-) /,LL PAINE--_�� li"I MULTIPLE (-,',I.AZlI,*. 10. 6.,LAIZIN(E) AL,._iA(,I._-1NT TO S5L\iR111.4,,,,c,, LANL)11\1(�r�, AlkIL.) F�AMFI", le-flTHIN :_3V11 IN( -,Hl--,-:;) (11141 MM) HORIZON TALL'r OF A VIALK.IN& "'UFF `AC,E !.,1HEN ­T!111�" FXP(_,11_�FL�) 5UF,11A(A� c,F- THE c'-,)LA51z� l�) LE55 THAN . &O N(�HE�� (15�,'4 M11-1) 1150VE 1-1-11---- PLANU, (--)F THE A[)_1A�'.,L:HT ,,/\Lr,*.lN0 SURFAC,�7. . - - . 11. (--,,LAZ�N��' ,41L','_�A(.,F_-J�T TO '_)F`AI,R11,JA-i"1__-, 1-11 -THIN 6)0 N(-,HE,3 0:924 MM) -lOP1ZoNT,,I_I_-T` OF FHE E)OTTOM -1 T,_�FAI_) OF- A 5 f1A11F,'l,'IA ;' IN AN r LDIREC,l HON �-IHFN THE EXP05�F-d '�I)R.FA(��E OF: Tl IF- OLASS Ic7, LF -55 Fr,',I`,I k,O N,':�HES .'1�32,1 I -IM) ABO'/E THIL: I,ior,�_ OF THE -IRi__AP. EXCEPTION: THE: FOLLOt'lIN& `R,OI'_',UG F5, MATIF-RIAL �3 A NE) J�,E5j ARE EXEMP-1 FROM FHE AE -,,:--)VL-. HAZARPOUS 11 LOC�ATION5: 1. OFIFNIN(315 IN E)OORI:, THRO(j(-*�H 1,11HIC,fl A 3-INCIH(76 MI -1) ��,PHERF I') UNABLE TO PAS5. ., .. 11 2. IDE_��ORA FIVE e*-LA�D5 IN I TEI-I'l 1, & Of-- -1. :3. (51,AZIN(3 IN '2E�­,FION f,�'30b-lf, 11 - FM 6, lo-1-11FEN THEIR ' F 1`� AN IN I __-FWFNING�, VIALL OR OTIi-ER PEI�ZHANENT I3AFr-WIL__,,'-� RE-T­J,,jFF­_-N -FIJI- C)(�)Or,� -,I . AND THE G _AZIN(� It, C-�LAZIN5 IN SEC,TION R 30��A, ITEM t��, IN 1,,IAL; 5 FIFF'.1-4-INPICULAR 10 THE FLANF_ IN A 0_05EE) , POc I FION OR V11-UPF A(7,1_-,E_5�� T T` -A '_ - __ OF TI -IF t�)001r,�. '' I R( JOH *1 HI: POOR 15 FO A GLO5F F OR. F)TORAOE ^F?.E:A L-5 FEF -i (,1111- MM) OF� LESS IN 1_-)FFDTI­I 65LAZJN�_ TIHE'5E APPI.IC,ATIONS EjHAI.L. C,OMPAN( -11TI-I �,)E(_ A ­ =M � - .) jl�j A I, ,1_1014 R,._"Cle�.T, HE ' 1. '5. OLAZIHc--� 1111 `�EG I ION R�30b.e',, 1-1 f�'J-I��) 7 Ai\0 10, VIHEN A FF, � , OJ­Er�'Il\/U E3AF� IS NSTALLFEL�) ON I_HEF,I_ A(-,(-,E51-_-.,IBLT_-' 1.--�If7)F(5) �_`F -rl-ll:- C,LAZH,,l,-" 3c.) Nc1l­E5 t _'1? N(>4D�, (cj14 I: MM 51 MF -I) AP,(. -)VI - - THE - FLOOR_ THE El.,AR c5HAJ.L BE (,,APAI:3�_F OF N! FH1__1-I AHE)lNc_�� /\ HOFiZ(.�,+ITAL LOA0 Olz 5c) F-,ouN[)5 FIFP� LINt ' -AF-!. F -O(--),(- K,&P-1) 1,41 FI-IoUT C,�,�_,TNFAC, `FIN(s, *1'T -"I-- (,LA':�'3 AND BE A MINIMUM (.)Iz I ,�, INGHE5 (335 mt,l) IN HEIC-_�H­F, �?. OUTBOART-) F'ANLFj IN IN,_--)1JLAT1N(5 (_,LAI_�,5 uNi-15 ANt7) OFHER MULTIPLE G,LAZEF) PANEL5 IN ` 5r_.c-,7lON R,'30b.,I, IT[t­1 I - , V,IHEN TI -41' E3OFFOM F -'E:)61' OF THE 61._A':-.'��) 5 _25 FEE -I (-1620 mm) (:)P., t-IORE ABOVE (3RAPE', A 1700 ' F , 1, -IAD. -.11,10 �;I)P ' I�A(�F,_i, Op.. OTHEF.� I-C)RIZONTAL [HI TI -01 ,I5 I)EC,PEE�:-, (011-1 RAEI?) OF: TI0;',,'IZ0NIA1_j 1E,U�z'.FA(..E APdArF.1,1F TO 1Hr_ C,L Al_:�5 EXlERIOP.. _7� LOUVEREL) 1,-IINf-)(_",1!,,I5 ,�',Nf_) jAl 0lU,_)lE,_" ("OMFLYINC., I,11'JI-I TI -Ii. 1RE0LJIPEMF_NT5 OF SEC,TION H�30,�5.2. E,. MIP "R(A-��) AMF) 0 P IEFR C-.4- A�,�-� F`ANEL_c�> MOL)ITI-F 0 OR HUH5 01,1 A 5URFAGE FI- IA I PROVI PEI--) A (�,ONTINUOV� E1,A(,f-:'.1N�:� �-*;UFFOF? I. I cl. "'APF.Tr' �LAZINO IN ':_-,E(:,TI('.)H P�3(_-)��,.,',, -IFF-15 10 ANL-) if 1'-,, NOT REC4I_J1R1:D P,IIIERE: III.! THE' 50'E (..�[� �)TAIRl,iAT', LANPINO (_'R, RAMF H^5 A r5l_)A'�`.T.)RAIL OR HANI:)RAIL, INC,Lur__)IN(�� BALU'51­ER�:_., ,`.)�m' N-F�LL PANEI.�), (-x�-If1Lr'IN(-') I,,JITI­I 1 -HE PRFA/15101,15 OF 5Ec,FIOH IC,I;) /,NL) 1�,Oli.7 (�-)!= THE I'I.(-)R�1-.);,\ E',iJ1LF_)1NC, C,01DE, E',U1I_1)II\V.�,; ANE) 1.2 THE 1­11_,���N!_� OF THE (-�I_A�-21'_) 11 _ �, (�-�RE,, \"I f7T_1 I .jE N - I;-, JIW_H[�, (45-, Mi -1) FRord THE RAII-ING5, ------- - - - --------------- C-,iL/-\')5 P-,LO('..,i::' N3TALLATION IDFF-�FORMED IN _AC(-'0P[)ANCE_ WITH FIRc / FZE.5�� 4) C.O\/Ff� 5ILL A! ---,'.EA WITH A HE 4\/Y COAT OF ,/A")PH/\[.T EMUL')ION. ALLO ul Ei'1I_IL5Ic_)N To PRY AT LE -45 I' 2 HOU'P5 BEFORE PLACING MORTAR_ I. P0 ADHERE EXPAN51ON 3TRIP�� TIC) jAI-IFI5 AN[) HEAP. IlAir'.,E CEPTAIN EXPAN51ON 5TRIP E-xTENL-.)S TO 5ILL. C) ':)ET A FULL I-IORTAR DED JOINT, AF'PLIED TO 5ILL, , D) OET L0LIJE1`:?, COLIFR6F G'F bLOCK'. MAINTAIN A 1,'Nirc,p��i­i jqiNT UJILDTH OF 3/01' fFtlJ5 Q-1 MINU5 .*IL.i�)T /&1'. ALL 1-10RITAF? JOINTb � DE FULL. AND NOT FUR ' POWEED, ALL MORTAR 5HIALL C5E '1'i­r1E `,�)` OR "N". FEEL TOOL5 MU��T N01' E)E 1.6ED TO IAP 5LOCK5 INTO PO'_')ITION. (FILACEF: A IRLIP_31:3r,-_�� (_.�F�ITCH' TIP ON ENP OF TPDX-L TO FAP rECOCK. INTO P03ITION.) PO NOT REAL16N, 14f:', OR OT1-JERLLiI6E `10VE DLOCK AFTER INITIAL F'1_4GEMENT. FOR SOLID C.'LIA55 5Lc-)G< I - MAY BE NF(-.�E55AFI' ro usE (-UEDG';E,�.� IN ,'HE mor-uAP JOINT5 OF TkIE LOWEF­,' COUH�.')E5 TO P'PE\/T'--NT THEE -1011;'�TAF FRC)I-I DEIN6 'SOLIE E ZED" OUT. E) IN5T4LL �DANEL REINrO',�P.CI\11(7 IN EVEIRr Ts)THE� MOPTAF-,' 5ED HORIZONTALL"T* AND IN JOINTIC, 11-11-IF-D14TELY 4501/E AND F�,E__LCAIJ ALL OPEN N163 WITHIN PANEL5. (THE 54ME ")PACINC., ' 1311ALL A�DFLY TO PANEL ANC�4011::,'5 UJHEN J5ED AT JAMD�':') AND HIEAD5 IN LIEU OF C-�­IANNEL Oi� (".,'P43E 5URFOUND5.) F)UH F E;Nr-()FCIN(�i CON rINUOU5L I' FRO11 END TO END OP PANEL5. LAF1 REINFORCINeS NOT LE55 THAN 6 iN(.�HE5 JJI­­IENEVE-F� IT 16 NECE,5')AF'i' TO UC)E MORE THAN ONE LENGTH. DO NOI' F_3R.JL)CiE EXP41N310N JOINT5 LUITH R�'__INFORGIN(�-. INI��TALL REINFO" CINCi A5 FOLLOW5: ; 1--ILACE LOWER HALF OF MORTAR IN 5EP JOINT. [�)u NOT FURROI�, � F" E55 F:14NEL REINIPORCINIC,'; INTO PLACE. � CIOVE,R PANEL REINFOF-�CING.r �Jlrrll UFDPER HALF OF MORTAR EjE[) AN[-.) TPoLUEL 51"100TH, DO NO FUF��OtJl. r) F'tA('.'-E FRILL M10RTAJ--' [31ET) FOF? JOINT6 NOT F-)�E0.11RINCT F)ANEL FEINFORCIN6 - EX) NOT FlJFP(.)ILJ. 1`11AINTAIN I.NIFOFN JOINT Ll.)IDT4 CT) 5E I' 5U(_GEEDIN(.'i GGUF-�E OF DLCGI�:'.3, 5PACE AT 1-1EAD OF PANEL AND J4�1�13�5 11.1�)T REI-14IN FREE OF MOR[AR, H) 3TIRIKE JOINIT5 5MOOTT-1 �UI­41LE '1Of­-,)FAF' 15 C)TILL FLAFIC ANP DEFT'.)FRE FINAL !�TET. _/\1 THI�D TIME RAKE ou'r ALL �3PACE5 RECAiIRINC, 5EALAN'r r(3 A DEF:1-1`1_1 rL"'ClIAL TO T�IE wbrf.1 Cj: Tj-IE I '.')I--�1ACE5. REI ­10\/E 5URPI-J-15 NOR] AR FROM FAC'E_61 OF C.;LAC-6 bLOCI,",C) ANp JJIF�E E)FT1 . � " rOOL JOINT5 5MOOTH AND CONC,AVE, E`)EFORE: m(w,irAR TAKE5 FINAL SE_'T. (PEMOVE I UjEDCiE�3 FROM LOI,UER COUR6E5 OF c"OLID H,LOG<� AND POINT THE \/OID5 (IJI11-11 MORTAFR.) 1) 4,FTFIR FrNAL 1'1OR74r'-,1. �,),:__-T �,/_,\F"f:,��Ox. 241 �iouF5), N'6F_/N,_!1_ FAC��',JN�:- TI61-ITD' EdETUJP-El� 61-4,�5 5L.0(:��,'. r�,/\NEL AND JAJIIE.111 41,0 HEAD �'."(,,,\i,,�,!,,�.;uc,-r!(-,)ki LEAVE 5P4(_',E rO*R'5EALIN�-s. J) A�DPL� �)EA!,ANII' E:1/E-l\ILY TC) THE FULL IDEFDT'711 Oi- 'RF(_.,'F��5!E�3 IN AC(_.10�­'DAN(__'F iUITH THE ­ . . . MANLIFACTIJREFF-�'5 4PPI. ["A', 10,'� 1`1 AINUAL 4NE) iN�')'11'i;�IJGI 10N��, K) A I­IAXIMUM O' F 60 5(,'A!ApE FEFT Or'- ��,LA'.`)S F)L(__)GK IIAY' '-P,E INC)T4LLEE) IN AN*i' O'FIENIN6. FOP LUIND ��PEEDC) UP TO 110� tlPki* F)Er� F -Ii I rc)EIUF�G'!, COFI`ININ�`, PE(_01-11"IEND ATIONC) FO�� I 1\1 5T, �\ L L A, T I O N 0 F G L A,'-'),5 5 I - O C � K,. R I.. EX�:AN51oN �3TF.'.If:) 20 5.�a. F�.14NIF-J.- 111;��,-�, .1� . 4NGi4fxrR __\ - ,- I. , \ " 1�i � "I " :, I`,X_:� , �. ... � �. - i.. ,,, ., ___ *:'4\1�)IC _ .... I , ,., )N . ` ,., 114 " E X T I 11L ...­ 7- F ��.-3 �_ja, F�'ANFM'L \ "' I , _­ E50LT (2 FD'_-,�,' , \ �I �RFINIF_011��(:IIJ\Ic_.? 4\F,,Ic,,1f0E-�) " E \/F F,Rl' , j , I 11 OT�-V:R .. ...... �, \ [ , .1 . � - ___ � . � � . .., I v ... , � -', 0 Ul--< 5 E- ) . N I I EXF4NbION 'TRIF-' ..... ,.. ,_11 " " , I" , ., *_1 , I ', ", ... � I _ ­ , "", �, _� I - � , - , � , '. _ I., 1_�� * �1' � , , 1-1 -SEALANT _,'_� ..� '1� '1� I -1 7____�xl' - � "11.�, -, , ,:r, ��.,, ,,[>,,�,-" ,_ ,__ , .1 ,,, ,_11 ..� I .1 , ,�,�.�,�_'�,­_ ,�-,;[ `-111\1, L/\fD �')F:UCE I, , 1. , - .� �' - 1_/1 (IJ/ F?.EII`,1F0E--�CI[\1(_.; 1;111� _,""',> ... ��.,..,,,� �,<_','., \ , F AN N E I - '� J,,�"" ,/�_,�, `111N. 1_4r_) / �)J::D1_Ic-_u_ E :� I--,' NIOTE:: � � " "') E E (� -.) Ed L 0 (� �-�. �', "" , _4LA5C -­ 5'4LANT iNST41-LATION NOTE3. C -,L -/\5C,) 1�)!_OCK IDE1-4,11_ I010 mph F-ASTE5T WINL) � 1310 mph, 3 SEC� (-'.I[,!:'? [, 'FF,�:,* TAE3LE F301.2,1,_�)) . " , , *(110 mph FACJE�5T i�IND � 130 mph, 5 SEC. GL.151. FEIC r4r3LIF 1/6,06.1.6.1) �_ �.__�, - - I c/) I-_ - u_j V) Lu z 7: 0 � v) F-- I u I C) Lu Q:� Z 7- < 0 0) u Z 0- V) < ::D 17- V) -_ TO THE BESI OF I[ IE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCrURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDEN IIAL BUILDING CODE (INCLUDING 2001i 5UPPLEMEN Q, SEcITON R301 FOR 120 MPH, 3 SEC. GUS[, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = W. 18) WIND ZONE DRAYINGAND DESION 13 VALID FOR 12MOTITHS ITHIS AFrLR THE DATE IT 13 SIGNEDAND SEALED. SICNID AND SEALED FOR THE STRUCTURAL PORTIC)PI OP THIS DPAWTIG ONLY, '-- 2011 LENTIAP CORP. -THIS PLMI MAY NOT GE REPRODUCED ITT ANY MANTIER WITHOUf WRIHEN CONSENT FRQN1 LENNAR CORPORATIQh, __ 201 I -THESE DRAWINGS ATTID DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING. LLC AND THE CL&I f ON 0IFS PROJECT. ANY REPRODUCTION OR UNAUTHORILED USE 13 PROHIBITED. . - REVISION: DATE DESCRIPTION 02-03,09 1.00 2QU/ I TIC UPDAIFS P. REVISLU DLIAILS CIS3, CC/SJ?. K/13 FOR WALL OFFSCI 2'I NOM STEP 10-20-09 - 1.01 RLV1ShDDFrA1L K/S3 083 1. I 0 1.02 CI-405FFFI , - 10.19.10 1.03 UFL)AHF DFrAIL K/S4 04.13.11 - 1 N REVI�11) NONA)ROP CA8LE L)LfAiL - VERSION NO. 1.04 /04.13.1 1 25948 �C SAMUEL A. GREENBERG, P.E. #34245 Ei THUY H. HUYNH, P.E. #60122 o IRWIN J. BENS01',I, P.E. #49/58 ? ". O�T�,_#_y . � % t q1,, -"e , 4- 1, - '71. - � �. , - , I * ., I 11. � - .- , ,f,� ,X 1�1. ., ­-,­,�" ,��> I � ,,SEAL.- ,.��,.'.�, IENG I 19� , I . r- i'q �'. , - 6 C, I'- A, *4 " � , - '11, " . � " "' ` , " , � , .�. ., ­ ­` . \ � 11 .­;. - ,,, . I Fl. . �, I _ t� " 21 I-) " ,_ . , -1 ,�,, I,- .1 . , � � ("i � �,�o , _1 . , I .. " ,- L-1 .If ­ .. - -1 I .. . ,, I.; ,1,� . . _ �� .. " I , . I " 1. ,.� 111:�!/�., ,1_q, ,, '� I t. �, ,,, e, o , - , 01 1� " . - ­ , `- ''.. 11 . - f 1� ".. � (),� I'll .1 . �p , � 11�1'_ , , . , , :,t� !*" ,,� " �,,,_ ,� I , , �,_;, , � ., 1�1 ... � 1 1. 'I", 1, ­. ,.n'r; -11 I I� � I -S H FET TITLE: SFRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: Dz REVIEWED BY: TH k a s 1\4 r_1 N ,__ r - I r- 1-0 I V) ch, 1-0 NO DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com Y 0 )ATE ISSUED: [ SAMUEL A. GREENBERG, L LJ f{ry i� O � P.E. #34245 r THUY H. HUYNH, H m z (5 ILL IRWIN J. BENSON, P.E. #49758 LLJ Q 2 HI J W J V Ln V) Ln V) z O W z y //0 ! u D_ V) ',4., ::D TO fI HE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THESIRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION 8301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = F0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 2011 LENPIAR CORP, THIS PLAN MAY NOT BE R EPRODUCED IN AHY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATIgPI, 2011 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERIPIG, LLC AND THE CLIEI4F CH THIS PROJECT. ANY REPRODUC➢ON OR UNAUTHORIZED USE IS PROHIBITED, (+ p� REVISION: DATE DESCRIPTION. 02-03-09 1.00 200/ Fuc UPDATES s REVISED DFTAILSC/S3; (XIS3 & Y./S3 FOR WAl L OFF SET T FROM VU, I0-20-09 IUI RLVISLD UETAIL K/S3 08.31. 10 1.02 C,40 STEEL 10.19.10 1.03 UPDAIL DETAIL KIS-1 04.13.11 - 1.04 RFVRED NON -DROP GAULL DLIAIL VERSION NO. 1.04 /04.13.11 CA 25948 290128 )ATE ISSUED: [ SAMUEL A. GREENBERG, `III P.E. #34245 ❑ THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 9'� 1 �, g�� g,_� q N9ER'SE¢qL. F ;1 Jn -SHEET TITLE, STRUCTURAL NOTES MEET INFORMATION: OB NO.: 290128 )ATE ISSUED: 02.03.09 )RAWN BY: DZ EVIEWED BY: TH M., 12 CT`T"P,) VARIES IN5ULAT1 5/a" OR 1/2" HIGH - STRENGTH CEILING BOARD PER CODE (OR 5/0" GYP. TYPE "X" v GARAGE UJ/A HABITABLE ROOM ABOVF) UJ/DRYWALL SCREUI6 w 1" O.C. CEILING 4 a" O.C.. WALLS SEE TH15 SHT FOR -Ji INSULATION CHART Ix2 P.T. HoFRIZONTAL NAILER STD. 90°HOOK (5EE DETAIL) SEE THIS 5HT NN5ULATION CHART Ix2 PT WD FURRING a 24" O.0 1/2" GYPSUM WALLBOARD U.N.0 (I) LAYER UNDEFL AYNENT FOR ROOF PITCH >4:12 4 (2) LAYERS UNDERLAfMENT FOR ROOF PITCH <4:12, - PRE ENGINEERED WOOD TRUSS a 24" O.G. U.N.O, /HURRICANE ANCHOR � EACH TRU55 / (SEE UPLIFr SCHED.) UJ/ ME'i"AL PL.. UNDER EA. TRU55 r_ MOTS"rUF:E C=Arr�F�l�'F'-', GOOF GOVEfRING -1/16" D.S.B. MIN. SEE ROOF NAILINNG -- SCHEDULE ON 6HT. 5N1 -�� ELEV. \/AR'IE5 i' ALUMINUM E7rRlf' EDGE -ALUMINUM FASCIA 12" 0 , -2x SIJB FASCIA 12" VENTILATED SOFFIT a1Ix81'XI6" KNOCK -CUT 5LOCK !U/ i^ra CONT. FILLED SOLID UJ/GROUT - " C.1 -1.U. TYf✓IC;AL T r PE "5" I-10FTAR -ARCHITECTURAL FIN15H (U 15 VERT. IN FILL CELLS (SEE Ix4 F.T. 1JA6E NAILER -- I_ JC FOUNDATION PLAN FOR LOCATIONS) 3 1/4" PASE�OAIRD MIN. 2500 PSI GONG. 5LA 4"x4" INSPECTION MIN PSI MAY VARY PER-� PORT AT EACH MUNICIPALITY. Li FILLED CELL TYPICAL. I CONCRETE 6LA5 !U/ 6X6 I.UI.4XU11.4 UJU)F OR IFIEERh1ESH" _ NC)TE:EXTEND _ E)Z DECO FINISH 4" to BELOW GRADE 6 MIL VAPOR % ?77 BARRIER COMP. SOIL. (COMPACTED / \ TO 95% MODIFIED ! , \ PROCTOR ASTM D1551) I 3'r�W. GL12. (2) 15 REEBAR CONT. 01 _/ 3" CHAIRS TYP. U.N.O. I'_ ; 5TD. 90014OCK - (SEE DETAIL ) TYPICAL WALL 5EcTIo\,� A I SCALE: 3/4" = 1'-0" c i I - I ,- BL OGK WALL BEYOND Ivl" PAVERS O.H.D. RECESS �r � rfT —III — I—III i- •� � � I�I—i I �i1 FFirfI c0 -llljj11111_ ,. III , -111-1 I 111 III-_ I I' T-_ I_; �- 5EE F./53 OR—%�-III III III f I III- —III— , i I�I I -- J/56 FOR 1.3 °I I-1 IN, CLEARANCE FRErINF. INFO. SEE TYP. WALL 5EGTION FOR SGALE: N.T.S. ADDITIONAL INFORMATION. V AIR I 3/4" REGESS FOR 6 x 6 AIA x NIA 5.0-.D. (U.N.O.) WWF OR FIBERME5H IY) r - 1 SEE A/53 FOR G RE INC. INF 4" -- OPTION ftl SEE T -CP. WALL 5EGTION FOR ADDITIONAL SLAB INFOR.MA-riON. SCALE: 3/4"=1'-O" 53"// I_ __ INSULATION. REQUIREMENTS_ L _OC-ATI(*._.)N F'. -VALUE EXT WALL R-4.1 f-f1(*71-I '-'ERM EXT FI'AME-- _.) x 4 }= II/F= -I > I:,P.A1-T FAG,1=L> EXT 'F'RAMIE .2 ;< �� >, Ic{ 1*:::..1PAF-T EA(;'_[_) C;0N1)1TIC>1\IEC) C,EILII\I (I N"? FALL BAF-FEI. ', A 1- EAVr_) }.. -J /\ a"x8"x16" NOMINAL BLOCK WITH 3/0" MORTAR BETWEEN COURSES I II II II II I u II II II --- JL -- - JI--- -- -----_------ I u I II II II U II I II II II II II I II II II II II L ------- --- a -- ---- -II --- -- n -- ----_ - Ii =---- --_- 81x4(6' NOMINAL ° MORTAR BETWEEN B_OK WITH 3/a" � 5LAB 4 BLOCK ,• r II _ ..T_i MORTAR 5ETUIEEN it ii = COIJRSE5 CUT TO I ca II � II II II II � .)LOPE. L ----_II .. ELEV. 01- - - 4 ° a 0" ELEV. 0-4112° I - A.F.F. 4 _ \_L ELEV. -0'-31/2" 1- 2x4 DONT: v A.F.F.) 4 d d 44 a �. ` 4 c C=ad\'ra�\r iE [)t -:FTI -4 \/ARIE-5 I I a ' 4 n a _ —x ° v a SCALE: 3/4" = I'-0" r _> 53 , 1 77 �7i "-FRAME WALL TO C.M.U._WA L C 0i`NECITIC_A �--) r 5EE T'(P. WALL ScG-1- ION 1=c)(='. SCALE: ✓/4 =1 -O" �_ A�) DDITIONAL 5LAB INFORM/\TION. \` -.J__> V (1) ROW 2x BLCCKING � MID HOT. FOR WALL H(s'r. < al_6A. (2) ROWS 2x BLOCKING a 3rd PT5 FOR WALL HOT. > a' -o'. /-1/2" GYP. WE) (MIN.) � GARAGE SIDE z IF APPLICABLE. . fi 2x P.T. PLATE 1/4" DI/\. X 3 114" TAPCONS " 24 O/C 4 Q 6" MAX FROM E ND OF 2 x 2 T r i �-� .01\13" PL r �Hn �x<vUJI.4xUJl.�n =- IR5 (TYP.) z: WWF OR FIBERi'1ESH , / 1 ail T'fFIG ALINT } iOI � \ (I�l WALL uJ/Ou"r UPL IF -T SEE TYP. HALL 5EGTION FOR ADDITIONAL SLAB INFORMATION. 1/2" OR 1/l0' OSB MIN" FLYWOOD SHEATHING - NAILED W1 ad COMMON NAILS �@ 4" 0/C BOUNDARIE5, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR UJALL RECJIRE5 2x BLOCKING 9 SEAMS. (2) ROWS OF 2x BLOCKING 0- -T(RUS5 50T rCM CHORD OR 2x4 BLOCKING 5/0"OR 1/2" HIGH STRENGTH (U.N.O.) ^% !U/ 2-166 TOE NAILS � EACH END (OR %a" GYP. TYPE /.'' @ GARAGE ' !U/A HA6ITASLE ROOM ABOVE) �- 5EE UPLIFT 5CHEDUL E FOR UPLIFT CONNED T IONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOU�I � TRU55 ALIC-TNED WITH ,STUD BELCW TOF PLATE U8P :�PT24— l -- -'2"x S.P.F. (CR EQUAL) 5-i-mS 1 IG" Ute'. U.N.O, CONNECTo1� I�\< 1/2" CDX PLYWOOD OR 7/l0" O.S.S. V (I) ROU) 2x 5LOC!--;INCn I�)''11D HGr. FOR !Ur\LL SHEATHINCT REUT). FOR ALL NGT. < V-6", (2) ROWS 2x BLOCKING a 3rd EXTERIOR OR SHEAR WALLS A.5 � � PT5 FOR WALL !-!GT. INDICATED ON THE PLAN. ATTACH SHEATHINCr UJ/ ad COMMON NAILS 5EE TF-{1`� SNI" FOUR IN5UL ATION CHART 4" U.G. 9 BOUNDARIES, o° 0r, � >` EDGE5, AND '-j 12" O.G. FIELD --rJ5F 5FT22 CONNECTOR x 10" ''J" BOLT -v 24" O.C. UJ/ 2x F.T. E507-rol'1 PLA"TE PLATE WASHER (TYP.) f; x 6 WIA x W1.4 2 �s� I -l11 -UF OR FIBERMESH 3 I/2" MIN. -r ----- T- (2) #5 CON-', II -4a �n U.N.O. - r-IIN. x 3TUp3 a 16" OIC: THIRD POINTS 2 \ � � \ / aEE TI -;IS �5;--1T FOR INSULATION CHART SEE THIS 5HT FOR INSULATION C:HART--- 1/a' JTUCCO FINISH PER A5TM C. 320 APPLY 3 LAYERS W/TOTAL THICKINE56 1/0" OVER METAL LATH. FIRST 2 L AYER5 CONTIMJOU5 TO FOOTER BE -LOW 9001-10(�! DETAIL 5/Y"Y x 10" "J" BOLT � 24" O/G !U/ 21'vX 3/0" 'THICK EACH. 3RD LAYER 1/8j" THICK. ;,CD, �;1_C�C:K, 3/16" PLATE WA5NER TYPICAL -- �---� - G K U5r-' SPT22 @ EA. 5'rup MIN. 2500 F51 CONCRETE -2x F.T. FAL ATE 1/2"OR 5/8" I -116H \__ TIRU55 BOTTCI'1 C Or,r> Or? 2x4 r�L<�C KING (OR c�/ r Yr'. TYPE " IJJ/ 2 I� a TOE NAII-3 0 EACH END r X " �� GARA(_'-;E UJ/A 1-IAF1IT4EiL F !� � h DOU � tJhPLJFr 5CHEDULF FOR DPLIrl" _TIUrONNE(':NF). PROVIDE (U U6P HT W20 WHENLlii� 6FIT2 ,4LI(:'1NED WITH 6TUD 5'E OIU 112" GYP. UJ.S, MIN. '0 F?�?^ APPLICABLE � 2"x S.P.F. (OR EULIAI_) STUDS 'a IC," ara U.N.O. (1) ROU) 2x BLOCKING Mir) 1-16T. FOF WALL r -IGT. < u'4o". (2) f;O!l!S 2x BLOGi<iNC, --EPEE TI -115, swrr FOr-:- IN5!.JLA\�TION GI-1AfRT 3rd PTS FOR WALL f-IGT,�'~ x 10" "J" E30LT •a 24" O.C. UJ/ 2" � x USF-' 3F'T22 PLATE UJA5HER (TYP.) 2;< i=LAT Im _L _ ✓ / + I r -tom 3MINN.-� x 1/2" MIo JJI.4 x JJI,� U OF Or r IBLI�MEn�H 17 7. c�! ^l r -_ " I� .' / i3 I/2CrninJ TO �'/ T \ \ \ (2).� r ONT. - v. AL_CEi'i�l-� _IJAI�L l _ mr ' uJ/�..�i-ulEAR... W/ -\,LL I- _ALE: _'r �__ (1) ROW 2x B�LCCKING 'o MIL-)_- - ---- I -IGT, FOI-D WALL r-1GT. s V-611 NOTE: -I c (2) ROWIS 2x 51 OCKINCT 3rd SEF 6EGTle3N C/53 FOFR ADDITION: 1L INFO�?P11-\ iION J r P r> FOP WALL HGT, > 8'-6" 1/2" GYP. UJB (MIiNJ GApAGE a USF' Sr'T22 CONriECTCJR / 3IDE IF AF F`LIC:ABLE. �, EXPAN510N BOLT X24 " 0c. 2x P:r. FDI ^ r W/ 1" E 1E-�EDMENT (MIN. SHEAR SLAB UJ/oxo '�° r�Irl, i�Af?____... _ �+ `'F'AC: ANCHOR FD�t'r�1 :500, Mhd. 'i> P151UN z,00) �- " � I�CINFOI�C.IN6 MAX FROM [-ND OF � I n UJI.4 x WIA [ WEEP SCRFED ( ' '( BAF' __ 11q j - - 6 x o UI.-, x !UI.4 ----,�'—L.-s r—'-- Fes¢=�-rF� r x�- w - \ \'^ �y IJJWF R B-RI1��N / INSTALLED PER MAIUF. �,. _ - 3 r ,_ATr � ( lU!JJF OR rIBE;;ME51­1 == i 3 OI,If4 REIN, ORGING BAS I -\ - �+ T �- - - �-- . •. F IN 1:11--1 r 17 r -- -.-- -25" MIN. LAF-, rc NIL s:— I r - LL! •- rf J / .7 Ii - R EINF BAR 3 I r 6 _ AP. » \ (21 v r A r � -- - - — . -;()NT. SOI O � COMP.L.l. (COMPACTED T -- -k - r�lr1. ! aP-;_,_�T� 3 ON 3" GHAIR5 I I 9551- MODIFIED PROCTOR AJTM � -- � �\ r � � „ (TTI.) D1551) rrr.,.T�T� cr-�TR� �� r - 4" 1—'-4 I --- --— _#6 REINFORTLO�»-N' 6 " iA� R > ATE�-.), 9 - .) T`T=I C'41� IN T I 10 rT.T"FfICLC—) � �I1 WALL - 5�AjRINCx LuAL_ W/ i F = SEE Tf.UALL SECTION - FOR ADDITIONAL 5LAB INFORMATION.SCALE: N.-F.S. _ _ _..__ _._ _- _ _ .,✓ALE: 3/4" =1'-O" �r}..� � �'�-- BLOCK. WALL BEYOND EXPANSION JOINT 13" O.N.D. IRECESS � �. 4' 4 C'7 IjlI�__ t. I` Q, j �7` cv / a / \ r T / // A/6?, / OR J/5o I 1-11N, GLEAF?ANC:E FOR PF INF. INFO. (I aTrI- P 1 ) cJT R A(:rtE-)0 c cif •�_A5 RE(c- E 3 � \ GJEE TYF�. WALL SE(_ TION F0FD, SCALE: N.T.S. S3 ADDITIONAL_ INFOFRrIATION- i P.T. 2x �._) -1/2" GYP. BD. C i) 2' -HOLD GYP. E3D. 1/2 FROM SLAB --CONT. BEAD SEAL_' I N'FE 10(? .I, SON fR G __ rE NAILS / LS W I - I /'I - EM -,'-- F @ 12" �..J t- ly JP 13C -)rT(-)M PLA—FE TO GONGR.f=TE (MIN. SHEAr--'. Iba# MIN. TENSIG)N 120#) GONG:EiE SLAB � r v o MIL VAr OR BARRIER ----2X 5TUD5 @ 21PO.6. U.N.O. 1/2" GYPSUM WALLBOARD U.N.O. I I c. ' � / I /\, L� F� T Ar LL �Gr.F v. ✓�@rS U.G. - --� -JEL IJ 5II E_ T FOR, INSULATION N C Ar -CONT. DEAD 51EALANT S2 -6x6x/`11.4 cv - WHF UR FIBERME�'JN I �- 14"I4"i WALL 5EEE- -rYP. WALL SEG TION FOFR-�� SGALE: 3/4"=I' -G0 ADDITIONAL SLAB INFORMA-TION. -n x G W1.4 x! W1.4 UJIWF OR FIE,ERhIESN ADE C0 - 7-7 -9 �7 J MIN, r..� 'I(_. I _ Tr IIS •r i�!1 7 �1� a L <� MAS''Oi 1RY HALL AND _ r �+> v ,. PAD FOOTIN<� --� MASONRY VIAL.L AND r. PAD FOOTING I i..'I" MASON -1-111Y HALL - - _,, EXII ND FILL _ L GEL 5 TO FOUNDATION PAD <r G01N r. FOOTI N,53 S FEE:L.- N MAT REINFORGIN(. s + F r�;PAE F rU ' 1- 7,777- i0 �Lj l) 11.9 cv ` v�.-. ..- ,-'m v,, v l s- - J L -- L _ � 1 n' \ \. \'% / -FOOTING !i( 11,\;'\' \ ; `\ BEYOND U PAC/ ZI-INFOIRGE MENT �'� / �.'' 3"1 1-11N, CLEARANCE (:SEE 5(L4'IEDULE-) FC)OTING W!E.>TI-1 G2 GOL l I s N r I �r� �zl-�> rf� I L_ N 5EE TYP. WALL._ 5EC1"I0N FOR, � SCALE: N.T5. C' `� - ADDI-FIONAL INFOr�.MATIOfN. \ \_3 3_1� ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 P. 813.645.0166 1.813.645.9698 vvviw-danscoengineering.corn SP.(=. 51UD5 o 16" O.C. LOAD 13EFd�I NG OR- �2x - - -- --- - ----- T - � � M -, 2x STUD u f'-uuIo, EXTERIOR HALT_ -I ell, ¢�¢ � � W J U-1 Ip U Ln I "x P.T. STUD SEE GG/53 OR--�\ `' r- - 45 VERT. IN FILLED GEL.L 6/53 FOR ANGHOR - 5/8"x6" "J" DOLT5 BOLT INFO. BOLT @ 24" O.G. VERT. OR 5/Y>" x 6" EPDXY %5P 5PT22 TYP. \�\ I -- -� BOLT 2xh.T. PLA -r- o , A55UMED FINI5HEia GRADE z MONO OR 5TEMVIALL-._ _ __ - - - -- FOOTING MONO 51-I0AN _-- - - FOR CLARITY77 A i NOTE: FOR BEARING WALL W/ UPLIFT ONLY 77 �7i "-FRAME WALL TO C.M.U._WA L C 0i`NECITIC_A �--) r 5EE T'(P. WALL ScG-1- ION 1=c)(='. SCALE: ✓/4 =1 -O" �_ A�) DDITIONAL 5LAB INFORM/\TION. \` -.J__> V (1) ROW 2x BLCCKING � MID HOT. FOR WALL H(s'r. < al_6A. (2) ROWS 2x BLOCKING a 3rd PT5 FOR WALL HOT. > a' -o'. /-1/2" GYP. WE) (MIN.) � GARAGE SIDE z IF APPLICABLE. . fi 2x P.T. PLATE 1/4" DI/\. X 3 114" TAPCONS " 24 O/C 4 Q 6" MAX FROM E ND OF 2 x 2 T r i �-� .01\13" PL r �Hn �x<vUJI.4xUJl.�n =- IR5 (TYP.) z: WWF OR FIBERi'1ESH , / 1 ail T'fFIG ALINT } iOI � \ (I�l WALL uJ/Ou"r UPL IF -T SEE TYP. HALL 5EGTION FOR ADDITIONAL SLAB INFORMATION. 1/2" OR 1/l0' OSB MIN" FLYWOOD SHEATHING - NAILED W1 ad COMMON NAILS �@ 4" 0/C BOUNDARIE5, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR UJALL RECJIRE5 2x BLOCKING 9 SEAMS. (2) ROWS OF 2x BLOCKING 0- -T(RUS5 50T rCM CHORD OR 2x4 BLOCKING 5/0"OR 1/2" HIGH STRENGTH (U.N.O.) ^% !U/ 2-166 TOE NAILS � EACH END (OR %a" GYP. TYPE /.'' @ GARAGE ' !U/A HA6ITASLE ROOM ABOVE) �- 5EE UPLIFT 5CHEDUL E FOR UPLIFT CONNED T IONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOU�I � TRU55 ALIC-TNED WITH ,STUD BELCW TOF PLATE U8P :�PT24— l -- -'2"x S.P.F. (CR EQUAL) 5-i-mS 1 IG" Ute'. U.N.O, CONNECTo1� I�\< 1/2" CDX PLYWOOD OR 7/l0" O.S.S. V (I) ROU) 2x 5LOC!--;INCn I�)''11D HGr. FOR !Ur\LL SHEATHINCT REUT). FOR ALL NGT. < V-6", (2) ROWS 2x BLOCKING a 3rd EXTERIOR OR SHEAR WALLS A.5 � � PT5 FOR WALL !-!GT. INDICATED ON THE PLAN. ATTACH SHEATHINCr UJ/ ad COMMON NAILS 5EE TF-{1`� SNI" FOUR IN5UL ATION CHART 4" U.G. 9 BOUNDARIES, o° 0r, � >` EDGE5, AND '-j 12" O.G. FIELD --rJ5F 5FT22 CONNECTOR x 10" ''J" BOLT -v 24" O.C. UJ/ 2x F.T. E507-rol'1 PLA"TE PLATE WASHER (TYP.) f; x 6 WIA x W1.4 2 �s� I -l11 -UF OR FIBERMESH 3 I/2" MIN. -r ----- T- (2) #5 CON-', II -4a �n U.N.O. - r-IIN. x 3TUp3 a 16" OIC: THIRD POINTS 2 \ � � \ / aEE TI -;IS �5;--1T FOR INSULATION CHART SEE THIS 5HT FOR INSULATION C:HART--- 1/a' JTUCCO FINISH PER A5TM C. 320 APPLY 3 LAYERS W/TOTAL THICKINE56 1/0" OVER METAL LATH. FIRST 2 L AYER5 CONTIMJOU5 TO FOOTER BE -LOW 9001-10(�! DETAIL 5/Y"Y x 10" "J" BOLT � 24" O/G !U/ 21'vX 3/0" 'THICK EACH. 3RD LAYER 1/8j" THICK. ;,CD, �;1_C�C:K, 3/16" PLATE WA5NER TYPICAL -- �---� - G K U5r-' SPT22 @ EA. 5'rup MIN. 2500 F51 CONCRETE -2x F.T. FAL ATE 1/2"OR 5/8" I -116H \__ TIRU55 BOTTCI'1 C Or,r> Or? 2x4 r�L<�C KING (OR c�/ r Yr'. TYPE " IJJ/ 2 I� a TOE NAII-3 0 EACH END r X " �� GARA(_'-;E UJ/A 1-IAF1IT4EiL F !� � h DOU � tJhPLJFr 5CHEDULF FOR DPLIrl" _TIUrONNE(':NF). PROVIDE (U U6P HT W20 WHENLlii� 6FIT2 ,4LI(:'1NED WITH 6TUD 5'E OIU 112" GYP. UJ.S, MIN. '0 F?�?^ APPLICABLE � 2"x S.P.F. (OR EULIAI_) STUDS 'a IC," ara U.N.O. (1) ROU) 2x BLOCKING Mir) 1-16T. FOF WALL r -IGT. < u'4o". (2) f;O!l!S 2x BLOGi<iNC, --EPEE TI -115, swrr FOr-:- IN5!.JLA\�TION GI-1AfRT 3rd PTS FOR WALL f-IGT,�'~ x 10" "J" E30LT •a 24" O.C. UJ/ 2" � x USF-' 3F'T22 PLATE UJA5HER (TYP.) 2;< i=LAT Im _L _ ✓ / + I r -tom 3MINN.-� x 1/2" MIo JJI.4 x JJI,� U OF Or r IBLI�MEn�H 17 7. c�! ^l r -_ " I� .' / i3 I/2CrninJ TO �'/ T \ \ \ (2).� r ONT. - v. AL_CEi'i�l-� _IJAI�L l _ mr ' uJ/�..�i-ulEAR... W/ -\,LL I- _ALE: _'r �__ (1) ROW 2x B�LCCKING 'o MIL-)_- - ---- I -IGT, FOI-D WALL r-1GT. s V-611 NOTE: -I c (2) ROWIS 2x 51 OCKINCT 3rd SEF 6EGTle3N C/53 FOFR ADDITION: 1L INFO�?P11-\ iION J r P r> FOP WALL HGT, > 8'-6" 1/2" GYP. UJB (MIiNJ GApAGE a USF' Sr'T22 CONriECTCJR / 3IDE IF AF F`LIC:ABLE. �, EXPAN510N BOLT X24 " 0c. 2x P:r. FDI ^ r W/ 1" E 1E-�EDMENT (MIN. SHEAR SLAB UJ/oxo '�° r�Irl, i�Af?____... _ �+ `'F'AC: ANCHOR FD�t'r�1 :500, Mhd. 'i> P151UN z,00) �- " � I�CINFOI�C.IN6 MAX FROM [-ND OF � I n UJI.4 x WIA [ WEEP SCRFED ( ' '( BAF' __ 11q j - - 6 x o UI.-, x !UI.4 ----,�'—L.-s r—'-- Fes¢=�-rF� r x�- w - \ \'^ �y IJJWF R B-RI1��N / INSTALLED PER MAIUF. �,. _ - 3 r ,_ATr � ( lU!JJF OR rIBE;;ME51­1 == i 3 OI,If4 REIN, ORGING BAS I -\ - �+ T �- - - �-- . •. F IN 1:11--1 r 17 r -- -.-- -25" MIN. LAF-, rc NIL s:— I r - LL! •- rf J / .7 Ii - R EINF BAR 3 I r 6 _ AP. » \ (21 v r A r � -- - - — . -;()NT. SOI O � COMP.L.l. (COMPACTED T -- -k - r�lr1. ! aP-;_,_�T� 3 ON 3" GHAIR5 I I 9551- MODIFIED PROCTOR AJTM � -- � �\ r � � „ (TTI.) D1551) rrr.,.T�T� cr-�TR� �� r - 4" 1—'-4 I --- --— _#6 REINFORTLO�»-N' 6 " iA� R > ATE�-.), 9 - .) T`T=I C'41� IN T I 10 rT.T"FfICLC—) � �I1 WALL - 5�AjRINCx LuAL_ W/ i F = SEE Tf.UALL SECTION - FOR ADDITIONAL 5LAB INFORMATION.SCALE: N.-F.S. _ _ _..__ _._ _- _ _ .,✓ALE: 3/4" =1'-O" �r}..� � �'�-- BLOCK. WALL BEYOND EXPANSION JOINT 13" O.N.D. IRECESS � �. 4' 4 C'7 IjlI�__ t. I` Q, j �7` cv / a / \ r T / // A/6?, / OR J/5o I 1-11N, GLEAF?ANC:E FOR PF INF. INFO. (I aTrI- P 1 ) cJT R A(:rtE-)0 c cif •�_A5 RE(c- E 3 � \ GJEE TYF�. WALL SE(_ TION F0FD, SCALE: N.T.S. S3 ADDITIONAL_ INFOFRrIATION- i P.T. 2x �._) -1/2" GYP. BD. C i) 2' -HOLD GYP. E3D. 1/2 FROM SLAB --CONT. BEAD SEAL_' I N'FE 10(? .I, SON fR G __ rE NAILS / LS W I - I /'I - EM -,'-- F @ 12" �..J t- ly JP 13C -)rT(-)M PLA—FE TO GONGR.f=TE (MIN. SHEAr--'. Iba# MIN. TENSIG)N 120#) GONG:EiE SLAB � r v o MIL VAr OR BARRIER ----2X 5TUD5 @ 21PO.6. U.N.O. 1/2" GYPSUM WALLBOARD U.N.O. I I c. ' � / I /\, L� F� T Ar LL �Gr.F v. ✓�@rS U.G. - --� -JEL IJ 5II E_ T FOR, INSULATION N C Ar -CONT. DEAD 51EALANT S2 -6x6x/`11.4 cv - WHF UR FIBERME�'JN I �- 14"I4"i WALL 5EEE- -rYP. WALL SEG TION FOFR-�� SGALE: 3/4"=I' -G0 ADDITIONAL SLAB INFORMA-TION. -n x G W1.4 x! W1.4 UJIWF OR FIE,ERhIESN ADE C0 - 7-7 -9 �7 J MIN, r..� 'I(_. I _ Tr IIS •r i�!1 7 �1� a L <� MAS''Oi 1RY HALL AND _ r �+> v ,. PAD FOOTIN<� --� MASONRY VIAL.L AND r. PAD FOOTING I i..'I" MASON -1-111Y HALL - - _,, EXII ND FILL _ L GEL 5 TO FOUNDATION PAD <r G01N r. FOOTI N,53 S FEE:L.- N MAT REINFORGIN(. s + F r�;PAE F rU ' 1- 7,777- i0 �Lj l) 11.9 cv ` v�.-. ..- ,-'m v,, v l s- - J L -- L _ � 1 n' \ \. \'% / -FOOTING !i( 11,\;'\' \ ; `\ BEYOND U PAC/ ZI-INFOIRGE MENT �'� / �.'' 3"1 1-11N, CLEARANCE (:SEE 5(L4'IEDULE-) FC)OTING W!E.>TI-1 G2 GOL l I s N r I �r� �zl-�> rf� I L_ N 5EE TYP. WALL._ 5EC1"I0N FOR, � SCALE: N.T5. C' `� - ADDI-FIONAL INFOr�.MATIOfN. \ \_3 3_1� ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 P. 813.645.0166 1.813.645.9698 vvviw-danscoengineering.corn V) m c m z �]__ O C-/) F-- InW ®, z 0 �U Z G-• TO THE BEST OF TI IE ENGINEERS KNOWLEDGE AND BELIEF, ME STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WIN 200% FLORIDA RESIDENIIAI. BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUSF, EXPOSURE "CENCLOSED (INTERNALPRESSURE COEFFICIENT= ±0.18) WIND ZONE MI" r > DRAwuI � AND U .JCSICN IS VALID FOR � r R I_MJfITH" AFTER THE DATE IT IS SIGNED AND SEALED. SIGHED AND SEALED FOR THE STRUCPJRAL FORfION Of: IHIS DRAWING ONLY. 2011 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRINEN CONSEPU FROM LENNAR CORPORAIION. _111 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERLY ODANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PI OJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED, REVISION: DATE DESCRIPTION 02.03-09 01) zoo! n9c UPDATES a REVISLD DETAILS C/59, CC/S3 6 K/S3 FOR WALL OFF SET Y I IOM STLI' 10.20-09 1.01 REVISED ULIAIL KISS 08.31.10 1.02 G140 SII.eL 10.19.10 Loa UPDATE Duna KIS-1 04.13.1 1 1.04 RLVT5FD NONA)ROP GABLL DETAIL VERSION NO. 1.04 /04.13.11 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 m THUY FI. HUYNH, P.E. #60122 Ei IRWIN J. BENSON, P.E. #49758 .\ 9 NG f + r s' j.. v o f SHEET TITLE: SECTIONS, DETAILS, & NOTES (MONO) SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH S3 C) ,-T CEJ LLI O � � M u f'-uuIo, T ¢�¢ � � W J U-1 Ip U Ln V) m c m z �]__ O C-/) F-- InW ®, z 0 �U Z G-• TO THE BEST OF TI IE ENGINEERS KNOWLEDGE AND BELIEF, ME STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WIN 200% FLORIDA RESIDENIIAI. BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUSF, EXPOSURE "CENCLOSED (INTERNALPRESSURE COEFFICIENT= ±0.18) WIND ZONE MI" r > DRAwuI � AND U .JCSICN IS VALID FOR � r R I_MJfITH" AFTER THE DATE IT IS SIGNED AND SEALED. SIGHED AND SEALED FOR THE STRUCPJRAL FORfION Of: IHIS DRAWING ONLY. 2011 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRINEN CONSEPU FROM LENNAR CORPORAIION. _111 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERLY ODANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PI OJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED, REVISION: DATE DESCRIPTION 02.03-09 01) zoo! n9c UPDATES a REVISLD DETAILS C/59, CC/S3 6 K/S3 FOR WALL OFF SET Y I IOM STLI' 10.20-09 1.01 REVISED ULIAIL KISS 08.31.10 1.02 G140 SII.eL 10.19.10 Loa UPDATE Duna KIS-1 04.13.1 1 1.04 RLVT5FD NONA)ROP GABLL DETAIL VERSION NO. 1.04 /04.13.11 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 m THUY FI. HUYNH, P.E. #60122 Ei IRWIN J. BENSON, P.E. #49758 .\ 9 NG f + r s' j.. v o f SHEET TITLE: SECTIONS, DETAILS, & NOTES (MONO) SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH S3 1/2" MINIMUM CEMENT FINISH \ STANDARD 3" DIA. TEE THfREADEU 3" DIA. EXTEN510N SCREW OFF CAP (3° \\ D1A.) FOR CLEAN-OUT __ > I WALL CLEAN—CETT A `_=GALE: N.T.5. , REFER TO WINDOW E'R',ODUCT ,4>`'Pr?OVAL SWEE T� FOP. INSTALLATION INFOFMATION FE) 1-1ANUIfACTUR=R. — -- - 12 TYP)\ 5EE ELEY, USP 5PT24 EA. STUD 1/2" EXTERIOR TIRADE SHEATHING FASTENED TO TRU53E5 WITH Od COMMON WIRE NAILS a 4" O/C 6OUNDARIES 6' O/C EDGES 4 e5" O/C FIELD VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING 5TRIP5 I/2" �T'r 1`'SU1�'i POAP:p W/ DI,7'WALL eGREW5 O -C. OF 4.6 DFRYWALL NAIL. To DRAIN �—(1) LAYER UNDERLAYMENT FOPP, ROOF PITCH >4:12 4 (2) LAYERS UNDEtRLArMENT FOR ROOF PI1-CH <4:12. PRE -ENrINEERED (WOOD TIRU55E5 @ 24!'0/(; UPLIFT CONNECTOR (SEE SCHEDULE) DOUE3LE 2x4 SFF, 12 TOP PLATE I �\2x 5.P.F. 5T -1D5 a 16" O.C. CRICKET AS REQUIRED BLOCKING WP.) USP 5PT22 EA. STUD—_ - 2x P.T. PLATE ROOF TrRU35 5/0° x 10 J BOLT v 24 O/C Max W/ 8" EI`115EDMENT - UPLIFT CONNECTUT2 (5EE SCHEDULE) 9"X?"X16" K.O. BLOCK W/ Ia CON' . MOISTURE BARRIER AND FILLED SOLID W/GROUT - I '5 VERT. IN CONC. FILLED CELL W/ 5TD. 90' HOOK IN K.O. 5LOCK HIAI I r )tz;TAII % r- MOUNTING BASE NOT SHOWN FOR CLARITY -- SEE DETAIL BELOW SEAT FOR BLOCK IS f POURED IN PLACE CONCRETE-\ _< GARAGE FLOOR SLAB _ TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD - FOR DRAINAGE 5GALE: N.T.S. VERTICAL JAM ✓/�"pIA. x 3" ,J.-50LTS AT 6-3/4% 41-3/4", -11%AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-cjOLTS WILL 5E IN d FILLED CALLS (2,000 PSI MIN. CONCRETE). ANGI-iOFR6 MAY 5E COUNTE�;SUNK (.)UT NOT FREQUIRED) TO PROVIDE A FLU51-1 MOUNTING; SURFACE. I-ORIZONTAL. JAMDS DO NOT TRANSFER LOAD. 2x6F W/MOUNTING ANGLE STOP 3 r A RAGE )CORD NOTE: REFER TO GARAGE DOUR PRODUCT APPROVAL 5HEET5 FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. _ TYPICAL GARAGE DOOR BUCK SCALE: N.T.S. S4 KNOGK-OUT ---- NOTCH LINTEL UJNFRE F2E(xUIF?=p BLOCK W/ (1) "�✓ FOR CONCRETE ISI AGEh EN7 ' I -11--�� LINTEL BEAM W/ (1)'15 CONT. IN OPENINC5 GREATER. T+;AN 6'-0" W1D;= (U.N.o. oN -'i FLAN) L-- it FILLED DELL W/ (1) '�5 VEF'�,Tl(_-AL� 5EE' FDN. PLAN FO12 LOCATION tl NOTES: ' Cl) FILL LINTEL AND ALL GELL5 ASO\/E LJN TEL. NOTE: FOR E;EAM DE1''TH >22", F'ROVIDE A 4" x 4" INBPEGTION PORT EACH VERTICAL IRE5AR DIRECTLY A5OVE THE LINTEL, VEIRIFY THAT ALL RENFOrRGEMENT HAS SEEN FLACED UPFI,0 F ERL i 3 SEE' FLOOR PLAN FOR ADDITIONAL INFOF�I`IATION. C4j OPENINr5 LESS THAN OR EQUAL TO IN WIDTH DO NOT IRFOUIFFE ADDITIONAL STEEL r' FINfzORCEh:IENT UNLESS NOTED ON FLOOR PLAN. r ICAI FILLED LINTEL l_...1 // Lr SC, -\ _LE 71 T5. WIDTH OF OPENING VARIESFORM CONCRETE INSET TO CREATE A SOLID BASE FOR BLOCK WALL ABOVE. 1/2"X9 1/2" PLYWOOD - SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION 2x6 MOUNTING BASE �.`-8xr3xl6 C.M.U. ,- GARAGE FLOOR r 1C)11�1TIN�� 565E DETAIL ZSEE, PLAN L N F f F 0oNc;`��11 i DIMENSIONS l��li (_z_/\F_AGiE ENTI,� +-INISkIE) r-tA3c:)Nt Y DETAIL 5C:ALE: 5C: n I _ r,_E: N.T.S. /0" U LJ\nn---- --A�-- -- T— -------- C \-1 l --Soup AREA` �J \� -SOLID AREAS ARE STEEL AND GROUT STEEL AND GROUT 11 INTERIOR -SAW CUT TO 10 I/2° — SAW CUT TO 10 1/2" _ FULL �xOx16 BLOCK WALL � u -DOOR OPENING--- jj-Lk\_DOOR OPENING.--C� = DOOR OPENIN16--GC EXrF7RIOR� ❑ Cl WALL \� j�-- U IST COARSE 2ND COARSE 3{RD COARSE MA50N TO LAY 5LOCK A5 5HOIUN A50VE. EVERY COARSE MUST E3E E30NDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE II" DOOR JAMS WALL IS TO E3E WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. LA"T"())UT SCALE: N.T.S. -TRUSS E3OTTOM CHORD OR 2x4 r LOCKING W/ 2-16d TOE NAILS a EACH END _I U U 2x TOP PLATE z `" 2-16d NAILS x 24° UG OR DOUFLE 2x TOP r,l 4 t� EQUAL TO TRU55 50701-1 _2.x CRIPPLES a Ip" O.C. GHORD OR E3LOCKINC7 2x 5 rIID 24" 2x 5LOCKING EACH ENE) W/ IOd C.C. MAX. -.... 4' O.C. FROM EACH HEADER PROVIDE F.A.F. Nall 5 OF, FACE TO BLOCKING 2x P.T. PLATE -- - EQUAL a 12" O.C. - (2) 2x HEADER SEE A/53 FOR \ STAGGERED NCR E PER PLAN I PLATE TO CONCRETE RE INF. INFO. �-, 2x BO"From PLATE W/ (1) 10d a a" V41`;IE5 - j O.G. TO EACH HEADER FACE TYPICAL 1NTEF,)10F`,' NON- E �-:INS WOOL �r ~ i'f � IBJ ALL = \ 2 x .-� (����a� I NJ F FRA EE -- A r A_l SG�LC: N.T.5. ( {a :Ou SCALE: N.T.S. o _ \ FORM CREATES CONCRETE RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW -- FOR WATER SHED. 2x4 (NOM.) 2x GRIPPLES -J-- K KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.G. W/ (2) TO ALLOW SPACE FOR FLAT MA' TOOT 12d TOENAILS T/T3 (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) lod NAILS o TMCfAF< �N r r ar�_,r r -t z_.)� rA l l 51 0/C TYP. SCAI_E: N.T.^�. DOUD�LE 2x CRIPPLE STUD GARAGE DOOR _ ----TRACK MOUNTING BRACKE r TYPICAL (U.N.O.) f , - GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY TRAVEL DIRECTION OF GARAGE DOOR POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BASE BLOCK WALL. RECESSED TO BE 2" ABOVE FINISHED :PACE FOR GARAGE DOOR -- GARAGE FLOOR. AND WATER SHED FORWARD THIS DRAWING. FAF'TIAL ELEVATION `SCALE: N.1'.5. HEADER SUPPORT - NO. OF JACK5 s STUDS N REQ. AT OPEININC;S �\---(2) 2x HEADER SEE PLAN OPENNC 21' x 4' WALL 2' x 6" WALL JACK5 5TR4F' - (U.N.O. 51ZE STUUS JACK5 51UD5 EA END -A ENE) EA END EA END ON PLAN) 1' - 4' (1) (v (u (2) -- (1) USF L5rA30 4' - 9' (2) (3) (2) (2) - (1) USP L5TA30 9' -16' (3) (3) (2) (3) (2) U5P LST -630 CONNECTION: 5EE PLAN SEE FLOOR PLAN NOTES FOR REOUIRED _- CONNECTION \\ 2-ROW5 12d NAILS STAGGERED � 12" OIC EACH FACE OR 3-ROW5 126 NAILS STAGGERED -I' 12" O/C FOR 2"x10" OR GREATER HEADER SEE N/54 /,tire P.T. FUT. PLATE HOLD DOWN CONNECTIONS NOT REQUIRED ,� 5EARNG WALLS WITHOUT UPLIFT WALL HEADER DETPVL Q SCALE: N.T.5. J USI= -U5P SPT4 SPT24-I 2X STUDS a 24" O -C- P. -r. ATE USP OPT TRANSOM G FRAMIN SHE SECTION AA/51 AND \\ \ EDB/OI FOR AUDITI )NAL X- I E-TAIi_S it;ECESS LINTEL — --- ° (U LAYER: UINDERLAYMENT FOR ROOF DITCH >4:12 4 (2) LAYERS UNDERLAYMENT F -or; F1,oOF PITCH <4:12. - 12 ('R}E ENCtI�(EERE;D WOOD TRIUSSE5'0 24' O/C (FrR 5EE- ELEV. r -UPLIFT CONNECTOR (SEE SCHEDULE) DOUEJI_E 2"x4" (a,F.F. TOP PLATT= - -1/8" OTUCCO FINISH 'r~'EF'. A5TM C. ' `j26 APPLY ; LAYERS W/ TOTAL '"` _ THICKiNc"SS '1/3" OV -_R METAL LATH. FI:5'r 2 L4l'EFR5 3/8" TI TIG K EACH, 3 ,D L AI'ER 1/25" THICK. - ---- -- -- -CRICKET K USP 5PT24 EA. 5-rIJD REQUIRE 1/2" EXTERIOR GF=ADE"-. SHEATH NIG FA51 ENE! � TO TRus5E5 WITH COMMON i"1AILS 0 4" O/C; O/C EDCSC J s' Zj" O/G FIELD 2x4 PT 5TUD5 16° (2) 2X4 PT 5TUDS I.NDEF". HIP \ U51" HT.A20 'a EA. STUD \ - MAIN SPAN 1'f015TlJRE aARR1 r? -- __� d• ROOF TIRU55 \ UPLIFT CONNECTOR 0"X8"X16" K.O. E')LOCK W/ I r - \��E JC.nLDL.IL _- _ E) CONT. AND FILLED W/ Ci ROUT (Jc I 15 VERT. IN CONC. FILLEDDELL-- -- W/ 5TD. 90° 1•IOOK IN K.O. E�I_0C< ALT, KNECI,U��1_.i_ ��t�c,�i� lYIA�r>>�'P'r IITAI I r)T A I I r—TOP SPLICE 2 ROWS IOd @ 3" O.C. (14 NAILS I.OTAI_) NOTE: `'V PLATE' LENGTHS MIDST BE BOT TOM SPLICE_. AT LEAST 3'-0° LONG. 'TYPICAL OVER S IUD l rz I wLICL- ss..asc,r�>err---rwc$ -':mc-sccaxc: Sc:ALE: N.T,5. F= 2240 LBS USP SPT4 c"PT2_1J 4- - —_� — ? v\ NAILED NTO \� \ TRA150M TRANSOM F1R.AMINCz \�\ FRAMINC. SEE SECTION AA/51\-� AND 5EE3/51 FOR ADDI T ION.4L DE l".AILD USP 5PT24- NAIL ED INTO TRAN50M FRAMING I _ z U5P - �)PT22 t15P SPT4 FINTEL - LINTEL a USP 5P T22 Sr 'T4 USr� 5F'T4 aGAL E: N.T.5. UAN ENGINEERING, LLC P.O. BOX 3,100 Apollo Beach, Florida 33572 P. 813.645.0166 f. 813.645.9698 www.danscoengineering.corn i8 UPLIFT= 3x4311(5YR 2) 2 -L O.G. N F— �\---(2) 2x HEADER SEE PLAN 4 > M -NTERIOR HEADER pQJi,n L LL1 (1)2x SILL PLATE W/ (2) ADFR � > U-1 <�- 12d TOENAILS. ONLY z EXTERIOR HEADERS u w_u (1) 2x SILL PLATE W/ (2) ��U �Lu 126 TOENAILS. OPENINCz 1-0 L LARGER THAN 4 Ft (2) 2.x J PLANS AND SPECIFICATIONS COMPLY WITH SILL PLATE lIJ/ MP3 "DIA. X 12" EPDXIED ATR CLIPS EACH 51DE MIN, 0" EME5EDMENT 2007 FLORIDA RESIDENVIAL !BUILDING CODE —2x STUDS TYP. AX 5/5" IJJ/ 5/0" W.A. W/ USF' HTT16 TYP. U.N.O. SEE N/54 /,tire P.T. FUT. PLATE HOLD DOWN CONNECTIONS NOT REQUIRED ,� 5EARNG WALLS WITHOUT UPLIFT WALL HEADER DETPVL Q SCALE: N.T.5. J USI= -U5P SPT4 SPT24-I 2X STUDS a 24" O -C- P. -r. ATE USP OPT TRANSOM G FRAMIN SHE SECTION AA/51 AND \\ \ EDB/OI FOR AUDITI )NAL X- I E-TAIi_S it;ECESS LINTEL — --- ° (U LAYER: UINDERLAYMENT FOR ROOF DITCH >4:12 4 (2) LAYERS UNDERLAYMENT F -or; F1,oOF PITCH <4:12. - 12 ('R}E ENCtI�(EERE;D WOOD TRIUSSE5'0 24' O/C (FrR 5EE- ELEV. r -UPLIFT CONNECTOR (SEE SCHEDULE) DOUEJI_E 2"x4" (a,F.F. TOP PLATT= - -1/8" OTUCCO FINISH 'r~'EF'. A5TM C. ' `j26 APPLY ; LAYERS W/ TOTAL '"` _ THICKiNc"SS '1/3" OV -_R METAL LATH. FI:5'r 2 L4l'EFR5 3/8" TI TIG K EACH, 3 ,D L AI'ER 1/25" THICK. - ---- -- -- -CRICKET K USP 5PT24 EA. 5-rIJD REQUIRE 1/2" EXTERIOR GF=ADE"-. SHEATH NIG FA51 ENE! � TO TRus5E5 WITH COMMON i"1AILS 0 4" O/C; O/C EDCSC J s' Zj" O/G FIELD 2x4 PT 5TUD5 16° (2) 2X4 PT 5TUDS I.NDEF". HIP \ U51" HT.A20 'a EA. STUD \ - MAIN SPAN 1'f015TlJRE aARR1 r? -- __� d• ROOF TIRU55 \ UPLIFT CONNECTOR 0"X8"X16" K.O. E')LOCK W/ I r - \��E JC.nLDL.IL _- _ E) CONT. AND FILLED W/ Ci ROUT (Jc I 15 VERT. IN CONC. FILLEDDELL-- -- W/ 5TD. 90° 1•IOOK IN K.O. E�I_0C< ALT, KNECI,U��1_.i_ ��t�c,�i� lYIA�r>>�'P'r IITAI I r)T A I I r—TOP SPLICE 2 ROWS IOd @ 3" O.C. (14 NAILS I.OTAI_) NOTE: `'V PLATE' LENGTHS MIDST BE BOT TOM SPLICE_. AT LEAST 3'-0° LONG. 'TYPICAL OVER S IUD l rz I wLICL- ss..asc,r�>err---rwc$ -':mc-sccaxc: Sc:ALE: N.T,5. F= 2240 LBS USP SPT4 c"PT2_1J 4- - —_� — ? v\ NAILED NTO \� \ TRA150M TRANSOM F1R.AMINCz \�\ FRAMINC. SEE SECTION AA/51\-� AND 5EE3/51 FOR ADDI T ION.4L DE l".AILD USP 5PT24- NAIL ED INTO TRAN50M FRAMING I _ z U5P - �)PT22 t15P SPT4 FINTEL - LINTEL a USP 5P T22 Sr 'T4 USr� 5F'T4 aGAL E: N.T.5. UAN ENGINEERING, LLC P.O. BOX 3,100 Apollo Beach, Florida 33572 P. 813.645.0166 f. 813.645.9698 www.danscoengineering.corn i8 UPLIFT= 3x4311(5YR 2) 2 -L O.G. N F— (qua 0 H M.. .T > M pQJi,n L LL1 a Lucid, F3UILT-UP COLUMN � > U-1 <�- 0_ r z fO THE BEST OF THE ENGINEER'S u w_u ��U �Lu Ln 1-0 L \�. Pr 1 , _ REVISION: I I DATE DESCRIPTION 02-03-09 1.00 trio/ I BC UPDAI ILS e REViSLD c;-- DFrAILS C/53, CC/S3 & K/53 FOk WAIT OFF 111 2' PROM 5111, tl --10d NAILS 'a \ --(2) 16d TOE NAIL I rA(irrEREF� _z EA. �LOC'KING 10-20-09 rel REVISED DETAIL r,/S3 08,31.10 I.U2 GMUSTFEL 10.19.10 1.03 UPDAIE DETAIL K/S,t `2X`L3 WALL. ABOV • - -- ENTRY 04.13.11 I.PL RFVISED NON -DROP CAUIF DETAIL 1— \K.o. BLOCK W/(I) J 50` 1`15 ,v 24" QC. 5 CONT, -1 MAX FILLED VERSION NO. 1.04 /04.13.11 - - 5/b"X10" J BoL rCA 25948 - 2J r —_ ---2X � 1 UPLIFT= 3x4311(5YR 2) 2 -L O.G. F— -- ---- -`- -T- ^-- M.. .T IJI P.E. ft34245 LL1 z F3UILT-UP COLUMN �J 0_ fO THE BEST OF THE ENGINEER'S P.E. 1 60122 -10d NAILS �Lu Lu 1-0 'I J PLANS AND SPECIFICATIONS COMPLY WITH 0 "DIA. X 12" EPDXIED ATR U MIN, 0" EME5EDMENT 2007 FLORIDA RESIDENVIAL !BUILDING CODE C- AX 5/5" IJJ/ 5/0" W.A. W/ 1/2" MIN. EMBED= 20501 F -- \ V) R301 FOR U 120 MPH, 3 SEC. cuss EXPOSURE USUkE "C' ENCLOSED \�. Pr 1 , _ REVISION: I I DATE DESCRIPTION 02-03-09 1.00 trio/ I BC UPDAI ILS e REViSLD c;-- DFrAILS C/53, CC/S3 & K/53 FOk WAIT OFF 111 2' PROM 5111, tl --10d NAILS 'a \ --(2) 16d TOE NAIL I rA(irrEREF� _z EA. �LOC'KING 10-20-09 rel REVISED DETAIL r,/S3 08,31.10 I.U2 GMUSTFEL 10.19.10 1.03 UPDAIE DETAIL K/S,t `2X`L3 WALL. ABOV • - -- ENTRY 04.13.11 I.PL RFVISED NON -DROP CAUIF DETAIL 1— \K.o. BLOCK W/(I) J 50` 1`15 ,v 24" QC. 5 CONT, -1 MAX FILLED VERSION NO. 1.04 /04.13.11 - - 5/b"X10" J BoL rCA 25948 - 2J r —_ ---2X � 1 UPLIFT= 3x4311(5YR 2) 2 -L O.G. t� -- ---- -`- -T- ^-- M.. .T 314 (SPF) P.E. ft34245 N --� - WALL �J THIJY H. HIJYNH, H. HU fO THE BEST OF THE ENGINEER'S P.E. 1 60122 KNOWLEDGE AND BELIEF, ME STRUC WRAL 1-0 'I J PLANS AND SPECIFICATIONS COMPLY WITH IRWIN J. BENSON, 24" O.C. i'IAx. f'-✓ 2007 FLORIDA RESIDENVIAL !BUILDING CODE 11 ti IIPd. (2) i�EF� f30TT01 i PL rl'I-E) L0 IINCL UDING 2009 SUL EM[rr , S[CfION 5PT4 \ R301 FOR U 120 MPH, 3 SEC. cuss EXPOSURE USUkE "C' ENCLOSED -^-Y•�M��T'-�-M1M `l (INFERNAL PRESSURE CO[FFICIENF=30.181 WIND ZONE �'`IJrU NAILS 4" OTArrEPE-p 1 --- lod NAILS ��" or', 1)r,4LE: NTT THIS DRAWING AND DESIONIS VALID FOR 12 MONTHS ate,% 4 AFTER THE DATE IT 15 SIGNED AND SEALED. A.- SIGNED AND SEALED FOR THE STRUCTURAL PORTION �'�—y�N-�`-I•f�}134-- M��M-�` - mac_ -AW����,--�_•--�,--`_-M1-6- OF' THIS DRAWING ONLY. 20I1 LENNAK CORP. -THIS PLAN MAY NOT BE �. JF'T4 R-cPRODIJCED IN ANY MANNER WITHOUT WRIrTEH COrT,ENT FROM LENNAR CORPORATION. / + p FOOF 1 BUSS APOVE I T -THESE DRAWINGS AND DESIGFIS ARE THE JOINr 2oPE PRO RrYOF DAPISCO ENGINEERING, LLC AND THE - --2� VIS PLATE CLILHT ON THIS PROJECT. ANY REPRODUCTION OR UNAUMOR!ZED USE IS PROHIBITED. \�. Pr 1 , _ REVISION: I I DATE DESCRIPTION 02-03-09 1.00 trio/ I BC UPDAI ILS e REViSLD c;-- DFrAILS C/53, CC/S3 & K/53 FOk WAIT OFF 111 2' PROM 5111, tl --10d NAILS 'a \ --(2) 16d TOE NAIL I rA(irrEREF� _z EA. �LOC'KING 10-20-09 rel REVISED DETAIL r,/S3 08,31.10 I.U2 GMUSTFEL 10.19.10 1.03 UPDAIE DETAIL K/S,t `2X`L3 WALL. ABOV • - -- ENTRY 04.13.11 I.PL RFVISED NON -DROP CAUIF DETAIL 1— \K.o. BLOCK W/(I) J 50` 1`15 ,v 24" QC. 5 CONT, -1 MAX FILLED VERSION NO. 1.04 /04.13.11 - - 5/b"X10" J BoL rCA 25948 - 2J r —_ ---2X � 1 P.T. PLATE 2 -L O.G. SAMUEL A. CUREENBEr�G, -- ---- -`- -T- ^-- `',MA50NRY P.E. ft34245 2X2 P.T. Bo'I'TOt1 HLATE �= - WALL �J THIJY H. HIJYNH, H. HU ( ) P.E. 1 60122 E:i IRWIN J. BENSON, 24" O.C. i'IAx. P.E. #497J8 11 ti IIPd. (2) i�EF� f30TT01 i PL rl'I-E) 5PT4 \ e�a6lpail1.4 It .ur. �'`IJrU NAILS 4" OTArrEPE-p 1 --- lod NAILS ��" or', " IN SEAL' 6TACi!;EKED > �-`� y 0 • ` u - `� 11 TRANSOM FF: f l-- AI 11N<_rT m 5EYOND. � 4 s ti- .' F'1 YUJ<�UD FA51'ENEP TO TR USSEO WITI-I c^;d c.CMMOiNI WIRE NAILS Gil 49 -- — y � °'dyl., i\Vi�� y� O/C OUNDARIi:"� 6" O'C Er)r,EE) F ^ 0/r,MELD L.. - ( _ _ SHEEN TITLE: SPT4 2X5 P: T. 50TFOM PLATE 5/0°x10" "J" FoLT5 lo 24' ate. 1iAX, (MIN. (2) PER 50TTOM PLATE) fes. I SECTIONS, DETAILS, & NOTES - --PL rIJ,'ooD 1'1A�)ONfRY 51-IEATHING - uJ.ALL. r"I.auJ •, 5/0"X10" J -BOLTS 24" o(: SIS INFORMATION: - i-1AX. l -11N. (2) FD -f,- BOTTOM JOB NO.: 290128 PLATE) DATE ISSUED: 02.03.09 AlLIHE h/8" DIA. ATF', EPDXIED DRAWN BY: DZ I 1-111,41. INTO DON[) TEAM 24 U(_: REVIEWED BY: TH QAC !IN�x C>ET�II AGV!NT?��'`� 5cTALE: iN. S. c .1 SEE STRUCTURAL NOTES AND NAILING -'TOENAIL W/ (2) I&d NAILS 2x4 '7 ' 83LC7r..:F'li�1r�•' -- SCHEDULE FOR 5HEATHING DETAIL \ 2"x4" CUTLTi SEE STRUCTURAL NOTES AC .NAII lU/ l2J I&d NAILS F ^ BAC'KNAIL UJ/ (2) I&d NAILS 7 SEE STRUCTURAL NOTES 2x-4 EL OC:<INC; - OP CORD a 24" O� . ANC? NAIL INCx SCHEDULE F R U5P RTI& OR EQUATE a AND NAIL INC, SCHEDULE --- 2 � � I � _-� SHEATHING DETAIL - x4 OUTL OOKER 24 4r' <7 r;. ,LOCKING FORT -- n EA. OUTI_COKER 2"x4° FOR 5HEATHIN6 DETAIL r IRST FOUR— --'` _ - - _-- =-- - OUTLOCKER ELEVATIONS) R _ �� O.G. (OPTIONAL - SEE � � ', ,_ _ L' r)R�,AC:,=---_-__. _ 1 �-I.EFErR TO D�GTION i, F ..� ELE /ACIUNS)-5ACKNAIL W/ �-?.x4 UU'TIOOKF'I r I J/ IA ON SHEET 55.1 _ _ !�T-r�1C:l-!i* _? -1 _ c I IES ^ OW5 OF �4" t:I._ a 24" U.G. _ BUSSES a , _ I -�� -��- ,� �- " :: 11 °� - SEE 5TF UCfURAI •, (2J I&d NAILS a 24" OlG � ��� POP, X -BRACING, -2X4 CONI L. DRACE TOP CORD BLOCKING. U.,P R'Ro OR EQUAL a NOTE" C T �j� I ll%.C. I '1'FI L." U5P RTIo UIQ. TOP CORD 45°i- _� AN NA — - --- _ ! TOP CORD I . � D 11 EA. OUTLUOKER SCHEDULE 1 -OR -- �x . O.C:. r'r I IC_ ,i I A11U TOP CHORD -DCa_5 OF 2x4 CR055 BRACE � EQUAL a EA. BLUGKING< FOR \ \ Izz ,� FASTENr_U W/ (2) IOd FOR FIRST FOUR ROWS ?4" r-tAx. r �� � --- � ,C --�-' DLOGI<.ING roR ;-`:::-f BLOCKING, 5I IEATHING APPROX.3" FROM '�. I OUTLOOKER FIRST FOUR ROWS OF `\� �,°� 24i1 OIG. GMID OF TRU55E5 a EDGES SHEATHING DETAIL t,ISr� RTI& UR FIF ST FOI.1F? QUIUS c INFORMATION TYPICAL RIDGE FA5TENED AT ! TRUSSES a EDGES \, HEIGHT -< r A. r T c•^ _^ ,7'h I.l1E E:� OF 5HEATHINC, TYPICAL DOUBLE TOT' PL/ITE G �U�\l_ a _ L BRAG- rU �lCT`'I [) Jr TI,U.�,>L� EACH JOINT W/ (2) IOd ! '/ ,. -�, o r = r OF 5Nr!-�TNINCx T P. 2X4 KICKER' I 2x3 S t'P 2 °L" BRACE TU 2x4 CROSS F C'F 2"x4" C:F?Oa5 DRAGE- -- OUTLOOKER 4" r L�U�,� J� I�m l i .I�� G r�11�_. r' - • AT LAST J D/o O: WFD \ �r.A �E APPROX. Ax. DCT_.5 OF I) l 4 (2JIOd TOE' NAILS a - \: a� c a o � / l 1LoHEATI1 1 WOOD TRU55E5 11SN LENGTH (DEE TABLE) n cc .-�, a 3 -0" OIC. EXTEND a LEAST .JO/o I � U5P - ?>" FROM RIDGE FASTENED .•aT Ar f�B'JX. 8' FROM / i ` 'INC^ TYP. c' -. � � x �. �� � - _ '' -% EA_ END 2x4 CRO5a BRAC \ ^ = ( �,1_ i 1.T.. A �.� ,/_ E OF WEB LcNGrN 4 RIDGE FASTENED AT "/I.� xl-3/4 IW:�C)C,E • :� 1 1 \ 5Pr4 a EA. EAGN JOINT W/ (2) IOd 4 (2) i L BRACE TO EXPEND.."���-��; 2x& P.T. - CTAF�LE TRU55 APUAR PROX. �" FROM \ %� NOTCH a B \NSCO EACH JOINT IU/ (2) ! r>LT5 ! (4) DD5 ' ENGINEERING LLC RU55 VERT. WED I I --- j \ OTTOM STUD IOd TOE NAIL S a EA. END I AT LEAST �Oi� OF UJEB 2_x4 i c'LOC'1 Ili I N - -- 5 i 2x4 f?AT RUN l , PAGED a 43" O/C MAX.I SILL l/� r RIDGE FASTENED AT ! CHORD (DEE l'AF5LE) 106 4 (2) lOd TUE I � I �i 1!4" x 1 I/7_" 5CREW5 EIvCTH (SEE TABLE) 2x4 5LOC•}-.•,IN,C, BRACING, AT 24" P.O. BOX 3400 \ I I - sr % O . 01 l TOP OF Apollo Beach, Florida 33572 1 DX F'L`fll,OOp OR � ' � � 2X& FRAMEI> UJALL -DEE NAILS a EA. END � � � I I/i&" OSD SHEATHING EACH JOINT W/ (_) . U5P RT3A WI1 N 8-Sd '� r - x4 PANEL BLOCKING a 48" O.G. FOR THE FIRST �\ ! 10d (2)10d TOE - - -- 4 WALL 5EGTION FOR SPACIN(x _,ABLE TRUSS �a 42," O.C. x p. 813.645.0166 ,F ATTACKED W/ IOd c \-:� FROM I LED -ER TP \y/ 7x!$ � _ � 'LOCKING; - Ili" G�>X � � �, � � I - �- _ I p DOTr. CHORD f. 813.645.9698 -0 Gr END WALL FROM EA. END TYP. BOTTOM NAII_J EA. END -- - - - -Y I f ANEL r�LO_-KIN_T -- ! - r L WOOD OI . L F)17,-\C�,r,_ lid 11 � I \ ! NAII-5 a o O.C. EDGE5 i BLOCKING 1/2' GDX PLYUJUOD OR '1/I& - i - c r �. I I FOP, 4 rR.,55 www.danscoenyineering.corn 'ORD ATTACHED UJ/ (2) 1&-d TOENAILS \ n 1 � a 43" O/C FOR THE i l/l0 055 5H ATHII IG � 4TTrA(:Gl_IcC_7 UJ/ \ I ND 12" O.C. FIEI D C;rYPUU'1 WALL BCARr7 �_ c o 6 I _ SPANS ATTAG'HE ! �` CxAIE3L E TRU35 Oee, 5HEATHING ATTACHE=D FIRST (4) ROW5 OF � � -_ ATTACHED W/ IOd NAILS lO 1 NAIL � � 4'' \ � __I _ _ D UJ/ IOd N IL5 �n' O.C. EDGE O:C. EDGES AND 12 n r t - -�G -- lU/ ?. - I&d AT EA. IOdX3" a 3" O/C 2"x4" PANEL BLocKIriG a 48° U.G. FOR THE FIRS r _ A ° ' S TRU55E5 FROM EA. . 1 a , " _ .C.. T''r"PI TCS ' ='' c� i. \-1/2 1' GDX PL t'IUOOp OR JOINIT - 1 (4) ROIW5 OF TRU55E5 FROM EA. END 'T'I'P. , " c -- - AND 12" O.C. FIELD END TYCO. TOP 4 \� I O,G. FIELD - -_ _ � -_ - yq •.• � .; � 'rT,ROUGH CHORD ! _ �/lo OJB SHEfiTNLdC, �— INTO 2'x&' P.T. PLATE rOTTOM CORD AT"TACHES W/ (2) I& -d TO NAILS - Ij u 1 -(2J 1!od NAILS BOTTOM DT'rf ATTACHED �� ! (2) lod NAILS <�A�l_E T115:3 IUEJ ---- �- o l „` r----- r ATTACHED UJ/ IOd x4 "T" ON TOP OF PANEL BLOGKINrT,- ". —. ,� �� x4 LEDGER (MATCH BOTTOM CHORD---- c 7-x4 PANEL L'I OC!�ING a ! A5TEN WITH IOdx3" a 4" O/C WEEP 5CREEE-D 'I F - cc NAILS a & O.G. EDGES 18 2x4 BLOCKING Wl (2J to TOI_NAILS 2x4 T ON TOP OF PANEL JII �CI�r )j'�!1�ING C�kT�lIL , J - 2x4 51.OGKING a 24" (DLL', S_OPE Cr ADJACENT SG15�OR T�,USa) % U.G. FOR THE FIRST (4) F:OWS BLCCiKING, FASTEN WITH "'- "`""� "-" --�' -`-` �� r, a o �F - O/C UJ/ 2 - IFd Q `O INSTALLED PER i�lANllF. - AND 17. UC. FIELD 1 - � � j� - \" 1 a ^�C'x�LE; N.T.S� - lU OI , 1/� I11Gr1 5\�I lCF1H �� I r M 513" OR I/2" CEILING DENSE GYPSUM WALL BOARD FA3IEKED- 2"x&" P.T. SILL-� -� OF TRU55E5 FROM EA. END 2x4 r JN TOP OF PANEL - Odx3 4 Olt _ �� n a y > r,, c I101DTURE BARRI-F' NOTCH ''L " F)RAGE HERE r c � GEIL IT\1G E310 , . � TOEI�A LS � rr END D � r F)/8 OR 1/2 HIG-1 ,STRENGTH CEIL INC 50APD _ .... .•:,�,-r.�A .x:.�_.�,:,". .�: �F D f'e •. c_,ODE '-' o ITN 8d COOLER NAILS OR I I/4" LONG DRYWALL �GREWS _ - e Tl'P. TOP 4 BOTTOM ATTACHE[) P,1 OCKINC,, FA5TEN WITH ��� DI I•?46M W/ 13/8" f' �R n I _ c r R - --.__ - Q 5/8 x l0' oCl_T a 43' O.G.__ f 11 1 .0 _� N,�11_� )I. \_ rL n (JEEP SCREED Wl (2) 16 d TOENAILS PER CODE FASTENED WITH 8d COOLER NAILS -{JSP HGA10 a 3&" MA5oNRY WALL �t Cu ;+ .OMF'LYING WITH ASTM 01002 FOR FIRST 8'-0" FROM END WALL -- I� 1 � _ 6'-0" IOdx3 � 4" O/�' 13wOGK1NC, a - t^5P HT/\20 Of. EQ. aO.G. T1 PIG'AL.- " / "DIRIti'WAILL 5CiREW5 '1" O/C w TY 4" O/C TYPICAL ^ r•^INS PALLED PER MANUF. OR 1 1/4 LONG DRi WALL. 5GREWca' GOMPLYINe O.C. ' U5P HTA2 0 a EA. TRUSS ^ c c r - : " r' r;r r' ;'' c _ > Lu n 5/8"x 10" "J" BOLT a 32" O.G MI ° ALTERNATE USC L.,TAla 5TPAIGHT 5TRAi a 4'-, _ c_ 5/8 OR 1/2 HIGH STRENC,rI-1- 2x4 LEDCiFR (MATCH SOTTOM WITH ASTM C1002 FOP c � 45 Ol.: � y �fLli, s u O/C LUALL� - W \�_ ,r -I C I� ^ > �C � < � 01 r>� FIRST d 0 FROM END DBL. TOP Ai, r11TF rl,I ,.AL r INIoH 1 NIMUM FROM VERT. LUES (14 O/C MAX.)MAhfUlalUF:r BARRIER CEILING BOARD PER CODE " -STUD WAI I --- r=��i-C�A5I E Ii:USS � h- � PLATE SPLICED W/ 3/1/o"x2" PLATE WAST lER O/C ALIC;NED WITH GA5LE WE5. ATTACH TO TRU55 CHORD SLOPE OF ADJACENT WALL a 4 O/C TYPICAL PLATE ^�� - - � � r ;, -., �./ i FA�I'Ei 1EDWITN 8d COOLER NAILS TRU55) (SEE T'iP. SEC.) r----- - z W/7-IOdxl 1/2" AND TO MA50NRl" W/ (3) 3/lo"x 2 1/4" SE • F -- - - ' TRUSS ',--'.TI�.,aL - NOTE: IF EMPEDDED TAFICONS. _ r--- -_- --. OR 1 1/4" LONG DRYWALL 5GREW5 USP 5PT24 .D EACH STUD- � �Lu 1 r C- j - v (2J 2"xs3" °L' �sr AGE-� T. UAL I, C �I�•l�!. ' i�(�N-I�C��� -Lu STRAP MISSED VERTICAL ) -% I I GOMPLYINCa WITH A5•TM C1002 FOR c' - \ + c c _ 2 FIRST V -0" FROM END WALL a 4" ��� �_.,�'T I C_-.�J\� _:� 1 `1 r <� I C � � FASTENED rIUITH (3) ' �- ��I `�� \ Ln _ / -� WE_B- USE 51Mr DON � > ' � I � ., y I # 1=O �x Ln ��CALE; N.T.S. MSrAI-13& ON OUT5IDE --_ r - OIC, TYPICAL 5CAI N.T.5. Tod FEF ,:TIDE ��_ SIC>I�1 _y5. _ 5Cr'AL_E: N.T.S. ) /% G� C`'( r� �-t/� I- - DEE TYP IJAI_I- 5EC TION FOP, .CAL E 3/4 l'-0" U �' I�'�r.� ADDITIONAL 1NFor�i'1ATIor�. `_' m -� E) - - IE A> f,='Er=' NIU- �1 rw:,�1L"': �l. Tv >':� (1'�' .� v � ser+v+•a;�-�_rtc¢rrr.�mais..wcr.ac:c- v�+su»s�»..•...ssw,ox,..xuw:aw-vs�.ccru.P..-Hwa:.arrea--s:.�cnwar.+x•..awc.-._;,.•m.awsrsrn.•.:•-ma.suaex-_.x.m .sawursj,:.-:caz n»a_-.•s.�--•-_ ..�,-i am,=a- 3d a&°U/G 2x 4 BLOCKING W/(2) IOd • "'-- WOOD TRUScEc ^ TOE NAILS a EACH END a _ �� 24" O/C (TYP) L _k' I 221 1 2X4 SriGK LUMBER 24" O.(,' MAX N LINE WITH JACKS "– (2) 16d COMMON NAILS } (See detail in eny pack for grade) '_ J� _ ' or 0.128" x 3" GUN NAILS l - CA R - e (2.) 2" x 4" LAMINATIONS W/ (I) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3J 2 x &° LATIINAT IOi15 W/ (?.) ROf!15 -_ — BRACING W/(3) IOd x 3" r a EACH CONN. a 24' O/C/// /�/ �� /�\= ` , ,,`..•. �. OF STAGGERED IOd COMMON WIRE NAILS 01 vrAGC,�I�EC? 30d C01'1i'1UN WIRE NAILS OF �rAC,C-TL=i?ED 30d COMMON WIFE (D = 0.148° L = 3") U EQUAL = n " / I R) _ (D 0.201 , L I/2 J OR EQUAL NAIL 5 (D = 020-1 l_ = 4 1/2') OR USP ! GAMIO W/(4J-3/la"xl-3/4"- - NOTES: EQUAL WEDGE DOLT3 4 (4) 5D5 1/41' MOISTURE 6ARRIER 'EW, ADJACENT NAILS ARE DRI/_N FROM OPPOSITE 4) FOR 14 -PLY, I-POVIDE 1/4" DIA. xr 1/2 LAG 6CREW5 OR E01JAI x i V2" SC - f _=----�-i--�--f-- -.- -_,_- =L/JJ^ �/�/------- BOND - -- rOND BEAM `rte SIDED OF THE COLUMN (SPACE A5 SHOWN 3 -PLY) FOR I - ----- -- --- � -- DROPPED FLAT TOPS OF MASONRY WALL 2) ALL NAILS PENETRATE AT LE45T 3/4 OF THE 5) FOR 5 l -PLY, PROVIDE 1/4' DIA. x " LA6 5C'REIWS OR EQf TIPS FOR FRAMING UAL (GIRDER NOT MING THICKNE55 of THE LAST LAMINATION (SPACE AS SHOWN FOR 3 -FLY) - ARC.HITECTURAL FINISH ED) 4 MIN. DET. Jf CONfINUr)U`J F50TFOM 4- CHORD BIRAGINCz 2X x. L '�--t+--�' (n 0 -- V) F- - n Lu _ Z 0 Q v Z a - lu LLI Li<T 4 MIN. x. L '�--t+--�' (n 0 V) F- U n Lu Z 0 Q v Z a - I I) DEE TF(J.55 iAIIIJFAC:TUFcR'S T�U65 ENC INEERINC, TOi� 4 BOTTOM CNQf?U 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 0) REFER 'r0 ND5 SECTION 15.3 FOR ADDITIONAL INForRMATION -_— J� CUT SHEETS FOR ADDITIONAL I_ TFIUor,13 ENC- =�r-:AGING GABLE END BR�'�CING a ro THE uesr OF THE ENGINEER'S 'THAT f iY BE F:EQI_IIRED KNOWLEDGE AND BELIEF, THE SfRUCfURAL COMMON NAILS. (UNE INTO EAGN OIJT5IDE FACE 4 -0 U.C.MAX, FOR PLANS AND SPECIFICAIIGN; COMPLY WIFH OF B.U.G., SAME NUMBER OF ROWS, SAME SPACING) \ 2) "•r'' 5R/\CING MAY 5C' USED IN I -LACE OF PERMA\NIENT FIF5T (4) ROWS of TRU55E6 2007 FLORIDA RESIDENTIAL BUILDING CGDE - - �rT. ��1=1= CONN. '� NDN - LOAD I ��I� � N FIJ IN� I I] 1 � �� �iRBUILT-UPLtV�!:I�I� I� C� \ % IN�� Lor (UNEVEN rt I �T./ )_ \ - _ � F_',RAC.INC'7 If-RI,iVIDE-P IT EX TENri5 OVER AT LEA -5T a: THE �llh�, = - (INCLUDING '2009SUPPLEMENT),SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE T (_J - I' FDr-'_- �7 r "C" ENCLOSED INTERNAL PRESSURE �.� DETAIL '- IIr•'•.En I -IINIt it l I rr r�..l IAT I_EI T rt-'I_J'V' 5 B,I? ACw.INGi P AN ' � COEFFICIENT'=tU.18) WIND ZONE �� �± ., wraa,>-s..:..A::-.....,se.,,n.-.`z_:...:•.....>v.-s-- ... ..:..,.;,•,_ ......._. _--vt,: �)GALE' N.T.S. C�- / SEE T'i F'. WALT.. SECTION FCJ� 5C�'`-"SLE: N•T•`J• �"' � c� C� G ��. - THISDRAL^!IN>ANDDESIGN ISVALID FOR 12MONIHS �- ADDITIONAL INFORMATION. `� Aa FER E3r_•JI 1-03 SCALE: I'1•T C3, �'�---/ AFTER THE DATE ITIS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION i OF THIS DRAWING ONLY. h _f _rzxw'am:.as:�r.,vsvvx`ru.cfmr>sru>:nes:ea..:._.e:,:.-cw..t,zs:.vra.-ac°:,rw»aa xuucrtn-;rsarrwiv;:"::aara::rzu.:r:r.:crs -_ _ - _ _ 2011 LENNAR CORP, -THIS) PLAN MAY NV T UE ° EPRODUCED IN AHYMATMER WITHOUT WRITTEN "x`n r OUTLOOr�ER a 24"� RCOI•JSEfIT FROM LENNAR CORPORATION'. ! O.C. W/ (2) 10d PER JOINT _ ,ice . .!-Cir....1 �75'✓{`� rI71155 2011 -THESE DRAWINGS AND DESIGNS ARE THE JOIN ,:.r; PROPERTY OF DANSrc� ENGINEERING, LLC AND THE -'�� CLIENT ON IRIS PROJECT. ANY REPRODUCTION. OR TOP CHORD BLOCKING FOR lug r II > f-=� �-� — � / � UNAUTHORIZED USE IS PROfIIUII[D. MINIMUM 2x FOUR ROWS OF TRU55E5, U51NG I�1~.,,� ACING ..,'=� I'��... _�N .> &.3 MAX. -"�, `� -- CR055 5i -'ACING (2) 1&d TOE NAILS a EA. ENC? —1 - oVEF�I AP Tr�:USa RnGINC;- �''I _ _ REVISION: 5TUP NO (I) 2'x4" (U.N.O.) 2 PRE -ENG INEERED- `P r -- _ Y :I WOOD TRU55E5 ----- AT LEAST TWO TRU55 SPACES I- OVERLAP F / 4 DATE DESCRIPTION (SEF PLAN FOR x& (U.N.OJ �\ LOCATIONS) _ ar A TNG 1 " DRAG1= L BRA_. L BRACE i - 2X zRAC%INT '� 48" O.C. CONTINUOUS gg T' 1- 02-03-09 I1J0 2007 FB(. U1'UATFS F_ RFVISED 24 / 0 t gnu , �/T�u i //!!1� p _.`-�A_-�---�'—A.__- _-- TO T `IX' -D LOCATION ATTACHE-[--) W/ DCfnILS C/59 CT /SJ F, K/53 FOR WALL �00 '� -'� ' > -0 O K/ ✓J -1C/ 4 GREATER 'L4---_---_ OFF SFT(FROM SI Lf' L_ 2-10d v EA. TR S5 (NOTE: BRACING (2) 1&d PER a o" O/C 2x4 c, �C laJ0�� C A5,L E - ( 1) 2 "XO" '12 �.F�.F. '� E4l �l> %TIS; shy ANt — - --- - I --__y T -_ _ MAY 5F PLACED ON EITHER TO" 1.01 R v `I , .-. ! r R P 0 20 09 E Ixu ULfAII K7S3 ER - O�? rB4OT rOi'r of THE pOTTOM .UrRDJ I: JOINT TYPICAL 1 rR N (2) 7_.lX�" FULL NICx ITDIfi�l-IC`;A�MLJC_`� — _ -_ _ r 08.31.10 A'? G50 STECL J2 N1AX_ --- _ I - I0.19.10 LoauPunlenETnaK/sn I.anJwlSH) tlUPI-UROPG AULLuunu CONTINUOU5 50TTOM CORD BRACINCT 7_"x4" MIN. - NOTE: I MINIMUM 2x4 TRUSS BRACING --- I__ _ ___:_�� __ IJ 'ILII B!R/aCE T`1U a T EXTEND AT LEAST �O OF IU(=� LENS TN EXCEL r, DCI DaOR MINIMUM (2) I&d PER JOINT '" ,� l-. I �= f�N� 1 >= N��N = �� I �� I` �-_--�l • -- GAIr_)l_E UJHICN REOUIFES BRACE TO EXTEND FULL HEICzI-iT OF r4A5LE. � _ _ _ _ _=-� VERSION NO. 1.04 C° C �- t- i '- - - -TABLE -N[) 0E -:,r 1 2) 'L G AGE TO BE FASTENED TO GSA- L.E STUD WITH 10dx3' NAILS � 4" O/C. � � �' � �� �'T ��I -�i (` _ 104.13.11 SCALE: N.T.5. S' - .ALE: N.T.S........L-I�._> _ C ° DRJP FILIN z F' r � � ...,,� , I I � -- r�`-� "� � DETAIL T,� I l� �I-a'3�z _ _ . �- _o�ME�nc < G r F�Ar�IIN C: 2948 Gr [� SAMUEL A. GREENBERG, SCALE: N.T.S. V�',� �)C.-14J����-'���p�l�c� _-- ' W 1�y _'ROF � � P.E. 1134245 Jw%f�_: (_l _ IN_ r_ ar .(�fNC IT_/I_ THUY H. HUYNH, P"1EAN WAL L kFIGHT UP TO 30'-0" ++ SCALE: NT5 P.E. #60122 GABLE TRU55 -t SEE CJTiUG'TUr�AL NO'rE•S FOR WIND Dr kECa SPECIFICATION - ��� 55 ���.- Ka.ev_x.�.�� .� s.«,, IRWIN J. BENSON, aRAGE W/ IOd '� 4" O.G. P =s:ru 12 (DEE SCHEDULE FOR SIZE !` / L hm �, P.E. #49758 �- AND LOCATION) �.� MAx. �_ ��-' &.9 MAX. �__ _ END JACK 1:?OUE�Li-2 TOP PLATT:. 'L' BRACE W1 10d 1@ 4' O/C (SEE 6CHEDULE FOR 51ZE &.9MAX. -'�' �/ ( � e._'. _.• r' `--- . AND LOCATION) I Ma.C. .. r i G E 'oER � 55 / �� :EPS EAL: E TRU55 \ — _ --r--- I _ _ , 1 , 2XA n 1_EDC::ER GA5L`�Pu r� — _ - f ILI T _---USF'LbTA 10 VG GOf�'.NEI�•JACK l ' _ _ Z. `8HEET TITLE: _ _ � I ^_'`-�� d "y" n_ Y � + - - TRUSS BRACING DETAILS TL AND D N. -� ° i r_Ll I OTES ----� —� — I \ �q N FATS O ���� JOB .. 290128 1-__- LL I 711 DATE ISSUED: 02.03.09 _. DRAWN —ll- lr .I II II it 11 - li _1�=—...BY. U -DPL. TOP r=LATE z y - - CONT. 5EARINC: �orlT. �EAz!Nr u5F R�Aio (TTP.) -5Tup5 Ih' o.C. USF 5RT24 - - _ _ _ _ STUDS a lo" OC. REVIEWED BY: TH GA )LE ENE-) FjF;A _�°INGT DETAIL - �EACNSTup Ul !-Fl _rtfc_�I�(�� � ��Jr��,.)C) �� �`�r�i��� (���.��_� ' `�II j ='r�� Iii � r-.���Il _ _ - _ >_ GTA B I _ EE c i'�1 D E3F-='A C I NQ F.D E TA f I I I F -D T= .:',�1�.:,.1 I l�� C- _. � ._ r.0 ,� _ _ � SCALE: 3/4"=I' -O' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WINE) SPEED SPECIFICATION -- ^ SCALE: N.T.5. --- MEAN WAI T HEIGHT UP TO 30'-0" - 5EE STRUCTUF',AL NOTES FOR WIND 5FEED DF'EC,IFIGATION - � � �-T i'1EAN II,�LL. NEICs iT CP TO 30'-r�" -DEE STRIC:TCIF;A1: SCALE: N,T.S. f•1OTE3 FOR WIND 5PEED 5PECIFICATION 5 �..:,•.,,..,.,_,•...T.-..,•_-:..••:x.._:. - .-..,.rte:. ..n•.r....:>..•.;,- .._wm,. T. I l REFER TO SECTION I ON 2xa P.T. CJUCK-CONNECT TO ?>I-CGK ^ 5 11J/ 1/4' x 3 1/4" TAPGON ( 1 1/4" MIN. "--------_---_-- - SECTION / . ' -15RACINc-1, AND TOP EMo-EDMENr INTO E>LK.) 1/4" MAX l %` C.HORD 3LOCKINC, I X 4 FURRING -�--_ I 50l_!DLC . AT TOP B'T'U N. 2- -- ---- I` `- (7R TRU �i `' 1 Y 5C1550R Tf?U55 INFORMATION BLOCK N✓rADCR---- - 1/=r^ S S _) ) .� — l -- �.- ARCH 5LKG. 4 BUCK _ I/> URYUJ,�LL =:. _—✓�\-----r �- f ENGINEERING, LLC "Art 1SC0 REFFR 'r0 SECTION 1 �% 5c15aOR 1'?U55 _ = r _�-?=_--'`--- \ P.O. BOX 3400 ON ;,NEST 55.1 FGF; - -ad NAIL5 AT a" O.G. AT 311G1�� >.,�\ \ Apollo 2 x a 45' DIAGONAL P o Beach, Florida 33572 X �F;gGING, AND 'TOP - 2 x 4 Rear RUN Ph�AGiNG I _ (4) 1Cd N,aIL5 INTO \�-l--L_EA/E � CUT OUT IN U5.B- ON P. 813.645.0166 r N \�� ������ 1 \ GNORU CLOCKING RACE(5) 9-_ f. 813.645.9698 24" OC. ON TOP OF \ 2 x a 3RAGE/ OL K;:,, \�ti THE IN51DE TO ALLOW FOR INFORMATION %� �/' !---.... � � www.danscoerl inecrinc corn I 1� INSUL ,4 rinN TO 3E INSTALLED - E30r"COM CHORD FOR (4) EiUILT UP PLWD, E'.•IJCK--•,• ARCH' PANEL CUT HOLE IN O:S.E3. 1'0;5--- ` TRUSS 5r -'ANS ATTAC✓-IED 5CRI3E (NOTCH) �\ __ __� POL.Y-C: _ _ � � .._ UJ/ 2-I,od Q EACH TF U5S, ELL IN TNI AI .EA �, \ � --?. x a X15 L_)IAC;ONAL 5RAGE a bAGK51DE TO FIT ARC.;✓ -I AT EA. FACE of ARCH lU/ (3) JOINT (4) 10d NAIL 5 INTO 2 x a - CONNECT lU/ ad. NAILS _ �ZAC.E/ 61 rCT. \ IOd NAIL 5 AT EA. END N -: -- I/4''' TO 1/211 GAP 3ETl11EEN \ \ Ly !u _ f j TOF' PLATE 4 FRU55 %� c n o II I� r -Ll_ UJDIU, SGREUJ ANCHOR-,' - ? x 4 aOL.ID ^3!_KG. (FULL WIDTH OF WALL) ,"rlU�l. C53 O rr <_ \ �► W1 2-11od Q 24" x 4 3LUCiGIO. END NAILED INTO ARCH BLKG. f,Er� ARCH I FAGE') lU (4) IrU i NAILa THh?U O°>Ei INTO 2xa , Pi�'.OVIDE TAPCUN UJIr({IN _ 2 r r ~`~ _ - - H ---- INSTALLATION DETAILS 4" MIN. OF E3RAGE r� � J o _ E ------ _ - Jar C,Alo _ � F-F"O VIDE TAPGUN FER IUDUJ. INSTALL ATION DETAIL 5 Or•' THr,)1j_. ¢ r� u_ - -y--- `ala" O.G. .. __-- = ��. 1-1/? THK, OR 1-fORE� E>UGK WITI-IIN �" MIN. Cir" START OF ARCH I �� n u ' -� Z >Lu UJP NCxAIO �=i c - ¢d- __ \ rT or- F c- I- a EACH TFU55 -_ 211 \ x 4 3LOCKING (TURNED �y a N FLAT) NAILED TO TUP PLATE �;C I-; ) L� L - ^�`r I l�`" f� a .r, �J \ UJ()OD FRAME EXT. WALL �.� -...- � �� �• _ `— WOOD FRAME EXT. WALL_ — _ m.n ._ . lU/ 5-10d Lu 1/4" TO I/2° GAP 3ETWEEN NAILS<-AL_E: ri_T.;; 1 --. \ J J �>��.�; o LUn TOP PLATE Tr?U55 Bre USP 5PT24 EVERY USP 5P,r24 '0) EVERY ~a�y OTHER STUD OTHER, STUD \ - ---,� WOOD FRAME EXT. WALL 1/2" NOMINAL PL7 WOOD OR �t. _ 0.5.3. NAILED W/ ad NAILS "0 4° O.C. E30UNDARIES, 6" O.C.a USF 5r'T24 I/2" NOMINAL PLYWOOD OR _ - I EDGES, 4 12" O.C. FIELD � �'• 'T' EVERY OTHER STUD 0,5.3. NAILED UJ/ ad NAILS Q .- 4" 0-C'. BOUNDAF:l-5, 6" O.G.I 2xa STUDS AT Imo" O.C. i---- EDGE5, 4 12" O.C, FIELD - 2x;35TUD5 AT la" U.C. - f - �.'� - �` - 2x3 STUDS AT lo" O.G. �.... v :? x 3 ! J 1K - CONNECT TO Lu -- I/?" C'DX r�Ll'WOOD OR l/16"GSC) 61-OCK (WITH 1/4° x 3 1/4" 'rAPGON (I I/�f" fflN. + r'hEDr iEih ----- - '> USP SPT22 E ' IING UJ/10d NAILS G O.G. C; CION � Z t -R7' U5P 5PT22 5�lEAT, a 1/4 NAX E>L K.) � o OTHER51-1 EDGE5 12" ^" !I(ro i� �� (� F= JD \� O/C FIELD. \ U l EVERY OTHER STUD �" _ - I _o�'K I�IEADER 5OL1D G.l_KG. Ar TU;' 3T11JN. ,�\r;GH --- Q w rr K.O. 3LCCK W/ (1) 15 �,�---- ---- U5P SPT22 I --- --- WEEP 5CREED `' -- I 1 ;� FU1<F'IA1C ---� I LK(3. 4ry EVE��.T" OTHER STUD 4 \ CONT. FILLED --WEEP 5CFEED INSTALLED 1_ _ ad NAfLS s° oC. AT ;SUCK o Q 0 INSTALLED PER r'IANUF, 1 PER MANUF. __--___----- WEEP SCREED IN5'rALLED `�'� --�� 7. x a �/Er:r. LU/ (2) 10d ---- -- � - --_- - _� U �r n r INAIL5 AT EA, END ` f Z CL -- _ r-� PER M�-,NUF. PROVIDE 2 x a DIAD, 3P•AGE - _ K.O. c)LOCK lU/ (U --�_._ 24 O.C. = a CONT. x FILL T, 3�-._'-5 WHEN nGr. \ _ �_ PROVIDE (2) MIN. 3TWN. VER nrr er ED C-- K.O. EDL CGK W/ (1) �_ j\_ _ . _ TAPGCN AT 'EA. �--- OF E)RACE EXCEED5 24° (STAGGER ED) U1/ ?° DIA. x 3/10' 15 CONT. 4 FILLED j'r r \ 51DE SUCK - (1) Vi �- 5/a" X 10" "J" E30 -IT 24° LEAVE A CUTOUT IN O.S.3. ON, \ _- PLATE WASHER (TYPICAL) _ WITHIN 4" MIN. OF O.C. (5TAC:CzERED) W/ 2" r 2 x a /ERT, 3RACE(5) -�\n k THE IIN5IDE TO ALLOW FOR .I,, 5TAr.T OF AFCH -- DIA. x 3/I SLATE - IN5ULATION TO PE IN,02 AL.L_ED �- \`\ �� _ WASH=ER (T-T'PICAL) \ OwIILT OF PLWD. =DUCK 5/a" x I ' ' 5CRIr3E (NOTCH) _ 7/10' 05 3 A G \' 0 J' DOLT � H r AN_L BAC:r;S!DE TO FIT ARCH ` 24' O.( . (5TAc,6ERED) CONNECT lU/ ad NAILS -` J- ^ �-J_ x 4 �)vl_!D r�l_1 '' I f1r" -I x 2 F.T. FUr RING STRIP - --- I x 2 P.T. FURR!NG 5TRIr W/ 2' DIA. x 3/I ° i Kc.,. (FULL WIDTH O, ;TACT OF ARC TO THE BES( OF THE ENGINEER'S PLATE WASHER (TYr-'1(_,QL) INSTALL WDW SCREW -''f� WALLS) 3TWIN!. 053 ARCH r -Ar -P:,5 W/ (4) I r l.l�l �— KNOWLEDGE AND BELIEF,THESIRUCIURAL Li F_- - __ _ __ EOU AL r��!�• RA -0. PLANS AND SPECIFICATIONS COMPLY WITH ANCHOR INTO ARCH E3LKG. 10d NAiI.S I !4i LI C53 !NTC 2 x a - i -- 2007 FLORIDA RESIDENTIAL BUILDING CODE MA5ONR'r WALL (DE-5IGNED -- _ (INCLUDING 2009SUPPLEMEN1),SECHON PER IN5'rAl LA'riCN DET;;ILS _ -� - I ` T P I /' IF R301FOR 120MPN,:3SEC.GUSr.EXPOSURE A5 CANTILEVERED) - - MA50NR1' WALL (DESIGNED \ I° x 2' P.T. FURRING C71 RIP r > r��'`'� r -� 1-� �� I ^- "C" ENCLOSED (INTERNAL PRESSURE A5 CANTILEVERED) COEFFICIENT= ±0.18) WINDZONE \ SC:ALE; N.T.5, ` (�, 1... 1� THIS DRAWING AtD"N IS VALID FOR 12 MONTHS MAN50NR1' WALL � `��-�.� ; AFTER THE DATE ITIT IS SIGNED AND SEALED. _ _ � '- SIGNED AND SEALED FOR TTI= STRUCTURAL PORT113H kI\I �I�l\I (DEe)Ic,NED A5 CANTILEVER) OF THIS DRAWINGONLY. I Y 0 I Y_ L-:.� E A I I V EF X T. K E_ W A I I~ \ ~~ 201 I LErINAR cORP: iHls PLAN MAY r 1 i�1Or�1��7��I�IN�_� EXT. r'N� -�� -� __,� _ \�, �•''J� rte,^ I / Tor BE -� N = s E- /4 I '"> I I ` cj I~ /\ -T, I ~ ~ REPRODUCED IN ANY MANNER W ITHIDUr WRITTLrI CONSENT FROM LE 5 A : 3/4' - I' y NNAR CORPORATION. \���.) SCALE: 3/4" _ I'-0"--- V�}-- 291 I-THEiE DRAWINOS ANU DESIGNS ARE INE 1,1 SCALE: 3/4' 1 -0" y�-� PROPERTY OF DANSCO ENGINEERING, LLC AND THE 15 , � I CLIENT ON THIS PROJECT. ANY REPRODUCfIOr! OR IJNAUTHORIZEG USE 13 PROHIBITED. DATE DESCRIPTION 02.03-09 1.90 200/ FBC UPDAr[S & RFWSLu DEFAILS C/S3, E.C/s3 & K/S3 FOR WALL ��ia�.-ac uv.r�•�si' +..r"wvs aua�reru=v+:u,�ucvr't'a'"'" ,cs"ur= ,s.c=a',cvu-+�'m:.usas'vJmcrc rsav+.v. OFF'I 7' FROM STEP -.rJ^.��.r.ati.cfccrr'e.�.orasi.-':c_, •sec.�cs=.�.......--.. _---_ ,.�rrssa¢oovsy 10-20-09 UJI RFV1SLDDFTAIL K/S3 08.31.10 1.02 GrIU STEEL 10.19.10 I A3 IJPDAIF DETAIL K/S4 04.13. I r 1.94 REVISEu mON DROP GABLE DFTAIE -- 2 x 4 CRO55 GRACE AT SEP NOTES FOR F:C-70F NAILING SF�ECIFI(_-14TION:S RIDGE FA5TENED AT EAC^ \ _ JOINT lU/ (2) 10c1 x 3" USP FT10 OR EQUAL EA. CUTL ocj<V: ,. -\ 2x4 OIJ rl UOIIE!? <� 24" r� U5F NU54,51F CONCEALED Us,- UFSF--T WOOD �.,EAM \ �-�—��- - - \Uc;• VERSION NO. 1.04 /04.13.1 1 `� �- ---��^r===�=_� - _:._�-_- C 25948 FLANGE NANrEr2 U1/ fes) lid F;rA2f>D - \ CSE= r�l_AN FOR SIZE) \ ° ° :1) ' f �.. - V �� - \ T � � SAMUEL A. GREENBERG, TO I=JE,�,h'1 G C�>) 3/I�" X I - -� � __ l � P.E. #34245 1 OP COt�U EDLUGKING FCR. Fl;?:>T FOUR 801115 OF TRUS•5E5 a -�T �~� 3/ " 'rA;'C0N8 EDGE5 OF SHEATHING T1'PIGAL.TOENAIL U1/ (2) IG d NA!L5 - THUY H. HUYNH, - -� -` (- i ?L11I MAX J P.E. #60122 2 x 4 "T' ON TOP OF PANEL 3LOCKINC., �`> -- -- IRWIN J. BENSON, - - \ _ FA6TEN WITH 10d X 3" 4" O/c: P.E. #49758 (2) 2 X a 3EAMJ� \ - -7------f- -i/2" GU:< r"'l_YW00D oia 17 _t --�_,� l/l'o" 05C, 5HEATH!NC7 TRAN50M OPENING \ : - --___ V rRANSDM OPENING �, IX ATTACHED LU/ 1C�d NAILS 7'-4° F.F. - _ I CEILING RIDGE i \ O.C. FIELD p: •�-/-- RRECASr 1� .EJJ _� -__� ^c - ` ` ''� _�,-,C7! I= LINTEL (FILLED) ---n I C -�' 2 x 4 PANEL 3LOCKING 4a" O.G. \ '-\ �1 r �• , , ti j _-- LL11r'•1...,_(r1L_L_L_ ATTACHED lU/ (2) I10d TOENAILS''� f G�/, f'� A.:E O EI ,D AT � c ? a c. INTO 30TTUM CHUF'D. ER � n + i �- ' _ INTERIOR HIP /,-,ULT- x:12 5L_Or E 2xa P.T. SILL - <�. LEAST :)0°� OF LUFE:� LENC,TI-I � •, . G`�\ 7 (SLE TAE: t' C z _ CENTER AND 3:1'2 5L OPE 5LIUE5. rr LE )N 5HEE"I' S5) � DOOR OPEININC, � � j`•..`,`' �� ,?.�• ��., � ;.,•,', \ DOOR OPENI�iG 5/a," UR 1/2" CEILING DENSE GYPSUM WALL_ t OARD FASTENED WITH ad�M1 COOLER NAILS 0R I I/4" LGN(r_r DrRYWALL SGr�ElUS r Imo' _ 10d x 3" a 3 O/C _ \ \ GUMPLYIN_. WITS Tl-ROUGI-! O >° AVI'l G1002 FOR FIFFD,3T a'-0" FROM END WALL � 4" O/G TYPICAL \ �" INTO 1-f� X ! P.T. P1_ATE a �L USP HU540IF (UPLIFT GAP = 1302 hs) LISP {!TA20 (UPLIFT CAF' = 115 L35) �¢ ( FRAMING CONNECTIONS GRAVITY GAP = !202 los) ` __ / - PL4` G:E SHEATHING-- �) 5/a' x IU" 30LT r I EXTERIOR WALLS �- I N T>T E r-11 r TJ SPLICES W/ 3/I�" x 2' DIA. I n^ Ire ?.4 0,�, MINIirfLl!�I �> FROM PLATE --I : rL_U5! { 11J/ h1A5CNt'.Y. SIA. PLATE I.UA'HE�. 'rr ,e --IUEEP 5CRL ED SHEET INFORMATION: IT•a ���,_�7 �� �l'�lfi � IN51�A! L.ED PE 1-f^ril.Jr. )�: IJJ/1 I C . ;= 1 _._ OB NO.: 290128 SCALE: N.T.S. ��.1 .._ � -- ,I .. � D. �-____,_.._.._..-e__._�..- SCALr-: N.T.ev. •• �.T-- -- � � EA.�• •It:i=.. DATE S 0103 E'? 5.1 _ - U5P HTA201 TRUSS ISSUED: 09 - VERT. LUEF3 (24° ��.r. P^A;t.) DRAWN BY: JB I - REVIEWED BY: TH ""5A ��.,,��_,....� .��....��:��� ��_ter:�,-��::�:.,:.�>..ss.�,r�,.�.,>�.�;,.«.J�::;�.•.a,.,..<�,u-,._. _ USF 1_5TA24 STRAF W1 5-10d x 1 1/2' NAILS TO STLID 2x STUDS 6) 1mo` 4 0-10d x 1 1/2' TO f5ANc) J015T EA. 3TUD- 2"x E30T. PLATE UJ/ ATTACkIED WALL SqEATRN6 (2) 10d 6 O.C. CONTINIJOU5 TO FROTTiON R11550N '5:' = NAIL a \ W/ 3d 41' O.C, 2 RoW5 STA(�Cs E_ !z 2 - S.P.F. CONST, (-�RAE)E TOP FLATE_ U/-,,, S�Ar_-. INIC, NOTE: EXTEND SHEATHING TO 2nd FLOOR WAL� - — ------- E30 r rOM OF 5EAN OR (StIRDER SPLICE MIN 4&` Ar -APT -----------(�- -\ - ,n; \ -_v _ \ - IT fir — — F- -T 2'x E30T. PLATE UP TTI I If .1/2 (2) 106 0' O.C. 2X4 RIE3501\115, EA(�H W1 4-16d xXII IIIII if 1 11 11 If 1�_ U=A1= _L_ -WEEP 5CREED IT _�i I -L H OPENING� NAILj( INTO EA. FLOOR TRU55 H� N3TALLED FPER. M4NUF. ILI - 11 rI iIla- - li` IIa7 NAIL AT 5ASE 2 ROW5 <w 4" Cr:. LJlOrj (,OMMON I,,JAII "-"—U5FJ I-IT420 Q EA. ri-�USO if 11 11 II -Lo-, - 11 C�)3NAIL A]- TOP PLATE lbo 1��o�U5 4" O.C. 1.U/?,b cc)IlMON NAIL EE7 W/ 10 - 10d x 1 I/T' NAIL6 INTO 'LOOK H L EF I NAIL PRF-FN(:;IN " E j TRU53 4 MIN. 4" EMEBEDMENT IN OPENING F= �-�I­IETE7R, �Q 31' Of:*. U/0d (_OMMON FLOOR TR.U55E�� Q) NA I L INT. AT 0" LUlo,,j COMNoN NAIL FLOOR TF�IJ55/J,015T <0 E31LOc<• I I If [it 11 11 TAC ALL \/EF�T. JOINTS i NAIL ,� 41' O.c. 16 1 It IL - -L Ill 11 11 C�) 5 ze.EF FLOOR -,43TEN '1' 1 1 11 A-IMON NAIL. --------- - W/&J CC _I1L ji Ifl I]- _IL 3- -.-1- NAIL ('11HEATHIING TO C -z/321' MINI. PLTWOOE) v HEAFDEF� �/?xj C01,11-1C)NI NAIL'S 4" o1c. OF, 055 SklEAT'"'ING, -2x4 P.T. E54S'E_ i=LATF 2'ND FLC)(--)R FF-':A'ME=_ A WALL \"-/k4EAT4NC-,, IN\FALL. 4 N141LINC-,; SEE FYF. 2 -STORY WALL SECTION 3C,/ -\LE: N.T.S. MASONRY IST ILFI. FOR ADDITIONAL INFORMATION. E�CALE: 3/41'=I'-0` SLR. 6 N.T.S. 5EE TYP. 2 -STORY WALL 5ECTION FOR ADDITIONAL INFORMATION. U5F, LSTA245TPAP W1 F-1061 x 1-1/2!' NAILS ro arui_-) 4 0-10d x 1-1/2" TO 54ND Jo15T v EA. STUD 2nd FLOOR WALL — ------- - ----- - - --------- (1) LAYER UNDERLAYMENT FOR ROOF PITCH > 4:12 8 BAND JOIST -----PROVIDE CONTINUOUS t2l LAYERS HKIDERI AYMP-NIT FOR ROOF PITCH< 4419 /,-� , 2'x SOT. PLATE IJ/ F, - 10-J NAIL5 TO all o.r-. 12 (2) 10d v 5LOCKINCi FROM E).U._�, STUD PEER STRAP — PRE ENGINEERED TO MA5r)NR�' 5ELOW 12 Z WOOD TRUSS @ 24" -HURRICANE ANCHOR@ EACH TRUSS - --------------- O.C. MAX. 15 LB ROOFING (SHINGLES) \7 - - ------ - ----- FLOOR 5)'5TEN ROOF COVERING INSULATION --- --- --- 15/32" CDX PLYWOOD OR 7/16" : .. ....... NOTE-&: USE PER CHART uj/ 12 -ad NAILS 51,11E A T H I N G T 0 SCHEDULE ON SHT SN1) sUSP Mr:,4F @ 24" o.r-. NP4F I EXTEND BAFFLE O.S.B. (SEE ROOF NAILING INSTALLATION ------- ALUMINUM DRIP EDGE HEADERSUPPORT NO. OF JACKS) & STUD!,' REQ. AT OPENINGS OPENING SIZE 2"x4'111ALL JACKS STUDS EA END EA END 2" x G" WALL STRAPS (U.N.O. ON PLAN) JACKS EA END STUDS EA END 1.07 G140SIELL (1) (2) 04.1111 (2) (1) USP L8_I_A30 4'.9" (2) . (.3) , (2) (2) (1) USP LSTA30 < :E 2: Q9 LLA CD U w =3) (2) USP LSTA30 vvil SHEET S3 rJv I I On OF RIM BOARD/BAND SEE FLOOR PLAN NOTES FOR ALUMINUM FASCIA 15t FLOOR WALL j015T FOR, REQUIRED CONNECTION 5/8" OR 1/2" HIGH STRENGTH CEILING ---------------- 2x SUB FASCIA SHEAR WALL BOARD PER CODE W/ 13/8" DRYWALLx ONLY. 2" VENTILATED SOFFIT 2 ROINS12d NAILS NAILS OR DRYWALL SCREWS 7" O/C IJ,5P LsTA24 STRAP w/ 0-10d x 1 112' NAIL -5 STAGGERED CEILING & 8" O/C WALLS ATTACHED WALL SHEATHINGTO 12" O/C EACH (2) TOP PLATE Wl 8d (a) 4" TO 5TUP 4 a -10d x 1 112' TO E5AN_F),JOI'1;T 1/2" GYP WB O.C., 2 ROWS EA. 5TUE) STAGGERED CCO 12" O/C FOR DOUBLE 2x S.P.F. TOP PLATE (4) 1/1" X 2 il.A1, TITPEN MA5ONRY WALL v 2"x10" OR GREATER HEADER SCREW5 TO MASONRY r_ I ;� STRAP -1x2 NAILER 2M�) F I C 0 F P F A\ M F i_ C-) N N E r i j, WALL FE1' AP —15/32" MIN. PLYWOOD OR 7/16" OSB SHEATHING NAILED 'All 8d COMMON NAILS a WOOD 1�;,T FLIR. 2x CRIPPLES (cif 2X BLOCKING EA. WALL V) 4" \LE: N.T.5. WOOL) TO MA50NrFD`r '16" O.C. W/ (2) 12d SHEATHING JOINT O.C. EDGES, AND 6" O.C. FIELD (U.N.0) UPLIFT 92a FLF TOENAILS T/a �HF 16" O.C. 2X S.P.F. STUDS EAR CAF�' = 35!� FL F C NNEc w/ ms L, 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 C -F -E TYP. 2 -STORY WALL 5ECTION FOR ?ADDITIONAL INFORMATION. 5EE TYP. 2-F2FORYWALL 6ECTION FOR SCALE: N.T.'?. o co APPLY 3 LAYERS VV/TOTAL THICKNESS 7/8" OVER ADEATIONAL INFORMATION, C--) 2x BOT. PLATE Wit (2) 1061 @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SRU (2) 2X HEADER SEE PLAN LAYER 118" THICK. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d 1,1_1 _j , COMMON @ 6" 0/0 EDGES AND 12" O.C. FIELD \---INTERIOR HEADER --(fF---INSULATION PER 1061 NAILS 8" O/CTYP. 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2 -M -W 0313 l CHART ON FLOOR PLAN BOX HEADER (1) 2x SILL PLATE W/ (2) (DRAFTSTOPPING) TO BE NAILED W/8d COMMON (q-) 6" O/C DOUBLE 2x CRIPPLE STUD ONLY 12d TOENAILS. TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 B I 2"x4" PANEL BLOCKING; 4a` OA_- EXTERIOR HEADERS SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOR 'THE FIRST a' TYPICAL (U.N.O.) 77 7 -0' OF END C, FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEE�-� 2x SILL PLATE V11 (2) S6 S6 WALL FROM EA. END. (TYP.)TOF 4 12d TOENAILS. OPENING SPACE INTO APPROX. EQUAL AREAS, I — GERTHAN 4 ft (2) 2X -HED W1 (2) 2ND FLOOR FRAMINcT - SEE LAR 5OTTOM CHORD ATTACHED 77 1,2d TOE \ NAIL5 UF7: 01' 51/2 SILL PLATE'v`V/ MP3 CLIPS E -KIN'(' METAL SEAT DEG FLOOR SYSTEM EACH SIDE R PW, PLATE A r T A C H E [) UJA L L 5 H E A T H Ni(. -;T ,E 0 TO BOTTOM PLATE/GHORD UJ/ Prj SPACER --2X STUDS TYP, 10 4' O/C, 2 R003 5TAG6ERE[) BLOCKS P T BOT. PLATE Or 1/2" HIGH STRENGTH OR 5/8" GYP W r B (OR 5/8" FLOOR TRU55 < LOOR TRU5�� 5EE FRAMIN',,'� PLAN FLOOR TRUSS GYP. TYPE "X" @ GARAGE ONLY) W/ 13/8" 5EE FRAMING, BEAMI DRYWALL NAILS OR DRYWALL SCREWS 7" 0/0 --2x4 R1550N,5 PLAN __WEEP �CREED CEILING & 8' O/C WALLS W5 -CALLED PER MANUF. F: STD. 90- HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16'C0NC. KNOCKOUT STRAP BLK. W/1#5 ROD CONT. FILLED 2 �'x 4 C-1' -7 0 V-5 BRACE 48° _T_ \_U,�F' I-ITA20 0 24' O.C. W1 INSTALLATION PER CHART ON SHEET S SOLID WIGROUT O/C F01z'. THE IP)T 2'-0' OF 10-10d X 11/2° NAII-5 INTO N NOTE: LAP SHEATHING TO BOTTOM ED E =r /4 1 L ENE) WALL W1 Wloclx3' �,) EA. BLOCKING TRIJ,5�D 4 MIN. 4" OF BAND JOIST TYPICAL 'IT" CORNER ENE) INTO 2`x4` EMBEDMENT IN CONC. SEE PLAN FOR REQUIRED SCALE: 1 1/2"fl'-O' CONNECTIO"NS (2) 2x TOP PLATES CAPACITY TYPICAL "T" AND CORNER -XT:RIOR FRAMEE -SHINGLE ROOF -TRUSS SPAN 30' MAX DETAILS 2NIE) FLOOF, FF,14ME CONNECT[ LOAD MAI'MCOVE ADD (1) 2X4 STUD @ EA. TRUSS BRIG. FOR N ON EAD'_F'� DE"I'All- r-;pl WALL F11- 30'< TRUSS SPAN <40' (2) 2x4 STUDS FOR SCALE: N.T.S. PARALLEL TO r1A5oNp,,r WALL SCALE: 3' m 40'< TRUSS SPAN < 47' S6CYC 6EE TYP. 2 -STORY WALL 5ECTION -TILE ROOF- TRUSS SPAN 25' MAX ADD 1 06 FOR ADDITIONAL INFORMATION. (1) 2x4 STUD 0 EA. TRUSS BRIG. FOR 25'< --ARCHITECTURAL FINISH 5EE 5HT 53 FOR TRUSS SPAN < 32'(2) 2x4 STUDS FOR 32' < TRUSS SPAN < 39' (1) 95 VERT. IN FILL CELLS (SEE INSULATION CHART U) NOTE-: <1-1 , 15/3211 i -11N. PLYWOOD OR'111�v` 05E3 5T-IEATHIN(S FOUNDATION PLAN & NOTES) C_ 5EE SHEATHING (2) ROW5 OF 2x 5LOCKING— < -AL WALL 5EE TYPICAL c!� Lul 5FEC-5 ON FLOOR NAILED W1 COMMON N411-5 UJ THIRD FOINT5 SECTION G/63 FOR 4' O.G. AND 0 P 4"x4" INSPECTION PORT AT ADDITIONAL INFORMATION 1x WD FURRING @ 24" O.C. CL _j — C. FIELD (U.N.0) — = ( >-, z;yp. W.D. 111N. BASEBOARD CD EACH FILL CELL TYPICAL 2X, 5T1 ' ID5 1@ 16' O/C co c�GARAGE 51PE IF 5AV"DIA. x 10' ',J' BOLT LU/;s2)' E MIN. 2500 PSI CONC. SLAB — (1) ROW OF 2x 5LOG<ING. ',o t1ID EMDEDMENT Q 24' O/C UJ/ 2"DIA.X (:TU(;CO T- TM C. AFFLICA5LE FINI��H P E R 45 32 9? H16T, FOR WALL NGT. (2) -AL MIN. PSI MAY VARY PER NOTE- EXTENT) DECO FINISH 3/16" PLATE 111A51 -1 IE R T T'F I AFF"Ll' 3 LAYER5 W/TOTAL THICKNE-65 110' MUNICIPALITY F,)OIJJ5 OF 2x F3LOr;<1F4(, �o 3rd EXPAN51ON 5OL r wl (MIN. 51 -IF -AR 3500". MIN, TENSION OI/ER i"IETAL LATI-1. FIF5T 4,1to6,;BELOWGRADE / 2 LAYEIR"' 1,-9)' I FT5 FOR WALL HG[T. � V-o' 1`EME3FDMENTo 24" O.C. 2,SOO�) If -) 3 . . W/ 2'�x ATE WA� 'mick EACH. 3FT) LATER 1/0" TI­IICK,. 311(v' PL 5HER 4ID U' -')F' �cPT22 EA, ��TU TYPICAL. (MIN. SHEAR 3500#. ` D U. 4 2��00 PSI CONCRETE MIN 5P �)l 22 00 C MIN. TEN61CN 2,oOOO) 1 14 ")LAE3 W/ ,oxoA1.4XI1,11.4 U16- OR -2X P.T. PLATE I 2X P..PLATTE L U E: C Fr:ETD I N 5' r A L L E D PE: R., M A F1 IISH GRADET \t 2 x STUDS D 5 lo x 6 WIA x WI.4 4 6x6W1.4xW1.4- _77 I 1EE1 15 11 E WWF OR FIBERMESH El I '�\, I I la I la I I.- rUJLbF OR F15ERME5H 4 1E1 I 1E1 I 5�1 I =-I 1, 7, IIS -ISI -ISI -ISI- ISI -SII- -F/T� rRADE 6 1=1 I I STD. 90 *HOOK (3) 9 5 REBAR ON 3" CHAIR -8" (SEE DETAIL) W/Y MIN. CLEARANCE% R (3) 5 COI 4 F. 01\1 31 4 CHAIR W1 3' MIN, TYP 2 -STORY WALL SECTION i/ CLEAFRANIC',E cpAiR ,V 4L� SCALE: 3/4"=V-1)" S6 W/3' MIN. CLEARANCE I/ 5ECT10N_(( �5 ALTEFNA-r=,-- SEE TYP. 2 -STORY WALL 5ECTION 5CfALE: 3/4`z1'-0` FOP, ADDITIONAL 5-1A5 INFORMATION.WOOD 15T FLR. 5GALE-; 3/41,�!,_o 5EE TYP, 2-5TORY WALL 5E(�TION FOP, ADDITIONAL INFORMATION, DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.claf)5coerigir)eeiirig.corti TO THF BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WI IN 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIEN I = ±Q. 18) WIND LONE THIS DRAWING AND )ES!(__;PI IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGHED AND SEALED. SIGNED AND SEALED FOR [HE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LEPINAR CORP. -THIS , PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENHAR CORPORATION. 201 WIESE DRAWINGS AND UESONS ARE THE JOINT PROPER(Y OF DANSCO ENGINEERING. LLC AND THE CLIENT ON [HIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE 15 PROHIBITED. REVISION: DATE T -i 02-03-09 cV 10-20-09 LU o 08.31.10 1.07 G140SIELL z C, LLp r-, 04.1111 0- UA > z < :E 2: Q9 LLA CD U w _j U-) Ln Ln T -i TO THF BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WI IN 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIEN I = ±Q. 18) WIND LONE THIS DRAWING AND )ES!(__;PI IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGHED AND SEALED. SIGNED AND SEALED FOR [HE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LEPINAR CORP. -THIS , PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENHAR CORPORATION. 201 WIESE DRAWINGS AND UESONS ARE THE JOINT PROPER(Y OF DANSCO ENGINEERING. LLC AND THE CLIENT ON [HIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE 15 PROHIBITED. REVISION: DATE DESCRIPTION 02-03-09 UY) 2001 FP,(-, JI'DAI LS & REVISED DETAILS C/53, CC/Si & K153 FOR WALL (-A S1T2'FRQM5TEF 10-20-09 1.01 REVIkDDIFAII <133 08.31.10 1.07 G140SIELL 10.1`).10 103 JPDAIFDErAILK/S•I 04.1111 1.04NLYISED '1011-DROPGABLE L)ETAII VERSION NO. 1.04 /04.13.1 1 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 Ei THUY H. HUYNH, P.E. 1160122 IRWIN J. BENSON, P.E. #49758 EJB EE'R' X 'ON SHEET TITLE: TYPICAL 2 -STORY SHEET INFORMATION: JOB NO.: 290128 )ATE ISSUED: 02.03.09 DRAWN BY: DZ 2EVIEWED BY: TH DOOR JAMB (REEF IX4 1/2" DRYWALL F. FOR CONN. DETAILS TO SHT. SDH2-KI XF: DOOR JAM13 (REF ER- I x -1 1/2" DRYWALL TO SHT. 51h -\12 -KI FOR CONN. DETAILS I 4 DOOR JAME3 (FITFER- TO 51'IT. 5F)H2 I FOR CONN. DE -C TAIL5 I x 4 1/2" URYNALL I x 4 1 X 4 -3-114" LONG X 51164 FURPIN6 3116)"(1) X 5" LONO--"' X FURR06 5/164 X 5 -1/2" LONG- __)IN6 FURR TAPCON. INTO rAPrON5 5T`AG-C-,,E1-_�'EP @ 16" O.G. 2 -ROWS a- Lu (Y- ck TAPCONS 5TA(-_)6ERED 2 x E3LOrX@ SPACING- 1 DETAL INTO MASONF,"r ----Ixb P.T. 5'r A r-5 0- E K) E D @ 16 " 0. C. 2-RONS iNTo I " _Ixb PER MANUFACTURE THROUGH Ix4 P.T. � 1x2)P,T. 1- 1/2 D TA I L MASONRY TI-IROI,16H r7fD_ Ixe) P.T. 4 2x8 P.T. IX4 P.T. - i.� 1/16" x 5 -1/2" DOOR JAMB (REFER I/ - I X 4 2" DR'rNALL POOR JAMB (REFER-\ TAF`rON TO 51'IT. 5PH2--KI FOP, NOTCH 1JJE5 AT THE F TO SITE. 5PH2-K I CONN. DETAILS FOP, CONN. DETAILS I L I lOd @ 12" '\-I x 4 W�, W, ,, FURRING F 2Xb P.T. WITH 3/16'4 X F3" �2Xe) P.T. LON6 TAP CONS _ 2xb STAC55ERED @ 16" O.C. 2 1/411 DETAI L_ 2 -ROWS INTO MASONRY 3_1 = 1/4 II L___) TA I L 2'x 50T. PLATF: LU/ (2) lod. o.c. INC-)TALLATICDN 11�* U�,1ACC*EF'r/-\E3LE �N51'ALLTICDN 3/4' PLYWOOD PECKING; GLUED ANP NAILED W1 MAX, 8114*, 0 PC) Nc-)"T DO 0 Od O7. EUCTE5 AND 12' 0,1C. FIELD 1 Q­� t# 5 FEiE3AR (TYF�)o ATTACHED ILIAL �)HEATHIN6 TO YF,) Id, 2X BOTTOM PLATE UU/ ad' 41 o.c., E 4 2x SAND JOI�,T UJ/ FACE NAIL 111 �T[). 90- NOCK (TTP.) K (TYF.) Eli 10d Q TOP 4 E377N CHOFE), 4k NOTE: AND (a) FACE NAIL5 loci LAP 51-1EATHINCz TO TvjU35 \/Ej-�r. WEE, BOTTOM OF �.dAND IOIST TYPICAL \-U5r WCAM10 w 12' O.C, uu/4-&D3 1/41 1/2' �)C5�EUJ,5 INTO F)AND J015T 4 (4) 3/1r)'A-3/4` wa)"_ CzE F.,OLT6 NiTo K.O. E3L0r;K VA - NOTCH UAB Q FIRST COU ;SE A4 IF6T 2 COURSES A* L FILLED CELL FFR FOUNDATION PLAN L E'I­F,0�7 r_�OFR 0'15EDDEE) STRAF-) 5 U I L LD C-) U T G) V E R 5 1 Z E c) C-) R ICU I N ED L t J F_? 0 U Gkr '�= - '%\ I 1� SEI TYFI. 2-6TOrRY �WAt SCALE: N.T.S. SCALE: N.T.13. L SECTION FOR ADDL, INFO SCALE: N.T.3. 2xa P.T. BUCK -CONNECT TO BLOCK 6ECTION W1 114' x 3 1/4" TAFICON ( 1 1/4" MIN. A -A EMBEDMENT INTO 5L<) 114" MAX 1 X 4 FURRINr— I? SOLID BLKG. AT TOP BujN1 T. BLOCK klEADER--i ARCH E3L<G. f 1/41' x 3 114" TAf-GONS 1/2' DRYWALL T UPtlFr CAPACITY' = 595 FOR I STRAF1 z 1,090 FOrR 2 c-TRAFC, —0c) NAILS AT 01' O.C. AT BUCK 2 x 0 45' DIA(-iCNAL(4) 10d NAILS INTO LEAVE A CUT OUT IN 0.6.5. ON\ � Y FRE -ENC -ERIED TF -PUSS BRACE(5) 2 x 5 BR4CE/ 5L<C:i. THE IN51DE TO ALLOW FOR / �,i 1/161, 05D INSULATION TO BE INSTALLED F��, uj/ (,,2,) a_� :7., 1 1/2 BUILT UP PLWE). BUCK--- ARCH PANEL CUT HOLE IN O.S.B. FOL�'-CELL IN THIS AREA - - - - ------- BRACE; RNAIL�, 4 (4) 3/11," EDIA, TAF-F`EF,,5 SCRIBE (NOTCH) 2 x 0 45 DIA(:;ON1AL ACE BACKSIDE TO FIT ARCH AT EA. FACE OF ARCH W/ (3) UJ/ 1 31141' (4) lod NAIL5 INTO 2 x a 10d HAILS AT EA. ENE) ----- ----- CONNECT W/ ad NAILS F)FIACE/ BL<G. (4) SFJ a 1/4'xl-1/21' INSTALL WIDW. SCREW ANCHOR -2 x ') 4 SOLID LK( -3,. (FULL WIDTH OF WALL) 5711N. 03-FF.1) E INTO ARCH E3LKG. PER ARCH FACES W (4) l0ci NAILS THRU 055 INTO 2 x a PROVIDE TAI"CON WITHIN (5)1/4"x2-1/4' TITENS INSTALLATION DETAILSA - A PROVIDE TAP -CON PER WDW. INSTALLATION DETAILS OR THF,:%I—,\� 4' MIN. OF ENF�AGE 1-112" THK, OR MORE BUCK WITHIN &' MIN, OF START OF ARCH START (--)F AR( -- IN pl A( ­F -,pAM A_Rc�k4 DETAIL 4' MAX, F/ -AF-). _. 11 _ r - 5CALE; N.T.5, RETF-D-Or-IT PI [DEETAL 1, c\s I 2 x a E3Ur_K - CONNECT TO sEr-Tia\i E3LOCK, WITH 1/4" x 3 1/41' TAFJCON 0 l/4''' MIN. E4�-FH NENT --m- INTO F-3LK-) F,� 5 /-1/4' MAX FILL. let -4 COIJF�51HS W/G;IRCUT DLOC< HEADEF— SOLID BL<Ci. AT TOP 5TWN. ARCH - 1 X 4 FURFINGr E3LKG, 4 BUCK ad NAILS 51' O.C. AT BUCK ------ �_ 2 x ?5 VERT. W/ (2) 10d PROVIDE 2 x a DIAD. BRACE NAILS ,AT EA. 'ENE) PROVIDE (2) MIN. 5TWN. VERT. -BRACES WHEN HC -4T TAPCON AT EA. OF BRACE EXCEEDS 24" SIDE BUCK - (1) LEAVE A CUT OUT IN 0.5.5. ON WITHIN 4" MIN. OF 2 x 0 VERT. BRACE(S) THE IN51DE To ALLOW FOR START OF ARCH a- i, INSULATION TO BE INSTALLED r� BUILT UP PLWD, 5U(_X OVERH/\N 'CF 1/1(," OSB APCH PANEL SCRIBE (NOTC BACKSIDE TO FIT ARCH \` , CONNECT W1 Pd NAILS '�-9 x 4 SOLID E3LrC-;. (FULL WIDTH OF START OF AFC"-rF OPIT W/d !D'-T//AIL W��3 N,r5TALL WDW, SCREW WALLS) 5TWN. 0,55 ARCH FACES W1 (4) EaUAL EQUAL 4' rIAX. 11P_ArD. __>1_ 7Z ANCHOR INTO ARCH E5L<G. 106 NAILS THRU OSB INTO 2 x 3 FOR. OVEF��!-IANG5 51ETIUj_P:r­,N 3/3' TO 1 112;' NOTE: FOF-1. THAN 3/0' - No? PER INSTALLATION DETAILSAFD-Ck� DET 411 SCALE: N'.T.&.ENIC711,IFF-P, OF GL455 E:jLOCK, INSTALLATION F)ERFOIRI-E�) IN 40,'�ORD4NCE WITH FFI.C. / FE)C. NOTE� IF FRETIR�OFIT FILLED CEELL CON1L')ITI(_')N-c) EXCEED (3) PEiR -ROJECT, CONTACT ENC41NIEE R, OF F'L-COFD 4) COVER 511-L AREA WITH A HF.4v"i COAT OF ASPHALT EMULSION. ALLOW EMULSION To DRY 1) AFTER FINAL MORTA'R SET (AFFIROX. 24 POUFF,"'), INSTALL F�'ACKIN6 rlCrHTL I' [-_:�,ETWE BETWEEN FOR ADDITION/6,L IN�)TRUCMON. AT LEAST ? HOURS BEFORE F'ILAGINCi MORTAF�, CTLA55 FLOCK PANEL 4�,NE) JA[,I�1, AND HEA[) (:cN5TF7,I,X.,'1 ION. LEAVE 5FA("-E FOF SEALIN6.MASONRY WALL. SEE PLAN FOR E)) A[)HEF.-'F EXPANSION STFIIPS TO AND HEAD. MA'T'E CERTAIN EXPANSION STRIP J) APDL 'r' SEALANT EVENL i' TO Tr -IF FULL DEF -,n -i OF ECL :)SES IN ACCORDANCE WITH T -IF REINIFORCINIrl PROVIDE LOWER EXTENDS TO SILL.APPLICAI"ION I"IANUAL ANP IN6TRU1.',J'jON5. HOCKED DOWEL mXI3TlW_, BOND BEAM. SET A FULL MORT4F JOINT, AFPLIED TO SILL. K) A I'lAXIMUM OF IoO 30JAi;'E FEET OF !-aLASS F3LOCK F'IA'T" 1,E INSrALLED IN ANY OFFNINC-4. P) SET LOWER COLIF-P3E OF E)LOC.,K. MAINTAIN A UNJF0!,?1-I JOIN f WIDTH OF 3/V PLUS OR MINUS FOR WIND SPEEDS LIF' TO 110 MF�kll, PEF: PITT613,Uf-.G; COF-ININ6 FoF;,, 113". ALL MORTAR JOINTS MUSr 5E FULL AND NOT ALL MOFTAR 5HALL. 5E N,,)rALLATION OF 6LAS5 BLOCK- -F _F - ------------ ---- L I DIFJLL 314'X,�,` MIN. HOLE T A RUE)E)EFI C.,R1,ITCH TIF-) 01� END Or TROWP�l TO TAP 5LOCK ltro POSITION.) DO NOT 3ET 31AR IN L -FOXY TrPE `51' OR "N". 5TEEL TOOL" I­IUST NOI' 5E U5ED TO TAP ELOCK,5 INTO POSITION. (PLACE EXPAN510N 5TFD.IF WWN AT PERIME ER T REALIC.fl\l, ["AP, OR Orl­IE��LU13E MOVE ELOCK, AFrEF INITIAL PLACEIMIENT. FOFJ. SOLID GL4 BARe CONT. WHERE TI 115 CONDITION CAP TO PR \35 -L. -1, EVEN'rr LE4,KAc�E E EZ TOP WITH MIN. 3' T _F OCCURS BLOC< IT NA'i' Ed" NEcF1_?5ARi' To UF)E U)EIDGE5 IN THE NORTAFPJOIINT�) OF IHE LOWER -OVER EVENT TI -1E 110*RTAR FROM r-.)1INc1 'S0UE7.E_/EL-.)1' OUT, C E5X,?' ETIBEDD!E'D INTO CcUfR515TO PRE- 1/4 Z -L - - 4 L: 0 -T EXISTING BOND DEA (2 F:)EFzl T E) INSTALL PANEL IN EVER'i' OTHIER MORTAF' BED q(_)F-)IZ(_)NTALLY AND IN JOINTS F.F IIIMEDiATELY AE')OVF AND E)ELOW ALL Of--1ENIN1(:,S WITHIN FANEL5. (THE 5AME SP/_\cINc1 ja. FANEL W 1: T 4 N C �11,0 F� (EVEN i_x_ I r—i-, -1 % I -�NEL ANCHOIR5 WI-1EN USED AT JAI*1��,�) ANE) HEAD;) IN' LIEU OF CHANNEL —X— TI -7- 7- /7- �1_ FILL C-1-1 L FULL HIPIC;HT W/ 514ALL AFIFLY T( F -PE INF0P..0 OF) C'1­­IA5E 51JF�FGUNU)(,').) FUN REINFORC'-N�-; GONTIN -NP OF PANE15. r UOI,6L i' FI`-�011 END TO P- 77, T_ r AIRINK c-IoUT. LAP REINFOPCINC, NOT LESS THAN 6 lNC',H'5 U101-4ENEVEF IT IS NECE�)'Af­r NON C�d A N J 0 1 N r'-') EN F O)R C I I r_I. INSTALL .. . ..... ... EMXF-�AN51c)N 5 rFi,[n N" I( - TO USE MORE '-- C, <-,) L T= 1) (3 E EXF) WIT14 I THAN ONE LENGT�-I. DO NOT L3F, _)EINFORCINCi AS FOLLOU.)5; - '22 F ,.< PLACE LOLUE[­� HALF OF I-10FTAF IN IPr:P joli,jj', F) NOT F,U F-FCW. 1-11 —/6EA! ANT tL __5 i - I5X6' 1_')IDED INTO ,EINFORCINCT INTO PLACE. EMiBEL T FF.ES5 F04NEL IP C) z, 111N. LA\F�' �)PLIC;F )7- 1 E/ISTIW:i FOOT N16 5X6' IN! CONC­ --ANEL R WITH UfDPEF 1- 2 -' COVER F -EIHFOF _74� BEE) AND TROWEL K FILLED CELL ,('INC -� HALF OF 11OR SmoorH, L -)o No FUFRow. LLJ/ �*7'H 1 N r- C-) iz:,:) C..'- I N,---:1 I- DPJLL 3/4',X(o�'MIN. HOLE F) FL4(,E FULL MOPTAF 5EP FOR JOINTS NOT EOUIRINCr FANEL FEINFr0FCIN(S - FX) NOT SET E}AR IN EI­jOXY PUPROW, 11AINTAIN UNIFOr �11 JOINT WIDN-1, '-(2) 45 REBAR. MIN, 31' 1 L N. L A' iz Ci) SET F)UCCEEDINCi COUP.6' OF 5F4GE AT HEAD OF PANFL AND JAME.6 MF)T k�,d �5 F�l LIC C., E _-�OVER 'A. WAY FE -MAIN FREE OF MORTAR. N C) T F: H) 5TFIKE JOINTS SI-10C)TH VILE '10FTAF 15 STILL 1­L/-\5TJC AND 5E_F0FE F-INAL SET, AT THIS 5EfF- C�L,/-\SS -_-�LOC'K TIME RAK.E OUT ALL 5EAL4NT TO A DEFTH L'OUAL TO THE: WIDTH OF I'Hr' SEALANT IN S T,/-\ I - L A T I C.) 1\4 IN 0 T E C), SAW CUT 5PACE5. REMOVE ��UF FLU5 MOF�rAR FROIN FACE') OF (:xLA50 �.*) AND WIFE DR'r E 7 C. TOOL JONTE) SMOOT' " I ANt) CONCAVE, f3EF0FE MIORTAF, T4i-,,FC? FINAL SET. (REMOVE L WEDC-IE6' FROM LOWER COURSES OF SOLID OLOCK�& AND PoiN - THE VOIDS WITH moRrAFZ) 1(110 triph FA5TEC5T WIND = 130 mph, 3 ")LEC, (,(.16T, `F�C TABLE P3012.13) r i C) N i(110 mph FA `TE5T WIND = 130 mph, 3 SEC. CiUST. ED ECTION AT i)F-EF-) PSUN [)4,r10N EXI,�:',TIN(', FcOTINC� FEe)C. TABLE 160�,.I.e),I) k SCALE: 3/41' = I'-01' SCALE: N.T.S. FILLE-7-c) crz-la_, L ;A! r: N.T,Fd, U/-Nl,qsco ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 WWWAal'15coengirreeting.cQui CD 02-03.09 I.VJ 200/ FBCUFDAILS & RLVISLD DETAILS C/53, CC/S3 & K/S3 FOR 01 SLI 2'1 FROM SfF? 10-20-09 LU 0 08.31.10 > (D z REE3AR (T 04.13.11 a- Lu (Y- ck FILL SOLID 50TH CELL5 2: > < 5T[). 90' HOC I L J U Lr) L0 U-) T-1 r7fD_ NOTCH 1JJE5 AT THE F t# 5 FEiE3AR (TYF�)o ATTACHED ILIAL �)HEATHIN6 TO YF,) Id, 2X BOTTOM PLATE UU/ ad' 41 o.c., E 4 2x SAND JOI�,T UJ/ FACE NAIL 111 �T[). 90- NOCK (TTP.) K (TYF.) Eli 10d Q TOP 4 E377N CHOFE), 4k NOTE: AND (a) FACE NAIL5 loci LAP 51-1EATHINCz TO TvjU35 \/Ej-�r. WEE, BOTTOM OF �.dAND IOIST TYPICAL \-U5r WCAM10 w 12' O.C, uu/4-&D3 1/41 1/2' �)C5�EUJ,5 INTO F)AND J015T 4 (4) 3/1r)'A-3/4` wa)"_ CzE F.,OLT6 NiTo K.O. E3L0r;K VA - NOTCH UAB Q FIRST COU ;SE A4 IF6T 2 COURSES A* L FILLED CELL FFR FOUNDATION PLAN L E'I­F,0�7 r_�OFR 0'15EDDEE) STRAF-) 5 U I L LD C-) U T G) V E R 5 1 Z E c) C-) R ICU I N ED L t J F_? 0 U Gkr '�= - '%\ I 1� SEI TYFI. 2-6TOrRY �WAt SCALE: N.T.S. SCALE: N.T.13. L SECTION FOR ADDL, INFO SCALE: N.T.3. 2xa P.T. BUCK -CONNECT TO BLOCK 6ECTION W1 114' x 3 1/4" TAFICON ( 1 1/4" MIN. A -A EMBEDMENT INTO 5L<) 114" MAX 1 X 4 FURRINr— I? SOLID BLKG. AT TOP BujN1 T. BLOCK klEADER--i ARCH E3L<G. f 1/41' x 3 114" TAf-GONS 1/2' DRYWALL T UPtlFr CAPACITY' = 595 FOR I STRAF1 z 1,090 FOrR 2 c-TRAFC, —0c) NAILS AT 01' O.C. AT BUCK 2 x 0 45' DIA(-iCNAL(4) 10d NAILS INTO LEAVE A CUT OUT IN 0.6.5. ON\ � Y FRE -ENC -ERIED TF -PUSS BRACE(5) 2 x 5 BR4CE/ 5L<C:i. THE IN51DE TO ALLOW FOR / �,i 1/161, 05D INSULATION TO BE INSTALLED F��, uj/ (,,2,) a_� :7., 1 1/2 BUILT UP PLWE). BUCK--- ARCH PANEL CUT HOLE IN O.S.B. FOL�'-CELL IN THIS AREA - - - - ------- BRACE; RNAIL�, 4 (4) 3/11," EDIA, TAF-F`EF,,5 SCRIBE (NOTCH) 2 x 0 45 DIA(:;ON1AL ACE BACKSIDE TO FIT ARCH AT EA. FACE OF ARCH W/ (3) UJ/ 1 31141' (4) lod NAIL5 INTO 2 x a 10d HAILS AT EA. ENE) ----- ----- CONNECT W/ ad NAILS F)FIACE/ BL<G. (4) SFJ a 1/4'xl-1/21' INSTALL WIDW. SCREW ANCHOR -2 x ') 4 SOLID LK( -3,. (FULL WIDTH OF WALL) 5711N. 03-FF.1) E INTO ARCH E3LKG. PER ARCH FACES W (4) l0ci NAILS THRU 055 INTO 2 x a PROVIDE TAI"CON WITHIN (5)1/4"x2-1/4' TITENS INSTALLATION DETAILSA - A PROVIDE TAP -CON PER WDW. INSTALLATION DETAILS OR THF,:%I—,\� 4' MIN. OF ENF�AGE 1-112" THK, OR MORE BUCK WITHIN &' MIN, OF START OF ARCH START (--)F AR( -- IN pl A( ­F -,pAM A_Rc�k4 DETAIL 4' MAX, F/ -AF-). _. 11 _ r - 5CALE; N.T.5, RETF-D-Or-IT PI [DEETAL 1, c\s I 2 x a E3Ur_K - CONNECT TO sEr-Tia\i E3LOCK, WITH 1/4" x 3 1/41' TAFJCON 0 l/4''' MIN. E4�-FH NENT --m- INTO F-3LK-) F,� 5 /-1/4' MAX FILL. let -4 COIJF�51HS W/G;IRCUT DLOC< HEADEF— SOLID BL<Ci. AT TOP 5TWN. ARCH - 1 X 4 FURFINGr E3LKG, 4 BUCK ad NAILS 51' O.C. AT BUCK ------ �_ 2 x ?5 VERT. W/ (2) 10d PROVIDE 2 x a DIAD. BRACE NAILS ,AT EA. 'ENE) PROVIDE (2) MIN. 5TWN. VERT. -BRACES WHEN HC -4T TAPCON AT EA. OF BRACE EXCEEDS 24" SIDE BUCK - (1) LEAVE A CUT OUT IN 0.5.5. ON WITHIN 4" MIN. OF 2 x 0 VERT. BRACE(S) THE IN51DE To ALLOW FOR START OF ARCH a- i, INSULATION TO BE INSTALLED r� BUILT UP PLWD, 5U(_X OVERH/\N 'CF 1/1(," OSB APCH PANEL SCRIBE (NOTC BACKSIDE TO FIT ARCH \` , CONNECT W1 Pd NAILS '�-9 x 4 SOLID E3LrC-;. (FULL WIDTH OF START OF AFC"-rF OPIT W/d !D'-T//AIL W��3 N,r5TALL WDW, SCREW WALLS) 5TWN. 0,55 ARCH FACES W1 (4) EaUAL EQUAL 4' rIAX. 11P_ArD. __>1_ 7Z ANCHOR INTO ARCH E5L<G. 106 NAILS THRU OSB INTO 2 x 3 FOR. OVEF��!-IANG5 51ETIUj_P:r­,N 3/3' TO 1 112;' NOTE: FOF-1. THAN 3/0' - No? PER INSTALLATION DETAILSAFD-Ck� DET 411 SCALE: N'.T.&.ENIC711,IFF-P, OF GL455 E:jLOCK, INSTALLATION F)ERFOIRI-E�) IN 40,'�ORD4NCE WITH FFI.C. / FE)C. NOTE� IF FRETIR�OFIT FILLED CEELL CON1L')ITI(_')N-c) EXCEED (3) PEiR -ROJECT, CONTACT ENC41NIEE R, OF F'L-COFD 4) COVER 511-L AREA WITH A HF.4v"i COAT OF ASPHALT EMULSION. ALLOW EMULSION To DRY 1) AFTER FINAL MORTA'R SET (AFFIROX. 24 POUFF,"'), INSTALL F�'ACKIN6 rlCrHTL I' [-_:�,ETWE BETWEEN FOR ADDITION/6,L IN�)TRUCMON. AT LEAST ? HOURS BEFORE F'ILAGINCi MORTAF�, CTLA55 FLOCK PANEL 4�,NE) JA[,I�1, AND HEA[) (:cN5TF7,I,X.,'1 ION. LEAVE 5FA("-E FOF SEALIN6.MASONRY WALL. SEE PLAN FOR E)) A[)HEF.-'F EXPANSION STFIIPS TO AND HEAD. MA'T'E CERTAIN EXPANSION STRIP J) APDL 'r' SEALANT EVENL i' TO Tr -IF FULL DEF -,n -i OF ECL :)SES IN ACCORDANCE WITH T -IF REINIFORCINIrl PROVIDE LOWER EXTENDS TO SILL.APPLICAI"ION I"IANUAL ANP IN6TRU1.',J'jON5. HOCKED DOWEL mXI3TlW_, BOND BEAM. SET A FULL MORT4F JOINT, AFPLIED TO SILL. K) A I'lAXIMUM OF IoO 30JAi;'E FEET OF !-aLASS F3LOCK F'IA'T" 1,E INSrALLED IN ANY OFFNINC-4. P) SET LOWER COLIF-P3E OF E)LOC.,K. MAINTAIN A UNJF0!,?1-I JOIN f WIDTH OF 3/V PLUS OR MINUS FOR WIND SPEEDS LIF' TO 110 MF�kll, PEF: PITT613,Uf-.G; COF-ININ6 FoF;,, 113". ALL MORTAR JOINTS MUSr 5E FULL AND NOT ALL MOFTAR 5HALL. 5E N,,)rALLATION OF 6LAS5 BLOCK- -F _F - ------------ ---- L I DIFJLL 314'X,�,` MIN. HOLE T A RUE)E)EFI C.,R1,ITCH TIF-) 01� END Or TROWP�l TO TAP 5LOCK ltro POSITION.) DO NOT 3ET 31AR IN L -FOXY TrPE `51' OR "N". 5TEEL TOOL" I­IUST NOI' 5E U5ED TO TAP ELOCK,5 INTO POSITION. (PLACE EXPAN510N 5TFD.IF WWN AT PERIME ER T REALIC.fl\l, ["AP, OR Orl­IE��LU13E MOVE ELOCK, AFrEF INITIAL PLACEIMIENT. FOFJ. SOLID GL4 BARe CONT. WHERE TI 115 CONDITION CAP TO PR \35 -L. -1, EVEN'rr LE4,KAc�E E EZ TOP WITH MIN. 3' T _F OCCURS BLOC< IT NA'i' Ed" NEcF1_?5ARi' To UF)E U)EIDGE5 IN THE NORTAFPJOIINT�) OF IHE LOWER -OVER EVENT TI -1E 110*RTAR FROM r-.)1INc1 'S0UE7.E_/EL-.)1' OUT, C E5X,?' ETIBEDD!E'D INTO CcUfR515TO PRE- 1/4 Z -L - - 4 L: 0 -T EXISTING BOND DEA (2 F:)EFzl T E) INSTALL PANEL IN EVER'i' OTHIER MORTAF' BED q(_)F-)IZ(_)NTALLY AND IN JOINTS F.F IIIMEDiATELY AE')OVF AND E)ELOW ALL Of--1ENIN1(:,S WITHIN FANEL5. (THE 5AME SP/_\cINc1 ja. FANEL W 1: T 4 N C �11,0 F� (EVEN i_x_ I r—i-, -1 % I -�NEL ANCHOIR5 WI-1EN USED AT JAI*1��,�) ANE) HEAD;) IN' LIEU OF CHANNEL —X— TI -7- 7- /7- �1_ FILL C-1-1 L FULL HIPIC;HT W/ 514ALL AFIFLY T( F -PE INF0P..0 OF) C'1­­IA5E 51JF�FGUNU)(,').) FUN REINFORC'-N�-; GONTIN -NP OF PANE15. r UOI,6L i' FI`-�011 END TO P- 77, T_ r AIRINK c-IoUT. LAP REINFOPCINC, NOT LESS THAN 6 lNC',H'5 U101-4ENEVEF IT IS NECE�)'Af­r NON C�d A N J 0 1 N r'-') EN F O)R C I I r_I. INSTALL .. . ..... ... EMXF-�AN51c)N 5 rFi,[n N" I( - TO USE MORE '-- C, <-,) L T= 1) (3 E EXF) WIT14 I THAN ONE LENGT�-I. DO NOT L3F, _)EINFORCINCi AS FOLLOU.)5; - '22 F ,.< PLACE LOLUE[­� HALF OF I-10FTAF IN IPr:P joli,jj', F) NOT F,U F-FCW. 1-11 —/6EA! ANT tL __5 i - I5X6' 1_')IDED INTO ,EINFORCINCT INTO PLACE. EMiBEL T FF.ES5 F04NEL IP C) z, 111N. LA\F�' �)PLIC;F )7- 1 E/ISTIW:i FOOT N16 5X6' IN! CONC­ --ANEL R WITH UfDPEF 1- 2 -' COVER F -EIHFOF _74� BEE) AND TROWEL K FILLED CELL ,('INC -� HALF OF 11OR SmoorH, L -)o No FUFRow. LLJ/ �*7'H 1 N r- C-) iz:,:) C..'- I N,---:1 I- DPJLL 3/4',X(o�'MIN. HOLE F) FL4(,E FULL MOPTAF 5EP FOR JOINTS NOT EOUIRINCr FANEL FEINFr0FCIN(S - FX) NOT SET E}AR IN EI­jOXY PUPROW, 11AINTAIN UNIFOr �11 JOINT WIDN-1, '-(2) 45 REBAR. MIN, 31' 1 L N. L A' iz Ci) SET F)UCCEEDINCi COUP.6' OF 5F4GE AT HEAD OF PANFL AND JAME.6 MF)T k�,d �5 F�l LIC C., E _-�OVER 'A. WAY FE -MAIN FREE OF MORTAR. N C) T F: H) 5TFIKE JOINTS SI-10C)TH VILE '10FTAF 15 STILL 1­L/-\5TJC AND 5E_F0FE F-INAL SET, AT THIS 5EfF- C�L,/-\SS -_-�LOC'K TIME RAK.E OUT ALL 5EAL4NT TO A DEFTH L'OUAL TO THE: WIDTH OF I'Hr' SEALANT IN S T,/-\ I - L A T I C.) 1\4 IN 0 T E C), SAW CUT 5PACE5. REMOVE ��UF FLU5 MOF�rAR FROIN FACE') OF (:xLA50 �.*) AND WIFE DR'r E 7 C. TOOL JONTE) SMOOT' " I ANt) CONCAVE, f3EF0FE MIORTAF, T4i-,,FC? FINAL SET. (REMOVE L WEDC-IE6' FROM LOWER COURSES OF SOLID OLOCK�& AND PoiN - THE VOIDS WITH moRrAFZ) 1(110 triph FA5TEC5T WIND = 130 mph, 3 ")LEC, (,(.16T, `F�C TABLE P3012.13) r i C) N i(110 mph FA `TE5T WIND = 130 mph, 3 SEC. CiUST. ED ECTION AT i)F-EF-) PSUN [)4,r10N EXI,�:',TIN(', FcOTINC� FEe)C. TABLE 160�,.I.e),I) k SCALE: 3/41' = I'-01' SCALE: N.T.S. FILLE-7-c) crz-la_, L ;A! r: N.T,Fd, U/-Nl,qsco ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 WWWAal'15coengirreeting.cQui V) F_ Lu z T 0 V) !— u Lij Z z 0 CI u Z OL C0 F_ 10 ME BEST OF ME ENGINEER'S KNOWLEDGE AND BELIEF, IFI} SrRUCfURAL PLANS AND SPECIFICATIONS COMPLY WITH. 2007 FLORIDA RESIDENHAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION RJO I FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INFERNAL PRESSURE COEFFICIENr = !0,18) WIND ZONE tIlISDRAWIrlC3ArIL)CESICtIlSVALID FOR 12 MONTHS AFTER 41E DATE IT IS SIGNED AND SEALED. SIGNLD AND SEALED FOR TI IE 31RUCTUML PORTION OF MIS DRAWING ONLY. 2011 LEHNAR CORP. -THIS PLAN MAY NOT` BE I RLPRODUCED IN ANY MANNER WITHOUT WRITTEN - Ccr,sErir FROM LEPINAR CURPORATIC.DN. 401 I -THESE DRAWINGS AND DESIGNS ARE THE JQHr PROPER rY OF DAPISCO ENGINEERING, LLC MID THE CLIEN rON THIS PROJeCr. ANY REPRODUCTION UR UNAUTHORIZED USE IS PROIJUIED. REVISION: DATE CD 02-03.09 I.VJ 200/ FBCUFDAILS & RLVISLD DETAILS C/53, CC/S3 & K/S3 FOR 01 SLI 2'1 FROM SfF? 10-20-09 LU 0 08.31.10 > (D z 1.03 UPDAIEDFTAILK/54 04.13.11 a- Lu (Y- ck 2: > < J U Lr) L0 U-) T-1 V) F_ Lu z T 0 V) !— u Lij Z z 0 CI u Z OL C0 F_ 10 ME BEST OF ME ENGINEER'S KNOWLEDGE AND BELIEF, IFI} SrRUCfURAL PLANS AND SPECIFICATIONS COMPLY WITH. 2007 FLORIDA RESIDENHAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION RJO I FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INFERNAL PRESSURE COEFFICIENr = !0,18) WIND ZONE tIlISDRAWIrlC3ArIL)CESICtIlSVALID FOR 12 MONTHS AFTER 41E DATE IT IS SIGNED AND SEALED. SIGNLD AND SEALED FOR TI IE 31RUCTUML PORTION OF MIS DRAWING ONLY. 2011 LEHNAR CORP. -THIS PLAN MAY NOT` BE I RLPRODUCED IN ANY MANNER WITHOUT WRITTEN - Ccr,sErir FROM LEPINAR CURPORATIC.DN. 401 I -THESE DRAWINGS AND DESIGNS ARE THE JQHr PROPER rY OF DAPISCO ENGINEERING, LLC MID THE CLIEN rON THIS PROJeCr. ANY REPRODUCTION UR UNAUTHORIZED USE IS PROIJUIED. REVISION: DATE DESCRIPTION 02-03.09 I.VJ 200/ FBCUFDAILS & RLVISLD DETAILS C/53, CC/S3 & K/S3 FOR 01 SLI 2'1 FROM SfF? 10-20-09 1.01 RFVISELIDLIAIL r/5.3 08.31.10 1.02 Cr 10 STEEL 10.19.10 1.03 UPDAIEDFTAILK/54 04.13.11 1.04 REVISED W-M-DROPGABLEL)LIAIL VERSION NO. 1.04/04.13.11 1 C ,4A 2,5948 SAMUEL A. GREENBERG P.E. t1,34245 THUY Fl. HUY[\JFI, P.E. 060122 IRWIN J. BENSON, P.E. 049758 Xg. y EN E SEL: SHEET TITLE: RETROFIT DETAILS & NOTES rHEET INFORMATION: OB NO.: 290128 )ATE ISSUED: 02.03.09 )RAWN BY: DZ EVIEWED BY: m Figirm-110 W�w M-71 011 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 2x4 PT NOTCH - INTO STRINGER '1 3/4 x 11-. B VL 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING --i IL F2I 4 UNDER STRINGER GLUED ANDILED TO LANDING BLOCKING _ D \ -• - - --2x8 BLOCKING FOR STRAP r1 1x4 blocking 20" FLAT STRAP NAILED'rU RISER AND � THEN WRAPPED AROUND STUD - PLAN A EW SCALE: z" = V-0" HANDRAIL - SHAIL HAVE MIN. & MAX. HEIGHTS FROM TOP OF TREAD @ NOSING OF 34" & 38" HANDRAILS SHALL HAVE EITHER A CROSS SECTION DIA. BETWEEN 1-1/4" TO 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. CLEAR SPACE BETWEEN HANDRAIL & WALL SHALL BE A MIN OF 1-1/2" INCHES. (RE. FBC R311.8.6, 2007 EDITION) SCALE: N.T.S. i 11 2x4 SPF NOSING GLUED AND 111 NAILED MATCH NOSING ON � -- OTHER TREADS 3/4" RISER CUT TO FIT MAINTAIN BETWEEN. q" .I AND 1" GAP TOP AND P BOTTOM, GLUED AND NAILED TO STRINGER 2x4 sYP I b ockul. - A r 2x12 TREAD GLUED AND str pi! NAILED >\ r / Xz' �N = 2x4 LI DRQ F r � T S'r P -- 2x4 PT NOTCHED INTO STRINGER AND TAPCONED �-2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE II NOT TOUCH STRINGERS AT STRINGER CONTACT L _,.4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 'I x4 GLUED AND NAILED T -O STRINGER FOR DRYWALL SPACING " l N VIEW SCALE: z = 1' 0" I I I i STRINGER MUST MAKE FUL CONTACT WITH H LANDING I — I � I i I I _ I /r/_/ hill 1 IIII FLOOR -2x SYP CUT TO FIT JOIST - - FLOOR 2x12 SYP I y BEARS IN WALL 24 SYP ¢QHvrI- '1 3/4 x 11-. B VL 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING --i IL F2I 4 UNDER STRINGER GLUED ANDILED TO LANDING BLOCKING _ D \ -• - - --2x8 BLOCKING FOR STRAP r1 1x4 blocking 20" FLAT STRAP NAILED'rU RISER AND � THEN WRAPPED AROUND STUD - PLAN A EW SCALE: z" = V-0" HANDRAIL - SHAIL HAVE MIN. & MAX. HEIGHTS FROM TOP OF TREAD @ NOSING OF 34" & 38" HANDRAILS SHALL HAVE EITHER A CROSS SECTION DIA. BETWEEN 1-1/4" TO 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. CLEAR SPACE BETWEEN HANDRAIL & WALL SHALL BE A MIN OF 1-1/2" INCHES. (RE. FBC R311.8.6, 2007 EDITION) SCALE: N.T.S. i 11 2x4 SPF NOSING GLUED AND 111 NAILED MATCH NOSING ON � -- OTHER TREADS 3/4" RISER CUT TO FIT MAINTAIN BETWEEN. q" .I AND 1" GAP TOP AND P BOTTOM, GLUED AND NAILED TO STRINGER 2x4 sYP I b ockul. - A r 2x12 TREAD GLUED AND str pi! NAILED >\ r / Xz' �N = 2x4 LI DRQ F r � T S'r P -- 2x4 PT NOTCHED INTO STRINGER AND TAPCONED �-2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE II NOT TOUCH STRINGERS AT STRINGER CONTACT L _,.4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 'I x4 GLUED AND NAILED T -O STRINGER FOR DRYWALL SPACING " l N VIEW SCALE: z = 1' 0" I I I i STRINGER MUST MAKE FUL CONTACT WITH H LANDING I — I � I i I I _ I 2x4 CUT ON BEVEL - DOES NOT BEAR IN D D WALL GLUED TO 2x8 S TI SII '°A" SCALE: 1" = V-0" I --2x8 SYP 2x8 STRINGER MUST MAKE -SYP FULL CONTACT WITH LANDING I ! / - 2x SYP CUT r0 FIT /�J j'` BEARS IN WALL I ' 2x8 SYP _ -... I j r .; _` r___ __ / -T 2x12 SYP BEAR IN WALL L 2x6 SYP 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLUE-' 2x4 CUT ON BEVEL A f STRINGER CONTACT POINTS DOES NOT BEAR IN WALL - ALIGN THIS STUD WITH FACE OF 2ND RISER 2x12 SYP -- �_ SCAB 2x4 GLUED AND NAILED (EACH NOTE: HANDRAIL �,hALL PC 42" APV. END OF MFAr� N / SIDE) TO BOTTOM EDGE OF 2-x42 STRINGER % � I � ) f'IGrE'i5 NO u%)r'E THAN $" 0.6. —� 3/4" RISER CUT "f0 FIT i STRINGER MAINTAIN BETWEEPJ �" / AND 21" GAP TOP AND %— 111-= �`c —... BOTTOM, GLUED AND NAILED TO STRINGER r� l� 2x.4 BEHIND RISER V _.//_�� � I BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLIDED TO --2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP IrIUST NOT TOUCH STRINGERS 1 �i 2x4 BLOCKING FOR 2x12 _ 1 4-2x4 PT UNDER 2x12 % L -'PROVIDE MOISTURE URE ; PROTECTION ATTACH ALL COMPONENTS - vLV VI\IIYV / FOR STRAP I OF STAIR TO CONC. W/ n" X (SIMPSON TAZ15) 2" TAPCONS @ MAX. 32' O.C. BEHIND RISER ATTACH ALL COMPONENTS L --1x4 GLUED AND --- OF STAIR TO CONC. VV/ q" X NAILED TO STRINGER / 2 ^" TAPCONS Cu) MAX. 32" O.C. SCALE: V= V-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF /`r I - - / - -- _Y i TREAD STRINGER 1x4 GLIDED AND NAILED TO STRINGER CONN. TO BOTTOM -2x4 DRAFT - OF NEWEL POST !° STOP PER CONTRACTOR F -,2x8 SYP DRYWALL ' MUST NOT TOUCH STRINGERS :_J 2x4 SYP 1 BLOCKING I I- I, FOR -- _ 2x4 BLOCKING FOR 2x12 / STRAP I( T 2x4 PT UNDER 2x12 /1z��4 -FLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ONOR 1 a x 16" VL BELOW ALL NEWEL POST �- BEVEL GLIDED FROM JOIST TO JOIST. USE -..1 AND NAILED TO 2 X 12 BLOCKS, GLUED AND LVL NAILEDTO JOIST. CVVE- L SECTION VIEW 11D?l SECTION VIEW "Elf EC IO I E S "G,, B L(K1 - -- - SCALE: 'I' = 1'-0" SCALE 1 =VSCALE: i = V-0" SCALE: 1" =V-0" FILLER STRIPS ADDED --- -4" PLYWOOD - -- GLUED & SCREWED TO r— -�_ ----- _ PLYWOOD DECKING - r4 0 T E , -2x SYP CU'r TO FIT -- BEARS IN WALL 7� I j THESE DETAILS ARE NOT PLAN 1 =2x12 SYP 11"I BEARS IN WALL SPECIFIC. THEY ARE PROVIDED TO �gg �,� YOU AS A STANDARD TO CONSTRUCT BUS LL!A- ,,.sem" DETAIL I L j STAIRS. REFER TO PLAN DETAILS --_—_-_ --__— FOR RISE AND RUN INFORMATION. SCALE:. 1" = 1'-0" _ STRINGER -2x4 GLUED AND NAILED CTIO - SCALE: V'= V-01' -3/4 PLYWOOD ON DECK 2x8 SYP GLIDED /.J AND r J N NAILED T I , /, - FRAMING 2x4 SYP { 2x4 DRAFT BLOCKiN 2:112 STOP TREAD FOR ) / c,i f - TRAP f ;. GLUED - AND L / NAILED I I 1 1 2x. IF ' J I I I _'FI n_ Ili DR�\FT � r P 2x4 PT NO TCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR V'VITH GLUE NOT TOUCH STRINGERS AT STRINGER CONTACT -I K4 GLUED AND NAILED TO STRINGER POINTS FOR DRYWALL SPACING SECTION VIEW SCALE: z" = 1'-0" OFF. Pl(�IiNET ��'ALIN5- 2XbGAP 1 1/211 DRYWALL I 2 X 4 FRAME GOAL L NEWEL POST LET INTO THE BLOCK PROVIDE T— BLOCKING i,i 1 1 I I I —DRYWALL JOINT (DRYWALL TO COVER JOISTS) { -2X4 STUD NAILED AND LUED TQ TOP PLATE 7 J 2X4 CUT INTO RIM BAND, / GL.UED AND NAILED TO 'J BEARING WALL BELOW! _I /r/_/ hill 1 IIII i -2x SYP CUT TO FIT BEARS IN WALL - - FLOOR 2x12 SYP I y BEARS IN WALL 24 SYP ¢QHvrI- -� 2x4 PT NOTCHED INTO STRINGER I AND NAILED TO FLOOR WITH GLUE G.T. OR AT STRINGER CONTACT POINTS 2x4 CUT ON BEVEL - DOES NOT BEAR IN D D WALL GLUED TO 2x8 S TI SII '°A" SCALE: 1" = V-0" I --2x8 SYP 2x8 STRINGER MUST MAKE -SYP FULL CONTACT WITH LANDING I ! / - 2x SYP CUT r0 FIT /�J j'` BEARS IN WALL I ' 2x8 SYP _ -... I j r .; _` r___ __ / -T 2x12 SYP BEAR IN WALL L 2x6 SYP 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLUE-' 2x4 CUT ON BEVEL A f STRINGER CONTACT POINTS DOES NOT BEAR IN WALL - ALIGN THIS STUD WITH FACE OF 2ND RISER 2x12 SYP -- �_ SCAB 2x4 GLUED AND NAILED (EACH NOTE: HANDRAIL �,hALL PC 42" APV. END OF MFAr� N / SIDE) TO BOTTOM EDGE OF 2-x42 STRINGER % � I � ) f'IGrE'i5 NO u%)r'E THAN $" 0.6. —� 3/4" RISER CUT "f0 FIT i STRINGER MAINTAIN BETWEEPJ �" / AND 21" GAP TOP AND %— 111-= �`c —... BOTTOM, GLUED AND NAILED TO STRINGER r� l� 2x.4 BEHIND RISER V _.//_�� � I BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLIDED TO --2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP IrIUST NOT TOUCH STRINGERS 1 �i 2x4 BLOCKING FOR 2x12 _ 1 4-2x4 PT UNDER 2x12 % L -'PROVIDE MOISTURE URE ; PROTECTION ATTACH ALL COMPONENTS - vLV VI\IIYV / FOR STRAP I OF STAIR TO CONC. W/ n" X (SIMPSON TAZ15) 2" TAPCONS @ MAX. 32' O.C. BEHIND RISER ATTACH ALL COMPONENTS L --1x4 GLUED AND --- OF STAIR TO CONC. VV/ q" X NAILED TO STRINGER / 2 ^" TAPCONS Cu) MAX. 32" O.C. SCALE: V= V-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF /`r I - - / - -- _Y i TREAD STRINGER 1x4 GLIDED AND NAILED TO STRINGER CONN. TO BOTTOM -2x4 DRAFT - OF NEWEL POST !° STOP PER CONTRACTOR F -,2x8 SYP DRYWALL ' MUST NOT TOUCH STRINGERS :_J 2x4 SYP 1 BLOCKING I I- I, FOR -- _ 2x4 BLOCKING FOR 2x12 / STRAP I( T 2x4 PT UNDER 2x12 /1z��4 -FLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ONOR 1 a x 16" VL BELOW ALL NEWEL POST �- BEVEL GLIDED FROM JOIST TO JOIST. USE -..1 AND NAILED TO 2 X 12 BLOCKS, GLUED AND LVL NAILEDTO JOIST. CVVE- L SECTION VIEW 11D?l SECTION VIEW "Elf EC IO I E S "G,, B L(K1 - -- - SCALE: 'I' = 1'-0" SCALE 1 =VSCALE: i = V-0" SCALE: 1" =V-0" FILLER STRIPS ADDED --- -4" PLYWOOD - -- GLUED & SCREWED TO r— -�_ ----- _ PLYWOOD DECKING - r4 0 T E , -2x SYP CU'r TO FIT -- BEARS IN WALL 7� I j THESE DETAILS ARE NOT PLAN 1 =2x12 SYP 11"I BEARS IN WALL SPECIFIC. THEY ARE PROVIDED TO �gg �,� YOU AS A STANDARD TO CONSTRUCT BUS LL!A- ,,.sem" DETAIL I L j STAIRS. REFER TO PLAN DETAILS --_—_-_ --__— FOR RISE AND RUN INFORMATION. SCALE:. 1" = 1'-0" _ STRINGER -2x4 GLUED AND NAILED CTIO - SCALE: V'= V-01' -3/4 PLYWOOD ON DECK 2x8 SYP GLIDED /.J AND r J N NAILED T I , /, - FRAMING 2x4 SYP { 2x4 DRAFT BLOCKiN 2:112 STOP TREAD FOR ) / c,i f - TRAP f ;. GLUED - AND L / NAILED I I 1 1 2x. IF ' J I I I _'FI n_ Ili DR�\FT � r P 2x4 PT NO TCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR V'VITH GLUE NOT TOUCH STRINGERS AT STRINGER CONTACT -I K4 GLUED AND NAILED TO STRINGER POINTS FOR DRYWALL SPACING SECTION VIEW SCALE: z" = 1'-0" OFF. Pl(�IiNET ��'ALIN5- 2XbGAP 1 1/211 DRYWALL I 2 X 4 FRAME GOAL L NEWEL POST LET INTO THE BLOCK PROVIDE T— BLOCKING i,i 1 1 I I I —DRYWALL JOINT (DRYWALL TO COVER JOISTS) { -2X4 STUD NAILED AND LUED TQ TOP PLATE 7 J 2X4 CUT INTO RIM BAND, / GL.UED AND NAILED TO 'J BEARING WALL BELOW! _I /r/_/ hill 1 IIII Z w p �' cn - - FLOOR - -- J �w�o� ¢QHvrI- -� n I - G.T. OR L lj 'MEET INFORMATION: 7 - Ln AND NAILED TO /�l 1 3/4x -^ �- I 16" LVL L� STOP (/ /T/: vo�o/// I 2X4 CUT ON BEVEL GLUED MAILED T LVLAND 2x4 BLOCKING r/111Z/ I I - 1 NOTE: 2x8 DRYWALL STOP NOT SHOWN 2-2x8 A SYP BEAM BEARING 2xII IN WALL SYP GL UE - AND NAILE1 TO FRAM1 ,G --DRYWALL JOINT ' (DRYWALLTO TL- COVER JOISTS) '_� SCALE: i" =-I' - 1__� 2 -0" STAIR" 0'' DETAILS - — L — FED (IF 11X17 REDUCE SCALE .5) SCA.E LE: AS NOTED 2X8 BLOCKING FOR NEWEL POST 1-O ANCHOR TO. (GLUED AND (JAILED) -FLOOR TRUSSES WOOD PIC,<ET5 5FAGED Q ^-" C.IG 6UARDRAII_:5 SHALL. _9E APOUATE IN STRENGTH, MrT A51LIT'Y AND ATTACHED AS DESGRIDED IN SEGTIOIN r�512 2, FRr, 2007 ��F'1 IIc'�N�L F;`1r f',�T DETA ,_ GUARD AND HANDr0AJL NOTES �'i GJA .L P .WIN f G _II IT�,TION�, r_,• FO JI LTD IJhr.T. OI I (7F :1\l : IC>1-� Or cif\II"/IA,'f5, nA15c�J F! CJOF A D F Jr.c,H r . . _.. � SHALL HA,\/E r L L i_ INT r M_DIAr- FI A L_ �)F. C)I?Fl�-v,Mr'IvT�-,I CL<�>UA;F::a Wr•IIC,rI CJO NC7'1" ,^-+I_l.OY`{ F''A5SA(-iL: OF ,1 5P1_IERE -4 002 r-nrei) O`?MORE IN DIr1METER. EXC,EPTI0N5: I. THE rr,. ANC1A.Ar'. OT'ENI JCJ= F'0IRMF0 L;Y THE R I )Ef`, TFRrFHAE7 AND 507r0i,1 RAIL. OF A (DARE) ,AT TnE OFEN 51DI- OF A 5TAIRNAY ARE FL'1'.AJTTrE) 7c`) DE 0F SIJGH P, 51ZE THAT A 5PHERE 6) INCHES (152 m(n) GA'NN!OT r S ; rl-,r"'..OUr 2. OFENIN05 FOR RECRUIRED 6:;IJARE05 ON THE SIDES OF STAIR Tf2EAD:. SHA,_L No -F AI _01,J A SFH1=R =k -5/f3 INC.HE5 (I0"7 atm) TO FA55 7HF2OU6H. H ANE RAiL5 F(:X? .5TAIF" NAYS 5HAL 5H (�ONTINUOU5 FOR THE FULL. LENGTH 01- THE FLIGHT, A POINT r:1IR GTI_Y A30VE- THE TOF F'I5E� OF THE f=I _IG II' To A POINT F_)I RE-CTL`I' AE-30'VE Loy\IEST R15E-F OF THT_: F"LI(,vHT. H, -hi\ E)FAIL ENCJ5 E,rIALL EAE RETURNED Oi? 5HAI_L TERIMINATE IN NC'NEIL Fvo5T5 OR 5A+ ET -r' TERMINALS A� PEI , rRG 200-1 F,511.5.6b.2 . 4 H111Pv1DF2,A\11_ CRI% °SIZE SHOULI: 5r- IN C.ONF-ORIII=0NCGE KITH F°F,G 200-1 GALT. OTb-II R52 FARTS OF" STAIF: SHOULD D -E IN G0Nr_-0R:h-fANC WITH FkF (', :200- 17511.5 i C L k ENGINEERING, LLC P.O. 80X 3400 Apollo Beach Florida 33572 p. 813.64: 0166 f. 8 13.645 9698 www,danscoetigineering.com 9 Ly 0 hill 1 IIII Z w p —3/4 PLYWOOD ON DECK cn 2 M �pLJ r-� J �w�o� ¢QHvrI- -� n I - 2x8 SYP GLUEDn`TT7` L lj 'MEET INFORMATION: 7 - Ln AND NAILED TO /�l EVIEWED BY: TH 2FRAMING x4 DRAFT L� STOP (/ /T/: vo�o/// I 2x4 BLOCKING r/111Z/ I I - 1 NOTE: 2x8 DRYWALL STOP NOT SHOWN 2-2x8 A SYP BEAM BEARING 2xII IN WALL SYP GL UE - AND NAILE1 TO FRAM1 ,G --DRYWALL JOINT ' (DRYWALLTO TL- COVER JOISTS) '_� SCALE: i" =-I' - 1__� 2 -0" STAIR" 0'' DETAILS - — L — FED (IF 11X17 REDUCE SCALE .5) SCA.E LE: AS NOTED 2X8 BLOCKING FOR NEWEL POST 1-O ANCHOR TO. (GLUED AND (JAILED) -FLOOR TRUSSES WOOD PIC,<ET5 5FAGED Q ^-" C.IG 6UARDRAII_:5 SHALL. _9E APOUATE IN STRENGTH, MrT A51LIT'Y AND ATTACHED AS DESGRIDED IN SEGTIOIN r�512 2, FRr, 2007 ��F'1 IIc'�N�L F;`1r f',�T DETA ,_ GUARD AND HANDr0AJL NOTES �'i GJA .L P .WIN f G _II IT�,TION�, r_,• FO JI LTD IJhr.T. OI I (7F :1\l : IC>1-� Or cif\II"/IA,'f5, nA15c�J F! CJOF A D F Jr.c,H r . . _.. � SHALL HA,\/E r L L i_ INT r M_DIAr- FI A L_ �)F. C)I?Fl�-v,Mr'IvT�-,I CL<�>UA;F::a Wr•IIC,rI CJO NC7'1" ,^-+I_l.OY`{ F''A5SA(-iL: OF ,1 5P1_IERE -4 002 r-nrei) O`?MORE IN DIr1METER. EXC,EPTI0N5: I. THE rr,. ANC1A.Ar'. OT'ENI JCJ= F'0IRMF0 L;Y THE R I )Ef`, TFRrFHAE7 AND 507r0i,1 RAIL. OF A (DARE) ,AT TnE OFEN 51DI- OF A 5TAIRNAY ARE FL'1'.AJTTrE) 7c`) DE 0F SIJGH P, 51ZE THAT A 5PHERE 6) INCHES (152 m(n) GA'NN!OT r S ; rl-,r"'..OUr 2. OFENIN05 FOR RECRUIRED 6:;IJARE05 ON THE SIDES OF STAIR Tf2EAD:. SHA,_L No -F AI _01,J A SFH1=R =k -5/f3 INC.HE5 (I0"7 atm) TO FA55 7HF2OU6H. H ANE RAiL5 F(:X? .5TAIF" NAYS 5HAL 5H (�ONTINUOU5 FOR THE FULL. LENGTH 01- THE FLIGHT, A POINT r:1IR GTI_Y A30VE- THE TOF F'I5E� OF THE f=I _IG II' To A POINT F_)I RE-CTL`I' AE-30'VE Loy\IEST R15E-F OF THT_: F"LI(,vHT. H, -hi\ E)FAIL ENCJ5 E,rIALL EAE RETURNED Oi? 5HAI_L TERIMINATE IN NC'NEIL Fvo5T5 OR 5A+ ET -r' TERMINALS A� PEI , rRG 200-1 F,511.5.6b.2 . 4 H111Pv1DF2,A\11_ CRI% °SIZE SHOULI: 5r- IN C.ONF-ORIII=0NCGE KITH F°F,G 200-1 GALT. OTb-II R52 FARTS OF" STAIF: SHOULD D -E IN G0Nr_-0R:h-fANC WITH FkF (', :200- 17511.5 i C L k ENGINEERING, LLC P.O. 80X 3400 Apollo Beach Florida 33572 p. 813.64: 0166 f. 8 13.645 9698 www,danscoetigineering.com 9 Ly 0 EV9M R SEAL ,' N Z w p cn 2 M �pLJ r-� J �w�o� ¢QHvrI- -� n < 2 n Z C7 STAIR DETAILS L lj 'MEET INFORMATION: ��U Ln OB NO.: 290128 Ln Lij Cil z O Q _w Z 0 Q u CL TO TI IE [TEST OF THE CNGINEER'S - KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING COUE (INCLUDING 2009 SUPPLEMENT), SECTION 8301 FOR 120 MPH, 3 SEC. GUS r, EXPOSURE "C" ENCLOSED (IN IERNAL PRESSURE COEFFICIENT = ±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AF.TLR THE DATE 11 IS SIGNED AND SEALED. SIGNEU A HD SEALED FUR THE STRUCTURAL PORTION OF THIS DRAWINGONLY. 2011 LENNAR CORN. -THIS PLAN MAY NOT BE� REPRODUCED IN ANY MANNLR WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION 201 I-TIIESE. DRAWINGS AND DESI1_5rIS ARE THE JOINT PROPERTY OF DAPISCO ENGINEERING, LLC AND THE CLIENT ON IHI' PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBIILD. REVISION: DATE DESCRIPTION 02.03-09 1.00 200/ I 11C JPDAIES 2. RL` IM) DETAILS C/SJ CC/53 A. K/SJ FOR WALL OFF SET 2 FROM SrFP 10-20-09 1.01 RLVISED OFTAIL rm 0'.31.10 ]w cmuSILLL 10.19.10 1.03 UFDAIC ULIAII K/S4 04.13.1 1 1.04 kLVISLU TION DROP CA81F DETAIL VERSION NO, 1.04 /04,13.11 C 25948 EV9M R SEAL ,' SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, t P.E. 1160122 J IRWIN J. BENSON, P.E. #49 7a8 x 1ar� EV9M R SEAL ,' t STAIR DETAILS 'MEET INFORMATION: OB NO.: 290128 )ATE ISSUED: 02.03.09 )RAWN BY: DZ EVIEWED BY: TH ks required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building ;ornponents listed below if they will be utilized an the construction project for which you are applying for a building permit. We recommend you contact your oval product supplier should you not know the product approval number for any of the applicable listed products. Cate o /Subcate n 1_ EXTERIOR DOORS Manufacturer Product Des�cri tion �`a 3rovail Nums;ber Test Pressures A. SWINGING Plastpro Inc.! Nan a Plastics Distinction_ Fiberglass Entry Doors F_L6 8r -R1 FL10852 -1- 65.0f-65.0 psf RS300 FL822-R1 ThermaTru Smooth-Star/Fiber-Classic FL8838-R1 --- +55.01-55.0 psf Fill FL10456 Therms cru _ Smooth_ Star/Fiber-Classic FL 12441 H2.5� t 47.01-47.O_psf B. SLIDING General Aluminum Company Series 4201430 FL12274 Hurricane Tie +40.0/-40,0 psf C. SECTIONAL Clopay Building Products - Residential WndCode Doors VV5 (8X7) -- FL5675-R3 L8 F17 -R1 +30,01-32,X1 psf FL•10441 Holddown Clopay Building Products Residential 1AAndCode Doors VV5 (16X7) FL5675-R3 FL11473 +3102/-31).0 psf HTA16 T (useuit) windspeeds over r20mpt) Iding Products _ Residential WndCode Doors W6 (8X7) -�`- FL5675-R3 - +37.01-4.1.0 psf H 2'10-2 (use(J it) wind-5peedsover 120inp7h) Clapay Building Products Residential WndCode Doors t11i6 (16,X7) FL5675-R3 +37.01-37.0 psf Embedded Truss Anchor prescriphv0 requiramauls of IBC 3adpcn t t0.. L9 Br16C Amarr Garage Doors Model #500 Classica (8x7) FL.5427-R2 Heavy Skewed U Hanger +40.11-47.4 psf - HT -S16 Amari Garage Doors ^- Model500_ Classics�6x7._`- FL542I-R2_ F 8 L 2 0-RZ -+�8_.4f-_. r�s_ FL10456 Heavy Truss Strap Amarr Garage Doors Model #1600 Stratford (8x7) FL5302-R1 FL11496 FL11496 +40,11-47.4 psf _ F-ITT16 - HTT22 FL821-R'I FL821-R'1 Amarr Garage Doors Model #600 Stratford (16x7) rFL5302-R1 ---�- - x-38.4/-43.7 psf D. OTHER Joist Hanger - Joist Hanger HUS412 -- FL821-R1 HUSC412 FL10655 Joist Hanger luwerudguthat hoolcsinto line upper edgootthelu"arcoufso, roufiny nails spaced 6 incheu (152 trim) on centior. Tho IF, FL10067J TF I -Joist Hang -- - THO 2. WINDOWS FL1053*1 - I -Joist Hanger THF FL815-R1 LGT2 LSSU210-2 LSSU28 T- LSTA12 -� A. SINGLE HUNG General Aluminum Company Series 1550/1570 _ ^ - FL14412 - +47.2/ - B. HORIZONTAL SLIDER General Aluminum Company General Aluminum Company Series 1900/19707 i _ 2800 Series FL_12968 FL12989- -_ +40.0/--40,1) psf +40.01-40.0 psf C. FIXED General Aluminum Corrjpany _ Series 1550/1570 - FL13199 LTS 12 +40.01-40.0 psf - Twist Strap LTVV12---�-- General Aluminum Company Series 1900/1970 FL13199 Twist Strap +40.01-40.0 psf_ D. MULLION General Aluminum Company _-_ - 1445, 5347 and 5547 Vertical Mullion LTVVI 8 N/A E. OTHER�- LTVV20 -�- _FL8905--R1 FL11496 - -- FL82-2-- I LTT20B FL11496- --LTS19 Tension Tie LTS20B __ ____• 1_ FL.822 -R- 3. PANELWALL Joist Hanger JUS26 �7_-R FL8z1-R1 LU S414 FL10655 A. SIDING Alside Coventry Vinyl Siding-- _W FL12103 Masonry Bearn Hanger +86.51-86.5 psf B. SOFFITS Kaycan Ltd. 12'716" Vented Soffit _ FL12199 FL859-R1 +70.01-7_0.0 psf C. OTHER MU�T-15 -- --- FL11910 MST48__ _ ..� FL'i 0852 Stra p Tle KST248 FL822-R1 MST60 FL10852 _ Strap Tie KST260 - FL822-R1 4. ROOFING PRODUCTS Stat Tie for Masonry P nr y _ MTS'l2 ..__ - -- A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 and AR', XT30 (and AR) FL5444-'R2 r N/A B. UNDERLAYMENTS MTS18- Fl_10456 Twist Strap MTVVI8 _ FL820-R2 C. ROOFING FASTENERS Twist Strap MTVV20 _- FL820-R2- MTS30 �..._, FL10456_ D. ROOF VENTILATORS Southeastern Metal Weather Vent � � Fl -111024 - w Tension Tie N/A F1Pz�- R1 PA51 Florida Metai Products, Inc Vent RV10 � - F1.2J_75-R4 FL816-R1 N/A E. ROOFING TILES SPT22 - � � � Stud Plate Tie Stud Plate Tie_ -"--- F. ROOF TILE ADHESIVE FL10655 Face Mount Joist Hanger -- -� _ ET - u _.__ G. OTHER HID D Titers FL2355 R3 Titan Anchor �r 5. SHUTTERSA. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels _ _ FL722-R2_�- +103.01-103,0 p sf Alufab Galvanized Steel Storm Panels -_- FL 4804-R2 +104.01-104.0 psf 6. STRUCTURAL_ - -' --------T�` COMPONENTS --_-__ A. WOOD CONNECTORS/ Simpson Strong -Tie - see chart ANCHORS USP Structural Conn. _ see chant_ -_- B . TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197-R3 NIA C. ENGINEERED LUMBER Boise Eng, Wood Prod. T Versa -Lam SP FL1644-R2 �N/A Boise Eng. wood Prod. _ Wood kJoists A_LLJOIST - 1=111545-R2 D. MATERIAL FECP CoT. (Cast -Crete) Hi h Steen th Concrete Lintels FL158-R3 _NfA Wekiwa CP Pre -cast and Pre -Stressed Lintels FL1418-R2----�_ _N/A N/A Lott's CP Lintel _ FL12045 NIA Commercial CP Precast & Prestressed Engineered Corte. Lintels FL1774-'R2 _ N/A Powers Steel Inc Power r Box Lintels Fr '� L �_64•R'1 _ NfA The products listed below did not demonstrate product approval at plan review. I understand that at the tmeof inspectionr _ of these products, the following information roust be available to the inspector on the Jobsite- 1) copy of the product approval, 2) the performance characteristics which the product vlias tested and certified to comply with, Sl copy of the applicable manufacturers installation requirements. Further I understand these products may have to be removed if approval cannot 17e demonstrated during inspection. APPLICANT SIGNATURE DATE Simpson USP Cross Over Shari with Florida Product Approval R1umbers n Produc Number _34 Florida Product Approval Number FL10446 �- Product Description Framing _ 1E Florida Prod uctSi73�s USP Protuct NufitieApproval Number MP_34 FL822-R1 ABU44 - FL10849 - Adjustable Post Base - _ PAU44 FL56_9-R3 CS22 _ FL10852 Coil Strap Tie - RS300 FL822-R1 H3 FL10456 Hurricane Tie 007 p .graph 111011.9 ind 1,`10; 13, Plus Florida Re .denCial Code 2007 paragraph ____ -' __ Fill FL10456 Hurricane Tie RT16 FL565-R3 H2.5� FL10456 Hurricane Tie RT7 FL565-R3 H6_ FL'I 0456 Hurricane Tie LFTA6 T FL820-R2 _ HCP2_ FL10447Hi _p Corner Plate Connector HHCP2 L8 F17 -R1 HDQ8-SDS3 FL•10441 Holddown UPHDr3 FL817-R1 HETA*16 FL11473 Embedded Truss Anchor HTA16 T _ FL821-R1 _ HETAf20 FL.11473 - Embedded Truss Anchor HTA20 F-1-821 -R1 H 2'10-2 FL11468 Truss Hanger _ THDH210-2 FL821-R1 HHETA40 FL11473 Embedded Truss Anchor prescriphv0 requiramauls of IBC 3adpcn t t0.. L9 Br16C -- -� HSUR/L410 FL -10655 Heavy Skewed U Hanger Florida License No. 19354 firs; 090101`105 - HT -S16 FL10456 _ Heavy Truss Strap --- -- H TWT6 F 8 L 2 0-RZ 9✓ITS20 FL10456 Heavy Truss Strap HTVV20 _ FL820-P-,2 -- HTT16 HTT22_ FL11496 FL11496 HD/Tension Tie HD/Tension Tie _ F-ITT16 - HTT22 FL821-R'I FL821-R'1 HUS410 FL10531Joist - Hanger - -- 11US410 FL821-R1 HUS412 _ HIJSC410 FL10531 - FL10655 Joist Hanger - Joist Hanger HUS412 -- FL821-R1 HUSC412 FL10655 Joist Hanger luwerudguthat hoolcsinto line upper edgootthelu"arcoufso, roufiny nails spaced 6 incheu (152 trim) on centior. Tho IF, FL10067J TF I -Joist Hang -- - THO FL815-R1 lUT _ FL1053*1 - I -Joist Hanger THF FL815-R1 LGT2 LSSU210-2 LSSU28 T- LSTA12 -� FL11470 FL10447 IFL,10447 F -L 10852 _ Light Girder Tiedown Slopable/Skewable Hanger Slopable/Skewable Hanger Strap Tie _ LUGT2 LSSH31 _ LSTA12 _ FL817-R1 FL816-R1 FL816-R1--- LSTA18 --- FL10852 Strap Tie �- L STA18 FL 816-R1- LSTA30 _ FL10852 Strap Tie _ LSTA30 FL816-R1� LSTA36 - - FL'10852 Strap Tie - LSTA36 FL816-RI LTS 12 FL10456 - Twist Strap LTVV12---�-- FL820-R2 - LTS16 FL10456 Twist Strap L 116 FL820- s LTS18 FL10456 Twist Strap LTVVI 8 -- F 82 -R2 LTS20_- FL10456 Twist Strap _ LTVV20 FL820-R2 � LTT19 FL11496 Tension Tie -- FL82-2-- I LTT20B FL11496- --LTS19 Tension Tie LTS20B __ ____• 1_ FL.822 -R- LUS26 FL10655_ Joist Hanger JUS26 �7_-R FL8z1-R1 LU S414 FL10655 Joist Hanger JUS414 -� FL821-R1v 1113HA,3.56/11.88 FL10866 Masonry Bearn Hanger NFM35X1178U FL578-R2 META22 W_ FL11473 Embedded Truss Anchor HTA24-18 FL859-R1 MGTFL1 1470 - Medtum Girder Tiedewn MU�T-15 -- --- FL11910 MST48__ _ ..� FL'i 0852 Stra p Tle KST248 FL822-R1 MST60 FL10852 _ Strap Tie KST260 - FL822-R1 iMSTAM36 FL11473 Stat Tie for Masonry P nr y MTS'l2 ..__ FL10456 Twist Strap MT0112 _ FL820-R2 MTS'l6 _ FL10456 _ Twist Strap p WWIL820-R2 F MTS18- Fl_10456 Twist Strap MTVVI8 _ FL820-R2 MTS20 -_ FL10456 Twist Strap MTVV20 _- FL820-R2- MTS30 �..._, FL10456_ T_wist Strap lTl30 FL820- R2 w Tension Tie MT327B F1Pz�- R1 PA51 R1 1476 Foundation Strap TA51 FL816-R1 SP1 _ FL10456 _ Stud Plate Tie SPT22 - FL817-R1 SP2 FL10456 SP4 -M ---tFL10456 !� Stud Plate Tie Stud Plate Tie_ SPT24 S PT4 - -F _ FL817 R1 L82 1 --R'1 U24-- FL10655 Face Mount Joist Hanger -- -� _ ET - u _.__ _ FL11506 Epoxy HID D Titers FL2355 R3 Titan Anchor �r 717-VAF3-3747 Fax. % 17• P46•036:5 HR Engineering, Inc. 1rll8 E, Market St., Suite B York, PA 1740':. 21 )auuaty 2009 717-H4ri-3747MR ill=:rxliraeerira inc. 1418 E. Market St., Suite B York, PA '17403 'lied Beutian, P.H.- Florida Buildin& Code �Ommi ;ion Ted Berman and Associates. LLC. V25 4151; hCor, Suite 10.1 til ia,tli Beach, Florida 33140 RE: Cortif!cation of lndbpondehtlle DeA pit. Berman; LG Installing soffit and -fascia Please note: Although vinyl aoffifs are nlantifecitned with the same exacting standards as all vinyl products; UV Inhihltofs are not added to tie vinyl fonlru]at ell as ;otfit:; ale not exposed to direct sur llght. For this reason, vertical or horizontal - t' Inslalla.lon of setons on nails is not recommended arid canoet be guaranteed. Installing trim - Option A Nihon finds is appl'ad wililoul exposed nailing. ,' ..� P/Illi v' an t,av i �ecute F-dtunn_I •� " �r • ,3 to theexleliorof f t , ra�.la with the top leg resling aga!nsl lie bottom of the board Secure F -channel on wall, lovol'rr!th the F -channel oil tha fascia. `Plita closed euro. Use a )-channel in place of the F -channel at the vial!. Socure all channels every 12' on center, in r alar of rlu ole. Installing trim - Option B Nlhen soffit wily is applied, or when larch panel is secured to underside of wood fasda With open eave. Secure F -charnel to Ilia war! and to the inside of (Ile fascia Wald, level vrith each other. Cut out back of channel to fit around jolters, if needed. lNth closed eavu: "Substitute J (;Nmnels for Ilse F -channels. Secure all channels in One carrier of One nail I19N,12" on center. Iw,tziliiny soffit I. Mcasuro Ilia distance between the ins''tlo of the inside and out.idu trims. Allow 114 per side for expansion and cut the panels to length Insert panes Into bins. For eaves over 16" In width, you will need to install intermediate nailing support,, to keep the w1fil from sagyi ng. 2. Interlock pane Is is you would vertical siding. Closed soffit can he secured every 12' on c nlcl 3. When fascia panel is not being app"cd use an F -channel or J•dlannel al comers of Ole daefh rng to pfulierly finish the Installation. 4. When sr l ^ ft, meetatacura, the. e. ant ballIl c her be d:u'on•,I nl < Ilo..tcd vI sc vale -1 n I , .0 n l.0 1 . ' V I ,.r.fl,l boot malhods'a , r , channel { } are node with d ,hannel er H,channel. 1`4r_k Tliornpsofl, Produra Manager- Siding&, Metals face outward hlsfaJ corner riaF / o 4sociatFd Msaerials, L:LC C. ( :1773 Statel?oad __ www.ic(Les,oLt1 I (80U) 423-6587 1 (562) 689-0543 A Subsidkiry of the L)tarrtational Code Councip Ctlya}lo 1a Falls, C)hie 046223 4.0 INSTALLATION 12f:: Fioride Evaluation, Coventry Vinyl Siding, FBC 2007 A+ DtUar h4r. •1'horrlpson; x The followin Associated lvlaterialt; vinyl ';iding, product; C o- cr try has been tested and installation of the sMing, inCluding ilia panel;, corners, darter a alvn d in cnnfoain trice with ASTNI +I rJ 3679-05 a ri quircd by Florida Building C odc strips, t i r - - p r rn arid udlei accessory itcrns, snail he In accordance 007 p .graph 111011.9 ind 1,`10; 13, Plus Florida Re .denCial Code 2007 paragraph I• Lt�,J `� 70; .11 StIUC;[ufal testing to A �STi%i D 5206 t requlrtd by A a `1 B :679. was donna a[ r•`v ?;5n irc;hHe ural Tr emg, inc.and is reported in 77945.01-109-401 ail(] '^2537.01-109-40. belwean tile manufucturiYu published ln;tUllation hi5truellans "Fasting was d:.lnr for Alslde, Inc., which is owned isyl A.:;sociatiA Materials, I IX'. u. Coventry vitl}'1 ,sidin, is produced in 5 C' infiourations, ).}GUI.,1;' j" 1-)itjol' 1,' Lit ,Itchla rnanuroclurer's pubtlshed Instel!alion insttuciions ,hall be on Dcuhele rt.", llotible 4" Dltt(:Ill=lp, and '1'ftpte S"; alt with a th,Cktfe,;; of 0.042" A the• jobsitu at LO times during instollutien. $,nonk,thcniifig featufe of t}1Ci Product is lila'' it. has S `folleld edge nail r!t. rf!", whleh for'nis a Solid shoathfng and a ;+rater-reslstive barrier ;hall co double thickness at the nail hc:m edge. provided behind the siding, as required by ilia applicable 1 have ;,clforrued a ui' rational and c0nlparative analyScs On this prC,duct, coca. which includes the Inundatory ra;cluircrne33t8 of AnnOx A1.21 in ASTM D 3679 _ - 7fircallatiotl rilu.it he over 5/8" ITltlnfillin n'all.ablil sheathing Or I/z" inlnitimill plywood. requiremenla Of Ilia applicd0la cede. Sea Sediun 4.2 for fnstallation f.`.,:;terlers intast be rootin; nails with 3/8" diameter head, 1/8" diameter shank, applications In excess 0f lU prer.n 1u,r. re tna t�nis or and a fniriillitifn longth of 1-S/8". Tlia allowable design wind presser;. -s for all 5 where ilia applicable code does not provide p,eser;ptivo QQ1ltip1ration5 incl'udiflg Doubler i", [7qulile ,)„ Dutr,lilap, hour le, =4", Double a" requirements. ;. i:iutcillapr.arld Triple 3" are +l-173 psf for 8" stud spacing, 7!•.115..3 p.,.t for 12" stud 4.2 Wind Roslstace: I acink, and +/ &a r t psf for 16" ted sI asiug. In Ord21 to achieve these pre:srures, all, �c^,In veirid fre slrFs must nc determined ,er In ar.r urdarce stutJs must iw ye, rcoils,itr then, and all nn„11S IfPJst be in stuck. with Chapter 16 of the IBC, SBC, UBC or BNBC or ';schen he above unh es dart be con pared directly to tile, required 1:^ind load_; u1 (.hap€er IF of 301.2. 1.1 of tho IHC. In areas where; rho. baaicveirtd spaed (3- tl1.' Florida Building Conde. 1 trust that this iirfornlation is sufficient for the project iii socond gust do riot exceed VA u7ph (45 rills) 140 miles per lf thio[; ars any questials abnnt this report, or if any(hing additional is req if d, 1)1; as hour (36 vols) (fastest mile) under Ilia UP, -'J, arid the building adv;;e file, height is fess than or equal to 40 feet (12 1.92 runt) in Sincerely Exposure C areas, In_#alatlon must comply v.Ah the yours; prescriphv0 requiramauls of IBC 3adpcn t t0.. L9 Br16C • 'Fund rosiutanca Sect!cn 1400.3.3, SBC Skcdon'110d) or UL30 Suction 1405, Stntcru« .1 Er .neer - Ai`lI :ani as applicable. Florida License No. 19354 firs; 090101`105 In jurisdictions enforcing dlo-11 W, inMalintirn ,nuch curnply .w 1 .irr.V�gwY :2oa� �.I elastic, matnrial on the underuicle of exteriur roof eaves 717-H4ri-3747MR ill=:rxliraeerira inc. 1418 E. Market St., Suite B York, PA '17403 'lied Beutian, P.H.- Florida Buildin& Code �Ommi ;ion Ted Berman and Associates. LLC. V25 4151; hCor, Suite 10.1 til ia,tli Beach, Florida 33140 RE: Cortif!cation of lndbpondehtlle DeA pit. Berman; LG Installing soffit and -fascia Please note: Although vinyl aoffifs are nlantifecitned with the same exacting standards as all vinyl products; UV Inhihltofs are not added to tie vinyl fonlru]at ell as ;otfit:; ale not exposed to direct sur llght. For this reason, vertical or horizontal - t' Inslalla.lon of setons on nails is not recommended arid canoet be guaranteed. Installing trim - Option A Nihon finds is appl'ad wililoul exposed nailing. ,' ..� P/Illi v' an t,av i �ecute F-dtunn_I •� " �r • ,3 to theexleliorof f t , ra�.la with the top leg resling aga!nsl lie bottom of the board Secure F -channel on wall, lovol'rr!th the F -channel oil tha fascia. `Plita closed euro. Use a )-channel in place of the F -channel at the vial!. Socure all channels every 12' on center, in r alar of rlu ole. Installing trim - Option B Nlhen soffit wily is applied, or when larch panel is secured to underside of wood fasda With open eave. Secure F -charnel to Ilia war! and to the inside of (Ile fascia Wald, level vrith each other. Cut out back of channel to fit around jolters, if needed. lNth closed eavu: "Substitute J (;Nmnels for Ilse F -channels. Secure all channels in One carrier of One nail I19N,12" on center. Iw,tziliiny soffit I. Mcasuro Ilia distance between the ins''tlo of the inside and out.idu trims. Allow 114 per side for expansion and cut the panels to length Insert panes Into bins. For eaves over 16" In width, you will need to install intermediate nailing support,, to keep the w1fil from sagyi ng. 2. Interlock pane Is is you would vertical siding. Closed soffit can he secured every 12' on c nlcl 3. When fascia panel is not being app"cd use an F -channel or J•dlannel al comers of Ole daefh rng to pfulierly finish the Installation. 4. When sr l ^ ft, meetatacura, the. e. ant ballIl c her be d:u'on•,I nl < Ilo..tcd vI sc vale -1 n I , .0 n l.0 1 . ' V I ,.r.fl,l boot malhods'a , r , channel { } are node with d ,hannel er H,channel. r ; ... 1. , - Giayohal trim use.-¢*�- ti �a- ' n a r" r. 3(roiyht trial use .cParava; rlt^;mt ICC -C -S Et7aluatiun Report ESR -1495 face outward hlsfaJ corner riaF / o r?eka;ctad Ploveirhar 1, 2008 C. ( f� __ www.ic(Les,oLt1 I (80U) 423-6587 1 (562) 689-0543 A Subsidkiry of the L)tarrtational Code Councip r DI /ISI )N: 7-= r 0 rHERMALQt1D hiUlSl'UR`c PRO'CE.T!OD. 4.0 INSTALLATION Section: 07460--SIdh:9 A+ x Cptirn;; installation of the sMing, inCluding ilia panel;, corners, darter �.- strips, t i r - - p r rn arid udlei accessory itcrns, snail he In accordance KAYCAH LTD. I• Lt�,J `� >,W r•`v ?;5n RICHFORD, VERMONT 05476 belwean tile manufucturiYu published ln;tUllation hi5truellans a ti!• u. UpOun 0 rnanuroclurer's pubtlshed Instel!alion insttuciions ,hall be on r ; ... 1. , - Giayohal trim use.-¢*�- ti �a- ' n a r" r. 3(roiyht trial use .cParava; rlt^;mt ICC -C -S Et7aluatiun Report ESR -1495 face outward hlsfaJ corner riaF / o r?eka;ctad Ploveirhar 1, 2008 - This raper! Is sof 'act to rapexemlriu6on in iwo yours. __ www.ic(Les,oLt1 I (80U) 423-6587 1 (562) 689-0543 A Subsidkiry of the L)tarrtational Code Councip r DI /ISI )N: 7-= r 0 rHERMALQt1D hiUlSl'UR`c PRO'CE.T!OD. 4.0 INSTALLATION Section: 07460--SIdh:9 RySin In, 7 molt Vvrtiral 0 4.1 CenOral: REPORT HOI-DER: installation of the sMing, inCluding ilia panel;, corners, darter �.- strips, t i r - - p r rn arid udlei accessory itcrns, snail he In accordance KAYCAH LTD. with tiro. manufacturer's puhiished insta!hadun instructions, the ONE.rvIFMORIAL DRIVE applicable code and lhls report. in rho event of a conllict RICHFORD, VERMONT 05476 belwean tile manufucturiYu published ln;tUllation hi5truellans (802) 848-7010 and Ihls rupurt, this report shall govern. A copy of ilia ,Nww.kavcan.cotn rnanuroclurer's pubtlshed Instel!alion insttuciions ,hall be on the• jobsitu at LO times during instollutien. EVALUATION SUBJECT: Solid shoathfng and a ;+rater-reslstive barrier ;hall co 11 provided behind the siding, as required by ilia applicable KAYCAH PVC SIDING coca. 1 1.6 EVALUATION SCOPE SPE The alluvr,t le win loads us aro a*noted in ta.,, ,xr^unJ'•re ® requiremenla Of Ilia applicd0la cede. Sea Sediun 4.2 for Compliance v"Lh lite fallowing codes: applications In excess 0f lU prer.n 1u,r. re tna t�nis or _- 5 ni F,-/, ,IHorizrni«u,, Gc;ul,!u 1.31nch Honzoatal where ilia applicable code does not provide p,eser;ptivo 2006 fnluinutional Building Code'" (18C) requirements. = 2006 tnlernalional Raiiidanlial Codu9 (IRO) 4.2 Wind Roslstace: > 1997 Urifa n fu ldrr Gode1d U34 �c^,In veirid fre slrFs must nc determined ,er In ar.r urdarce with Chapter 16 of the IBC, SBC, UBC or BNBC or ';schen • BOCQ Nnffcnal Buil(ling Cor/e/1999 (BNBC) 301.2. 1.1 of tho IHC. In areas where; rho. baaicveirtd spaed (3- n 1999 standard Balding Code" (SSC) socond gust do riot exceed VA u7ph (45 rills) 140 miles per D,)vUe_4Inch Holtz onial •i indl HcrrizvndDutch Lal hour (36 vols) (fastest mile) under Ilia UP, -'J, arid the building Propertiesovaluated: height is fess than or equal to 40 feet (12 1.92 runt) in Sallea'Ge- Exposure C areas, In_#alatlon must comply v.Ah the e ExtOnarvenser prescriphv0 requiramauls of IBC 3adpcn t t0.. L9 Br16C • 'Fund rosiutanca Sect!cn 1400.3.3, SBC Skcdon'110d) or UL30 Suction 1405, r 12 > as applicable. 2.0 USES In jurisdictions enforcing dlo-11 W, inMalintirn ,nuch curnply I<• •r�In PVC �' sty,. L Slicing is used uo an exterior veneer and as with UIaproscriptive Dec u:renr• •• 1 ..nil of IRC Section R703.4 for elastic, matnrial on the underuicle of exteriur roof eaves areaswheretilebasicuind-speed(3-se-condgu t)isleesttan (soffits). 110 mph (40 mis) in Exposure B, and does not exceed eC mph (40 m/s) in Exposure C or 65 mph (3% fills) in Exposure 3.0 DESCRIPTION D. For>appttcet;•:nsin0xcesuftnNp ).>cnptivarequirernents, Kaycan PVC Siding Is hofizonlal and vertical lap siding and. Ilio design must be in accordance with IRC Section soffe; iffrom rigid pu]yvinyl chloride (PVC) 8341.2.1-1. comorming to the requirements of AS t -Ni D3679, TIIe siding Pur appllcslfelis in e;arosti of the pruscrip0vu requirements, N u,0d as an exterior .vall coloring over solid sheathing and the Kaycon PVC Sidlry h;aa an alluwab!enegativu wiled load as soffit. rte siding has a plain- orv:ood-grain texture and is of 70 psf (3352 Pa) f44 psf (Z 107 Pa) under the UB CI whan available in various colors vrith matching trim, carriers, and attached to a cede•cufnply'ny, minimum %dish-thick (10 starter strips. rhepiinulsore aminimmnof0.040inch ('i min), film), Structural -fated 01-96 sh ;tithing. The si(l:hg shall he !hick. Lenglhi ranya from 10 to 12.5 feat (:!0413 to 38 if) nun). attached wdh i 1 1lch Ieng (38 nun), J/1-inch-dlalnutor-head Papule aro farmed with an uppor edge having nail slots and a (10 mm),'/, inch-dcnnolar-shank (3 nirn), coirosi•)n-redstart luwerudguthat hoolcsinto line upper edgootthelu"arcoufso, roufiny nails spaced 6 incheu (152 trim) on centior. Tho The siding is produced in different profiles as doscnbed in auuctur.,l shoathiuu and fralrung to v+h,ch the siding Is Tablo 1 of this report. attached off, outsldu the scope of this repori. fture _ r/I,,.cr fr -cat ua 1 7-r Inge ,u.urr.rry G3 /CCI,orun .S„re. roe. wu.zt it r;fa.f, ru rhHf•'- rnmyy,l,rx nrlu .r.wsrt/.au or na.n l..yr-fucrw,a, eaf.,y rh. ro,<,,. 41i'�1• l;cpytuli! I'J2We Fayei oil Fax 717-646-0355 22 January 2009 In cvnfrrinaace with Rule: 9h,-7,2,1[0, F,kC'. "Criteria for Certification or lncicprenci(Tn`e", I offer the f(AI wiu,;. I area registered professioflal engineer in tine Stater. of PtOrIrl. witll Intcase uuruu6r t9354. I work ;if of two (cion consulting °Iructura€ engineet Ing firer„`fIP% Engineering, Inc, of '.which I -fill trip, inajority o'.vner. Int rely work perfurming an evahration, f do not have, nor will I ;require, a financial ilaelest in. any company rnrunit-actllring Or di3n'ibuHng products fof which the reports are being i9;ucd. In lily ::uurk poiforining an evaluation, 1 do not have, not will I acquire, a financial ir!tc;fm ill any other entity involved in Ilia approval process of lite product. I trust !hut this is sufficknt fur the Florida Building Code C:onintissien's requirements. If til-tc ate any_questicnS about this r;?rtificiitioit Of independence; of if anything additional is required, plea.So advi; e rill:. stili, erely yours; HR Pngineering, Inc. Allen N. Reaves, P.E. C'tiief Engineer ANUR nr Cc: Associated Materi I:s, LLC 09!).10005 ins-talling ss()fTh 1- and fascia Insmllirng fast_I i 1. Install an under;ill Iiim at the top of the fascia beard. L M{sasuie distance iron thebutlow of the F-cha nnel 10 th e top of the unde,sili Win, SW their n suhf=act iia,rr ,c�, r.e CJt panel to width. 3. Perforate U t, cul edc,e us!ng �aap-rock punch appro,<malely every V, ensuring the 1. .ai)s'c is 7 l J n „d. 4.1'uok the eg cf live fascia pan-' over Ula r -channel, and snap i tabs !fire 1110 undwslll lr nl. If soffit is not being 1116L led, hook Ole 13,cia dinvAly over the fascia beard. Ail a!b:niu5vo to shop -lout punch atlachuMnt is to slide the top of Olo tarda; behind mete] d;ip-edga. Ov-rlttpping fascia i.veil; ,I. 0 , p �a5cla by "rimy ih� , buHo,n ad�a of the urdeduying panel, leatu,g a 1 Ind" tab to 62 inserted into overlapping panel. 2. Overtop VT (half the dl,(anur of the notch). Crtpping fEisci2l !Samoa wru r caps, cut 8 peca0fvi1fascia that .3 „ ti2 luny, 1 ntara tt,a ve!llcal Oanlerliva on ins bac'r. of Ota pleas 2 Cut a 90" ,lee!lun of the hotto•u Har i ficin lila renter, leaving 4V anon on eitncr s!de. 3 Use a hand sealner or metal straightedge forced fascia place alcngVeriical ceutedine to make a right-angled corner. Ino 4. Us by a asap -lock punch, make tabs^ lost below (lie to edi e of til corner cap, nri sure that tubs a 6� face outward hlsfaJ corner riaF / o luekulg rhe butter. l0111c r the a:ci3On(, i F•charnnel and taiappirjU Ire top r xv1 edge in:e rhe undelslll WillWill w1;ei sal ihn Iia Il:'r•CI'J:.r YI Fascia inslallahon pawl Fascln overlapping uta LSR-9495 I Nl est Mdeiy Accepted rind 7rusred Wind (osistanco of Ilio soffit punels is outside the scuvc of this rec"711. 5.0 CONUITIO-M3 OFUSE Th-KaycanPVOSidingdescribedlr,thisrvpodcoui lieswth, or is a suit tbia altc:rnaliv0 to what I, specified in, those Codes Iistod iu Section 'f.0 of this report subject. to lite following C011ditiellri: 5.1 Thu Siding l; tlmitad'o instal!attans cli buildings of rype V -B (13G), Type 613 (SNUG), Type VI (`ii3C), and Type V -N (UB(,) consuuction, and to connhilAlon permitted by the IFu, a puGcable. 5,2 File axtaalcrwalls shall bo braced or sheathed to reriist 1-20619 .38u_ 1,iflth approved materials in accordance with of the appflcahia code. 5.3 Tito Ang ;itsil bo insln!ied Only on exterior vinlis over so'id clioaihinq cap -.bre of resiuting design vAjjd pressures built pnsilivu and nagativu. The shoalhinfl shall bo covered "lilt a water-ro„it. uve barrier, as ioctu!r dd by [he applicable code. Page 2 of 2 5.4 The siding is manufactured in Richfurd, Vermont, under a qua lily control program vaith inspections by Ar hitecaurai Tesfi% Ire. (AA 6751. 6.0 EVIDENCE 5UBrr1rrrED 6.1 Manufacturerapubl!shed installation !n5lruc6ons, 6.2 Data In ari:urdance with the ICC -ES Evaluation Guldelina for Vinyl Siding (AC37), dated October 2008. 6.; Quality documentation in accordance with the Acceptance Criteria for Quafiiy L'ucument i]on (AC10). 7.0 I_ -ENT! Fl(;NTI0t1. The Kaycan PVC Siding described in this ruport shall be identified by a stamp bearing file Kaycan Ltd. name and/or r r lraJ. . k ' , nt.r ,tie r u u,Jct type, lila statarnent ^Confurrns to A5TNI specification U 3x'79," rile statalnent "Confarnls to UBC 54:nd{Ird 142", ilia name of tho inspection agency (A.rch!teclllrail Testing, Inc.), and the evaluation repo L number (Es•R-149x). TAKE 1--'f.AYCiin PVC Gluli'!G CD ICC 01ALUAMIN SERVICE LLNGTH ------ RySin In, 7 molt Vvrtiral 0 Arc,nil --„- D -d Mzrrziule �.- - -- U Dah._I . H^. , rtal Dutch L^ _ boude 4 itch -n-a 12, 0" '. •• l-, tnna ea WOMMKOM del� D rl.rriental I1' _ 0" ❑-5 Elc,anca- Doubt. 5 itch Honzeniol Dutch Lep t3 Inch -Vertical ( 11 _Y An _eY _-_ Ccubl4.5 Inchr ® 4. - Newport Owen Park aevel _- 5 ni F,-/, ,IHorizrni«u,, Gc;ul,!u 1.31nch Honzoatal - (4) IC0 Ev%aivatlon Sarvica, ins., da» not have:, norwilt acquire, a financial interest in any t0'_0•' �- Oman Park Cove U bauble 4.5v Hudzonia!-------- Plaltinu a :D•4 PIUC::um •,ane., L-4 Dutch ^-_ -- Lap _ -Ovuble D,)vUe_4Inch Holtz onial •i indl HcrrizvndDutch Lal �^-� C) _T2`7 ,. g° Sallea'Ge- _ -) -.,,. ,l , - Triple 3 11,cn- n) r 12 > -`reuhie I...t._. 4.5 Inch nurizontal (10 C 0 Ovub1a4.5Hurl<unlal c 12,-0^- �- �Vi F-3 Ga:Y,c - Tripia'? Incl, H:rizontal Dutch lap U) 1'L' 0•• 3 Hcn n. l u_ a a_ l - -- Tnp!a cinch Horizontal !2' _ 0•' ---- VenW., 6" A Double 4lnch Perforated Sotft Q t2' 0" -- -` YFnted 1K -�- bvuhle 5 inch PeBoratad 6oh1t nd„nu: ave),•(162)699)517 11,J. Wilor. Gl 6t011ks.]JtiJ v•rtnna?A&, 12•.0" - ., w,v,:iC-t3.Ure I li, eta, 1 {ft 1W tiunrh,: riwJ, Sali. .,rn„,ah:m, Anb. u, 37:13 a (2051 5994100 t . ;:obi •:-l'O4,rea c ,051 Wer blw,wo-rc R.nJ. C.,nu,r Club fIJI.,,lla, , vOria+ (%3) NTIN3 Ucuble G Inch selld ,.unit Cu itur Ventad. 12"iSolld t.2" _- Vented IU' Triple.4 uluh Part;ally Per(umlad Svnii Quadrupl: 4 melt Pedvmtcd Sona _ 12'- 0^ _ Quadruple n A u ru t.04 inFid ch i r Suint I CD ICC 01ALUAMIN SERVICE cvaluaw • h,fcm, a Prozecr. ____-_ � � '��.•s,� Lw Ocfi_.. 5360 W kill -:dill P -i • Wlursicr, CA `X'601 (562) 699-0543 pili,,,: a (561) 675-+674 fez Car itlaati r� of Jo apr;r;donco for EvEd Cation 1CG Evaluation y -mice, Inc. WOMMKOM del� (1) lf-C Evaluzlt,on Santee, Inc., does Prot have, nor does it intend to acquire or will it acquire, 70 ( 11 0 {-j ICG 9-v luatiun Stuvioe, Inc., i5 nOt ovvnr_r), operated or' controlled by any company rrlanufratAuring or r!:str:butinrg prudrooA5 it fivahJ etas. CL ® 4. c-onlpany rnallufacturinp or distribUt:n1 products for ovhicti fepofts are being Nsued. M - (4) IC0 Ev%aivatlon Sarvica, ins., da» not have:, norwilt acquire, a financial interest in any 0 U Cf) U M �. President �fln Nvs:ze • , esrfent �^-� C) -_ _ -) n) = I...t._. _0 (10 C 0 -0 c 0 U) M a_ l U) < W J SHEET N0. PI it 1.0 P'® 'S r Q0rr�� V) r0�) (0 C0 ICC 01ALUAMIN SERVICE cvaluaw • h,fcm, a Prozecr. ____-_ � � '��.•s,� Lw Ocfi_.. 5360 W kill -:dill P -i • Wlursicr, CA `X'601 (562) 699-0543 pili,,,: a (561) 675-+674 fez Car itlaati r� of Jo apr;r;donco for EvEd Cation 1CG Evaluation y -mice, Inc. WOMMKOM del� (1) lf-C Evaluzlt,on Santee, Inc., does Prot have, nor does it intend to acquire or will it acquire, a rinarlciol inierc^t in any co{npany ir.:lnUfaciuring or diatributinfg prcduets for which evaluations ary f<,suad. {-j ICG 9-v luatiun Stuvioe, Inc., i5 nOt ovvnr_r), operated or' controlled by any company rrlanufratAuring or r!:str:butinrg prudrooA5 it fivahJ etas. > (3) VX Evatuati;ln &rvire, Inc., does not h:iv% nor will acquire, a financial intereal in ally c-onlpany rnallufacturinp or distribUt:n1 products for ovhicti fepofts are being Nsued. (4) IC0 Ev%aivatlon Sarvica, ins., da» not have:, norwilt acquire, a financial interest in any 0 other entity involved in tht, appro vat prccez3 of the p oduct. �. President �fln Nvs:ze • , esrfent ICC Evaluation Service, in,. _0 0 U) M W Q nd„nu: ave),•(162)699)517 11,J. Wilor. Gl 6t011ks.]JtiJ v•rtnna?A&, ., w,v,:iC-t3.Ure I li, eta, 1 {ft 1W tiunrh,: riwJ, Sali. .,rn„,ah:m, Anb. u, 37:13 a (2051 5994100 t . ;:obi •:-l'O4,rea c ,051 Wer blw,wo-rc R.nJ. C.,nu,r Club fIJI.,,lla, , vOria+ (%3) NTIN3 Q SHEET N0. PI it 1.0 P'® 'S r Q0rr�� V) r0�) (0 C0 - _ __ , " �g - I - 11 N11111""i ill�l � S4 V �,"( , I il � 'te, � , 4 ,� ,�g,,Vq"1911101 - � . t E I I � I � �i . l � � , i I f.golon , , , � , � I4 N � I �.� itloffll!��;4'_'- � 11.­ili I ­ - Y21111011 �IMI"f�,�,�.�Irt.ili�.ir";i;l�TAIIII:�V-1��ll.,�'�i�IrilI LCISHIIIIII l covil, I ULw-;r,,jF'U.i ! Hati.olt; I sub"15.111hii t a­LilortS � le"I'la­ t r­laff 1 x­SItl`bP ' Llii'l 1 �­Ch I' P..d..t App..v,l App,vued I Ran �� , 1,1c u­ 1 ... PU,dt R­i,atai Yes CrQotdd by Independent Third Party: Yes "�.L,14[.LCIAL�LIL�IL'&-)f-l��L2,�,���pp�,icit��L�'t'Apf4k4tionDetiI I.: � F ,7 FILCIL34-KI Application Type F.-visloll Cacti o 2007 AppliUatign Status App,vued Comments 1 ... PU,dt R­i,atai Yes CrQotdd by Independent Third Party: Yes A,clIlved I.: � P, .d. LL fit an u ra,uh a, pl-tp, 0 it I c. / tj all Y-1 PI a st I cs cc I P. A ldras�/Phore/Emell 5200 W CENTURY BLVD. From.- LOS ANGELES, CA 90045 Appro"chil for u.b. li:,HVHZ: H ,"-I I I I I CII34 2�rgdl Ilyn'2IFF (440) 969-3773 E"t 16 Florida License _ rolloconnellopla sip'.1no.,on, AuLtionized Signature Ron O'Cull'.11 National Accreditation and Monagemant Institute roROL(1rIaeJlr:�PIhatPrQln­ob`1 TO 'Tinical Repre5tritative Addres,/Plhoiw/Ennall Quality Assurance Representitiye Address/Phonc/Ernail category Extdri.r Doors __-_.__1_ 6184.1 Subcategory S,diging Exterior Door A5se ... shU5 Fiberglass Door Compliance Method Evaluation Report from a Florida Registered ArchitoUt or a Liceri 1 ... PU,dt R­i,atai Yes CrQotdd by Independent Third Party: Yes Florida FruirQuilonal En,ji4lear �o­ , I r I for Dotikp, Pressure RaLin�d, any F1.6184 RI Air EVAL-5111._LL,Lf uhi So. IS additional u5Q limitations, in5tallation instructions and Created by Independent Third Party; Yes Y- Evaluation Roplut - Harccopy Rci .... .. ­ --- - -------- - --- ------ -- ----- ­­­_­._ __ - __.. _______.._ - - _... - -1. ... -­ _­ .. - - . . . ...- ­ �. .. - .. ­ . 61134.2 b. Di,tin,lion SLded Up to 3VU x G'S Opaque Flineigliss Single Door with Sidelitu Florida Engine., or A,L,hiiedit Name ,,he devoloped Lynda,, F. Schmidt From.- the Evaluation Report Appro"chil for u.b. li:,HVHZ: H ,"-I I I I I CII34 2�rgdl Ilyn'2IFF Appa­1 for ah- . ISI,ba urvir-1 Yes 11.1 LU lay: ' S, 'Ilr lidt, P.E. 43409 Florida License PE_1�11409 L .,he,: IL ' IN 5 r 6184.2 for Dc-hin Preauuiu Pitt ... ju, any ,.. F, , -E 'i"., 6 Is Ij ILdl Qul��tt, A.-ri ElItil, National Accreditation and Monagemant Institute Dr,3v,ing No. FL-I`,IU4.2 rcgi��rdlllij sidelitlI piritGalon- i) ----------.-..- Qu , y A, iu roI ce Contract Expiration Date i2jil/ai App Loved for use caut.id. HVIIZ; YtIu Validated By Ryan J. King, II.E. Sent,Y)Fraina. Limits of Li Iri.talliaticin Imilaus.ti.r. [Z Validation CheckfiA - Ilardcopy RtLelv" ved to e outside HVIAZ: Yes Vealfhad By:,L Rican F. Schrall P.E. 434U9 A PC. r " It It C.'Llicale of Inavip.rdun'to F1.61U-1 I" CUT CERI OF 1111,)�'PENOEN­ -Ir Other: 5- 71�JST 6104.3 far D ­Jun Pressure Ratings, any ZLj1d9j_hj_AF:L_�.y8;._jj.� . btf LIT Referenced Standard and Year (of Standard) St; ... gold 1�11: -.,.-_--_----I_ _______ -------.----.�---------------�--.--.-....-..------.- d Distinction 6134.4 . Series Up to 3'0 x 13'U Opaque FibburgliI Single Door with Ii 2 199/ - - ----- -------- liguilts, of i Indt.11.1than Instruction. 191/1.5.2/NAFS 2902 I_Paa:t Ft.si.temt: Yes Cir -ted by Independent -third Party: Yes ASIN 121885/12199G 2002 additional use limitations, installation Instruction-. and created by Independent Third Party: Yes AS I E330 200 —1 6184.S IAS 2UI, ;dU2, z(LI 191!14 Equivalence of Product Standards C ari By �Ictloras from thd 'ad. Product Appiravad Method Method I Option D Data Submitted 10103/2008 Date Validated 10/06/20013 Date Pending FUL: Approval 10/1912008 Data Approved 12/11j/�10118 � .... _1_ ­ .__­__ ­_____ __ . FIL 4 - -.1 .. ............ . ....... _­ .................................................. - _­______ lillealtal, Cat ... tl­ or ri D eavo., iption. __-_.__1_ 6184.1 ­_ ­_._­__­____ --- 2. Distinti Sviles Up to g'U x 6,1d Opaque Single (X) ln�wluhj or Outnwing A p , wl In, .so nutaid, HVHZ: Yes Fiberglass Door ___ Li Inits, of Use I.,Ptialloitiram IntitiIi,tiall Appr.vral flaireas. iu HVHZ: No FM84JR111INST 618PI.I.Ji Approved for use outside IIVUlZ: Yes Verifled By: Lyfldon F. Schmidt, P.E. 43409 1 ... PU,dt R­i,atai Yes CrQotdd by Independent Third Party: Yes 13.49., Pria, NIA Evaluation RQportA �o­ , I r I for Dotikp, Pressure RaLin�d, any F1.6184 RI Air EVAL-5111._LL,Lf uhi So. IS additional u5Q limitations, in5tallation instructions and Created by Independent Third Party; Yes product particulars. .... .. ­ --- - -------- - --- ------ -- ----- ­­­_­._ __ - __.. _______.._ - - _... - -1. ... -­ _­ .. - - . . . ...- ­ �. .. - .. ­ . 61134.2 b. Di,tin,lion SLded Up to 3VU x G'S Opaque Flineigliss Single Door with Sidelitu (XU or OX) [he Sidelite Glazing Installed Utilizing the Snap � From.- � Limit. of U- Irrialt.1loutia. Triet'.oAti... Appro"chil for u.b. li:,HVHZ: H ,"-I I I I I CII34 2�rgdl Ilyn'2IFF Appa­1 for ah- . ISI,ba urvir-1 Yes 11.1 LU lay: ' S, 'Ilr lidt, P.E. 43409 1 ... part Re-F."i Yes C,-t.d by Independent Th� 'd Party: Yes� D,,Ruhh; Pir"I"M N/A "'"'"ittior, "I'Ven", L .,he,: IL ' IN 5 r 6184.2 for Dc-hin Preauuiu Pitt ... ju, any ,.. F, , -E 'i"., 6 Is Ij ILdl additional it- limitations, Inst,illhtion instructions and Created by independent Thirl Party: Yes Product par ticulurd. (­Sde General Note �$ sheet I of Dr,3v,ing No. FL-I`,IU4.2 rcgi��rdlllij sidelitlI piritGalon- i) ----------.-..- .______­. 6 Lail. 3 __ ­_ ---,---- c. Distinction Series Up to 3'0 x 6'0 Opaque Fiberglass Single Door with Sldalita App Loved for use caut.id. HVIIZ; YtIu (XO or OX The Sidelite Glazing Installed Utilizing tire Lip I Impact Resistant: Yes Sent,Y)Fraina. Limits of Li Iri.talliaticin Imilaus.ti.r. Approved tor use in ri No ved to e outside HVIAZ: Yes Vealfhad By:,L Rican F. Schrall P.E. 434U9 A PC. r " It It ,IJ, mpe't Resistant: y- Cr9ai by nd9piandunt Third Party: Yus Desirin Ple ..'e; N/A Evaluation RI US Other: 5- 71�JST 6104.3 far D ­Jun Pressure Ratings, any ZLj1d9j_hj_AF:L_�.y8;._jj.� . btf LIT . additional list: limitations, installation ­tiructi.nd and Created by IndQjp,ad-I.t Third Party: Yes product porticular-1. (I I Gencral Note 3 sheet I of D-ing No. FL -6164.3 regarding ,ldelit. fruhai,tl.h­) -.,.-_--_----I_ _______ -------.----.�---------------�--.--.-....-..------.- d Distinction 6134.4 . Series Up to 3'0 x 13'U Opaque FibburgliI Single Door with 3�diil I ta, ( OXD) Th. Slo.lit. Glazing Installed Utilizing the S lap I -------.--. ­ - --- ------ _____ --.-. I. � . ....... ­_­___.__­_._____ -_-] - - ----- -------- liguilts, of i Indt.11.1than Instruction. Apimiatoo,ol for Use In HVHZ: No FI r, I 64 ILI it INsr 5 HaMA'I'd App 'eaved f. r ate atiat.ide IIVHZ: Yes Verified By: Lyndon r. Sshurldt, P.E. I j4U1J I_Paa:t Ft.si.temt: Yes Cir -ted by Independent -third Party: Yes design P­ausui N/A Ev.11momict. Reports Oth vI See INST li for Design Pressure Ratings, ally FLiL��.!_&j At. F X 6184.4,ndf additional use limitations, installation Instruction-. and created by Independent Third Party: Yes product particular-,. (I r�;Q,a QQaiQrjI Note J -.hQot I of Drawing No. FL -6134.4 regarding sidelitc, protection ") - - —1 6184.S e. 1.111111111.1011 Series Up to X0 x 6'a Opaque FlUalglai Sit, 9 Created by Independent Third Party: Yes Sidelitee (OXO) Tile Sdrilitia Glazing In st,7L"Ioul"-","lt7l""hlll:�lI �Ihe � .----..------ Up Lite Screw Fr.rle. __ Li ... it. .1 Ui Inortallathen Instructiontus A p:-. .d fia r ,I.. in if V I Z: N a P v Ip FiCaltlit F,j IL .jT 6184.5.Edf _L�J _______ _ A p , wl In, .so nutaid, HVHZ: Yes Verfifled By: Lyndon F. Schmidt, P.E. 43409 Impact Ria,iartmrala Yes Created by IndIp.t.dInt Third Party: Yes Design P, -,.,e-. N/A Evaluation R,apint. 0 ban Sao , 1 114,5 for Datsugn Pressure Ratings, any 'T , th INS FL6184 I AF -VAL 6184.5 Ind ad a] Us lcn5, installation first,ta,fl.na and ditlon Q inlit Created by Ind,op, cut Thdid Part,/: Yes cud product particular.. (*-See General Note �S dhoQt I If F urii Enurtirl or Architect Nonla, who davekiped Wendell w. Hannay DraVilng No. FL -6134.5 regarding sidelitin otectlon**) -!L,.--- I — GId-4.15 rL6638 III Al� EQ-:IG4�UU-041901` __.___­­_..­ — up to "O X 6 , U Opaque Double (XX) lniivving or Qut5oving PE -54156 product particular., (Nota - ASTM E1300-02 utlilzQd for Filborglass Door ___ LinniU- of Us" __ -...-.--.-.--. Installation Instructions Approved for ... I. dVHZi No ELL1�dA_�j_jI_jfq(6IQ4.r.pdf App Loved for use caut.id. HVIIZ; YtIu Verified By: Lyndon F. Sdumet, P.E. 43409 Impact Resistant: Yes Created by Independent Third Part,/: Yes D -1 of n P. ­­ NIA Evaluation Rep.. Us Other: See INST 61154.6 fur Design Pressure Ratings, any FL -1104 I A:_EVAL0_ �-- al f additional Use lanititions, intitidatilin instructions and Created by IlIdUparldent Third Party: Yes Lroduct particulars. Stl .... had . - - ______ Irnp.�t Resistant: No 61P4.7 q. Dlqi,i,Ll,,,, Series -..-,-----,------.-.-.].---.-.--.-.-�-.� Up to 6'U X 613 Opaque Fibeiglass D,juljlu Door with Evaluation K�Upiarts_ I S�deliteI5 (OXXID) Tile SIL;Qhte Glazing Installed Utill-fling tire ........ ....... ­ ______ ­_ 1, w? Frame. -.-.-- _ - - _ . � - ---------- -,---..- ___ - _ -.-- _ - _. . Limits of td- Installation that ... tican, Approo.d (.a ..o in HVHZ: No FL1194 R1 11 INST11114.7.rdf Apt, __d N , into out.id. FIVHZ; Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Rosi,Ptnint: Yes Created by Independent Third Party: Yes Drillaij " P­.Lmia: N/A Evaluation R.p.rt. OtFi Sce INS17 6154.7 fur Desiitn Pressure Ratings, ally E.ArI,Q4 Rj_'_E._'M6L 6184.7.2gf audit! 0 not Use Inlitation-, Installation Insia Unctioni; and Cteated by Independent Third Party: Yes produ et particular.. (-See General Note 3 sheet I of -_.1.._._--_.__ _1 InnotallStlian Xn.t ... %I­ Dralring No. FL�OIU4.7 regarding sIdelite protection--)__ FL13��30 III: H INSrUaAll.3'rid ­­­­ ............ .... . .. ­­ _­­.. .. ....... ­­­ ----------- ­_____ -.--,.-�--�---�---..---�------------------- 61,34.8 h. Distincti.it Sar -les Up to 6'0 x 6'8 Opaque Fiberglass Double Door with Design PriaS.ri NIA SIdelites (OXXO) the Sluallad Glazing installed litslizing the 0 tl,_: Sao INST 8.333.3 Car Da,19. Pra,srnu Ratings, any Lip rate Screw Frame. ____­__ - __ ........ __ Limi (, Of Vio ' inzt ng"i'" '"'t""' ... Approvod for Rai in HVHZi No �Luirlrl III 11 111,11 liTZI-1.11.Ulf App. rived (a, ­ outside HVHZ: Yes V.riflad By: Lrd.n F. Schmidt, P.E. 43409 I.p'ot Ritadart.int: Yes Created by Indopendealt Third Party: Yes Design Pre'ruire: N/A E-I.mica, R�p­ts rather: See IINSr 6164.13 for Desig. Pressure Ratings, ally Fl_r Rf AF EVA ,',,-a 2164 IL - ardel It 0 had uta ImItation, Installation InstsudilarI and Created by Independent :F.A`I You, pro duct particulars ( , , see renerill Note 3 shect I of - Intartlalittilan I..u­ti-­ Drawing No. FL-6lJ4.1g I Qgirdlng ,kelite protection - -) ­- - FI ,idiuif RI 11 INST 88313.41I LL�j ILLiAtil ­­1111el"I ocA ........ t o1c; ......... . en, Aff,�. ,Vd, .-j -a. -,,. . cod., 11 a 51I.Wd. '= sm".1d c,k �az�,� ggm! ,�g, - fl'! . .1 '� ,�4�10M-11,1 Q 11!��!i,��"�,.,-: ,g , � MIN � _, , r 9 I I �, , I, - � . ," .�t '' I r � �', I � I � Car x, I 'I, W ,Ii. � , - 14 J�." IM" "it"lz�T�i�'ll.iii'L�filIq�,;qi:,.��.1i,�f�,f",�!�,�4"�ii,—�f�I ,v .,I 1'i� _r ,., LEE I "T U ' . U`�Idi il,,i, �U�­c,,,L,­,,� r H,itI­11j,iI,I' ,,o,,1_,,_l,l­,�_I -_'-L,11FaU,I� VLLI�zlu­� I'Ll2lull rcisa.lia,! L,.:I ZI­hi I !M U, i'l, -P ,.- , , 'i p �.-�,�.,,,.:�,.�­va, 11 W a -, L !, , 'I'll It"'Yoll;i , ,,,I,­,A,,Ir�u­1­ , �,Pl.i � Ar,alk"Ib.i F L -.7 I`Laa�a-Rl Applic3tion type Hbilvilimi Code Version 2007 Applio,ititra Status Appl,ovad Comments Installation Instructions AtchIvqd r PrUdUct. PlauLf,lCtUt"r Th-rua-Cru Corporation AddressRhono/Enhall Ila Industrial Drive Edgerion, OH 4J�I 7 (419) 296-174U � ,j4�,per,oulattbYch3UIogIQ5.urs Authu,iz-d EiViriat-ur. St.,. 3.'�Palsoll lot ,PQ15.n1dCtttuLho.I.iJIU5.U5 Te,.hri Representative Add, e55/?h.ndyEmafl quality Assurance Representative Add,iasd/Ploro/I Category Exterior Doors 8030.1 u. TilitiCi / ­,inuothStar ' sub,at.tjoly Swinging txteilurr UuorAIiarardbile, .1tiout Sidelitas - tX, XQ or OX, OXC, XX ,and CXXO Compliance Method Evaluation Report from a Florida registered Architect or ,l Licensed Installation Instructions Florida Professional Engineer ell -8838 R1 11 INST 853B.I..df Apla­,ol f ..... one tai HVI Yes R ot Evaluation Report - Hardcopy Recialied Irinfunit Reraientart: NO F urii Enurtirl or Architect Nonla, who davekiped Wendell w. Hannay Design list ..sure; II/A tile Evaluation RUport othoili Sea ii Lim.1 for De.,liji, Pressure Ratings, any rL6638 III Al� EQ-:IG4�UU-041901` Florida Licen5a PE -54156 product particular., (Nota - ASTM E1300-02 utlilzQd for Quality Assurance i2nilli National Accreditation and Management fin,itatutia Referenced Standard ,and Year (ofSLandard) Quality As5urilncat C,nitaraIt Expiration Date 12/gl/iion __ -.------- Inswing falaulatc,l Opaque Flinerglat5 Door, ,in . th and 7 Validated By L.F. Schnnelt, P,E. ,althout SIdelites - (X, XO or OX, OXO, XX arid OXXO E, Cyd I c Pra�suiq ­qulrrrienLs far Wind-lboill- Debris ' 4� Validation Checklist - Hard�upy RecqIv,.,U1 configurations up to G'C, I. height) - Certificate of IndepUndonice p I A I i 11 c( rp ( Wjjepj:BjWLa&_q[ APT, .... all for ­ in HVHZ: Yes Referenced Standard and Year (of Standard) Stl .... had Y-1 Irnp.�t Resistant: No AC�Qptlid �igtnewhnq lli,etca 2007 Evaluation K�Upiarts_ I ASIM E13QU 2002 additional ­ limitations, inatalliII;Ign instruWans Land ASCII E1300 2004 Created by friftandent Th4d Party: Yes TAB �!02 11394 Equivalence or Product Standard-, Cottifled By Sections f1rom the Coca ProdurtApproval MQthod Method I Optlion, D Date Submitted 04�/24/2008 Datc, Validated u7/1V2006 Otte Pending Fur Approval 07/10/2006 UatG Approved 09115/2"'m 1 .... � .­­ ­ is, �A ... ­ — __ - Fit re M1 *-Jet, N.ud,­ Or Ndra. ------ --------- -.-­­-------­---- --- Via"Irti - ----- ­­ 8030.1 u. TilitiCi / ­,inuothStar ' __ rjut.,,"Ing Insulated Opaque Fiberglass Doors with and Case Version .1tiout Sidelitas - tX, XQ or OX, OXC, XX ,and CXXO ­ corittguratIci up to I In height) Limit, .f Use Installation Instructions App. -d fur .a. in HIVUIZ: Yes ell -8838 R1 11 INST 853B.I..df Apla­,ol f ..... one tai HVI Yes V,nifiad By: Wendell 1,11. Halley, P.E. 54150 Irinfunit Reraientart: NO Created by Independent Third Partit: Yes Design list ..sure; II/A EIrogloblithan Report. othoili Sea ii Lim.1 for De.,liji, Pressure Ratings, any rL6638 III Al� EQ-:IG4�UU-041901` additional use Limitations, Installation firlstaructwn5 and FL"3U RI AP ZVALL;a-la.l.od product particular., (Nota - ASTM E1300-02 utlilzQd for Created by independent Third Party: Yes orcol lill,de tile HVHZ) ______ _. Referenced Standard ,and Year (ofSLandard) — 8838.2 b. "FiberClai / "SmodthStar' __ -.------- Inswing falaulatc,l Opaque Flinerglat5 Door, ,in . th and 7 Apturnred In , ­ U.1doido, ll Yes V,rghildl By: Mark Westerfield FL PE 48495 � ,althout SIdelites - (X, XO or OX, OXO, XX arid OXXO E, Cyd I c Pra�suiq ­qulrrrienLs far Wind-lboill- Debris Impart'resistant glazing are unpart-resistaut (lot go nissIle Created try Independent Third party: NO configurations up to G'C, I. height) - - LimiL, of Uso __ � .-- _�nztodl,ngcan Instructions APT, .... all for ­ in HVHZ: Yes F1.8833 RI 11 INST8338.2,od Aplar. ' .d For ... rilit.id. HVNZ: Yes Verified BY: Wendell W. Halley, P.E. 5415.2 Irnp.�t Resistant: No 1�rebl.ud la� Independent i Party: Yes Design P­sloir.a N/A Evaluation K�Upiarts_ I Othci� See INST 0330.2 for Ce-,Ign Pressure Rating,, any F_030g(I I'Ll AE EQ-E84-00-C,L, �f additional ­ limitations, inatalliII;Ign instruWans Land FI 9636 Fit AS �VAI 8q3a a,tad product eurtlUutanu. (Note, - ASIM E1300 -Q2 Utilized fur Created by friftandent Th4d Party: Yes areas Inside tire I __ 2002 _._______­___­_ a U i$ r.g ____ ­_ c. 'FIuclrCIa;sv;" / 'Imv.thStar' — (dutwinig Insulated Opaque Fbedglo,s; Coal s with arid Design Pleasure; I �Q I PSF Evaluation Rop­t� � wit Sluellais - (X, XO or OX, UXU, XX and UXX(s Opt. glazl ... j o", "afloble: (1) upt. InI t,I.IdQd Lexan TAS 202 ,�;Uut do duratiOns LIP to 0'0 In height) I . __ IT ... its .1 Us. -_.1.._._--_.__ _1 InnotallStlian Xn.t ... %I­ Appro­1 for U- in TiVirlis: '(as FL13��30 III: H INSrUaAll.3'rid App,.,,d for ... cluit,ide KVITZI Yes VQ1 I led By %riQuileil W. Hal ey, P.E. 54158 f-P ­t R­1_111.nn No C I Q'It'd by Independent Third Party: Yes Design PriaS.ri NIA Ev.fii.ti ain Rep., Us 0 tl,_: Sao INST 8.333.3 Car Da,19. Pra,srnu Ratings, any FLUUJU hi AE 50-E8.4-00-04..0 add'itional use limitations, installation in�uructhuic; and PIIM�A RI _J�� Ldff product particulars, (Note.- ASIM C13CO-02 utilized for Created by Independerit'ri Party: Yes areas ifl-�Id- th,, i - I .11111-ul-11U.. ,��;.I,.��z!LL.,�L�LQL-rL�.gi!kc,A!�nL�L.ii�Lf _­­ ­ ­­ ------I ______._.________ -.- Stat'alard yastr 1 0630.. d. "Fiterclass1c, / "Smoothistar" ins,11 9 fintulated Opaque Fiberglass Doors with and � without 51delltes - (X, XO or OX, OXO, XX arid CXXO . .. - - cusifiguratI0115 UP 0 U 0 IT IlQlgllt) I Limit. of Use - Intartlalittilan I..u­ti-­ App .... d (nar ... in IIVIIZI yu�d FI ,idiuif RI 11 INST 88313.41I Appt.ved to, .. e outside I I VHZi Yes Verified By: Wendell V1. Haney, P.E. 5,115a Impact R " Istom t: No Created by fildepandant Third Party: Yes Design fairesslan"; " /A Evaluation Ra:pci othes: See INST 8333.4 far Drealgra Pressure Ratings, any PI-883IT RI API FQLEL,u:Q0._o4diJq additional use limitations, 1.3tallatlon lnalarutdi­ and ELM10i EVAI ria3l].t.lad product particulars. (Note - ASVII E13UO-02 Utilized far Created by lodapendent Third Party: Yc* areas Inside Joe HVI ------.. . . ....... ­____.________ _ --------------- - lil:�A Eii� 11 � 7,-, - ­ � - -, - � � , - �f, �, �� I " � . e , I t III ��­ E, `a? 0 � '.�l yN , , " ,, � � z . " - - n �., ,;J_ - 'I - "' 11; - 1� III, . I I ­'�* -.0 I I I - MR, — .,� I 'IT . . -;Vl 1!�_ _m III tr"r M I... I I ... I 9 - - I ,. I Nu xl— �,="Yxp, trnaw%i V-13 I lor,= . ,ag I I -11 ,o1,,otU,,II � liotTal., j �,b'­sui. 1 uuIull'o'.. Z l'Ibl'au.'a : FUGSUI 1 Lc_lul�n­ 1 ubks I sa­h i 1#0P,ci Appli 1 USER: %'Yo U­ FI�J&A­JzL'ie�u �F�IIV.tl,t�6L'�LL"r."L-',-ag�t ii.;V.416cit,Cluat 1APPa5AIalaV­3 FL 4 FL12441 Application Type flow Case Version 2097 Appl.cation Status Approved Cornments, 7 Evaluation Report - Hardlopy Received Aicnivtdi IF! Product FlanufacEwer Thornia-Tru Corpot.tion Addrow/Pruarair/Emall I 13 Industrial Drive Edgeaton, Cghl 43FI7 (419) 299-1740 , 'jasper son�stttechhno log les.us Authorized Sigreldre Vivian Wfl�ht ,I&t.�r�,�[,Jgcoti,tll*L,I,)t�.co,iI Techrapaill Representative Addie5ii/Phone,Ernall Quality Assurami Reprasarradve Addirtras/PhInteilEmell Category EAtellor Doors Subcategory Swinging E.Larlor DO., A,sambillas Compilance, method Evaluation Report train it Florida Registered Architect or a Licensed I I . r, Is i lo,- � b,') ,,, L U�t, r-,�L,A­ I H,11,Tltii, r 'LL,,ii: _'­Ih�l,e .1 1i � r ­U � Fortill Professional tingIncitai Corrunnent, 7 Evaluation Report - Hardlopy Received F orida Engineer or Architect Nanite who developed Lyndon F. Schmidt, P.E. tile E,edltbothan Report Product Flal'ura,tu'u, Florida ld�er.2 P--43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance ContrJLt Expiration Date 12/3112011 Validated Jay Ryan 1. King, P.E. rnwe,1crflcId(uCcdp,iy.com 7 VaNddition, Chockisit - Hadcapy RaceliEd Clurtaficat. of hid.pand.boa, LL12441 RO C0 DENCE.ind ICERTIFICATE OF INDEPIENI Referenced Standard ,and Year (ofSLandard) Stinadia .K" -E Quality Assurance Contrast Expiration Date 101/1.5.2 t997 Apturnred In , ­ U.1doido, ll Yes V,rghildl By: Mark Westerfield FL PE 48495 rAS 202 1934 - ji"Farme of P,cdl-,�t Stdrida,ds Certified By Sections from the Code , "'I" "I"' "' , I 4 ",-, ­,M­fffi0,I � -1 Ml .i , ti It "" P0,11 � "ol " j � 4;,_!!_ ��,; i , ') -- q %. Mi 1� . , , , - . " I, ,,�,fl , 11 f, j K il, _ �t ,.,. r ,ii I � M V; 11 11, N,11�11R"!11_11' . � , , , 'M) a i. .1, AIM Code Version T .i I 1 .. .!Z� t�rj'jj�]jl *�"",��it"!]!LVi��5't',�,'i�.�j!,I��'�,�'aii'�,"V�',',,�," ' I I . r, Is i lo,- � b,') ,,, L U�t, r-,�L,A­ I H,11,Tltii, r 'LL,,ii: _'­Ih�l,e .1 1i � r ­U � �'La­L"'.-. PaL -i I al -13 die "Ill, � I.,— --1.11 � 1`5 --r 11 Prodmit Approval ',I USER: FWL _- Iii., ce L�',N,Itl -d,t�,,,.,,'�,,��L.,�',,�.,,,,,I�,,,,,,�l-,i ,P',L1c,brh1_L­1"%,'ano,i Fl. 11 FL�6/i5-1`(2 Application ryp� Kovii1oll Code Version 2007 Appli,di $told, Alpjprvv�d Corrunnent, , , .I 6RSF, zRsr, 48, 42, 4R�F'r Ardlyed gl Product Flal'ura,tu'u, ClI;PdY drilling Products Company Addre-Is/Prione/Cmail 8505 Duke Ii S"tt Hamilton `1-11, Curt 45040 tile Evaluation Repolt 1 -60,52 , 513) 770 Impact Fbasistants CJ/A rnwe,1crflcId(uCcdp,iy.com AuHU,iz,d 1-Ignat,-ne Ell It Harlitan Quality Assurance Entity -h,I. I toll'alclophy.corn , - technical Representative AddjeSVPhehlbei Quality Assurance Representative AddIe,S/Ph6I.iaI CaI Exterior Board Date Pending H6C Approval Q71091:!QQ9 Eubratog,iry 5aCtlenal Ext,hlul I),,., A­ornbIIUa W-5-09 P -,2F!31: LIMA, 94, Steel Pon (i 25 a..) Fingle-Can (up to 9'i wide) ComplIanc- Method Evaluation Report from a Florida Registered Architect or a Licensed , , .I 6RSF, zRsr, 48, 42, 4R�F'r Florida Prottissionlil Engineer ______________,_______ — ___ 1 55, 405, 42D, 5 _S_ M PivalUatlon Report - Hardcopy Received Limits, of U*c Florida Engineer or Architect Name who developad S"tt Hamilton FL5675 R2 11 102110-R.114.pdf __ - _F tile Evaluation Repolt �Iiuifiied 13;�. Iafk Viesteifield PC PE 48495 Impact Fbasistants CJ/A FlDrIda A,ens- PE-6,2UL� Evaluation Rep,. Us Quality Assurance Entity Intiuti Testing Services CIA Inc.. ETL/Warrack Hersey I nout th. ,,hill ],,Ad vaqui­lbauls of tile F6C. two tylp,1 of Quality Assurance Contrast Expiration Date QW211202u Apturnred In , ­ U.1doido, ll Yes V,rghildl By: Mark Westerfield FL PE 48495 Validated By Gary Pr.Ui,l.r E, Cyd I c Pra�suiq ­qulrrrienLs far Wind-lboill- Debris Impart'resistant glazing are unpart-resistaut (lot go nissIle Created try Independent Third party: NO F� ValidatlUt Ca­kfl�,L - Hard,opy Ra,eived ___ .5575.54 Uarff[Cat. of Ile,pidIldli­ ' FL5675 R2 COT ­,thii,otiart 2L_Dj�,��Wj0dj_oIj I .�Iyt tL - j_ Impact Resistant: No La,�� fU-hLeL.P,_.,Lf .._------.--- ..... . ­____­. - ----- --.-�--�--.,.�.--.-�--�-�-,..-.--..--- LiII of Data Installation instructions . — F-675 R2 COI Statornelit an dj!.Bsrda,L­ of Evaluation Print - ja __ 5075.25 E�vctt,­klrnijtcn.LxJ1` Cloned by IriddipundentThli-ld Pal­ty� Yes Refor-noad Standard and Year (of ,Standard) Standard yi�_Illr a002 ANET/DA.ShIA 1UL1 2002 . AS I M Ed 3 I 2002 Design Pleasure; I �Q I PSF Evaluation Rop­t� TAS 201 1994 Opt. glazl ... j o", "afloble: (1) upt. InI t,I.IdQd Lexan TAS 202 iV94 R"Ji"na (W8DR) or (2) QpL. Frame Ist Glazing that DI)ES TAS 2Q� -1994 Eq.iv.d­ of Product Standard-, Certified By Sections from the code Product App, o�,al til�tlbod Clethod I Option D Data submitted 0110112009 Data Validated 07/02/2009 Date Pending H6C Approval Q71091:!QQ9 Date Appfovcii 0"JI1112009 5675.24 W-5-09 P -,2F!31: LIMA, 94, Steel Pon (i 25 a..) Fingle-Can (up to 9'i wide) : F11�21 , 73 75 � 1100, 190, 76, 76V, 4IRST, WINDCODEC9 W5 Garage Door ___L_____ r - - - - - - - - — ­_ , , .I 6RSF, zRsr, 48, 42, 4R�F'r -- ----- ____ ----. . 1 ()I�,V'lo �2,114.1.li 1 13: 1-1, 11, Stool Pin (min. 25 go.) SInglo-l-Ar (Lip to 9"J" wide) ______________,_______ — ___ 1 55, 405, 42D, 5 _S_ App. ev,ed far R.. :. HVMZ: NO Limits, of U*c Inantalladium Instructions Al,p,.v.,l four u.. 1. IIVIIZ: flu FL5675 R2 11 102110-R.114.pdf __ - _F Appir ... d for "so outside HVHZ: Yes �Iiuifiied 13;�. Iafk Viesteifield PC PE 48495 Impact Fbasistants CJ/A Create by findUpenderit Third Party; No Ub,shin pressure: +30 FSI PEP Evaluation Rep,. Us Ortinar- All OPTIONAL gla,lngi available far tibia product U.��.75 `��,�E CBFC 0131027-ktior I nout th. ,,hill ],,Ad vaqui­lbauls of tile F6C. two tylp,1 of ,:I -atod by independent Third Party: rig Opt. glazing are available: (1) Opt. Injection Moldod Logo. Apturnred In , ­ U.1doido, ll Yes V,rghildl By: Mark Westerfield FL PE 48495 Frame III Glazing that DUES meet the Large Mli InapaQ 0 -ill P-.- 1 37 I PSF evidu4tion Li4polta, E, Cyd I c Pra�suiq ­qulrrrienLs far Wind-lboill- Debris Impart'resistant glazing are unpart-resistaut (lot go nissIle Created try Independent Third party: NO I a ris (WIDDR) or (2) Opt. FrarnIw, a Glazing that DOES ___ .5575.54 NOT meet the impact resistant requirement for WBDR. Thu ApprovQd for u*e . U lillidta HVfIZ: Yes Prue, -t w/o glazing DUES comply wth the Impatt re5j,itont Impact Resistant: No rcquir,m,iit for WBUR (rcf 16U9.1.4 PLC). .._------.--- ..... . ­____­. - ----- --.-�--�--.,.�.--.-�--�-�-,..-.--..--- LiII of Data Installation instructions . — Approved I , . a . .ulati HVHZ! Yes Verified By: Mark We.,turfield Fl. PE ,16195 __ 5075.25 __ ____.___....__....._ -------- _____ 121 1111-11 PAII-21FI53� 11A, 11, Steel Pail (riln. 25 tia.) Cu.bld-Cair (9'2- to 10'0' wide) Cloned by IriddipundentThli-ld Pal­ty� Yes 7D, 75, i5oo, 19o, /6, /Liv, 4Rsr, WINDCODE5 WS IS ... gla Door � Addres7yPhoney[roul 4R1,F, ORST, CRS11, 2FIST, 4U, 42, a002 55� aluB, 42-1. 55F --------- Litull 1. talloitict, Imit'..tich'. .fU.. .' ' Applici for .so I. HVHZ: NO Lt. ll, Z 5 _LLIL01521 !!i.1.�A_1,_p_dJf Appi.,ed for us. rumoid. HVHZ: Y., Verified By: flark Westerfield FL PE 48495 Ini R.Ailat.rut: N/A Created by Independent Third Party: CIO Design Pleasure; I �Q I PSF Evaluation Rop­t� Othei AIL OPTIONAL glaii available for this product FL5675 Fi ljBFC 161027-A )df ni the Who load requirements or Lh- FBC. Twu types of Created by Independent Third Party: No Opt. glazl ... j o", "afloble: (1) upt. InI t,I.IdQd Lexan Frame IA Glazin g that DOES niclat the Large Fiidsild, impact a cyclic Press, " requirements for Wind-borne Debris R"Ji"na (W8DR) or (2) QpL. Frame Ist Glazing that DI)ES NOT Illitat the Impact resistant ,equil-Lannorit far VVIBID.R. The produLt w10 glabtfing DOES comply with tile Impact resistant CGUalroirrent for WBOR (far 1609.1.4 FBC). I- ,_ 01/01/2091II 561, ,I 3: 73, 75, Steel Part (mm. 25 ge.) Sung[ii-Cir (up to 9'0- wid.) I�Llllhty A: --C. .naty , 48E, 4RST, WINDCODE0 W6 Garage Door with Optional InIpaeL. Quality A;.�arar,Cu urnt,b;t Elie r3b.in Date LIPS Resistant Utes Limits of Li Installation, In,uIRCII Approved for use in HVHZ: flu FL 51 75 Ra - ,_ .R."j?.Tigh if ii App­ved I., I muldoilba HVI Yes VIr led by: maik Wc,tilicifeld FL PE 4a495 Intrateoct "italk-tilalta Yes CreMd by Inde.panderit Third Party: NO Design Pravial FJU PSII PSF Evaluation Reports Other: Solid dours (no glazing) or dudra with opLi,­jI EL5t�Z5_ti,Z_A� ,:BFC 08ID2Z-A.Ii Impact- irdaittant glazing are impact -resistant (large mesie Created by Independont Third Party: No Impact ___L_____ r - - - - - - - - — ­_ 5(�75.5.1 -- ----- ____ ----. . 1 ()I�,V'lo �2,114.1.li 1 13: 1-1, 11, Stool Pin (min. 25 go.) SInglo-l-Ar (Lip to 9"J" wide) 1.1111I of Use . vet�Lj , 42b, 40B, 4R,� I, WINDCOII Wfi Garage Door App. ev,ed far R.. :. HVMZ: NO 0-' .'4A_'.3,9_I1_4k15T1A244l .1 __Iii ______ __Llls�_ -------.---.-.--,-----.---.-..-.�� ---------- __ ......... ____ . ...... -.---.-- Lini of China ln�tadlatioai In.tructions Approved Jor uze in HVri No FL5( /5 IU _11 _1.6134 3,5 Ravi, ,Lt 3_ __ _L_p App roviled fia r U44 outtdide HVITZ: Yes Verified By: Mark Westerfield FIL PE 48495 I -p.0 Reoi.tant: No CftdL,,l by Dbd�pt,udti Third Party: N. lib�silgn Pie,i oh I 31 PSI FSF ko,oduiltio. Rr,partoi Qtfi­. The glazing available for this product meet.-. the FL567t; R2 AE CbrC 081t)27-A�pdf wind load requirements of tile building code but DOES NOT Created by Independent rhird Party: No Incet tile l"Put r.alsiam. requirement ter ,,I ... jb ... ne - '1421bris regions. — ----------- --I--------- __ 5117b,53 53 Vdi PAN-"Fl5g: 7.3, 75, SLeoal Pan (min. 25 go,) Couble-Clar (92" '.a I�Z' wide) 84A, 9-1, 4z, 4-,, 4213, 4513, 4R5 I, WINU( - 'Qurc) W6 Gil ,age Door v4itli uptional Impact - I -------------- 5i Resistant Lltes ........... ..... ... ..­­­­----­ ------- --1-1 --- ­­-- -..-.--I- -----.-.- ­­ ----- - ----- ­__.____ Limits mf Uhn irre.t.diatican Itist'i .a .1ApprcI ftr ail't in ,IV"/: No FLvG75 R2 IT 101539-A-PeVIO-5horLi Apturnred In , ­ U.1doido, ll Yes V,rghildl By: Mark Westerfield FL PE 48495 Impact ltrtslst,ant: Yes C,eated by independent Third Party: N. 0 -ill P-.- 1 37 I PSF evidu4tion Li4polta, Cutficis �;Qhd ,J,oQrU (na glazing) or doura with viptignol F�L(�75 Ril A-E I PC i - iL I Impart'resistant glazing are unpart-resistaut (lot go nissIle Created try Independent Third party: NO - ! - m Y. a 't � --- --- - - _ . ,- __ _­ - ___ ___ .5575.54 _____ ----------- ------------ 051 ING-16 PAN-_1Fl53: 73, 75, Sttlel Pail (nln� 25 ga.) DoUble-rar (9'Z" to 16'2" vvld�) ApprovQd for u*e . U lillidta HVfIZ: Yes 84A , 94, 42, 10, 426, ,1313, 4RST, WINDCODEO V46 Garage Door Impact Resistant: No GpSr .._------.--- ..... . ­____­. - ----- --.-�--�--.,.�.--.-�--�-�-,..-.--..--- LiII of Data Installation instructions App,,,,,l loar 1,5, In HVHZ: Ila FLSC,?5 R-1 LLI�QIL]Lq-q-il��!'J-Si�,,It-p_qf Approved I , . a . .ulati HVHZ! Yes Verified By: Mark We.,turfield Fl. PE ,16195 Impact Rcaqsttan�: No C,QAcd by Indapoodunt Third Party: No Ui Pre, ... I I 37 PSFI-41 PSF tv.d.bItict. Re,poii Othau.: Th. glazing ­11hible far thl, product .,data the rL.5675 R2 Al� CI3FC 090E30-A.rdf wind load requironents, of the building code but DOES NOT Creuted by Independent Third Party: No I ­Qi: Lite nFoll. lealidtinut ­ldhan,ent Car viliciboulle debris regions. Froduct Approval Nictibod Mcited I Option D Data Stuamli 04/17/200Q D.C. ValldeItad 07N312009 Cato Tattling FPC Approve 07/15/2009 Date Approved uu/11/2uoj FL , .. . - . ,_ 12"i., 1, Nu ult- ., N. -e Made , Nu Do,oiliptica, _._ ________._ _ ___�________________�_________.__.___._ a. "Fe -1`0311c", "Sirloorh5talt", � 3'U X We UpaqUoi Flberyliln_ Single Door with Trapacut I - I ji I I.;L� r 22 ii 1 � �', � , � Z U24019112XIiii N%maza " 0 assloCraFt" or "Clas-IcCraft (Ci - Inswing or Outs,,iing (�� jo'�IIPIUILIRLIL Approval Ij,�,,-)UEEP.l I'LLkii Rti , " 1- I as t" I .� 1.1111I of Use ____________.____. InErtedleartiort Inatimictivita, App. ev,ed far R.. :. HVMZ: NO 0-' .'4A_'.3,9_I1_4k15T1A244l .1 __Iii App, .-d to.- ­ ..told. HVHZ: Yes Vairlied By: Lyndon F. 3,hnaldt, P.E. 4:,409 lnlp�act R.Slattot hit: NO Created by IndopendrI Party: Yes Ve*ign Prt,aanl N/A Eviduri Ropuorl� Officir! See INSI` 12441.1 far DesIgn Pressure I F L2441 RU AC EVAL 121 .LpIlf _L � ---- -- ­ ----------- ----------- - I_ , - a ,, y adult ... I oas limitations, irl,tollation ii,st,ni,ti.na and Created by Irdap.bd.ntThh­d Party: Yes product pathaila,s. . Add,o.vPI­,orI ail - - - _­_.... - -_1__.______1 ....... I 121i'41.2 I -J;. - --.�Ib-�- -'assle", "SumothSta,", ��, ­_­_._.__. ____ _.- -_ 3'0 x GIG Opaque Fiberglass 'Single Door with SIdelli and ��, I',',, .� or "Clo55i'C'�01; �.. __ Trati (Q/QXQ) - Ent"ding or tilurtwiing Ru�tic' Series __ — — -----.,---.,-..---------------..-----.------.-,-,.- - ___ _ ------ — Limiw of Use Ithattelflatillon Imlitilu'lliars, Auprov"ad for Into it' fi CIO FLAI,tqj�Klii fj_l 12j41.2.pdf ApprovQd for u*e . U lillidta HVfIZ: Yes VQPi By: Lyndon F. E�Irmidlt, P.E. 43409 Impact Resistant: No Created by Indapend,ait thrul Party: Yes I D,,iqn P, -m .: N/A Evaluation Rep, rt. Oil—: G- INST 1244i.2 far Dezi9l, P-- Ratings, FILIL24-41_ RO AF EVAL 12441.2.pjf a:, y a outland! L- linnddLlur�, ­t4gothrau ill�t. Ucti.113 and Cloned by IriddipundentThli-ld Pal­ty� Yes p oduct particulars. Addres7yPhoney[roul � ;� � tj 'I I , I I `�� I j r, - I; q, I i:l� r 11 4 �JK I � I � I ft 11 �V �� 4!� R III �11� �i I" I� I i; IV, � :�� r ,III I r! � 'i ,11 ��411"1111,�,��Rl� � I F:�11 :I -I I!11 .... . �V.1�11-V­ "�­ � � - - . . ­ . . - . . . .1 ::,� 4 ',.��,-. 'Ei II bi , � I I! � iirior� I, � !I i 1? , ,; It i M I I I � � a I i I , ; � . � I I : , 4 k . , ! I I , - I �: ,� , 4,'61611 164 � , I � i I � " - I � ,I. Iii'll '-I It i � :0 li I 1.1 ; � . i , c I . Ii 11 � I I "' kE , ,- I t It. �: 11".. I ii fi,ig�r I I , 0 I 5 11 I 11 i�: i j j R " ii� � �i I �, �, . .: " , . : Il M " . ii li a� � ... IM I � M ".I'll .1111- _.I, I - I ji I I.;L� r 22 ii 1 � �', � , � Z U24019112XIiii N%maza I it ".1" I ca a 1. I "... laul­­ I ,I:, ba,.� I II�I:I.allllht.,Al I a-, ti � ,'w'.1IIII, I ­ al", j .,..a. .ta, I o,a, I Ii I (�� jo'�IIPIUILIRLIL Approval Ij,�,,-)UEEP.l I'LLkii vae,p.r""i,919 Kil.cerl t" I .� . .1­II-t1-1L_'b- � ll" 111-1."11111`11 ,ls1LI1�A11p­AIIIUi 11I Ili%,] F'L ;Y :1-10 I )9 Al­ph,.,u,­ rip. 'ia,, , I- ,, I a Vin start 2CLF, opplicjIl�r, 5-.1w; :,",-I qlpli Arcta,odl :X(Ol tCi TX 75056 PI UIULt fJjnuf.,ctjrir 5 ell ,11al Ali 191, M c,rr : city Add,o.vPI­,orI ail ICII iN. Crc,Lv, Pd. Sullc�itvli ,_, ,,,at tert I " -, 5G, i QuIrpli,ill.o! Martell , �9/­) _--t27 L e ` � "' CQlI_1`hCJ6dh AaI v�r�.piracc�,�,-�_nfl.li,l,:4,:"I hj the, ia;,j signa�uiro I ,at, 1.5'.d.; Add, a,. Ph,ri 11 -,.Pa, wb­gg�a,a..cran Tociiinii R�Jpreien:jtr,oa Ivan p7rede5 � Adl "" PI­Ujcn,,uI IC01 N (:,c,.L,,, TIC, Pala, oroad St 1.11l all's Yol, (or St­da.d) Z 3ri Wn TX 7 50 3 0 I'atc a v3n,p3r3,._-,lj�q,:,tX.ccIn Ili iliny A;;,,Ir ca Li,apro,ci Cad g,, _I ,,b Addres7yPhoney[roul Irr"I 4, C'eacy FLU a002 - Intal tav IX 75056 d,rrydo'l1a1,d,­r­o,u tal.t"zi,a6l,�,"gacui -tan ,-at, igoa y ly rach,", s,bcatiitj­� I ti, .,I "i lauded io4lo,itnUrl RUpol I I Ulf ,j Phi RJ'j`a.UI1Jd A' d1TVUl UI I [:P.Un�od th. EvAloboll Report F�ollua _;Cuu.. :10I.Lia F, otessbut lei Emplee, c- , L;, 'it,66", Report 1,� d.pir R.cri ,or Flo,[do Eng jI or Alchnect Hall), aho di,,oltipoll ---is RoLern Lorna�- the E%lih.136101 P, ECOFt 01/01/2091II Flu Ida Li-t,rile IB ti I�Llllhty A: --C. .naty liatis"I AcUT40--ahon lai rolre,94,hont :hatitutu Quality A;.�arar,Cu urnt,b;t Elie r3b.in Date 111/31"?Jl I validl4xij by :;"nall m. U'l-l" PC FII ?,ill.,Iicyt. I"r, rhI,jj,a,, ... ierrarl,r oritalo: ...... b,�, V V,hdafjon C­l1l,t liaroct,py Re,eived crrkific3ta oflI1d�PbhtjhIv, - I .11111-ul-11U.. ,��;.I,.��z!LL.,�L�LQL-rL�.gi!kc,A!�nL�L.ii�Lf v,.QfQ,,incvd St�anclaird -and Y.a( (ofSt-da,d) Stat'alard yastr SU-j ­d — YtA-r AAIdA/IADC,IAjCsA IB�/I,S.Y/,,i440-r5 �0105 11 I Pill I 11 � �1�� ,� " ij�jii 4s�� r , � ,Q , .,_�., ,I - Irl -f,n,. , �r - ., ,­ - .0-j"c' � � , III,_ 'U,"`,�A,,,,�(,� 1�2.10j ��J��1�1114;4`11,, 'I mg� 0 N I i1jr;Jil. . , � M k, r E .-g _ , , ' A , .. "t, � ` i1i WJOM111,4�� MrA I 01N'r 11, �Ilflil �,Tj, A 1'.�,?& ME, B� ,; 9 M, ta I i�,;&,at,&-� ,,�,�!�,��i�r�,�,,�l,�,�.:-,:L,t",V;"Y,t�,�r;�14t����A .�­,nh. � cas. � ­­quo�jal I Flo, foi(lis I! sAoA5.0�,,;. I .- �e.e , �.Laci I ­ahur � 6,harbittia'p I Ua4 11 ­Ih , '�, 4, , ."i �N I, !,ru,luut approval Sri P4.11 ILI., P,", t-lal.14 Nitu I fta,)U,L._o_r_,ka�1dars,1. -,U131.1.1011,1, I AP�bzodi-,h U41I.1 FL d -LI227,1 "PIpli'ati." Iap,, 'I­ Codq Var,aor, 2cul ,I,,,uP:Iiu:n S:a;u5 Illapro,ai toin beil� vae,p.r""i,919 Kil.cerl '5rcluvad . Prud"Ut rdallo�ct�,ar ,,mi"I Al ...... "Urn 10rapany AddrQi;lI/0,UaQ/iZhi itCut V1 Circat:y Rd kefirencera Dtancl3ril ,Ind Y33r (ofbtsi-darg) i.ul-dilil _y1a AANA/VIQIIIAjf:VA 'U'./I.Q.ii C5 `tj U 5 Equrval-ruu ofii Btardard:i , ,�. I Ufi.j IIY V.qU,­Iuh­ .fF, ,,J -,,,t -3tardo.d, rrc,jdct Approval m3uncel �,Ialrnudl I Ur:uor, A (-a, tied dy Date gubuil,ted 3z/04f2)C9 Sricdot,5 �rrao the Code _____ ___.____._____________ DaLaValld.1i'd 031rc_11,12001) P,idw.t APLh.v.J MOLIted Ma-thad I Opidon b Date P.nding FLIC Appir.o.] 03JOE120,31) D.t,APLheVa:j 04io�1_100`1 D,,ha Sul .... Ined lu/3012thug DAI:1 V4Id:U,d io" 30� 2009 Summer, of product, ____._______ Doce Plandinig FIBC Approval liXiii I - ._____.___ --------.-----.--�-..-�..�.��--�-�-.-�-.-.�.-.--�.�-� Lraa, ,,Lquovl,d l2X9/2G0.j 1 IFL 4 fisulti Uramli i Ninths: D�adcfijitlon — _____ _ ______________.__ ______.__ 12274, I S"Niv 4ZO AlUminvurt SrSD XX ang X0 (rinloys) ')i' .,i 0" ShigId Gloia !�.-­Jy at Pirculuct. I and ligiLrated romp,bod I Marnul"Clurie'; I'litollatioll __ - ------- ­__ .---- — __ . __ I H.11alctror.. 1 Ij 1,19i 3 Scrics ISSIC/1570 Aluminum P,V (Fli 60" x 6U" insoularisd Annealed _---1 � _1-.__________.______-._ __.. ­­ - ­____ ------- _ 31W. Par Hjrvjfa;t�dr-r'v invL4IJjUQr, 1ntmjI;tiQn�, 11,115 Of I ib c,,JlrJ,a,hI Agancy CiAiii.ali ___ __ ______ Approved far tire 11) 1-17i I%! No FI ml, ii 11, � " . , " -!,tLckt�4-4("&(,.�i�.,&,aaA",�:�,�lt Limaita; of Ude larinhillatian Instrustlumni Approved flar noise outaid La. I Yell, 0"lauty Assaini Conlhacl: expi'athist uni I Impact Rtislitant; p1c, I Approved tor Use in HvHZ1 U �q-k.j,j-l�'�.A9-!L'21-t!tL��2kl-,�,�\..E.,i5ii,-laqLit.i,pj( Qfb`Q/aQI2 Apra_cd f ..... una t,id o, A Vpi Yes FIL13199 RU 11 '.I] ind-0I pol"J"ai V'Sight Priasoa-l'o, +40i irrIctallaflina Enst'llcuunc; Impact Rdsbitall No Valueo! By: Luis R� Lomas, P.E. 025.1.4 Order: S.. ottoui d'a"ings f., she In't"Ildtio" PI t).274 RID If 01 Fl C,il,,ing.p�Ij I _� , l,zuU,tR,,t, Product Lizifol"larhe, Irlduld'Dil Irld od,tr VtOted BY, LU13 R. LCulav, P.E� 6251-1 1 udailri. P- or,.: ,401-40 Criuscad by Independent Third Parcy: Yes " Order: See inticintel dra,vingl, for the kite,illAtlori Evaluation RaLl Inhits of usn. Crzadmd by Inclaptalclent Hurd Pan-, Yet: -. t,tctiornr prediI puiro,,i findtl/or, arid udi rLI-iI911_RQ_AF_f)r3 611:1117-2 Svilas 1550-1510 (60 x ailaguatiore Platurilt,ir . :2,11tt; of ua,'3. (10N_L`e,`L1LGjMfl_R_fff I Cre,jta by Ind,ifendent 1i yosty. — r."at'd by 1,,,I,p,,,,I,,,t Tied "'I `Ar, F= ____ ------.-.-�----.---...--.---.----------.------- F, ______--__�___-____ _________-_________-_ ___-_1 ---------- ---------- - it2i'll Z Sal las 420 Alunuintan, SOL) XX and X0, (rudota) �,',�' �c ga" Singl- Sij,j IFI -1 "-."17 I Fli l9c,0119A) Aluminum PW (Flo) c50" Y F�)` Innailated Aureal,ad 3/1-o". and hou!irtuil T,earvaed, Par Maratif,ictiarer'l Irr,'Caliali per i.l."ardO.d(I's lastAl!.I ;nitrurtiule. I Instructions. ____ - - ___ --- _._-...___.__ ___ ______ _ __ ________________ ILI fults; of Use Irral,illial Inaurlauthimm Liri of Ui Crutificatitin Attine;y Canrthrid.Lu Appiroerad for U,, It, HVITZ! No P-Ul' I ')') L�-11-.21-�,'--4�'.�!;L,�A-E�,-t��,!-�l',I,l�' V-1 Approved for lrse fit HWIZI, No, Stl2274_R0_C_CAC_0Z �Ioukes 419 xX (If. x 961 APC_,,1f Aplbr­cd fur I,,. nudside HIVI Y,,s FL13199 RO If C4 (18-00IS23A D­grcwr PUT Appror.red for Ua,v ,lutsicles 111,ILIZ: Yes (Luality Asinnuoincl: CeniarztUt .E.pbr.tho. 12aaaa Impact, Ralibitent: No verified By! Luis R. Lomas, P.E. 6251-11 hillpactike.startdat: CIO 06[30PD12 beadtin fareatsI,ne: .40I Created by independent Third Parry: Yes. Viamon Pressure: ,40/-Ilil instalintion liantruuthills Other; Slit att,idneJ dirdnirl for the knCillition Ev.1.4thu. Raupuarr:4 Other- See attached drawings for the Iril-talladno, E-L-v�L-L/4—'�,';Ll[-j2�!,U,'��,11,,',�-I tw6go.1ti matauctlors, pircclud prindformai Ij ... itii and other FL13199 Rig AE 04 i 10820-'a v­ijii liI 1970 L�.D c Instructions, prcoltitt paRforriniji Inuili slid oLhcr Vaullfl,bl a V! Lain; R. Lomas, P.E. -�250 Inn't- Let U- ,ED) EvaldiaGurt,radf genet, oi us.. Cr-ced gy Judeplardeant Third Party: arlat ICreatird by indupendaid; Third Final: afel; __j so"Ittoti... lioni e [Ltip://%�Nvw.gotic!abtdi(fiiig.oi.�'pLf�I tippZ-41.asp.%'?p,�,wit�,v(jENr,\'(,No. -,------ __ rZ,eattoid . by h,dothent%vt Tifitl Puty, - ------*- ------- �­­ �­�­� - Sell., 430 Aluminum SCD XXX (Vlata,$) LIIJII� riga$Illgrelitilis anj [i�3� i Insulated Tarapeirld. W., MznUf,1:ui..r,,,I irtlriafl,a�ioa, WN I , 1, , , I .. ; .j1 - "Irw i �Pt,4m, ; 'in, .,I I I 11SULUILiLull, , � W ii , )4" Y, - L , � : '4' � ia� , I ­­­­ _-_-__-_.__1 ___ — _-1 ------- ­­ _-1 ­­ I ....... ­­_­ � - . ­ - __ _1 N.-LO.Ii ! I, � �1�4� a,� I. ,c_ I'm , -, IF HILL41­111I.111111ili ,Ili pill i i�iplii I � � I " - 1.11111 La of U e tatlificaucat Ana,c,cy C�u-flficjte I 1 , I ILI' ON I Aillarla ind for rein lot HVII No �112214 RQ L: fi%r 05 Sdi 630 XXX ?143 ,r Th' I V I -) '4#41-h" �, � i 1 - 1 - �, , , ��,�"l ,��Ji a it 3 4� - �[' ,'I - '01,001 �, .1 W i It I , i, 141, i ffig ioll Approved far ware, birglr�iclo HVHZi Ytm &Dlbrf� � I M , � I UA. — __ "-,------- �.. M. � � 4 I A., -.--wj-fn.,,4�o,��L't,��L?�,,�.,,��v:tra�,t.ili�'AA "Blialt Ila , 6 --77_------ ---- - . I ... I ifl..!Ainal.; N. Nly A.aur,anuo Ci -it 9.ph-rThar, Detaid tic..... I .�, I U,.­.i­­, I Itii 1 a_. ­h.,. 1 5-1 ­. I r -AU- I Iti star I .1. 5�. -1 I U" � al-uh i DoAgn Prin;zurus -4:1,1-4') vicniez i2 e'�` Uthrar. �Z,u 2turjlcdd5o,A-U3 fa- 11,2 mile Olsen ho- 111,01:31.1n, 10.1in,clolonai il� _ " �j . _� A 11I I II Ile L ct oil$, p'acla:t ji:r;:rli It Yltaivp 6-d odlar Q.�LZ27�1�,CIJL.q�', rjLq�� , �L,;.� .Ujl. _ , z,2Za _ _ ", U i1gloval � sf User Vc,rl 6 id �3 , Lid r, 7,, Ca, �j P.C. 67-15 L4 . itle, . . no is I " "A ian;,�.Id by Ind,!p,.rIbJs n I I f Ird -or ty � Yts E'ohti R,,puild 1�11-1�t=�, 1ALlinulft"41.1 .f�.l�Al,,'.1.,��,:-ALIL-,,It�InLi,'tI -Wi�ilal chaIail _ Creac�d Jay lrtd�p�lodr%ruc Frard �Urty- ­_ ­ - _____] Cr, _____1____-=_=1___::= '-- - — _ -- --- ---- � ______,____ _____ - � Fl. It �1_11-'412 1 �1.9 � -1 6i ,,,, - 41.17. ;Irn,r,,,- ��Ci )IX� 1,-hnT%­; 1 4-i" a �(,, �h,oji, (jo, -1 i1ppl".6'ri rvpa 1j., I ' ' - ­ ' - " ' � CU,jU Vu, Ilan 2col _. ._­.______ ..---.-. - ­_ ---,- rr.1VL<ljo:nz. ____.._._____.1 APPlICaUM 5:a(Ull �tUrdiryFloQ Approval Lit"i rui Ceftsficatifti Aqiunty CIritim,aco. c- ­t, Approld,as for Ili Ra livil4l tic, JLI-l-4­'1-i+ ID-(­'�� L'- *.�ZL,:�i.-iif-/,,X�.,�U4-j,.'-L-� i- Archiied Appirwi,ad to, I taidelklia 4VHZ: Ye, vti!L�g ImP4Ut ft�bitlutbuyth Flo quilifilly.hanturairme Coni J;nrirdii Clato D .illin Pir,rizinsurt,; -l C?AOI 12 Product Man UT:jcL.Ir3I 5UnsI al API COInPallY IOU , �­ 3- aLt-hed 0 awl, ,j, `v 11.4 Its(.. .U,, Imit,dii,tion 3meti.-Uum,; I (],I,' ct c 111, p-:,,cr;C p::r%r irsnes, I I at csicur la- d odher fl -12117a Fli 11 �61`1_C,05.)3CIrjI Add­,,L/L,-IhorbQ,Ll):iiI trot lei II P it in, ta, )t Us 0 1, tlirt li e of � , Lu 3 . I-Dradi I P� is & 2 t I .4 ';�Illjl lot, IX 710ja C'..,. -,J ILI'/' I ... jthV.�U&rI. Thi'd ner ky . Ii �972) 2-2-3?.F I PAL 207 Fvedu is ,tell R"*`aIi ian4darjUU,.,rjq,a:txzcm Cee�,r-d lr-� Ind.q,;ind­t Third a,irty: L_____.___ _ - - 1- - - --.---.- ____j -_ _ Aotthulwad q;.j,I in- -Lis L.,h,,, QIjW Didifthns cods 01i III I P, /I V, W W. A 01i IMA I (11 Ila. It g1jiLlf- r__jplU�tl. a,ap.,,?pRr ala(F-1v C,F,l Harold";'l, lon, 5.-Pd.cci I r,- I- -- I Tt -­ , . ­­ , A I ale"11'7rl�letj�� Ear 0 h� I�Iil ,46i,201 I , I 6 ? I I .41,1 �iNJL�� iI! A. �41 � t. 1 '941 .1i.cectiti R0. , � ,,, '. 01196"" Addltam/Phonai -, "' ­ . I ,I �� , N , ` " 0", � I Todlinle,31 REVesairl:afive Iven Par ads; 1, ;� iAC �4 P #4 .alwl ICUI I � i; - t 4'. li ", , , : arrol act, rX J SU 36 ( - - ) I I txvil .1 11, 0; pl� , I ; . , , ; � v1r,p1r�ceITJuJJLt.Xz:cm 111I . 'Xi , e I fNT11n!?1Lt`0r0G�kaiia`e41,t1 �t , I e , , ­jilat ... �,l " , ,,, I 1-1 � � '1192h f, ,��, -f . ! ReMal 'i, , �E,hrevii, .1 nvtt I o'll � tr,��: r, ,, � .si. F- I cal. I ul"."quele., ! ne, oI I aeo­ o.,h ,a. j �t_ ­. j ,or"c­,; I ,oc too I lt,�.­ I, �P I u," � ­_ i r $?' t ,uallty As5d,ari CoCalraso,tii I�aim V.i,gdils, 1,1.5. I f I l!", "", 1, ;aN Addries,/Plionalctri 11701 vi. Crcilry Flu. P, i I. io,�, I 11 P,iU.,,!i,c,1.Ap , '�arrul tell rX 750id " 1 us ey,val ,at). par j";,,pg 4cub.ccm I I i�; , I , 00 �t' - .0 COPID , � kk .. , I - category il,I I'duvis Ir 1z z.It.tlA,,Le,,W --, I, I ila­, -­,r__iz,U,a�_b , it,jaAUjLL:,I , Awo;,u ;-.a Li I I .1 I � � ;.---- � ;­ai I - ".. '-. 2 I ��,: �, I PIL A- :U2939 ii 5A "III P i'F441chlic') Trip. �14,lr . "abs,tocru'l 5 III) I Hunts � 4`42 , It � 11 11.uph.,­ pil.kilual �­ladtiUri PIPUlt 51111 ,A Fkaidd 9,Ibi­­d At i LN d 0-1-10 VP. ; , �1 I 1 i� �� cudo version, 2cul 'I , " Ii �� I ��" I rt '10NIM lir.fosaw,al Englilitur �?i 11 �� III 0 Applicatdr, 3 AdIrl'o-saj , I I'll 1,11 � 1W �atgs , , I C,.l.bator Papzrt Uracup-1 Racai,ac, I ill VIIN 11 , � ""I'll, II . , .. ­ ..... __ Flwhda Eng neot or Architect dartia who divel Ipad it Polaftia John.at the EvArl Report Flo -1,33 Ll:ollsD aE-C25 I -P Product Narbutict,rer 3cn:IraIAiva,Facm cohili.jily r .!dd,Q,hyPh.aa.jr.r,lII ICOI IV. Ciro,,ty ad ,,.al.tV A,ts­rc. E.hty ,I atisrA z- .,L!,6a,, 0, ra,-aga rnint ir,lututio, - i ­rral Len. IX 7SU-16 � t �, 11 , Qually Assdrarco contia,tExio ration Date I-./dI!2DI3 �137i!) -12-527 1 Ext ?UY Y.I.d.t.d By ! ov,oh. Ca. U -I'll, PC v�'n.f4r3�-adoclact'..cc ... V.1ld.tilm C ­Ii lia,capy R-I ."I'"'i'qui S;9.a-jj,. I 'a'. pa'ad- Clifti(I LiflieldpilliddiflUa � 11 1,F 2 P... _ ,.I I-[ I Ia-! off ,,,b'J;'­ i:,ca,j,9­t. UUb, lacbrucal Rwii;iarl tvan, Paredes R.fcaaholad Starboard andVita, (ofSkanda,d) 1-111I _yl -c Addroaf/Phorricirr-ahail I�UL w. C,c.-Ly PD, AAIAA/Vi0M6/CSA I0VI,'.VA-1 2005 - areal tcn, TA 7 5ujo 1 vcr,para-.Ue,,9(qac1x.L:CnL EqU­Iar. of Pir3diti 5tiurclardi Coruffical 3y C.4�yyt,sg­,j, Q,praa.,tit­ Tad S. ­Ii Adals1/PhOr.tU=_.sdI Irat W. I RO SuoUlar, �ru ... the Code � at, at ti TX 7 50 So k._1.­.Ib.,zLr";ci,,.-,b' P.,,".1 Ap, -1 Fti r'I'li".1 I 0 -bo, T, ,:,a:qory ,v Maws 11,Lt Sub ILLU, 0-11 //-,nj I Sukcategwv Ion izvoti t�l,dli, Claca vo da -Ad Ci I I , Ft,,ra F-d -,I FPC ,C,i 0,-,./.sd) � 1) I I Clo.ehli Masi 1 ,,alud Lial I Rape. L III I I Fiv, Ida Rig -n ell .( Idli 1-1 I a I L.ofillad -larli FrUtias--lai L,flgl,r-r S . .......... v a la,cidn't. __ ­ ____ I I Cilhlu.tor hinpcwt lii,I P­,.,l­, UL P ----I JilibIT-.1, Nount,er or Hourn: la,asliptican Flu"Id EWA Lazar Or Aijulnuil;t Niorg ,41rd cl�,jdl,pedl -us Robu(to Lon ,: I, 157:i rESJr-I:ffr �H .55i(VJ57jCt�-:-e111;1 'SFl/'I_C?.3.JjY1V4:Ii tnai,ijuatio, Rudi II 3.11ACT IS-0-ta LI:urnar 'E -CI 14 Child Is sit U 6. 3­1,41AI,na In,.t,u_tI ___ rol An ­ca iliality 1"ki,mal A".ditatical and imia..dui '­fArl.,li, App ,lov'd tor .a. in FIVIII No II TZ rici H lr�(,�::I�.:J lusty Arsati Cw.t-3:t Sip,aln:in Date 11/�!'1231 1 Apt_ n,d put. ... ..Laid. HVI12: `­ ,/-,ili,lr)y lui-;a­I._I­­t`,t1- 4 ".iiulnd by ��,ia,en M. I VC ,,,, Is act Rtuelclisarit.- [,to Creat -d! by :nd,sla4'bioo-r Th r: Ps,-,: '(a-. UISIgn Prcslnuria NI h,whaothan Rt:ponti yalfidatio. cllcW - 'Il ll,,,cc�p, Flo�vvr,d C, h- II -c) Tr,­r.j A-I:xl IiTj,;t;d r-.N.-A,T; rc:R LL_�.112 Pin rar -,T7,2 �X SI,B _IT17 -t;e-tThr- _ � "� . I Jul PA .. .S. ­ — __ Created toy :iadiice � ,�ii "41. Ca,-.iarilaa oflodepitrZaaheir _11=0_111 —RUrC,� 11II3g1__11T& � - 1,11122 ILS50111511-j Pi1r.1f;IIT(3U-_o,;. -I- �S�011570RECTAPVJA,llp Sli ix-Cf-rNui wit -507d __ _­__..____ I K44-101-itaCT — V.%ancinal St-d.d .,d ,,. C-I'Standard) 4-imi.-AL4 r� air 1.1milis of (I.. InA.1haticara Inslailittilarail AI%C,IAA1lQl,?4/,(­,BA 10-.yl�S,21,1�.1113-f,S 'IOU S App,. -,.,J for .­ I. KV"Z: fk, FL% ,I L'..0 Q it - j 3-0 � I 1- - er Appru'.rud fur use orritiddot HVI114; ,,s 11-ri ncd By: Cut i 1R,bcrvo to-,ud, ,52! -4 Inqi Rot,T.Llaitt fit, 0 ­t,I ter *ri -,',- t Th ir, la­_'� Y11 Elm ' - -. of P, aclull 3tairds,J, D,Axlgn Pruwii 1114 Evaluation Ropurlai L-rLirl'I"i Othcr, Itti Q ITC, IAL_A 1',lPi gll,, IlIjI. lj�)FJ� t(,'Ik ­L­Il,d IIU .,L bll�91 vJ SWIF�; "4XI ki 0"at'l L'y o,l,-(­'­t Th,- P-, Y- — seltnO -,om th') oluda __ -----.----- — :­?5N3rrh,_,dl-4­.nrA Ile: ­d I li,prr.ilr) 1"'.hratirm S�ITVIVXICY-) D.I,jI )3i Data ac1ngi F3�,Ip_*,c,_zI ),;/L,l/1i:,i _)i:ta;*'c"c_ lC/Ij1,2jo9 FIL z I Jifocial, hunnitim.- or Name -_ __ ___ --al I— 0� 15OX. ___ .... _ I __�`i , VI t I --- COX , ,wii) 242-5-gIll Li�it 20V — .. -----,..-.--.--.----------.,-.-,-.--..�",.-.---�-...- vjn,Pjr:tcjsvqa,hx ccrn ,%U-d,.r­d signo,iro, [IV: I Arvai,rod fur usa Em 11VAIL: No, vae,p.r""i,919 Kil.cerl ladiflical ftctrcsili Pisa ParrIdelI Add­af1P;,U,layCln ,,it A Cut Vi. C,cYLj RD, Q`cLIVIF'rias `nula +.; "D :,Ir,ol t1n. f4 150�0 Deeu:i3­aft_J�­4,­j,ii +� ri ... v)I),�5r:i,.­,3qadx,,,ju q. �hty A-.,jr�rd,t ;Z.pr�-­t;q1,g raid Gur,ldiick ,"Qro�s/phorle/Eha all IC01 ei. CrC:ty PLO R,briai­ :X(Ol tCi TX 75056 ri volition tO J.i C U�I,glj itta,.s. - --alegwy 2SIOrloir C,brr; Sullc�itvli �l di"d E,t...", Dr., Ast.r'bl,­ QuIrpli,ill.o! Martell �'vl j5�itieli Milk it Lislll,j CQlI_1`hCJ6dh AaI 4r-i�rric,oa Ai(nitat;tural N�nrf�ii AAiiu,w1juri Velld,dadl 5 y stai Co. Did), PI: Add, a,. Ph,ri 11 I Validiatitall. 1IuUd,H1!-Hs.i R.:.I.d kefirencera Dtancl3ril ,Ind Y33r (ofbtsi-darg) i.ul-dilil _y1a AANA/VIQIIIAjf:VA 'U'./I.Q.ii C5 `tj U 5 Equrval-ruu ofii Btardard:i , ,�. I Ufi.j IIY V.qU,­Iuh­ .fF, ,,J -,,,t -3tardo.d, rrc,jdct Approval m3uncel �,Ialrnudl I Ur:uor, A (-a, tied dy Date gubuil,ted 3z/04f2)C9 Sricdot,5 �rrao the Code _____ ___.____._____________ DaLaValld.1i'd 031rc_11,12001) P,idw.t APLh.v.J MOLIted Ma-thad I Opidon b Date P.nding FLIC Appir.o.] 03JOE120,31) D.t,APLheVa:j 04io�1_100`1 D,,ha Sul .... Ined lu/3012thug DAI:1 V4Id:U,d io" 30� 2009 Summer, of product, ____._______ Doce Plandinig FIBC Approval liXiii I - ._____.___ --------.-----.--�-..-�..�.��--�-�-.-�-.-.�.-.--�.�-� Lraa, ,,Lquovl,d l2X9/2G0.j 1 IFL 4 fisulti Uramli i Ninths: D�adcfijitlon — _____ _ ______________.__ ______.__ 12274, I S"Niv 4ZO AlUminvurt SrSD XX ang X0 (rinloys) ')i' .,i 0" ShigId Gloia !�.-­Jy at Pirculuct. I and ligiLrated romp,bod I Marnul"Clurie'; I'litollatioll __ - ------- ­__ .---- — __ . __ I H.11alctror.. 1 Ij 1,19i 3 Scrics ISSIC/1570 Aluminum P,V (Fli 60" x 6U" insoularisd Annealed _---1 � _1-.__________.______-._ __.. ­­ - ­____ ------- _ 31W. Par Hjrvjfa;t�dr-r'v invL4IJjUQr, 1ntmjI;tiQn�, 11,115 Of I ib c,,JlrJ,a,hI Agancy CiAiii.ali ___ __ ______ Approved far tire 11) 1-17i I%! No FI ml, ii 11, � " . , " -!,tLckt�4-4("&(,.�i�.,&,aaA",�:�,�lt Limaita; of Ude larinhillatian Instrustlumni Approved flar noise outaid La. I Yell, 0"lauty Assaini Conlhacl: expi'athist uni I Impact Rtislitant; p1c, I Approved tor Use in HvHZ1 U �q-k.j,j-l�'�.A9-!L'21-t!tL��2kl-,�,�\..E.,i5ii,-laqLit.i,pj( Qfb`Q/aQI2 Apra_cd f ..... una t,id o, A Vpi Yes FIL13199 RU 11 '.I] ind-0I pol"J"ai V'Sight Priasoa-l'o, +40i irrIctallaflina Enst'llcuunc; Impact Rdsbitall No Valueo! By: Luis R� Lomas, P.E. 025.1.4 Order: S.. ottoui d'a"ings f., she In't"Ildtio" PI t).274 RID If 01 Fl C,il,,ing.p�Ij I _� , l,zuU,tR,,t, Product Lizifol"larhe, Irlduld'Dil Irld od,tr VtOted BY, LU13 R. LCulav, P.E� 6251-1 1 udailri. P- or,.: ,401-40 Criuscad by Independent Third Parcy: Yes " Order: See inticintel dra,vingl, for the kite,illAtlori Evaluation RaLl Inhits of usn. Crzadmd by Inclaptalclent Hurd Pan-, Yet: -. t,tctiornr prediI puiro,,i findtl/or, arid udi rLI-iI911_RQ_AF_f)r3 611:1117-2 Svilas 1550-1510 (60 x ailaguatiore Platurilt,ir . :2,11tt; of ua,'3. (10N_L`e,`L1LGjMfl_R_fff I Cre,jta by Ind,ifendent 1i yosty. — r."at'd by 1,,,I,p,,,,I,,,t Tied "'I `Ar, F= ____ ------.-.-�----.---...--.---.----------.------- F, ______--__�___-____ _________-_________-_ ___-_1 ---------- ---------- - it2i'll Z Sal las 420 Alunuintan, SOL) XX and X0, (rudota) �,',�' �c ga" Singl- Sij,j IFI -1 "-."17 I Fli l9c,0119A) Aluminum PW (Flo) c50" Y F�)` Innailated Aureal,ad 3/1-o". and hou!irtuil T,earvaed, Par Maratif,ictiarer'l Irr,'Caliali per i.l."ardO.d(I's lastAl!.I ;nitrurtiule. I Instructions. ____ - - ___ --- _._-...___.__ ___ ______ _ __ ________________ ILI fults; of Use Irral,illial Inaurlauthimm Liri of Ui Crutificatitin Attine;y Canrthrid.Lu Appiroerad for U,, It, HVITZ! No P-Ul' I ')') L�-11-.21-�,'--4�'.�!;L,�A-E�,-t��,!-�l',I,l�' V-1 Approved for lrse fit HWIZI, No, Stl2274_R0_C_CAC_0Z �Ioukes 419 xX (If. x 961 APC_,,1f Aplbr­cd fur I,,. nudside HIVI Y,,s FL13199 RO If C4 (18-00IS23A D­grcwr PUT Appror.red for Ua,v ,lutsicles 111,ILIZ: Yes (Luality Asinnuoincl: CeniarztUt .E.pbr.tho. 12aaaa Impact, Ralibitent: No verified By! Luis R. Lomas, P.E. 6251-11 hillpactike.startdat: CIO 06[30PD12 beadtin fareatsI,ne: .40I Created by independent Third Parry: Yes. Viamon Pressure: ,40/-Ilil instalintion liantruuthills Other; Slit att,idneJ dirdnirl for the knCillition Ev.1.4thu. Raupuarr:4 Other- See attached drawings for the Iril-talladno, E-L-v�L-L/4—'�,';Ll[-j2�!,U,'��,11,,',�-I tw6go.1ti matauctlors, pircclud prindformai Ij ... itii and other FL13199 Rig AE 04 i 10820-'a v­ijii liI 1970 L�.D c Instructions, prcoltitt paRforriniji Inuili slid oLhcr Vaullfl,bl a V! Lain; R. Lomas, P.E. -�250 Inn't- Let U- ,ED) EvaldiaGurt,radf genet, oi us.. Cr-ced gy Judeplardeant Third Party: arlat ICreatird by indupendaid; Third Final: afel; __j so"Ittoti... lioni e [Ltip://%�Nvw.gotic!abtdi(fiiig.oi.�'pLf�I tippZ-41.asp.%'?p,�,wit�,v(jENr,\'(,No. -,------ __ rZ,eattoid . by h,dothent%vt Tifitl Puty, - ------*- ------- �­­ �­�­� - Sell., 430 Aluminum SCD XXX (Vlata,$) LIIJII� riga$Illgrelitilis anj [i�3� i Insulated Tarapeirld. W., MznUf,1:ui..r,,,I irtlriafl,a�ioa, WN I , 1, , , I .. ; .j1 - "Irw i �Pt,4m, ; 'in, .,I I I 11SULUILiLull, , � W ii , )4" Y, - L , � : '4' � ia� , I ­­­­ _-_-__-_.__1 ___ — _-1 ------- ­­ _-1 ­­ I ....... ­­_­ � - . ­ - __ _1 N.-LO.Ii ! I, � �1�4� a,� I. ,c_ I'm , -, IF HILL41­111I.111111ili ,Ili pill i i�iplii I � � I " - 1.11111 La of U e tatlificaucat Ana,c,cy C�u-flficjte I 1 , I ILI' ON I Aillarla ind for rein lot HVII No �112214 RQ L: fi%r 05 Sdi 630 XXX ?143 ,r Th' I V I -) '4#41-h" �, � i 1 - 1 - �, , , ��,�"l ,��Ji a it 3 4� - �[' ,'I - '01,001 �, .1 W i It I , i, 141, i ffig ioll Approved far ware, birglr�iclo HVHZi Ytm &Dlbrf� � I M , � I UA. — __ "-,------- �.. M. � � 4 I A., -.--wj-fn.,,4�o,��L't,��L?�,,�.,,��v:tra�,t.ili�'AA "Blialt Ila , 6 --77_------ ---- - . I ... I ifl..!Ainal.; N. Nly A.aur,anuo Ci -it 9.ph-rThar, Detaid tic..... I .�, I U,.­.i­­, I Itii 1 a_. ­h.,. 1 5-1 ­. I r -AU- I Iti star I .1. 5�. -1 I U" � al-uh i DoAgn Prin;zurus -4:1,1-4') vicniez i2 e'�` Uthrar. �Z,u 2turjlcdd5o,A-U3 fa- 11,2 mile Olsen ho- 111,01:31.1n, 10.1in,clolonai il� _ " �j . _� A 11I I II Ile L ct oil$, p'acla:t ji:r;:rli It Yltaivp 6-d odlar Q.�LZ27�1�,CIJL.q�', rjLq�� , �L,;.� .Ujl. _ , z,2Za _ _ ", U i1gloval � sf User Vc,rl 6 id �3 , Lid r, 7,, Ca, �j P.C. 67-15 L4 . itle, . . no is I " "A ian;,�.Id by Ind,!p,.rIbJs n I I f Ird -or ty � Yts E'ohti R,,puild 1�11-1�t=�, 1ALlinulft"41.1 .f�.l�Al,,'.1.,��,:-ALIL-,,It�InLi,'tI -Wi�ilal chaIail _ Creac�d Jay lrtd�p�lodr%ruc Frard �Urty- ­_ ­ - _____] Cr, _____1____-=_=1___::= '-- - — _ -- --- ---- � ______,____ _____ - � Fl. It �1_11-'412 1 �1.9 � -1 6i ,,,, - 41.17. ;Irn,r,,,- ��Ci )IX� 1,-hnT%­; 1 4-i" a �(,, �h,oji, (jo, -1 i1ppl".6'ri rvpa 1j., I ' ' - ­ ' - " ' � CU,jU Vu, Ilan 2col _. ._­.______ ..---.-. - ­_ ---,- rr.1VL<ljo:nz. ____.._._____.1 APPlICaUM 5:a(Ull �tUrdiryFloQ Approval Lit"i rui Ceftsficatifti Aqiunty CIritim,aco. c- ­t, Approld,as for Ili Ra livil4l tic, JLI-l-4­'1-i+ ID-(­'�� L'- *.�ZL,:�i.-iif-/,,X�.,�U4-j,.'-L-� i- Archiied Appirwi,ad to, I taidelklia 4VHZ: Ye, vti!L�g ImP4Ut ft�bitlutbuyth Flo quilifilly.hanturairme Coni J;nrirdii Clato D .illin Pir,rizinsurt,; -l C?AOI 12 Product Man UT:jcL.Ir3I 5UnsI al API COInPallY IOU , �­ 3- aLt-hed 0 awl, ,j, `v 11.4 Its(.. .U,, Imit,dii,tion 3meti.-Uum,; I (],I,' ct c 111, p-:,,cr;C p::r%r irsnes, I I at csicur la- d odher fl -12117a Fli 11 �61`1_C,05.)3CIrjI Add­,,L/L,-IhorbQ,Ll):iiI trot lei II P it in, ta, )t Us 0 1, tlirt li e of � , Lu 3 . I-Dradi I P� is & 2 t I .4 ';�Illjl lot, IX 710ja C'..,. -,J ILI'/' I ... jthV.�U&rI. Thi'd ner ky . Ii �972) 2-2-3?.F I PAL 207 Fvedu is ,tell R"*`aIi ian4darjUU,.,rjq,a:txzcm Cee�,r-d lr-� Ind.q,;ind­t Third a,irty: L_____.___ _ - - 1- - - --.---.- ____j -_ _ Aotthulwad q;.j,I in- -Lis L.,h,,, QIjW Didifthns cods 01i III I P, /I V, W W. A 01i IMA I (11 Ila. It g1jiLlf- r__jplU�tl. a,ap.,,?pRr ala(F-1v C,F,l Harold";'l, lon, 5.-Pd.cci I r,- I- -- I Tt -­ , . ­­ , A I ale"11'7rl�letj�� Ear 0 h� I�Iil ,46i,201 I , I 6 ? I I .41,1 �iNJL�� iI! A. �41 � t. 1 '941 .1i.cectiti R0. , � ,,, '. 01196"" Addltam/Phonai -, "' ­ . I ,I �� , N , ` " 0", � I Todlinle,31 REVesairl:afive Iven Par ads; 1, ;� iAC �4 P #4 .alwl ICUI I � i; - t 4'. li ", , , : arrol act, rX J SU 36 ( - - ) I I txvil .1 11, 0; pl� , I ; . , , ; � v1r,p1r�ceITJuJJLt.Xz:cm 111I . 'Xi , e I fNT11n!?1Lt`0r0G�kaiia`e41,t1 �t , I e , , ­jilat ... �,l " , ,,, I 1-1 � � '1192h f, ,��, -f . ! ReMal 'i, , �E,hrevii, .1 nvtt I o'll � tr,��: r, ,, � .si. F- I cal. I ul"."quele., ! ne, oI I aeo­ o.,h ,a. j �t_ ­. j ,or"c­,; I ,oc too I lt,�.­ I, �P I u," � ­_ i r $?' t ,uallty As5d,ari CoCalraso,tii I�aim V.i,gdils, 1,1.5. I f I l!", "", 1, ;aN Addries,/Plionalctri 11701 vi. Crcilry Flu. P, i I. io,�, I 11 P,iU.,,!i,c,1.Ap , '�arrul tell rX 750id " 1 us ey,val ,at). par j";,,pg 4cub.ccm I I i�; , I , 00 �t' - .0 COPID , � kk .. , I - category il,I I'duvis Ir 1z z.It.tlA,,Le,,W --, I, I ila­, -­,r__iz,U,a�_b , it,jaAUjLL:,I , Awo;,u ;-.a Li I I .1 I � � ;.---- � ;­ai I - ".. '-. 2 I ��,: �, I PIL A- :U2939 ii 5A "III P i'F441chlic') Trip. �14,lr . "abs,tocru'l 5 III) I Hunts � 4`42 , It � 11 11.uph.,­ pil.kilual �­ladtiUri PIPUlt 51111 ,A Fkaidd 9,Ibi­­d At i LN d 0-1-10 VP. ; , �1 I 1 i� �� cudo version, 2cul 'I , " Ii �� I ��" I rt '10NIM lir.fosaw,al Englilitur �?i 11 �� III 0 Applicatdr, 3 AdIrl'o-saj , I I'll 1,11 � 1W �atgs , , I C,.l.bator Papzrt Uracup-1 Racai,ac, I ill VIIN 11 , � ""I'll, II . , .. ­ ..... __ Flwhda Eng neot or Architect dartia who divel Ipad it Polaftia John.at the EvArl Report Flo -1,33 Ll:ollsD aE-C25 I -P Product Narbutict,rer 3cn:IraIAiva,Facm cohili.jily r .!dd,Q,hyPh.aa.jr.r,lII ICOI IV. Ciro,,ty ad ,,.al.tV A,ts­rc. E.hty ,I atisrA z- .,L!,6a,, 0, ra,-aga rnint ir,lututio, - i ­rral Len. IX 7SU-16 � t �, 11 , Qually Assdrarco contia,tExio ration Date I-./dI!2DI3 �137i!) -12-527 1 Ext ?UY Y.I.d.t.d By ! ov,oh. Ca. U -I'll, PC v�'n.f4r3�-adoclact'..cc ... V.1ld.tilm C ­Ii lia,capy R-I ."I'"'i'qui S;9.a-jj,. I 'a'. pa'ad- Clifti(I LiflieldpilliddiflUa � 11 1,F 2 P... _ ,.I I-[ I Ia-! off ,,,b'J;'­ i:,ca,j,9­t. UUb, lacbrucal Rwii;iarl tvan, Paredes R.fcaaholad Starboard andVita, (ofSkanda,d) 1-111I _yl -c Addroaf/Phorricirr-ahail I�UL w. C,c.-Ly PD, AAIAA/Vi0M6/CSA I0VI,'.VA-1 2005 - areal tcn, TA 7 5ujo 1 vcr,para-.Ue,,9(qac1x.L:CnL EqU­Iar. of Pir3diti 5tiurclardi Coruffical 3y C.4�yyt,sg­,j, Q,praa.,tit­ Tad S. ­Ii Adals1/PhOr.tU=_.sdI Irat W. I RO SuoUlar, �ru ... the Code � at, at ti TX 7 50 So k._1.­.Ib.,zLr";ci,,.-,b' P.,,".1 Ap, -1 Fti r'I'li".1 I 0 -bo, T, ,:,a:qory ,v Maws 11,Lt Sub ILLU, 0-11 //-,nj I Sukcategwv Ion izvoti t�l,dli, Claca vo da -Ad Ci I I , Ft,,ra F-d -,I FPC ,C,i 0,-,./.sd) � 1) I I Clo.ehli Masi 1 ,,alud Lial I Rape. L III I I Fiv, Ida Rig -n ell .( Idli 1-1 I a I L.ofillad -larli FrUtias--lai L,flgl,r-r S . .......... v a la,cidn't. __ ­ ____ I I Cilhlu.tor hinpcwt lii,I P­,.,l­, UL P ----I JilibIT-.1, Nount,er or Hourn: la,asliptican Flu"Id EWA Lazar Or Aijulnuil;t Niorg ,41rd cl�,jdl,pedl -us Robu(to Lon ,: I, 157:i rESJr-I:ffr �H .55i(VJ57jCt�-:-e111;1 'SFl/'I_C?.3.JjY1V4:Ii tnai,ijuatio, Rudi II 3.11ACT IS-0-ta LI:urnar 'E -CI 14 Child Is sit U 6. 3­1,41AI,na In,.t,u_tI ___ rol An ­ca iliality 1"ki,mal A".ditatical and imia..dui '­fArl.,li, App ,lov'd tor .a. in FIVIII No II TZ rici H lr�(,�::I�.:J lusty Arsati Cw.t-3:t Sip,aln:in Date 11/�!'1231 1 Apt_ n,d put. ... ..Laid. HVI12: `­ ,/-,ili,lr)y lui-;a­I._I­­t`,t1- 4 ".iiulnd by ��,ia,en M. I VC ,,,, Is act Rtuelclisarit.- [,to Creat -d! by :nd,sla4'bioo-r Th r: Ps,-,: '(a-. UISIgn Prcslnuria NI h,whaothan Rt:ponti yalfidatio. cllcW - 'Il ll,,,cc�p, Flo�vvr,d C, h- II -c) Tr,­r.j A-I:xl IiTj,;t;d r-.N.-A,T; rc:R LL_�.112 Pin rar -,T7,2 �X SI,B _IT17 -t;e-tThr- _ � "� . I Jul PA .. .S. ­ — __ Created toy :iadiice � ,�ii "41. Ca,-.iarilaa oflodepitrZaaheir _11=0_111 —RUrC,� 11II3g1__11T& � - 1,11122 ILS50111511-j Pi1r.1f;IIT(3U-_o,;. -I- �S�011570RECTAPVJA,llp Sli ix-Cf-rNui wit -507d __ _­__..____ I K44-101-itaCT — V.%ancinal St-d.d .,d ,,. C-I'Standard) 4-imi.-AL4 r� air 1.1milis of (I.. InA.1haticara Inslailittilarail AI%C,IAA1lQl,?4/,(­,BA 10-.yl�S,21,1�.1113-f,S 'IOU S App,. -,.,J for .­ I. KV"Z: fk, FL% ,I L'..0 Q it - j 3-0 � I 1- - er Appru'.rud fur use orritiddot HVI114; ,,s 11-ri ncd By: Cut i 1R,bcrvo to-,ud, ,52! -4 Inqi Rot,T.Llaitt fit, 0 ­t,I ter *ri -,',- t Th ir, la­_'� Y11 Elm ' - -. of P, aclull 3tairds,J, D,Axlgn Pruwii 1114 Evaluation Ropurlai L-rLirl'I"i Othcr, Itti Q ITC, IAL_A 1',lPi gll,, IlIjI. lj�)FJ� t(,'Ik ­L­Il,d IIU .,L bll�91 vJ SWIF�; "4XI ki 0"at'l L'y o,l,-(­'­t Th,- P-, Y- — seltnO -,om th') oluda __ -----.----- — :­?5N3rrh,_,dl-4­.nrA Ile: ­d I li,prr.ilr) 1"'.hratirm S�ITVIVXICY-) D.I,jI )3i Data ac1ngi F3�,Ip_*,c,_zI ),;/L,l/1i:,i _)i:ta;*'c"c_ lC/Ij1,2jo9 FIL z I Jifocial, hunnitim.- or Name -_ __ ___ Ubtscripbon ___ .... _ I __�`i , VI t I --- COX _ _ � - ______ __.___,__ ______ A u rr I Ind. Tl 1, IS ' ,Fi I); I,', I" x Cl)" : r 3. 1 a t- d it - nt - 1, c 0 faB. F� - — .. -----,..-.--.--.----------.,-.-,-.--..�",.-.---�-...- t'�la,,,,,f�,.--.I,i'��l,,,k,,!I.Li�-t. nv"U,Uji, Licari Usu -..---..--..- - .__.__.._.__.___. So.litsulluliun lin.t­41junij, Arvai,rod fur usa Em 11VAIL: No, F ') 21Z I,dv=m,diATi LlZi!'J_�� -L!-).L .1- _� t W noll I - . -4.1d. IV. riz: 1�, _,j VITId li'ec Lot, P Coiuor;, R� 62514 I'apial Ron.1.1sairal Ji Croa-d uV Inc4_*14,c-­l: Ili I Ptur.-;i: "IT Q`cLIVIF'rias `nula +.; "D Evallutildrialt.parts Deeu:i3­aft_J�­4,­j,ii +� ri ... LI 1-��W-�L�;".-",�f��,.�Li.:rL;ILLl-'r ricar,aidt-,"lli, ill­a,Art,wjs,.�.�-4. ber ts�ul­ilin:; ci Ilroz 4Usq. rr4a'.4ll S,T1hs6­rn,.-41- fit Cir Piii ln� -,- 1-10,-11,11,11,110 -"�-11'.11�",—.t.,���,'.,..i�,i�.,�r,.�����-�-,�, Iii, "IMIN 12111-1111"i'll- 111 s, - BERK'N � .- I a , 1, , - ,-­­,­­­ `.-A,i D-; — " to, � ""' - l" i m, t a I ,,, T � Ili ,-dd,i,1--, g .1 ,� .,� ;, i", 5�W-,Ial C,Aario, U-.vr A-,-';.Lll,a __V i_ I". . ,, �.m 1. _A .f. uctill"i ; I I 16i-.��,,­­ : lo ...... . I— il,ror­ ! ,,­ ,,i,� � Ito�,,.­. :; . -kc-l'a"'Ire"UM: I.elvalMduy .. , : Iss I �,;IIL. h,P I oii, 1 ­, 1 "" 11 I L21at",11AII I r!olI11a PlafaSSId.11 Eli 111�11.1 M' Elillatioll RIP.It - H,aldlo,y R.1.111d anti Cat ­ 1.� III N. il�-�tL,-�'�'Ul:."�'1:�'�i.t-".!1 �­"­'�' 'L�_:Zuau�u­oiolkr�u�;i­ll 1h .... a, L.,S,hIAnb,1dire Verlll�d By: TWI SHELFIERDINE 00-113579 Fi a rL'JU_'-R1 C, -Ion, F- _­ 12d.7j-31�6 Apphdation ri R,briai­ uIs in TVHZ. H­�.)­' RL ",E ji l _1g5 , _q� Lid, ri volition 2UL11 I olaii �":,�"li-.-.,-",-,""",�t"d�1,71.1'�'llI ,a "I'll", ApPlIalo.h slltul , Apponad 1 (C1950I - ,--t,; .\r,,,I,.d 1,111 _­ ______._____ , __ In.tallation I.nmoti.- � "rsduct rIj,�uf,,hLlQr A,- G,,.,IQ Davis III. . I.t,id. IIVI54: Yol .:a Add, a,. Ph,ri 11 IG5 C,inlatio Crilint - ,rr "' a I I " ap-ndant Third Party: Yes 'tdl ­Lal-Biahan, NC 17105 � �� Pala, oroad St 1.11l all's Yol, (or St­da.d) (336) 251-1309 I'atc I" r lRi-,-6oiIi_d.1Q..-13_ai'J1 dahry.jay­,:ja,­l.-_rn �1)02 AULhsrI­d 51gilaan-1 LMr,,y ].Iva, a002 ,% ,v . I to r I dalin; i Ili J,,v. or virriTuF-o E57FIT 775-R15hrii, d,rrydo'l1a1,d,­r­o,u ia I T­1­1,al 4.,,­­t�t­ D­y.1.yi­ APanda AUdr-aaiPhd,q1iE,n.J Its cli CaU,t M11 LvI ,,itlh-Sar.nU NC 17105 (33r) 251-13a djoyn,ruldn'lloll.1011 Q�jjllty Ar,.- K�n­rnativit 1ehj1.jr,Il�1a.11E1,!.ILl C�WgI,/ `.-A,i D-; D, U 2 V�lhij,tr,d %L1At,v,y 5�W-,Ial C,Aario, U-.vr A-,-';.Lll,a 01/11I conwh,r­ rl.,Ll,,j,l �IosoLvll 'Itp,,,L front a Notion F­J13oued �,i or a L- ­d — - ,-,"-- ------------------,----- U�U. IRG 6009-130-13, Thra TwIda. r!olI11a PlafaSSId.11 Eli _____L(121_QL__,__. � � Li ... i . .f U.. M' Elillatioll RIP.It - H,aldlo,y R.1.111d anti Cat ­ 1.� III N. P!,,I,Jl Lit5l,,a. ,,, Aadbtsd il,nha .10 do,al,,pcd 1h .... a, L.,S,hIAnb,1dire Verlll�d By: TWI SHELFIERDINE 00-113579 li . Ellh,at .1 Rapalt C,..tzd by hAvp­cert Ih,6 Party! Y. C, -Ion, F- _­ 12d.7j-31�6 t� or aa L-l 'i PE-ou4uv,. uIs in TVHZ. H­�.)­' RL ",E ji l _1g5 , _q� Lid, Quality Aaiara,­ Ertay InieA,k r,.tIn,j Sal �11­ NA l­ I olaii �":,�"li-.-.,-",-,""",�t"d�1,71.1'�'llI ,a "I'll", Qobilky A�iifonca Callui E,qhrat,oh Got. OT/01/20ii 1 (C1950I V,,Oo.,tid Die SLo,o,:, M. Uil,h, PE _­ ______._____ , __ In.tallation I.nmoti.- _' A,i - I' InnIz! re 1 Or Va diltik, I Ch��uidt - Hol-dcopy Race-d III. . I.t,id. IIVI54: Yol .:a Caltlfl­la if 111,11p,rdalIc. E��A�11--,L�-CC�.'�-,.'�.111�,�',�.if,',,r�i!,g.L ar I. ___-,.clein�q - L.Ij. - ,rr "' a I I " ap-ndant Third Party: Yes 7 24 2i � �� Pala, oroad St 1.11l all's Yol, (or St­da.d) Glazily III li list U, o,ad It �,',;�",i.,�,,,,,,�,,�"L�,,!,�,��"ITP..Ll��u.,�-�iii-AC��P-11IL21tv� I'atc I" r lRi-,-6oiIi_d.1Q..-13_ai'J1 ANuI/I.AbrA Ida �1)02 I C,ujtad by indapai third Party: Yes As ri 5 3�ru a002 EquivillrLd or Pt,aaa suandI Co,�.ftal ry - Eedfiar, ach, fine Code PIIAU,LA,,­.I I'l,allId r4othrad I optlo., D Flat. I bi�ill.d 12/15/20od D, U 2 V�lhij,tr,d U11WIZIjul, 0 Ferouinj FOC APProval 01/11I Data APP1­d 0210312009 — I_____ - -------- -----.-------- --------------r-. 1 5322.4 pe"'ro, (k,Ic00)�lldHabL-,j. — - ,-,"-- ------------------,----- U�U. IRG 6009-130-13, Thra TwIda. vi I-nii u, a'105 _____L(121_QL__,__. � � Li ... i . .f U.. ___ -.1_._-_ Illotaikiikja l.n­U­ anti Cat ­ 1.� III N. I L.I.�911,-I�l--,4�-li�C-61',Ulll-iilj-is.".if Appl,­'d f"'.Lba .avi HvFi Yas Verlll�d By: TWI SHELFIERDINE 00-113579 1.1p.ol 11.1taill'ine no C,..tzd by hAvp­cert Ih,6 Party! Y. C, -Ion, F- _­ 12d.7j-31�6 EVA..U." R'P,­ , th­, Dellul Plo,lal. �26.7/-31 6:,Nvt fIr uIs in TVHZ. H­�.)­' RL ",E ji l _1g5 , _q� Lid, Cjia[��Q�-,Pta,l -,hall -A ,e asad in .I d.b,,,,a coins r�lI 2�..Ilj.,Ali. IUL�530Z � Is ­ I IRU -009-1-10-115. I'd " I olaii �":,�"li-.-.,-",-,""",�t"d�1,71.1'�'llI ,a "I'll", 1i 11 I Lad by la.epordelit Thl,d P,,Ly: YI;r, I __ _f1___1_ __­ It St'ad d (MI and H,LI U"g. IRC-(elG-IJU-1,, IT Theo Is' ,,Idg, 1 (C1950I -1- __ of U- "Airlpill­d _­ ______._____ , __ In.tallation I.nmoti.- _' A,i - I' InnIz! re 1 ` tul 4 V ' jit_ji'yllp_�Ail _riLL_C10,I`0LIl.51,PI.`%`1I III. . I.t,id. IIVI54: Yol .:a Vorlikod Ity: TOM SHELFIERUINE 0 575 InTircl. Rlarleant: NO ­ ,rr "' a I I " ap-ndant Third Party: Yes U -iii. P--- t25.i oti Lai ".:iIa'. �25,6/-29 � �� ad let", I �11 he urin I U, I L5�02_ fit AC AIX,:� 7 -an 0;1 .115 b,, Glazily III li list U, o,ad It �,',;�",i.,�,,,,,,�,,�"L�,,!,�,��"ITP..Ll��u.,�-�iii-AC��P-11IL21tv� at I" r lRi-,-6oiIi_d.1Q..-13_ai'J1 r.191ch unlu,-, lbaraulat I- deI ,5 pai oval Is a "Proconno"t door. .1 anclo," or I C,ujtad by indapai third Party: Yes _----- I I 1, it I): //I, ,% ,v . I to r I dalin; i Ili J,,v. or virriTuF-o E57FIT 775-R15hrii, Psi X 4 I I Ai t. 1 Is, , . .1 � . i a, , I I. , b I'l, . ,8 .1 ,!, A " 11 fm ­­­­ ...... ­,',�,,jl;�,' - ".,.V,�'I'll'I'll'I'll""�'��,,�, '�'R'4 '.:��,,��.�f.�,,���-,..;��i�.-'��,�� ," ��,,,'.g_- i 'I', 4 nrr.I,� � o4 , �Ire�l , W ,V.'-I0.jjrb -.f---,*,, ­­ , ill,�I- '� li �1%r,�FV�d ", .".. ..ill P., IY t . ; . : � ", I'a 2�Aabaa`naal Isa.es I, T;��­J��II M5.11 2. 1, �, .a,.1 � � - -1, , '­� IrAtin. .t � -." ,,, .; k . . A It or I- a �, ,� 1 �! "I a R � , . y '.r4 ;=i , ­ qlgr,x;�W,ji . 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IIiX;7trtPQ. kl.q�l, El,lulli �Ii fte�,, t , dr I.. . . . . .1 ... - Created ,V fi,dopende,it lillrd Party! Y,a ___ ­ ______ -, , ;rr - �__ ---,--* , __", - ­ _�_ I t-7 , - ,--,----------- i 5427.0 "ac' li ,,no 2000 1,1500, 16* .to. cl­ica 1000 and 2000 ;,I�00, 5001 I ____ _1 5001 IKC-5316-ls(3-24 I ____ � ----------- - . - � 11 1,,. Lhbit, of Ulp. Ap�ro­d 10'r ul.o 1. IVVII�Z! Na A ana "ad I. _ ..taid livirli Y.a lni R.O.Iont: Pill El.slot P:­jU­ 121,.G/ i"J.1 thh�i: Clotfor ­ In ­VHZ. UI�zlri IIIL avoil4ble Hi 32" Tall S­Uoha MAX ______________ _________i I.aIal I.C.., li a,tio.. : LL_.Ljei ll ji ,'�L I �JUZA P4=. 5�,.go Dredh,,i bdl ! - ' - ' " 'I VoIIRad ail �;ii L. 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G ul II ._. .. _. S �M tl. u d. . ka � 1 .. MIX , ..t'.. L". .. ld, )lV'1 ,l"N" r .I 11 4, �N q I 1 Q I i�n9l , �i.. �. '' I IuvfrliFw� war, w�l,�l��'���a�ll.i"fl,)k�.lu.4.lt, u4 �. y I pr CC ` IYtlbuinl4FI�A.;rWF nLY a4auWw'. S:I''�.z.+'LLviwY� 7 eCt3H.rna F Wylr 1 . pat Twp,'.+ { >UNnR"S•vr<n•ut}_ { 9tata GF,ctr F„bl;taiu- FC_etd scri st<toyp l u'),, r 9vuch d I V'i fir d� Ustu NIAC-rude ot AJNNroval Lr.dxt r;11^.yvA- 1''3:,:✓11L1'i9{IS:11.CI.'tiLL.Lh"2FF�t'J:aSW.I:LE.fli>R{ry}Ic.Awn nwt.a;l VLFLU905-r11 Application Type ReType Revision Code Varsivn 2007 Application Status Approved Comments At chlved Product Manufacturer Genoral Aluminum Company Addres:iPhone/Entail 1001 W. Crosby Rd. Carrell ton, TM 75006 (972) 242-5271 Ext 207 varl.p=_coda lygadx'com Authorized Signature Luis Lomas ill um asri;Jl r loris aspu.cour Tod meal Representative I'1an p51'eda Addrazs/Phono/Email 1001 VY, Cosby RD. Carrollton, IX 75006 ivan.parodo' ;�pgaGts.,:-:cot Quality A55uranca RUprUsentaivo Evan Paredes, ME, Address/Phone/Email 1UU1 W. CarosUy Rd, Carrollton, rx 75006 I✓an.paredes',�gadx.cnm Category Windows subcategory Mullions Cra plianea Method Evoluatiun 4 epurt Gun, :a Florida Ruyistered ArchituGt ur a LlLeNjud Florida Prefe;Slil7flal 'nginuer Evaluation aeport - ffai dcr'py pecehled Florida Engineer or Architect flame who davolopod LUIS R. LOMAS U)e Eval l3tun pupal I Flunda License PE -02514 (lrallp, Assurance F.ntrty National Acereditatlun a Managy,nant lostitutu, Quality Assurance Contract Expiration Data 12/91/2011 Validated by Steven Ivl, Unch, PE '/andaliun Checklist -Hardcopy Receivad. Certificate vflndepandan:e Ft..8905 R1 .,I 510211JA.fAf Raforencud Standard and Year (of standard) Equivolonr_c, df Product Standard; Cordfied By Sections fano Ole Code 1609 1714, 5 9L3 72.0)0 ', .i,R • , .i f �y y} M �Y k d yy1. ' n... .Y r 7 1 x . , r.. ...... "^ .n- � .� Ya' do .,T. J .. 4 7P , - v. T-4 -..,; Roofing. i*a"A"4;:1:.''•^4:.Crt..M„':S :i:r!"J"'° .... ::.y...u•v.- r .. .r � 'yi''•i fr .i p .. 6 Y r iJ.r• A!r'!�".A' ^•F^.xr a.r 1 r. t 1 I t 6 ... YR, � d4.Jx. ! Asphalt Shingles .ms's...., �... .;n;.. , t r- i t t Jl 9 a,f.IkW >tk �.�:,�If,3au�'a�,�1�3�1� Evaluation Report from a Florida Registered Architect or a Licensed �la Florida Professional Engineer 03/13/2009 eClG recce Wgn not r.9ts S,bmR_5rhere ut.Us Face° Pctr.aW-f FDCEt.ffLdc.1 "_arch A Approval Robert Nientiuen u"163/2009 users: r!t c L4 er Usa.: -11 10/13/2009 Addr esti/Phono/Enoil P'_u_tP:Vnr3:r.aLCL`Su%Fl::il'1SS_,S.PkYL.,.d1_L:=..-:!��41_<4.,.t.�:S �FVpi,.aliu, octal Carrullaull, Tx 75056 FL it FL5444-R2 Category Appllcatlon Type Revision Bmglo Hung Coda Version 2007 Car tirncaliun Agent -y Application Status Approved Steven M, Vrich, PE Comments 111444-lfsJ• Ct)( Trinity -192 Cert-fE elton gf-LUd-e ret Ildence.pdf Referenced Standard and soar (of Standard) Archived (j -X&U Product Nlarlufacturer Certaln-Feed Corpuiallon-Roofing Address Phone Email / / , PO 8or. _100 ASTf4 03462 2004 1400 IJnioil fleeting Rd ASTrd D71513, Class H 2005 Blue Bell, PA 19422 Authorl2ed Signature °lite'!? Pulliam (213)274.2350 EnglnaeringC�metalCecil.cam richard.a suyderaDsa In t-gobain.com ' Authofized Signature Richard Snyder cl C lir-hard.a snyd?r Clsain t-gobaimcom Technical Representative R. Allan Snyder Address/Phone/Ernall PO Pox 1100 CCCS 0 1400. Union Meeting Road Blue Bell, PA 19422 Allan.RSn yder(cJsaint-gopaln.wm > Quality Assurancu Ropiesentative Address/Phone/Email CatwOory Roofing. Product Approval Mathod Subcategory Asphalt Shingles OL/6912009 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed 0Ifn912C0%1 Florida Professional Engineer 03/13/2009 Date Pending FBC Approval fr, Evaluation Report - Hardcopy Recelved Date! Pending FBC Approval Florida Engineer or Archilect Plaine who developed Robert Nientiuen u"163/2009 the Evaluation Report 10/13/2009 Addr esti/Phono/Enoil Florida License PE -59166 Carrullaull, Tx 75056 Quullty A,sutance Entity Underwriters Laboraturies Inc. Category Quality Assurance CoutraU.ExpirationDate 10/01/2010 Bmglo Hung Validated By John W. Knezevich, PF: Car tirncaliun Agent -y American Archiluct.ual Nlanuflclurers Association 17! Validation Checkll5t - Hardcopy Received Steven M, Vrich, PE Cartificato or indepundenco 111444-lfsJ• Ct)( Trinity -192 Cert-fE elton gf-LUd-e ret Ildence.pdf Referenced Standard and soar (of Standard) Referenced Standard and Year (of Standard) Standard -X&U Created by Independent Third Party: As,rf1 D3161, Class F 2003 �r ASTf4 03462 2004 ASTrd D71513, Class H 2005 Equivalence of Product Standards Certified By Sections (roil, the Code Product Approval Method Method 2 VpU91) U Product Approval Mathod Method 1 Option D Date Submitted OL/6912009 Date Submitted 07/27/2009 Date Validated 0Ifn912C0%1 Date Validated 03/13/2009 Date Pending FBC Approval 0 111111200 310 9 Date! Pending FBC Approval 03/31/2009 Data Approved u"163/2009 Date Approved 10/13/2009 8905.5 1445, 5'347 AND 5547 VERTICAL _ MULLION 1445, S1'1% AND SS47 NLKIICAL MULLION Limits of Usti Imilallalion Instructions Approved far Use in HVHZ: No FLEV405 P.1 Fl 08.00142A.pdf Approved for use outside HVHZ; Yes Verified By: LUIS R. LOMAS 62514 Impact Resistant: N/A Cres Led by Independent -third Par+:y: Yes Design Pressure: N/A Evaluation RaporL5 Either: REFEK LO EVALVAIIGN REFORr AND FL,WJ!, 1-:1 i�,�'" I. rr'r 1,0,,, r 1NSTALLAI'ION INSI RUCCIONS FOR DESIGN PRESSURE created by independent Third Party: Ye: C5 PAT [N �., i varl.par Gdosy,gactx.cora 0 t•,�'I rr'& a¢It )�> .4'^-itt" ti4".R )R, �f�ti �� ., ',: w 11'. F Jn 1 II F 'J d III 41,GIili 1 4 J y •. �+ �H�� III rl•IIV,JIt^�! i' x E'"'f^r1:reraF/�tfrr aO15 FWrt.� � ley 5, (Orr lsyUl:an � Fbi Topics ! a.ta,>,tSuch,i•N � it.te Si.cla � .'1tLcat,oru f r9C Steri � 9C6 aka Map I liAa � 6v.,dr 1 1uiG Product Approval t usen: 0.4,4, arm Date Pending FBC Approval I'L"fISC1.LIliILSAI..3.d _..r.:I.stdL`.JJ CEiJG3_t].,,,�.vArty WriGn U:nta11 Autfrurizud Signature FL rr FL12968 12103.5 Coventry^������ Application type New Technical Repr'esentativo Code version 2007 Address/Phono/6noil Application Status Approved Cmrun onus Approved for use autslde HVHZ: Archlvod Impact Resistant: N/A Product raanufacturve GQfi Qua, AluulJrlum rumpany Address'/Phono%Email loUI vv. Crosby Rd, Equivalvnrx of Product Standard; Cartifred By FL d -� Mudul, Number or Name 5444.1 -- Certain reed Alpha It Roofing Shingles Limit i of Use Approved lot use it, HVtfZ: No Approve[( fur rfia outside HVdIZ: Yes .-pact Ht.lr taut: N/A Design Pressure: fl/A Other: Refer to ER Section 5 for Ltrnl is of Use Oestri ptian 3 -Cab, laminated, architectural and 4 -tap asphalt roof silingles 1-tailation Instructions FL54-44 F2 _II_ar072709FINAL- A=ubalt Shingle FL5444- R2.rdt Verified By: Robert Nlisminon, PE PE -59166 Created by independent -Third Party: Yes Evaluation Report-- Poit FL544h R2 AEer0777Q9 FIPIAL Asghalt Shin Id FL5444- R2 bdf Created by Independent Third Party: 'fes - aack1 EWA] CY'AAcmm�t[atren iii.0 � d zroati" E p 7 / r x -z Y",irK >M1: "4^ a y �, �R� AW-tG.�+GF A Y- 3 xN tV,, t-"7 � ! ?Sql 1PF r� rr � i at A � y t - t M c fsdR xr �'wi`i�a"a�.'k Sr$'x'va emr. rur�L.e "i`aill"i t a� jKrMn r'+7'SVf Yi'"^ t R. „Caw.4(av'W:.'M.kCkX'S,.k:cG.Fa•��#nr[JM'�9Gi'WF ,[ ,y�;-•• t! 4 i i�'. g G'IS Fom- i Lag..r f Vser n-gls.A. HIATu1,6 I sobnit .tat3t4Farrs i Vuil[4[w' i ro(;cr)t I LC[.. lira felon I LN.' ,!Oren lt?e- oducY Approval Prues l t _rO • I I%,_ Lina t ?� -I r. !.�1 % A� , 1L-•• L� APPI,r U- eclOil FL,". FL12103 Application Type New Code Version 2007 Application Status Approved Comments Archlved 17. Product iganufacturer ALide Addrass/Pilo fie/Ennui 3773 State Road CVyatlogo Falls, OH 44223 (330) 922-2389 nthouipson Cialside.corn Authori2ed Signature Pick Thornpsou nthompson(Dalside.corn Tachnlcai Representative Nick Thompson Address/Phone/Ernall 3773 State Road Cuyahoga Falls, OH 44223 nthompson wal5ide.corn Quality Assurance Representative Jack Mowery Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (419) 353-4656 jmoweryC')alslde.cu, n Category Panel Wall Subcategory Siding Compliance Method EVahlatlon Report from a Florlda Registered Architect or a Licensed Florida Professional Engineer R- EvafuaLlon Repurl - Herdcupy Received Florida Engineer or At Name who developed Alan Reaves the Evaluation Report Florlda Llcen$e PE -19354 Quality Assurancu Entity Archit-rtulal recthig, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By 5teVel1 M. Vrich, PE rG" Validation Checklist- Hardcopy Received Certificate of Independence FL'21U3 R0 ( �,)q tart of nhdapendarice.Zi f P.eferencnd Standard and Year (of Standard) Standard Year' ASTM D 3679 2005 Equivalence of Product Standards Certified Uy Sections from the Code Product Approval Method hlethod 1 Option D Data Submitted Carrollton, Tx 75006 Date Validated (172) 242-5211 ext 2U7 Date Pending FBC Approval i'✓an .pare dU$y 9acta,r--oar Autfrurizud Signature Ivan Paredes 12103.5 Coventry^������ 1 van,paredua DyattM!:dol Technical Repr'esentativo lvm, Paredes Address/Phono/6noil tool W. Crosby RD. Approved for use autslde HVHZ: CarrrAturl, Iii 75006 Impact Resistant: N/A i varl.par Gdosy,gactx.cora Quality A4surancu Actri sentativu 'rad scrubadt Addr esti/Phono/Enoil 1001 'r!, Cru;by RD HVHZ, Allovrable Design Load for all Carrullaull, Tx 75056 5", Double 5" Dotchlap, Double 4", Double 4" Dutchlap, and tvdsaobal:tygacarwm Category '01incti Subcategory Bmglo Hung Colnphance htothud Certification Mark or Listing Car tirncaliun Agent -y American Archiluct.ual Nlanuflclurers Association Validated By Steven M, Vrich, PE installation Instructialtn ' Validation Checklist - Ilardccpy Received Referenced Standard and soar (of Standard) 44AtTda111 Xwi: Verified By: MIarnl-D3de ACCO - CER AAMA/PIVJVJDA 1U 1/l.5. 2-97 1997 Created by Independent Third Party: AAN1A/'WDNIA/C5A lU!/L5.2/A 440 -OS 2005 Equivalvnrx of Product Standard; Cartifred By FL d -� Mudul, Number or Name 5444.1 -- Certain reed Alpha It Roofing Shingles Limit i of Use Approved lot use it, HVtfZ: No Approve[( fur rfia outside HVdIZ: Yes .-pact Ht.lr taut: N/A Design Pressure: fl/A Other: Refer to ER Section 5 for Ltrnl is of Use Oestri ptian 3 -Cab, laminated, architectural and 4 -tap asphalt roof silingles 1-tailation Instructions FL54-44 F2 _II_ar072709FINAL- A=ubalt Shingle FL5444- R2.rdt Verified By: Robert Nlisminon, PE PE -59166 Created by independent -Third Party: Yes Evaluation Report-- Poit FL544h R2 AEer0777Q9 FIPIAL Asghalt Shin Id FL5444- R2 bdf Created by Independent Third Party: 'fes - aack1 EWA] CY'AAcmm�t[atren iii.0 � d zroati" E p 7 / r x -z Y",irK >M1: "4^ a y �, �R� AW-tG.�+GF A Y- 3 xN tV,, t-"7 � ! ?Sql 1PF r� rr � i at A � y t - t M c fsdR xr �'wi`i�a"a�.'k Sr$'x'va emr. rur�L.e "i`aill"i t a� jKrMn r'+7'SVf Yi'"^ t R. „Caw.4(av'W:.'M.kCkX'S,.k:cG.Fa•��#nr[JM'�9Gi'WF ,[ ,y�;-•• t! 4 i i�'. g G'IS Fom- i Lag..r f Vser n-gls.A. HIATu1,6 I sobnit .tat3t4Farrs i Vuil[4[w' i ro(;cr)t I LC[.. lira felon I LN.' ,!Oren lt?e- oducY Approval Prues l t _rO • I I%,_ Lina t ?� -I r. !.�1 % A� , 1L-•• L� APPI,r U- eclOil FL,". FL12103 Application Type New Code Version 2007 Application Status Approved Comments Archlved 17. Product iganufacturer ALide Addrass/Pilo fie/Ennui 3773 State Road CVyatlogo Falls, OH 44223 (330) 922-2389 nthouipson Cialside.corn Authori2ed Signature Pick Thornpsou nthompson(Dalside.corn Tachnlcai Representative Nick Thompson Address/Phone/Ernall 3773 State Road Cuyahoga Falls, OH 44223 nthompson wal5ide.corn Quality Assurance Representative Jack Mowery Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (419) 353-4656 jmoweryC')alslde.cu, n Category Panel Wall Subcategory Siding Compliance Method EVahlatlon Report from a Florlda Registered Architect or a Licensed Florida Professional Engineer R- EvafuaLlon Repurl - Herdcupy Received Florida Engineer or At Name who developed Alan Reaves the Evaluation Report Florlda Llcen$e PE -19354 Quality Assurancu Entity Archit-rtulal recthig, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By 5teVel1 M. Vrich, PE rG" Validation Checklist- Hardcopy Received Certificate of Independence FL'21U3 R0 ( �,)q tart of nhdapendarice.Zi f P.eferencnd Standard and Year (of Standard) Standard Year' ASTM D 3679 2005 Equivalence of Product Standards Certified Uy Sections from the Code Product Approval Method hlethod 1 Option D Data Submitted 02/12/2009 Date Validated 02/25/2009 Date Pending FBC Approval 03/01/2009 Date Approved 04/07/2009 12103.5 Coventry^������ Vinyl Siding Limits of Use Installation Instructions Approved for usa in HVHZ: No FL12103 RO II Co'✓entry�idf Approved for use autslde HVHZ: Yes Verified By: Architectural Test]ng, Inc Impact Resistant: N/A Created by Independent Third Patty: Yes Utsinn Pressure: N/A Evaluation Repo W Other, For us- - c a, ax tenor cladding J r c r„v ,a r •,n only. N A_ __ /-n_rv.__F FLI2103 � / of for use in F___103 R1 HVHZ, Allovrable Design Load for all configurations (Double Created by Independent Third Party: Yes 5", Double 5" Dotchlap, Double 4", Double 4" Dutchlap, and Triple 3" +1- 86.5 psi with nail;. VENTRV10 I„'kkekk4 ;.,e r+M'S."4rmk, ArfKft".,t' -r.A;e aiRE�lailt i KyM•M 4�r Ar r xf F.s... r- 3 tom✓ : i P 1Y'.. ±��' fes_-. �t3td�itl f.A"d RY Sir"iCw}"A"h"'l�if{,y9f,e,t u;.rlMer"if'`ls'eta" r'�rif+;'_ _ �.�Y:��ar�r,�T:" `ym't " tai:,at>•.Rstn ,i< f K .r; UCISi'ome i Log:n us_r R.Qstraton Hot To, to ( Sl„mh"acha ,� `.tel; Asst; i Publcatior: i FDCSt.1T i X!51,ro Nap r I.N. F Ccnrch 4...s y,t; Product Approval k- US- Irons -.1 tart A`wOv FL,'i FL12199 Application Type New Code V"_rslvlr 2007 Application Status Approved Comments ArchivedrT product Manufacturer KAYCAN LTD Address/Phone/Email 402 Boyer Circle Williston, VT 05495 (905)793-9462 Ext 235 a lex.jovanov Ic(Pkpprodu ct-corn Authorized Signature Jovanovic Alex a lex.jovan ov is 0kpprodu cts. corn Technical Repre5eutative Alex Jovanovic Address/Phone/Email 255 Summerlea Road Brarnptvo, NODI -US 05476 (905) 793.9462 Ext 235 alex.jovanovic(j)kppi oducts.rorn Quality Assurance Representative Alex Jovanovic Address/Phone/Email 255 Sunitnerlea Road Brampton, NUN -Ds 12345 (416) 553-61318 alex.jovanovludkpproduccs.com Category Panel Walls Subcategory Soffits Compliance flethvd Evaluation Report join a Product, Evaluation Entity Evaluation Entity ICC Evaluation Service, Inc. Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12!31/2011 Validated ey Robert A. Walz, PE IT Validation Checklist- Hardcopy Received Certificate of [ndependence FL12199 RU COI ICC Cott fl -r, ,_of undo endencti,pdf Referenced Standard and Year (of Standard) Standar Year AST14 D3679 2005 Equivalence of Product Standards Certified By Sections from the Code 129!A.4 ISerica 1990/1970 Limits of use Approved fur uric fn HVHZ: No Appruvnd fur use outside HVHZ: Yes Impact Reaiutaut: No Design Pressure: +40/-40 Other: Sec attached drawings for the Installation I!structiunl, Product perfurrnance, limit;,/DP and uthm 1 111s of use. Aluminum 5/1-1 (Fin) 54" x 72" Inaulatcd Annealed 058 Per Marmfacturer's installation In::nutalon . Certification Afitncy Certificate --_ FL12183 RO C CAC 03 Smi•5a YJCO-1970 (54 x 72) 9�t Ed( Quality Ausuranco Ctlowltct Expirnlion Dante, 0U/11/'201J Installation Instructions FL12riy3 ­Rj;L tI Q3t`;;-CiD538A Rectvgllar;_pr1-M FL121,68 RU II 17 �P„ :Cn35i9A De;iimner Jf Verified By: Luis R. Lomas, P.E. 62514 Created by' frldepindentThird Party: Ye, Evaluatlon Roports Creral:ed by I Itpanduat'rhhd Party: FL 7x Model Number or Name oescriptr Product Approval Method hleihucl 1 option C Product Approval muthud Method I Option A Limits of use Installation Instructions Approved for use in HVHZ: No Fl 12192 P:] 11 Ka'ycan lnstallenon.ndr bate Submitted 02/26/2009 Data Submitted U8/20/2009 Date Valldated U3/02/2U09 Other: Must be inslalled es per the manufacturers T Date Pending FBC Approval 03/05/2009 pat- Validated 00/31/2009 Data Approved 04/07/2009 DaLe Pending FBC Approval U91C4/2c,'09 VENTRV10 Limits of esu Date Approved 10/13/200] - Suniaaiv of products Apps oared fur use outside HVHZ: Yes 129!A.4 ISerica 1990/1970 Limits of use Approved fur uric fn HVHZ: No Appruvnd fur use outside HVHZ: Yes Impact Reaiutaut: No Design Pressure: +40/-40 Other: Sec attached drawings for the Installation I!structiunl, Product perfurrnance, limit;,/DP and uthm 1 111s of use. Aluminum 5/1-1 (Fin) 54" x 72" Inaulatcd Annealed 058 Per Marmfacturer's installation In::nutalon . Certification Afitncy Certificate --_ FL12183 RO C CAC 03 Smi•5a YJCO-1970 (54 x 72) 9�t Ed( Quality Ausuranco Ctlowltct Expirnlion Dante, 0U/11/'201J Installation Instructions FL12riy3 ­Rj;L tI Q3t`;;-CiD538A Rectvgllar;_pr1-M FL121,68 RU II 17 �P„ :Cn35i9A De;iimner Jf Verified By: Luis R. Lomas, P.E. 62514 Created by' frldepindentThird Party: Ye, Evaluatlon Roports Creral:ed by I Itpanduat'rhhd Party: FL 7x Model Number or Name oescriptr 20"/5.1 VENTRVIO VENTRVIO -- 1719J.1 C alar Vented! 12"/Solid 12" - ---- Triple 4' Partially Perforated Vinyl 5offit Limits of use Installation Instructions Approved for use in HVHZ: No Fl 12192 P:] 11 Ka'ycan lnstallenon.ndr Approved for use outside HVHZ: Yes Verified By: ICC Evaluatlon Service, Inc. Impact Resistant: N/A Creat -2d by Independent Third Party: Design Pressure: -1-70/-70 Evaluation Reports Other: Must be inslalled es per the manufacturers FL12199. RO AE FS11-1.13,5 130 09.pdf 4 rr -r-r t7 ,rraa W,fi�rr � R a. r >4a 6 s z"d rr u Y. n •, 1 k k d'NoY 0 t K a y $ 5 IrJ .x .J � to i r 1 W R AJ't Y 7t 4'Y" + � .ww.7..,.ea,...fa.a:ilydrwp brya«o a� k.Llsllorra 1 WWII ; U3v. Ri j.[rutan ,lot ror:[.i .,uL nM1 3uclw ;e I 5WL cx Poetic :uLlc.trora ' FSC .•can i uCw ^.An +Ir,V i LrW /y. y I010dt0C'L Approval i r VSHC >uNs Var ..w E'11K'I_•GMS:Gr1L^r!14%ESS1iitSL_'.YYIiS^�_^_@1 �h' .r,n„tki. nppf aticn cetaR FL FL2075-R3 APPIILatlon Type RordhAon Cuda VVI $!on 2007 Application Statu> Approved Comments Arch nred F1^ Product Manufacturer Florida Metal Products Inc. Addi ass/Phone/Email 6940 Stuart Ave Jacksonville, r'L_32254 (9u4)'/83-8400 clot k@flarnco.coni Authorized 5lgnature dark Jones darkyfiarrw.wnr Technical Representative darl, Jones Address/Phone/Ernall p o box 6310 jack:unville, FL 32236 (904)703.8400 claritCdflainco.corn Quality Assurance Representative dial kJones Address/Phone/Ernall p o box 6310 Jacksonville, FL 32236 (904)733-84OU dark(aflamco.com Category Roofing Subcategory Roofing Accessories that are an Integrat Part of the Roofing System Compliance Mathod Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By fllarnl-Dade BCCO - VAL Referenced Standard and Year (or Standard) Standard Year TAS 100 (A) 1995 Equivalence of Product Standards Certified By Product Approval TIcthod Method 1 Option A Data Submitted 06/05/2008 Date Validated. 06/30/2008 Date Pending FBC Approval 07/08/2008 Data Approved 09/15/2000 Summary of Prodacts FL k - Modal, Number or Name Deocrlpi fou 20"/5.1 VENTRVIO VENTRVIO -- Limits of Use Certification Al Certificate A rovad for trait in f;VHZ: Yes PP FL2075 R3 C GAC 07.1105 -G r ' t 1 "I F . J �3114.r.SFr [-R.. AfLs..1L .. Apprrs'ved for use outside HVHZ: Yes quality Assurance Contract Exp -nation Dau Impact Resistant: N/A 01/31/2009 Design Pressure: N/A Insiailatiau dnslrudfvns Other: FL075 R3 II 07-1105,06 RVIO MIAMI DAJE_Tidf Quality Assurance F.ntily 'denied BY: Mia,ni-Dade BCCO - CER Quality Assurance Contract Fxpiratlon DoLa Created by Independent Third Party: FL722-R2 Evaluation Reports Application Type Created by Independent Third Party: 2075.2 VEYFRV10 - VENTRV10 Limits of esu Certification Agency Cartfficato Appi avoid for use iu HVNZ: Yes FI -2071i R3 C CAC �J7110506 RVIO MIAM?_DADE,-Jd_f Apps oared fur use outside HVHZ: Yes Quality Assurance. Contract Expiration Date Impact Rearstant! N/A 03/13/2013 Design NIA pressure: / installation Instructialtn Cthcr: 050-RVIO _0_ F! 2075 R3 II U/11J�]u _P1IANII QAQE..V& 4d ! Verified By: MIarnl-D3de ACCO - CER 7635 w 2nd Ct Created by Independent Third Party: GU EvQ!Natlun Reports �r Cr eated by Independent Third Party:__ CJ n<.t 1CA A•1 ,hrntratbn Ucpartmcn! urrw,,,.rur,hty Al(aria FlOr Caa B,id�ar9Ordi:e d d t-dW I LSS55l 1 CWVIJo. wN fa;lE of da u 35014JI-.BTI F- (050) -li131 3G k"'�.,�u «3`� >,wr�'�J T r� k c.!.��,, ^txK,u {' " 34rp xi �]T1,"x7� "ooze �q r' %l., S�y 'M' .. Hf t `�v �.W' :; � e � ^,,.IY�" %i =�'.� V_M1"(-t �� ir'P•. . •r„�'.�5�?rn± ,,0� ,�':i'' �,�4w•,r. $� "��,_r3.�c�'.�s�:rs_ AfPa"Rnh,.aQ:w1.;;u=a;'t•.`'; r yrrla3� .rtF .i"" o -r ,�'sr, t arr4a':r... JF.rr).,tr.f rtr'lla,,.s t 'a' MA", 02rI '.'d"�E:" 1; A" GCL poor? ley LI j U.rr RL,i. aLal) i Ilot Tcplts. j �uun T.,trc{iarq_ .'",[ul9 &Fact, p FWt-L-ro f F5C 5t.,a , EC+5:1:o flap I LOU i £ouch priOduct Approval �� r yUSER. pubic Ibcr ,...caw. Ali V.r:dirt Annmvnl Ple^n rrr.di.r r?lm!r„rn irh I Alrh-ticoolot App!kation lctwil FL FL11024 Application Type New Coda Version 2007 Application Status Approved Cuinrnents Archived [-a Product Manufacturer Southeuctern Metals Mfg, Co. Address/Phone/Ernall L1301 Industry Uiivo )atksorlville, FL 32218 (904) 690-4082 j h kelsey \P5 -r nota ls.corn Authorized 51gnature Jeremy Kelsey j h kelSey C)sen)eta S.com Technical Representative Jeremy Kelsey Address/Phone/Email 11001 Industry Dr. Jacksonville, FL 32,1 L8 (904) 757-42UU Ext 4602 jh keh;eyt )5VTIetaI.:orn Quality Assurance Representative Gerry Sholsberyer Address/Phone/Ernall' 11801 Industry drive Jacksonvlle, FL 33218 (904)596-4204 gpsh otsperger(a$enletats.conr category Roofing Subcategory Products Introduced as a Re7Uli: of New Technology cornplianre Method Evaluation Report from a Product Evaluation Entity Evaluation Entity 11larnl-Dade BCCO - EVIL Quality Assurance Entity flianll-Dade HCCU - QUA Quality Assurance Contract Expiration Date 04/15/2014 Validated By Nliaml-Dade BCCO - VAL Cartificata of Indapendence Referenced Standard and Year (of Standard) Standard Year TAS 100 1995 Equivalence of Product Standards Certified By Approved Evaluation Entity Fr 11024 RO�IktLl�2-...2it..'y+7daKG2Stlff�2?t Sections flue, lire Code r b J f Y tit b tr f .Y 1G• t7 f xt r. .Sw�' J'� � NY'• F J xr, � � �q Y fi'A it J �x r Shutters x N.tu .1� d A"" f Vas: ae S .f`•. ' A� 2,� y t 'R .Mf gg�� ....F`rvi; � Y ME, r ✓ Y t r 5� dv"r C i t 't,• ,p,, 1 d "i Compliance Method A tjf l�� M r� x�,.F r�. y rF rN GT zraw Florlda Prohitslo(al Englnaer y ..y1e kr . rX131'..m•a Wq:o t ul.'Racutrac" IIut TGpf] i ri:,Llttt:ittCfr%,Xe ` 5tal90. POrA9 t Yual'CalSn., f ITC-t.f UCI.a_rtCMOP Urd , s -11h { tALiY: Product Approval (/.leo: the Evaluation Report [:"--': Evaluation Report - Hardcopy Received ry Yet VLLk I- PF. -11955 Quality Assurance F.ntily P1+91st ^kuf')v.atriecL % f urlu:r : r wt-tf lyut' t'J)-V56 +J:V::cL4tl1A3t •• ! pP''r^tln: octali Quality Assurance Contract Fxpiratlon DoLa FL ;k FL722-R2 ORLANDO L. BLANCO, P.E. Application Type Revision. Ce Rificata of Independence Code Vel eiull 2007 Staariard 'fear Applic tl ut Status Approved 144e1h;oLd Year Comments ASTM 4330, E1996, E1836 2002 C) Arch I ved ei3 Product rnanufaclurer Nletal'rec h, plc. 4d ! Address/Phone/Email 7635 w 2nd Ct GU Fllal eat, FL 33014 �r `fes .•305) 970-7507 W 511ev eA m Lta l tech . cof n Authorl2ed Signature °lite'!? Pulliam EnglnaeringC�metalCecil.cam �0/ Technlcal Representative Address/Phone/Emaii Quality Assurance Repr::sentatvo Address/Poon?/'entail Category Shutters Suoceitegory Storm'vaneis Compliance Method Evahlatlon Report from a Florida Registared Ar::hlte,:t or a Licensed Application St,,W5 Florlda Prohitslo(al Englnaer Compliance flalhod I'9e Evaluation Rapc'il - Hardcopy Resolved Florida En,ginaor or AILhiluct chine who develuped Robert S. Mansour the Evaluation Report [:"--': Evaluation Report - Hardcopy Received Florlda Linens? PF. -11955 Quality Assurance F.ntily National Accrsditation and Mouagefrent Institute Quality Assurance Contract Fxpiratlon DoLa 12/31/2010 Validated By ORLANDO L. BLANCO, P.E. 12/31/2010 r: Valid ;:tion Checki 5t - Hardcopy Received Ce Rificata of Independence PI -727. R:2. r Ol (124 cert indieercf.pd Referenced. Standard and Year (of Standard) Staariard 'fear =1_4304_R2 _C)I 09_03,2, r_J,pdf ASTM E 330.02 2002 144e1h;oLd Year SS -TD 12-99 1999 Equivalence Of Product Standards Certified By sections from the Costo Product Approval rdathod Method 1 Option D Date Submitted 01/27/2009 Dob: Valldated 02/02/2009 Data Psnding FBC Approval 03/11/2009 Date Approved 04/07/2009 H- # biudei� Humber or rdauru D 5uipfiun ' rte 72o.1 .024 Galv. �-..el Hurricane ne Panel Limits of Usu lnstnlletlm: Intstlactions Approved fur use ht HVriz: No EjzLp.-T1 024 tlra',ving,{;1iC Approved. for List. outsids HVHZ: Yes Verified By: Robert S. Monsour PC 11955 Impact. ILesfa'tarrh Yea Created by Independent Third Party: Yes Dasiyn Piossure: I`l/A Evafvation Reports: Other: Not for use In Fllgh Velocity Hurricane Zones of tile:f-LL'a,.'.....Ru�1E...4?.,:L. Y_3lltiCl:2UJL;L Florlda Building Code. Maximum Span 140" at 24.52 P.S.F. Created by Independont'Ntlrd Party: '(,s Mcodinum Deslgn L caul 103.02 P.S.F. Wth a Spon of 55" lu'ackl rtv CrAA ' n la�U Flv Lipa,, aafC r:LR.,[y.9N..'rfr. rok,-rl ,1 Co cr e rc- u 1 t rf da 1'a rJn t Fktndo3 ') 'CO "JLO) 4 71S ,Fox (B0) 41 i8a39 �atirT �3aJry`" 4UA 3 /ar7a�^r f 4,.w �� a r cka � y � �r r r 0A, �oR*°� �•� ��i'k'�'�"�'�'_.'. t "J',,1,s -},[�• ed b?iT ,e�' C�' Y,'S c"C.S. pix tr'r,.ar' .F ; T it x''..: •^ it yY�. 4r +'' ,••�s.rx� '..h: .v:A.K"7..n..tl' �r K.r �,,. k.. WI . r.ts9`caa`r'��ur:C &.. "".'r` 4 rxc'•r3*,,;i{�", '"�'``.t ,'wax. y.-,,�yrj.a".i' : ,• t:9 R � f ,Md :450.. ".:.._.., •r+ u'b v.:'.' ...w'': ,.. , .:.v.. . K�,�. r�. r: ' . ._� :yny��. ..w. a ..yy -Y y .`Y• r 'FS yf .p OC13 L -a i. OU !a G Usr Req s:r,:t:cr. Ho[7.pEr ; ;ab-n¢stu.lmlyc _[Liz agar -L j V:bllexhrs i ruC S[a'f j UCI:..,I,c rap ; Link:; ; 3<orcl, [ (G( krv,t�r f r - truce Apprcvaf y'3 �USL/c. Y:plc Lxr ?S.SIS."S �F4!:L %I'1:535:�lrGls:lUAn.�£J[:II' N:PIC.112;1L+i: AI'J'iwtiw, Uwtu'I FL x FL48U4-R2 Appilca Elon'rypu Revlsion Coda V?rsirun 2;07 Application St,,W5 Approved Compliance flalhod Evaluation Report front a Florida Reyistored Architect. or n Licensed Archived l Product Manufacturer Alufab Hurricane, Shutter-, Inc. A.drlress/Phone/Emaii 13000 NW 33 Avenuo OPo Locka, FL ;3054 (3055) 680.4701 Ext 19 authonyyl`alufabhurricane.cpm Authorized Signature Robert Andrade anthvn y�yahlfabh urrican ?.cern Technical Representative Pedro De Figuairedo Address/Phone/[mail 6971 West Sunrioa Blvd. 104 PlantallOn, FIL 33J13 enyrurLJa Ul.com ' Quillty Assurance Representative Method 1 Option C Address/Phone/Enroll Method i Option D Category Shutters Subcategory Storm Panels Compliance flalhod Evaluation Report front a Florida Reyistored Architect. or n Licensed D ate Valldated Florida PI'ef'ASSloual Engineer PFBC Approval Pending Date P [:"--': Evaluation Report - Hardcopy Received Florida Enginear or Architect dame elite developed Pedro Do Figueir edo the Evaluation itepwL Date Approved Florida Licanse PE -52609 Qualify Assurance Entity PI'atiw,al Accreditation and Management Institute Quality Assurarca Contract Expiration Date 12/31/2010 Validated By Jes us Gonzalez, P.E. 1f'. Validation Checklist - Hardcopy Received Certificate of Independence =1_4304_R2 _C)I 09_03,2, r_J,pdf Referenced Standard and Year (of Standard) 144e1h;oLd Year �_ ASTM 4330, E1996, E1836 2002 Equivalence of Product Standard-, Ceitined By Sections from the Code Product Approval Method Method 1 Option C Product Approval Method Method i Option D Date. Submitted 07/U9/200a Date Submitted 04/10/2005 Date Validated 07/17/_50013 D ate Valldated 04/22/2009 PFBC Approval Pending Date P 07/10/2000 Date Pending FEC Approval U5/ 10/2009 Date Approved 09/15/2000 Date Approved ' 03/Q9/2u)q FL11024 RO AE 2008 NOA Weather Vent.ndf > upa:vnarrt of c.n:mu•,ity Ana Js Le -i La . -it l tibia Uuifd:irx UcJa G'nLfi. •31h r[rltr::f' Of frradL'ti3 `*a% Summary of Products Uc1nR.tm.nr .r Cmnnr:rrity Arf.h-. �.�.-�_,u___r_.._._____,_._�_-. �_ FL 4 11024.1 - Model, Number or Name Description. "Weath r Vent" _ _ -Off-RIdge Static roof vent Limits of Use Inat.1114Mc11 Instractrunc Installation Instructions Approved for use in tIYHZ: Yes Fk11024 RD 13 2005 MOA Weathan l.3nt' Approved rare ueo outside HVHZ: YesVarifled By: Mlan11-Dade BCCO - EVL Impact Resistant: N/A Cleated by hldependent'4ird Party: Design Pressure: N/A Evaluation Reports Other, FL11024 RO AE 2008 NOA Weather Vent.ndf > upa:vnarrt of c.n:mu•,ity Ana Js Le -i La . -it l tibia Uuifd:irx UcJa G'nLfi. LCAIY.'nri,izuaSbn `*a% r'odolw,o::e, nurida 7EJ90.21 U0 Uc1nR.tm.nr .r Cmnnr:rrity Arf.h-. ( S'S'JJ •!a/-lh:39, Fa.Y (950J d19 3130 �_ F3"wa eidark y Cad. O,;Jea C) At Codas nr;J �rantlards 0 2553 Slxu:artf O..k P,rur.crortl 4d ! 400 7allahossae, Fh!rirFa 32399 -?!fro (0501 ib'/ 1NE7, W.ti fh'SU) fF736 FL is I Mods!, Fl unrb• r fit- Name, Deacrfption, 4004.1 __....-�� 12•,na 8,22go Steel Storrs Panels _`-Corrugated 22ga and 24ya Steel Storm Panels Limits of U60 Inat.1114Mc11 Instractrunc Approved for milt in IIVHZ: No F,L!}it0r1 E1411 11 0-904L2-1 y'vG,utlY Approved fur Lia_. oalaidaa. HVHZ: Yes Verified By; Pedro Da Figueruido 52609 Impact RcafaraMr2: Yes Created by Independent'ThirdParty: 'fes Ll »ign Presse:rv: ;404!-104 Evaimatfcu Rep-liz Other, Product to be manufactured, de3ignad and installed FJ4US79...Lil Ai-. .032 P[R. JL,IY as per drawing D9-072. Created by Independent 'fhlyd Party: Yes '�1J/�'yl �� +- , r'nndpJli�:G3L:f1 > upa:vnarrt of c.n:mu•,ity Ana Js e,at/ l tibia Uuifd:irx UcJa G'nLfi. Ccrf.-, :.nti Slnn,f rtl. 7 :. � ; SNrrnn,rl n.+k 1,k,rJcwN `*a% r'odolw,o::e, nurida 7EJ90.21 U0 ( S'S'JJ •!a/-lh:39, Fa.Y (950J d19 3130 SHEET N0. P"A 1.2 r� co 4J Ct3 '�1J/�'yl �� +- -� > e,at/ `*a% S_ �_ F- is C) At 0 O 4d ! 400 GU �r `fes Q W /99 P R \�V ® �0/ ' 0 cl C 1v CCCS 0 �••'' 0 > U F- id.! _Ej-:210 �- - U) SHEET N0. P"A 1.2 r� co A% All 4-0 tq e,at/ `*a% 'sJ 0- 1 00 C) At 0 4d ! 400 GU Q Q n SHEET N0. P"A 1.2 r� co