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HomeMy WebLinkAbout401 Bella Rosa Cir (2)/- C`,a/✓ CITY OF SANFO.RD BUILDING & FIRE PREVENTION r` PERMIT APPLICATION ,131r Application No: J / Documented Construction Value: `� � Job Address: (� Ll1 Historic District: Yes ❑ No Q d. Parcel ID: o2q - t 9 31 - 502-L- COO O - l ' jj1 o ___ Zoning: Description of Work: N Ew 3r=9- Plan Review Contact Person: Phone: ��3 t (�, b (p3 Fax: -1a� 4-1 M4 W E-mail: r Property Owner Information Name Phone: Street: 15550 i---ic-q-rw avE 210 Resident of property? City, State Zip: I rL- 33`t c o0 Contractor Information Names AVEC ��-� �� Phone: Street: 15`�SO l_'�c,yCs'wAve 1�2��>i-cC__ 2lD Fax City, State Zip: CL33`tcoc> State 1,iceuse No.: � -- Architect/Engineer Information I �/ Name. li%�' (�' p q 1 e .fel' t 1 Phone:: Street: U 604 G Fax: City, St, Zip _ _ - E� r-�/1� �T1 � L -mail: Ci c?► i�:� e:� `I(\CYt n� , (alh Bonding Company: N k Mortgage Lender: N�A Address: (i) J 9, 06 = �. 01 % Address: /04 Sri = /'9 % s�� �, (9 PERMIT INFORMATION Building Fermit G� S( stare Footage: ,, ri` l Construction Type: No, of Dwelling Units: ___ Flood Zone: Electrical Q' New Service - No. of AMPS: 9(Cb mechanical d(Duct layout required for new system) C30 a ls, No. of Stories "• Plumbing Ef/ New Construction - No. of Fixtures: Fire Sprinkler/Alarin ❑ No. of heads: t a, eoND E3EAM l�(=1Vl=1iH� JVI.-. IVV I r.CJ ���� E�' O" WING WAL�LF OOTING DETAIL SCALE : NTS O F=OOTING 5GINEDULE o MK • SIZE REINFORGINCz DEPTH Pl 2'-O'x2'-O' (U s 0 6' O,G. EACH WAY 12' PEEP F2 2'-6'x2'-6' (1) 05 >A 6' O.C. EACH WAY 16' PEEP FOUNDATION NOTES: I. 5EE SHEET 5N FOR TERMITE PROTECTION 5PECIFICATION5 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE 5URVEY SHALL BE ON THE 51TE FOR THE BUILDING IN5PECTOR5 U5E. OR, ALL PROPERTY MARKERS SHALL BE EXP05ED AND A STRING 5TRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS, NOTE: BORACARE TREATED LUMBER 15 AN ALTERNATE TERMITE PROTECTION TO 5011_ P015ONING, SAW CUT CRACK CONTROL JOINT. CUT TO BE MADE WITHIN 24 HOURS OF CONCRETE PLACEMENT. CONCRETE SEE GENERAL NOTES AND MIX REQUIREMENTS FOR PLACEMENT. MIN. 1/8" IN WIDTH 3/4" IN DEPTH 21 7-rr\ITCL.IED CONCRETE FLOOR WELDED WIRE FABRIC PER TYP. WALL SECTION SAW CUT CRACK CONTROL JOINT AA 3 W a, ' -'U' I. 3'-I0' 0M 46-o" 13'-a' 12'-4° 14'-0° 4'-0" 4'-4' -- 4' 8" 4'-6" FILL CELL W/MA5ONRY MIX TO COVER PIPE. (APPROX. 3 COUR5E5) NO VERT, REBAR REQUIRED A/C PAD 8' WIDE MONO (MIN. 3' ABOVE FOOTING ; FIN15HED GRADE) ------� --—"------ — - ILL, I ,t ® _ ELEVATION ■ 2'-0' a' 4° (464 2'-0' I ! INDIGATE51-15 VERT. IN CONIC.--, 12' a' MA50NRY BLK FILLED SOLID _ - -- - I W/ CONC, HOOK INTO BEAM I I 1 ABY. AND FTG. BELOW. "' I ■ ■ ■ -- - -- - I Ili -R1 GE55 FOR 56D ■ ® ■ -- L ---_--.-------ZVI � 53 I I I 1i I 2 -15'5 DIAGONAL AT ALL INTERIOR 5LAB - —JI ! : CORNER5 (TTP.) j I III , u 16 10 I I 1-0 I '° a I -� 21 ' H. x lb' W. CONC. MONO FTG. W/ - ® I 2 - 15 CONT, REBAR5 PROVIDE f 2 ' MIN. LAP WHERE SPLICED Ii 142x60 3/4' CJ. WIRE TOGETHER DROP-IN 1 TT. OF FTG. SHALL BE 12' I i' z IN. moGRADE i1 - TO W.G. I w I I I ; -�( -_ - rA A.H. - ' I 42'X48' SHOWER PAN PVC AG DRAIN S' I PROVIDEP BY PLUMBER - i0 3000 P51 CONCRETE FOR A 5� DRYER - --�' '-- _ HERNANDO CO. ONLY I ii eI VENTII' 8' :JI' 0' 2'.6- — ?,-a, Lt 4' PAD WALL--,,,, ry HANSEN I �- BOX ! I - - -ELEVATION! AT 0'-0' (A5VrED 1 -� GATE OP ION ONLY A 1 _ RAF• QK 4' THICK, 2x500 OR 3000 P.5,1, L — — — — _ — — — —i — — — — — — CONCRETE SLAB ON GRADF W/ 1 T — bx6 WI.4xWl.4 MESH IN TOP 1-1/1' OF I 2 4 _2' 8' _ f-' — ---- ---- -- - - SLAB OR FIBER 5I I.ovE h MIA-- _ -- - - - ----- - —-- 9 ( vAPOR BARRIER J -LEAN, ULL 1,LJW.C. ■0I ® I W.N. COMPACTED, TERMITE TREATED, �I 1 LAY, j I- L . ONLY ELEVATION GRANULAR FILL. WING WALL OPTI u - ■ WING WALL (FOR PMTHER r CONTRACTOR / BUILDER w I I •EC WING WALL _ TO DETERMINE IF GATE TRACE COMM. ON Y) ?0 BE DETERMINED IN FI LD BY -_ CONTRACTORIl' 10' NEEDED OR NOT INFIELD I.I I 53 OPTION ONLY / ILDER _J I 3/4'x9-1/2' ® ■ ----- ■ �'-RECE55 I ', �, I c.j. 3/4'cJ. Cj. ELEVATION (-) 0'4 I .� `v I I HB. .v ❑ I 53 5� 1 TT_�'„ ■ ■ ® 11/2' RECESS FOR GAR DR ■ ■ ■ 53 ELEVATION —.� 19'-4' 61-01 5' 2° 514" 4'-2" 1 o 1/4' . 1'-0' OFFICE I WING WALL (FOR PANTHER TRACE COMM. ONLY) TO BE DETERMINED IN FIELD BY — — — CONIRAGTOR / BUILDER - OF w —I �a �a SANFORD BUILDING CREPT. c N5 ARE REVIE4'VED AND CONDITIoNAl.1—Y 'rHi - SE LJ� AG EPT D FOR P�ERNIrr. LICE nTo F,ROCEEIU W171 -I CC, NSTf UEU TO BE A TH C WORK Y. AND h1gT � AUTHORITY THA IDEYANY\/DF THE +C, NCEII... +hs'rEF2. Ur Pf OJ1,, ONS Cf: TI IE 7ECkdhdICAL, CODES, C JOR SHALL 15 UA1'CE OF n PERMIT K?EVEN'T' r BUILDING D =C'7' a :ROI 1 T1-If_RF.AFTER REQUIRtNG A CORRFC- 0i EX-pOR5 QN C:O THE PLANS, N5TRUCTIAN CM t' :ui'i rE;R V ILS'_ A715)SJ5 OV ii lE CC�vES. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineerin�.cr�rn 0 r -I (V '0 s� � M t� c1 Q o r., a r rn zu son Lu J V J O Ln Ln Ln U 06 CQ V) LL Z 0 O Q U w cL I x W ua W O Q N TO TI IE BESI OP THE ENGINEER'S KNOWLEDGE AND BELIEF, IHE SIRUCI'URAL PLANS AND SPLCII ICAHONS COMPLY Willi 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2002 SUPPLEMENT) SECTION 8301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND ZONE rHU DRAWING AND DESIGN 'VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE SrRUCIURAL PORTION OF THIS DRAWING ONLY. 011 LENNAR CORP. -THIS PLAN MAY NOT BE REPRO DU< FD IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 20114HESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OP DANSOO ENGINEERING, LL(- AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED REVISION: DATE DESCRIPrIUN 12k0 2009 S_ UPT LCMENT ADDED - 07 -14-09 IWIND PRESSURES sD OPENINGS) IREMOVED BATH #2 WINDOW; REVISED ENTRY DR. RECESS TO 9-1/2" U9-08-0`) 3'00 ARCH REVISIONS FOR OPTION FLAN- _—�- 10-13-09 3.01 ELECIKICAL OF HON PLAN 1U-15-09 4.00 SALES OFFICE 09-29-10 4.01 MODIFIED FILLED CELLS 11-05-10 4.02 ELEVAIION UPDATES 07-07-I 1 1.03 ADD WING WALL FOR PANTFIER f ACC COMM. ONLY VERSION NO. 4.03 / 07.07_.1 1 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY FI. HUYNH, P.E. #60122 [] IRWIN J. BENSON, P.E. #49758 a • 2 TA I o. 0'4OR101>".0° �+ S •••o•e•• G 4� TLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 310596 DATE ISSUED: 07.08.11 DRAWN BY: xx REVIEWED BY: xx I - L I I„ �. II -------------- -----—.-- --- J .� `v I I HB. .v ❑ I 53 5� 1 TT_�'„ ■ ■ ® 11/2' RECESS FOR GAR DR ■ ■ ■ 53 ELEVATION —.� 19'-4' 61-01 5' 2° 514" 4'-2" 1 o 1/4' . 1'-0' OFFICE I WING WALL (FOR PANTHER TRACE COMM. ONLY) TO BE DETERMINED IN FIELD BY — — — CONIRAGTOR / BUILDER - OF w —I �a �a SANFORD BUILDING CREPT. c N5 ARE REVIE4'VED AND CONDITIoNAl.1—Y 'rHi - SE LJ� AG EPT D FOR P�ERNIrr. LICE nTo F,ROCEEIU W171 -I CC, NSTf UEU TO BE A TH C WORK Y. AND h1gT � AUTHORITY THA IDEYANY\/DF THE +C, NCEII... +hs'rEF2. Ur Pf OJ1,, ONS Cf: TI IE 7ECkdhdICAL, CODES, C JOR SHALL 15 UA1'CE OF n PERMIT K?EVEN'T' r BUILDING D =C'7' a :ROI 1 T1-If_RF.AFTER REQUIRtNG A CORRFC- 0i EX-pOR5 QN C:O THE PLANS, N5TRUCTIAN CM t' :ui'i rE;R V ILS'_ A715)SJ5 OV ii lE CC�vES. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineerin�.cr�rn 0 r -I (V '0 s� � M t� c1 Q o r., a r rn zu son Lu J V J O Ln Ln Ln U 06 CQ V) LL Z 0 O Q U w cL I x W ua W O Q N TO TI IE BESI OP THE ENGINEER'S KNOWLEDGE AND BELIEF, IHE SIRUCI'URAL PLANS AND SPLCII ICAHONS COMPLY Willi 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2002 SUPPLEMENT) SECTION 8301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND ZONE rHU DRAWING AND DESIGN 'VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE SrRUCIURAL PORTION OF THIS DRAWING ONLY. 011 LENNAR CORP. -THIS PLAN MAY NOT BE REPRO DU< FD IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 20114HESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OP DANSOO ENGINEERING, LL(- AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED REVISION: DATE DESCRIPrIUN 12k0 2009 S_ UPT LCMENT ADDED - 07 -14-09 IWIND PRESSURES sD OPENINGS) IREMOVED BATH #2 WINDOW; REVISED ENTRY DR. RECESS TO 9-1/2" U9-08-0`) 3'00 ARCH REVISIONS FOR OPTION FLAN- _—�- 10-13-09 3.01 ELECIKICAL OF HON PLAN 1U-15-09 4.00 SALES OFFICE 09-29-10 4.01 MODIFIED FILLED CELLS 11-05-10 4.02 ELEVAIION UPDATES 07-07-I 1 1.03 ADD WING WALL FOR PANTFIER f ACC COMM. ONLY VERSION NO. 4.03 / 07.07_.1 1 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY FI. HUYNH, P.E. #60122 [] IRWIN J. BENSON, P.E. #49758 a • 2 TA I o. 0'4OR101>".0° �+ S •••o•e•• G 4� TLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 310596 DATE ISSUED: 07.08.11 DRAWN BY: xx REVIEWED BY: xx I - L AREA CALCULATIONS ■ INDICATE5 FILLED CELL W/ (U 15 VERT. LIVING : 1909 5F. GARAGE : 413 1 5F. COVERED ENTRY: 95 5F, PORCH : 56 5F. TOTAL : 2413 S.F. STRUCTURAL NOTES C, PROVIDE (U 15 CONT. IN FILLED P.C. LINTEL 4 K.O. BLOCK ABOVE FILLED JJ SOLID W/ GROUT 4 (1) 5 CONT. PROVIDE (U "5 CONT. IN FILLED P.C, LINTEL W/2" RECESS. T (2) 2 x 8 HEADER W/ (l) U5P L5TAIS a EACH END, PROVIDE (U 2 x 4 JACK STUD e EA. END W/ lU U5P HTTI6 1' BASE (REFER TO DETAIL N/54 4 0/54 FOR MORE INFO.) (2) 2 x S BEAM W/ 112' PLYWOOD FLITCH PLATE d (I) USP LSTAIS a EACH END. PROVIDE (2) 2 x 4 JACK STUDS w EA. END W/ (U USP HTTI6 fiI BASE (REFER TO DETAIL N/54 4 0/54 FOR MORE INFO.) Elevation A 4 C Only 8' FILLED P.C. LINTEL 4 K0. BLOCK ABOVE FILLED SOLID W/ GROUT 4 lU "5 CONT. 6 ALM (2) 2 x STUD BENEATH EACH T9155 WIN U5P HTW20 a TOP 4 (2) USP 5PT4 BOTTOM. 01 V FILLED RECESS P.C. LINTEL 4 K0, BLOCK ABOVE FILLED 50LID W/ GROUT 4 (1) 5 CONT. NOTE: I. PROVIDE MIN. V EMBEDMENT FOR ALL HTTI6 ANCHOR BOLTS, 2. POWER BOX LINTEL (IS GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4 REINFORCEMENT INFO M INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR MORE IWO) WAI=L LE6END ■ INDICATE5 FILLED CELL W/ (U 15 VERT. INDICATES TOP OF MASONRY ® 8'-0' AFF. - INDICATES TOP OF MASONRY 4 V -0 - 3 -4" :_ INDICATES SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT TO BE FILLED, UNLESS NOTED ON PLAN) r 303 P5F -33.0 PSF INDICATES INTERIOR BEARING WALL r a w INDICATES 2x4 FRAME WALL (UN.OJ FLOOR PLAN NOTES: I. SEE SHEET SNI FOR COMPONENT 4 CLADDING DESIGN PIRESSURE TABLE, 2. SEE SHEET SDWI 4 5DW2 FOR DOOR AND WINDOW TABLES AND INSTALLATION INFORMATION. 3. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST 5E COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER FBG I093). 4. * -DENOTES EGRESS WINDOW 5. PROVIDE TEMPORARY SUPPORT FOR ALL MASONRY WALLS GREATER THAN 8'-0' DURING CONSTRUCTION. (FBC 2104.1.9) 6. GARAGE DOOR SHALL BE LA13ELFP WITH A PERMANENT LABEL PROVIDED BY THE MANUFACTURER 40'-0' 12'-4' STAIR (BY OTHERS) LOCATION WHEN STEM WALL 15 USED __ 12 8" I'-4' I I LANDING 25 5H. T.O.M. 25{. -40,1 5F HD. AT 6'-8' 8.0�. 8' 0' 3' 6'x3' 6' HD. AT 6'-8' 40J -40.1 PSF �k EGRESS HD, AIG PAD * EGRESS I � - 7 \ \ j LANAI / \ / 1 12'-4'x1'-8' c' / cS C� VAULTED CLG. MAS SUITS - T.ol�. c �' J36ROOM 2 /, ° 8' O' / 55.1 / 10' -4'x11' -O' f 4' M.O. 2'-0' %� I VAULTED CLG. VAULTED CLG. \ \ Zr \ / 2.5:12 ' _ / f ; VAULT " \ /�%�' - - - _ �/ VAULT \ I'-4" 8-0x6-8 TE P. S.GD. 1 / _ 12' _ A _ 14' 2.' _ _ I' / II' 0 D'' ' \ FLUSH FRAME / ^AA NOTE: FLUSH FRAME M Zp TO FURRING' ' ALL INTERIOR TO FURRING 83 u q / SLOPING SLOPING 3 ANGLED WA!_!_5 \ 280 P51' % CLG. - ARE AT 45 (UN.OJ \ 30b P5F - _. - _ p 2-46-a HCI, GLG. ARCH FROM SLOPINCs \� / @ _ LINE OF --� / 1.4' TO 8 -O I' O' - ` CLG. BEYOND / CLG. \ / 3' 9' �, 5' T" 3' 2' �- SLOPING ARCH FROM - - WIND LF v / 4 \ -- CLG. - BFD - = , \ \ A / �- 13A. W 3 VAULTED 18'-0' - 7 m " c 4 5H. ! _ \ \ - �' - CI_G. CLI- w `2% '`� ; 1 CREAT ROOM 14'2'x24'3' OP / T122'x36' ATTIC VAULTED CLG. \ \ / / - - - - - 2 4x6 8 PKI. j > LAOCES5 53 1 n) OR r2) ws PER 5 Ec5 BEDROOM 3 a M. B T Q II' -6'x10'-4' VAULTED CLG. 313F5F - �j -34.0 PSF � A� / \ 8�4, 2.5:1225:12 " VAULT � 3�J3 PSF B m 54 s ac� a GLG. VAULT I VAULT -330 PF 3'- 0" ' 42' H. 5 j DRYWALL I a / W.C. SHELF AH ON 28' 5-Dx6-8 1; ----I-- - HIGH PLATFORM B,FD / RETURN AIR / �- O' FLT. CLG. / 5 TEMP. GI,. , O.N.C. ^O.H.C. __ 303 P5F /' ` 42' N. x' (�-) _ -1 / \ 42 N. I NOTE: ATTIG - -330 P5F v j yp \ C�% V COUNTERTOP I ALL INTERIORIAGCESS z ; I - - - - - - Lou W�LL [ZAA / \ I ANGLED WALLS \RANGE \ I \ KNEEO ARE AT 45. (U.N.OJ / ,ERIC VW�HoOD \ / WALL A - i X5:12'\VAULTED 6LG. /i Nxi /A�ITC�E 2.5:12 ULjED CLG, / \ VAULT �y 4' 4`..� .6 ./ 3' 0' �` ;'( 2' 11v� II" \� 5' 0' �, 1' D" 18" I' 10' 121,2 DRYERa.. I H FROM 4 VENT -\ % i \arc,\.' / `� ARC, TO 8 '-1 0' 5 4' PAD WALL-,/ I ��%� X' \ 2-4x6- / \. / 53�\/ 2.5:12 2.5:12 I DINING -_ �,• ci' ! / / @ 13'-4 xlO -IO H BORND , \ /� '` V CLG. I CLG. , - \/� ,! \ i 90 `° VAULTED CLG. 5'-O' / I �...\ \, ,. //�, 8� - - r 5 SH. I I \\ j 12' SHELF OR 60'60' INSULATE ■ _ ou.CABINET ABOVE 3-Oic6 m APPLIANCES PER SPECS WALLS ; T CLG. u CONTRACTOR / BUILDER / _- IS' ?�' \\\\ / �� _1' d' "� 3' '-1, -\ 5'-3' TO ETERMINE IF GATE ■ LTE NEED D OR NOT IN FIELD % 54'x22' I , \ / \ 9 AU WING LL (FOR PANTHER / ATTIC AccESS _ cc t I ? \. j \V Elul/ CLG. TRACE GOMM. ONLY) TO ` / 9113 BE DETERMINED IN FIELD �� r- SIM. SEE; NOTE "6 a, BY CONTRACTOR / ! - - - - FOR MORE INFO r IQ i `\ / \ 2 V 1 BUILDER z ISM o e t= � a K S4 NOTE: ALL INTERIOR ANGLED WALLS ARE AT 45• (UN.O.) ' TOD 9 1' 4' FLUSH FK41E =r TO FURRING rh GARAG 34b PSF I!4°° _ 3' 4' M.D. I' 4" BEDROOM 4 IS' -0'x21' -0'31J P 13' I P II'-O'XlO'-4' 8'-0' FLAT GLG, 8'-0' PLT. HT. 3-&b-56-FNL T. HT. AND FG. ABV. ; ! S4 �I LINE OF GARAGE DOOR IN OPEN P051TION ' aF c0:4 a w ; DUCTS IN THE GARAGE AND DUCTS PENETRATING 54 I - THE WALLS OR CEILIWS SEPARATING THE DWELLING _ T/_ _ - - FROM THE GARAGE SHALL BE CONSTRUCTED OF A _ MIN. X26 GAGE (0.48 mm) SHEET STEEL OR OTHER I -) APPROVED MATERIAL AND SHALL HAVE NO ' " ' 4/' ' OPENINGS INTO THE GARAGE. 35 SH. fi B'•O' AFF. Z29b P9 *EGRESS I6 -0x1-0 O.H. GARAGE DOOR a -38.1 P5F FOR ELEVATION A ONLY - 26.4 P5F F' K SEE ELEVATION SHEETS FOR -29A P5F 54 S4 PARTIAL FLOOR PLANS FOR ELEVATION5 B 4 C 16'-0' MD_ 4D'•D' LINE OF FLOOR PLAN CK LEgGESTONE ONE (T ITYP.P.) 1/4' = 1'-0' j F3 / - 3 -4" :_ 42x60 ,� r 303 P5F -33.0 PSF DROP IN ":r r a w TUB 6'x48 SI-IOU,E GLG. VAULT I VAULT -330 PF 3'- 0" ' 42' H. 5 j DRYWALL I a / W.C. SHELF AH ON 28' 5-Dx6-8 1; ----I-- - HIGH PLATFORM B,FD / RETURN AIR / �- O' FLT. CLG. / 5 TEMP. GI,. , O.N.C. ^O.H.C. __ 303 P5F /' ` 42' N. x' (�-) _ -1 / \ 42 N. I NOTE: ATTIG - -330 P5F v j yp \ C�% V COUNTERTOP I ALL INTERIORIAGCESS z ; I - - - - - - Lou W�LL [ZAA / \ I ANGLED WALLS \RANGE \ I \ KNEEO ARE AT 45. (U.N.OJ / ,ERIC VW�HoOD \ / WALL A - i X5:12'\VAULTED 6LG. /i Nxi /A�ITC�E 2.5:12 ULjED CLG, / \ VAULT �y 4' 4`..� .6 ./ 3' 0' �` ;'( 2' 11v� II" \� 5' 0' �, 1' D" 18" I' 10' 121,2 DRYERa.. I H FROM 4 VENT -\ % i \arc,\.' / `� ARC, TO 8 '-1 0' 5 4' PAD WALL-,/ I ��%� X' \ 2-4x6- / \. / 53�\/ 2.5:12 2.5:12 I DINING -_ �,• ci' ! / / @ 13'-4 xlO -IO H BORND , \ /� '` V CLG. I CLG. , - \/� ,! \ i 90 `° VAULTED CLG. 5'-O' / I �...\ \, ,. //�, 8� - - r 5 SH. I I \\ j 12' SHELF OR 60'60' INSULATE ■ _ ou.CABINET ABOVE 3-Oic6 m APPLIANCES PER SPECS WALLS ; T CLG. u CONTRACTOR / BUILDER / _- IS' ?�' \\\\ / �� _1' d' "� 3' '-1, -\ 5'-3' TO ETERMINE IF GATE ■ LTE NEED D OR NOT IN FIELD % 54'x22' I , \ / \ 9 AU WING LL (FOR PANTHER / ATTIC AccESS _ cc t I ? \. j \V Elul/ CLG. TRACE GOMM. ONLY) TO ` / 9113 BE DETERMINED IN FIELD �� r- SIM. SEE; NOTE "6 a, BY CONTRACTOR / ! - - - - FOR MORE INFO r IQ i `\ / \ 2 V 1 BUILDER z ISM o e t= � a K S4 NOTE: ALL INTERIOR ANGLED WALLS ARE AT 45• (UN.O.) ' TOD 9 1' 4' FLUSH FK41E =r TO FURRING rh GARAG 34b PSF I!4°° _ 3' 4' M.D. I' 4" BEDROOM 4 IS' -0'x21' -0'31J P 13' I P II'-O'XlO'-4' 8'-0' FLAT GLG, 8'-0' PLT. HT. 3-&b-56-FNL T. HT. AND FG. ABV. ; ! S4 �I LINE OF GARAGE DOOR IN OPEN P051TION ' aF c0:4 a w ; DUCTS IN THE GARAGE AND DUCTS PENETRATING 54 I - THE WALLS OR CEILIWS SEPARATING THE DWELLING _ T/_ _ - - FROM THE GARAGE SHALL BE CONSTRUCTED OF A _ MIN. X26 GAGE (0.48 mm) SHEET STEEL OR OTHER I -) APPROVED MATERIAL AND SHALL HAVE NO ' " ' 4/' ' OPENINGS INTO THE GARAGE. 35 SH. fi B'•O' AFF. Z29b P9 *EGRESS I6 -0x1-0 O.H. GARAGE DOOR a -38.1 P5F FOR ELEVATION A ONLY - 26.4 P5F F' K SEE ELEVATION SHEETS FOR -29A P5F 54 S4 PARTIAL FLOOR PLANS FOR ELEVATION5 B 4 C 16'-0' MD_ 4D'•D' LINE OF FLOOR PLAN CK LEgGESTONE ONE (T ITYP.P.) 1/4' = 1'-0' WING WALL (FOR PANTHER TRACE comm. ONLY) ro BE DETERMINED IN FIELD BY CONTRACTOR / BUILDER - c=, TOM, V-0' -r a REAR LEFT ORIENTAT ON RIGHT L - \Z FRONT GREAT ROOM CA DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 If. 813.645.9698 www.danscoenglneering.corn 0 N Z w o 0 V) >V)mo oo-uj c:) Q a W cl� rn z(D< LL CD V u-) Tr) ,-T U 06 m --o V) ri z O > U Lu w I � w O'1 Q 0 Q U C'4 TO TI IE BEST OF INE ENGINEER'S KNOWLEDGE AND BELIEF, IFIE STRUCTURAL PLANS AND SPECIFICAI IONS COMPLY WITH 200✓ FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R3Q I FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WINDZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS A FTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCI URAL PORTION OF rPIIS DRAWINGONLY 9011 LEN 'JAR CORP: THIS PLAN MAY Tior BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011 -THESE DRAWINGS AND DESIONS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE TDESCRIPTION 2.00 2009 SUPPLEMENT ADDED 07-14-09 WIND PRESSURES «OPENINGS; REMOVED BATH N2 WINDOW; RE`✓ISED ENTRY DR. RECESS TO 9-1/2" 09-08-09 3.00 ARCH. REVISIONS FOR OPTION PLAN _ I0-13-09 3.01 ELECIRICALOPTION PLAN 10.15-09 4.00 SALES OFFICE 09-29-10 4.01 MODIFIED FILLED CELLS 11-05-10 4.02 ELEVATION UPDATES 07-0 7 4.03 ADD WING WALL FOR _ PANTHER TRACE COMM. ONLY VERSION NO. 4.03 / 07.07.1 1 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 [� IRWIN J. BENSON, P.E. #49758 r `ao SEAL: Nk�6 yr(/p A 5.0 EOF J ` �4�;�. • .. • • �G o� p��l►�� s�'SHE TTITLE: FLOOR PLAN SHEET INFORMATION: JOB NO.: 310596 DATE ISSUED: 07.08.11 DRAWN BY: xx REVIEWED BY: XX 2-L j F3 54 ao � 303 P5F -33.0 PSF WING WALL (FOR PANTHER TRACE comm. ONLY) ro BE DETERMINED IN FIELD BY CONTRACTOR / BUILDER - c=, TOM, V-0' -r a REAR LEFT ORIENTAT ON RIGHT L - \Z FRONT GREAT ROOM CA DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 If. 813.645.9698 www.danscoenglneering.corn 0 N Z w o 0 V) >V)mo oo-uj c:) Q a W cl� rn z(D< LL CD V u-) Tr) ,-T U 06 m --o V) ri z O > U Lu w I � w O'1 Q 0 Q U C'4 TO TI IE BEST OF INE ENGINEER'S KNOWLEDGE AND BELIEF, IFIE STRUCTURAL PLANS AND SPECIFICAI IONS COMPLY WITH 200✓ FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R3Q I FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WINDZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS A FTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCI URAL PORTION OF rPIIS DRAWINGONLY 9011 LEN 'JAR CORP: THIS PLAN MAY Tior BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011 -THESE DRAWINGS AND DESIONS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE TDESCRIPTION 2.00 2009 SUPPLEMENT ADDED 07-14-09 WIND PRESSURES «OPENINGS; REMOVED BATH N2 WINDOW; RE`✓ISED ENTRY DR. RECESS TO 9-1/2" 09-08-09 3.00 ARCH. REVISIONS FOR OPTION PLAN _ I0-13-09 3.01 ELECIRICALOPTION PLAN 10.15-09 4.00 SALES OFFICE 09-29-10 4.01 MODIFIED FILLED CELLS 11-05-10 4.02 ELEVATION UPDATES 07-0 7 4.03 ADD WING WALL FOR _ PANTHER TRACE COMM. ONLY VERSION NO. 4.03 / 07.07.1 1 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 [� IRWIN J. BENSON, P.E. #49758 r `ao SEAL: Nk�6 yr(/p A 5.0 EOF J ` �4�;�. • .. • • �G o� p��l►�� s�'SHE TTITLE: FLOOR PLAN SHEET INFORMATION: JOB NO.: 310596 DATE ISSUED: 07.08.11 DRAWN BY: xx REVIEWED BY: XX 2-L ROOF PLAN SCALE: I/8' = 1'-0' NOTE: FLASHING SHALL DE INSTALLED AT WALL AND ROOF INTER5ECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CO"E5 IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. NOTE: ALL TRIM / SANDING TO DE CUT / 5CORED DECORATIVE FIN15H. ROOD VENT 5CNEDU!_E �i Verify with General Contractor all roof vent locations, quantities, and sizes. Roof vents shall be installed for a minimum of vented area as listed below or equivalent system per i=RG 200-1, Section RaOro.2 (1) 05 6' O.C. EACH WAY 12' DEEP PROVIDE (L) $5 CONT. IN FILLED P.C. LINTEL W/2" IREGE55, Roof vents or Soffit Vent Mark Location equal system I in.) I in.) RV 1 15t Level X68 524 - ROOF 05 8' FILLED P.C. LINTEL 4 K0. BLOCK ABOVE FILLED 5OLID W/ GROUT 4 (1,105 CONT. 06 ALIGN (2) 2 x STUD BENEATH EACH TRJ55 WI(l) USP HMO 9 TOP 4 (2) USP 5PT4 9 BOTTOM. 1a 5.9 401 (VERIFY W/ TRUSS MANUF) SECTION AA SCALE: I/8' : 1'-0' STRUCTURAL NOTES I PROVIDE (1)15 CONT. IN FILLED P.C. LINTEL 4 K0. BLOCK ABOVE FILLED \ SOLID W/ GROUT 4 (U 05 CONT. (1) 05 6' O.C. EACH WAY 12' DEEP PROVIDE (L) $5 CONT. IN FILLED P.C. LINTEL W/2" IREGE55, �J (2) 2 x 8 HEADER W/ (1) U5P 1-61M 9 EACH END. PROVIDE (1) 2 x 4 JACK STUD a EA, END W/ (U USP HTTI6 to BASE (REFER TO DETAIL N/54 4 INDICATE5 INTERIOR BEARING WALL Q/54 FOR MORE INFO.) 0 (2) 2 x 8 BEAM W/ 1/2' PLYWOOD FLITCH PLATE 4 (U U$P L5TA18 to EACH END, PROVIDE INDICATE5 2x4 FRAME WALL (UN.O.) (2) 2 x 4 JACK STUDS 1@ EA. END W/ (1) USP HTTI61i BASE (REFER To DETAIL N/54 4 Q/54 FOR MORE INFO) Elevation A 4 C Onl1 05 8' FILLED P.C. LINTEL 4 K0. BLOCK ABOVE FILLED 5OLID W/ GROUT 4 (1,105 CONT. 06 ALIGN (2) 2 x STUD BENEATH EACH TRJ55 WI(l) USP HMO 9 TOP 4 (2) USP 5PT4 9 BOTTOM. 01 8' FILLED RECESS P.C. LINTEL 4 K0. BLOCK ABOVE FILLED $OLID W/ GROUT 4 (1) $5 CONT. NOTE: I. PROVIDE MIN. S' EMBEDMENT FOR ALL HTTI6 ANCHOR BOLTS. 2. POWER BOX LINTEL (I8 GAUGE) CAN BE USED IN LIEU OF PRECA5T LINTEL FOR EQUAL DEPTH 4 REINFORCEMENT INFO M INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR MORE INFO) WALL LEGEND E00TINC� SCHEDULE O INDICATES FILLED CELL W/ (1)15 VERT. REINFORCING j DEPTH INDICATES TOP OF MASONRY 9 8'-0' (1) 05 6' O.C. EACH WAY 12' DEEP F2 2'-6'x2'-6' ® ® INDICATE6 SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT t0 BE FILLED, UNLE55 NOTED ON PLAN) INDICATE5 INTERIOR BEARING WALL F F���..... 1 INDICATE5 2x4 FRAME WALL (UN.O.) CONT, RIDGE VENT L SHINGLE ROOF J TQM. ZTEXTURED ■ FIN15H [E] TEMP. FINISH FLOOR LINE — — _..._. _.... — GRADE LINE WING WALL FOR PANTHER - (A55UMED) TRACE COMMUNITY ONLY LEFT ELEVATION SCALE: 1/8' = 1'-0' 12 5.9 6HINGLE ROOF T.OM. CONT. RIDGE VENT ZTEXTURED FINISH FIN15H FLOOR LINE 2'-0" Ea TYP. a' RETURN loll� V—U a 0 w LU U O WING WALL FOR PANTHER TRACE COMMUNITY ONLY I TEXTURED — FIN15H I FIN15H FLOOR I CONTRACTOR / BUILDER TO DETERMINE IF GATE NEEDED OR NOT IN FIELD "SCORED" KEYSTONE II SCALE: 1/2' = 1'-0' 5TUCC0 �--Lf _IIII III I II II I�-U ..l–L1.1 LL1_ LI .L1...u.. I __�l._1_! G.C. VERIFY 112 FASCIA GALL -OUT 2'-6'DIA. — - LlIL U _ -I l- �L BANDING (TYPICAL) II LIJ—I1.u._ _ DECORATIVE �! STUCCO -j- LOUVER L _NGlJ — — --`` LLLJ - PLT. NT. LOUVER FINISH SHILE I ROOF Q5.9 112 111 II II II 12 r ^r.. 5.9ll 1 , u I I I ILLI .-LIIJ _.L.ILJ_..I. 6' 'SCORED' 5.9 - = SADDLE J. L 1I.0 V 11 1 BANDING (--- -_ — - �L L� I�� BANDING SCORED' I_.��IJ._II I II.I_II_IIIIII WING WALL FOR PAKEYSTONE TRACE COMMUNITY(SEE DETAIL) PYo)26 LIII__- _T.OM. FiL r—� E17-171-17j—E] El 771E] (TYP. FJ–TEXTURED17 El 111:1 � El El . �. FINISH E El E E FINI51-1 FLOOR LINE GRADE LINE 6' FRED' TEXTURED 4' '6COl GRADE LINE (A56UMED) BANDING FINISH BANDING (A55UMED) REFER TO THIS SHEET FOR PARTIAL FLOOR PLAN AND FOUNDATION PLAN FRONT E11 11 AT �L�Y. '8' SCALE; 1/4' _ 1'-0' O E00TINC� SCHEDULE O MK, " SIZE REINFORCING j DEPTH FI 2' -OW' -O' (1) 05 6' O.C. EACH WAY 12' DEEP F2 2'-6'x2'-6' (I) S 6' O.G. EACH WAY 16' DEEP PARTIAL FOUNDATION PLAN AT ELEV. "B" 12 12 LINE OF INT, LINE OF INT. VAULT BEYOND . _ __ .- VAULT BEYOND - 1255 I 12 25 �- TOM _ - 12 12 TOM ZTEXTURED * � � FINISH � _ FINISH FLOOR LINE TEMP. � FINISH FLOOR LINE WING WALL FOR PANTHER , GRADE LINE TRACE COMMUNITY ONLY (A55UhIED) REAR ELEVATION SCALE: 1/8' : 1'-0' STR I TRUSS MANI, SHINGLE ROOF CONT. RIDGE VENT 6HINGLE ---- ROOF STUCCO FINISH 6'-0' PAR AL FLOOR PLAIN A-1IT ELEV. 12 5.9 T.OM. a Z TEXTURED ' FINISH Cv - FINISH FLOOR LINE WING WALL FOR PANTHER TRACE COMMUNITY ONLY RIGHT EL SCALE: I/8' = 1'-0' CONT, RIDGE VENT Z6HINGLE ROOF /TEXTURED FINISH -7 GRADE LINE (ASSUMED) OM., _m1 «, T.O.M. -. c� FIN15H FLOOR LINE ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com Lmr o ' N Z LU o�� 0 c) LL LFU Q S W V J O Ln Lm Lf1 Mj Lr) U 06 C �~ Q = V) D -z O c) � U W J W LL1 I. W O 01,Q U N r0 THE BES[ OF IHE ENGINEER'S KNOWLEDGE AND BELIEF, IHE SIRUCrIJRAL PLANS AND SPECIFICATIONS COMPLY WITH 200/ FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLLMEN1) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNEDAND SEALED FOR THE STRUCTURAL PORTION OF HUS DRAWINGONcr. 2011 LENNAR CORP: TTIIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LEW AR CORPORATION, 2011 -THESE. DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DAIISCO EPIGIFIELRING, LLC AND THE CLIENT ON THIS PROJECT, AMY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 2.W0 29 SUPPLEMENT; ADDED 07-14-09 WIND PRESSURES V OPENINGS; iREMOVED BATH 02 WIND(JW; REVISED ENTRY DR. RECESS TO 9-1 /2' 09-08.1 3.00 ARCH. REVISIONS FOR --OPTION PLAN 10-13-09 3.01 ELECI RICAL OPTION PLAN 10-15-09 4.00 SALES OFFICE 09-29-10 4.01 MODIFIED FILLED CELLS 11-05-10 4.02 ELEVATION UPDATES 07.()7.11 4.03 ADD WING WALL FOR PANTI IER TRACE COMMONLY VERSION NO. 4.03 / 07.07.1 1 CA 25948 [� SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 '°(\E N , I N E,�`KA L: No9 a r r +T v y T � S /, 1 _ OF 00 IR �g'1121SHEET TITLE: ELEVATION 11B" SHEET INFORMATION: JOB NO.: 310596 DATE ISSUED: 07.08.1 1 DRAWN BY: xx REVIEWED BY: xx 3" B - L ea J_ 2' 6" 15' D.W. SINK BASE (SPLAY) (SPLAY) - KITCHEN �i SCALE:Y'=1'-0' 4 T-6' 3'-0' M . BATH \ ' SCALE:y':r ID' KITCHEN Z SCALE: Ya'=r-0' SINGLE PHASE 125 AMP BREAKER PANEL METER SOCKET -1 NEMA 130 CIRCUIT 20' REBAR 8' GRD. ROD BLDG.STEEL #4 CU TO COLD WATER PIPE & DRIVEN GROUND ROD, TIED TO 20 FT. SECTION OF FOOTER STEEL. �AT H 3 SCALE:Ya'=1'-0' 1 1/2" RIGID NIPPLE WITH 2 #1 AND 1 #3 CU THW CONDUCTOR BY POWER COMPANY POWER CALCULATIONS ELECTRICAL f-AN1=L 6C-HEDULE - 150 AMP 40 CLOT. LIVE NEUTRAL TOTAL 50,918 11,353 FEEDERS NEUTRAL LIGHTS, SMALL APDL. / 8,418 LIVE TOTAL CONNECTION LOAD LE55 A.C. 40,918 ce DEMAND FIRST 10,000 WATTS AT 100% DESCRIPTION ImLU LIVE ' REMAINDER AT 40% 'tvki at o o A.G. LOAD AT 100% o U;e o W_ 'd W C3 �v DESCRIP=TION FIRST 3,000 WATTS AT 100% 3,000 NEUTRAL L REMAINDER AT 35% 74ui ca 0- (.3z REMAINING 0- m a� Cl) -A a 32,391 14,292 AMPS AIR HANDLER I� 1 10,000 6 60 2 I 2 2 30 10 5,0(00 1 COMP. UNIT 4 FAN 3 4 5 6 RANGE / OYEN 1 120M 6 50 2 2 40 8 5,000 1 DRYER 1 8 /� 9 10 I 15 14 4� 12 GENERAL. LIGHTING WATER HEATER I 4r�00 3 15 10 30 2 II 12 14 1 GENERAL LIGHTING I 15 CLOTHES WASHER 1 1)00 1,200 12 20 1 13 14 REFRIGERATOR 1 1)00 1)00 12 20 1 15 16 SPACE WASTE DISPOSAL 1 IZ00 1,200 12 20 1 11 18 SPACE DISH WASHER I 100 1,200 12 20 1 19 20 SPACE GARAGE DOOR 1 1200 1)00 12 20 1 21 22 SPACE SMALL APPLIANCE 3 12 1,500 1,500 12 20 1 23 24 SPACE GENERAL LIGHTING 10 1,500 1,500 12 20 1 25 26 SPACE DEDICATED BATH Q) 6 CD (D 12 20 1 21 28 SPACE DEDICATED EXT. �3 6 C4 �4 12 20 1 29 30 SPACE GENERAL LIGHTING 12 4 J 14 15 31 32 SPACE GENERAL LIGHTING 12 0 14 15 33 34 SPACE GENERAL LIGHTING 110 14 15 35 36 SPACE GENERAL LIGHTING 11 J 14 15 31 38 SPACE GENERAL LIGHTING 12 C4 14 15 39 40 SPACE i��N�L_BO,�,RD 1�lOTE:S_ O 5,000 WATT HEAT DEDICATED G.F.I. CIRCUIT 0 NOT USED � 1826 S.F. x 3 WATT6/5F. - 5,416 LIVE 4 NEUTRAL POWER CALCULATIONS a T-, LIVE NEUTRAL TOTAL 50,918 11,353 FEEDERS NEUTRAL LIGHTS, SMALL APDL. / 8,418 LIVE TOTAL CONNECTION LOAD LE55 A.C. 40,918 ce DEMAND FIRST 10,000 WATTS AT 100% 10,000 ImLU LIVE REMAINDER AT 40% 12,391 A.G. LOAD AT 100% 10,000 DEMAND FIRST 3,000 WATTS AT 100% 3,000 NEUTRAL REMAINDER AT 35% 1,911 REMAINING 9,315 WATTS 32,391 14,292 AMPS 135 60 NOTE: U HARP WIRE WITHOUT INTERRUPT SMOKE DETECTOR TO BATH OR KITCHEN CIRCUIT 2) WIRE WES ARE BASE. ON Atri COPPER (ROMEX) WIDE 3) PANEL 511E TO BE 200 AMP LAUNDRY ROOM/ DRYER VENT DETAIL DRYER VENT UP THROUGH ROOF OR FLOOR FRMG. IVA? OPEN FACE 220 V NTS 4 BATH F v - - I 25 WALL #3 w Gfil J' GFI `23 ` I 12 23 541 d Il 1/0 19 DEDICATFA O �j� 23 RECEPTACLE FOR RANGE� \ p ETE54L HOODAIICF 14vE FEyi 12 SSS �� - F3RKF5T. / �a 12 I,- I iso GFI i 846 �- EQ. EQ. v33 - 12 12 15 D a Cl KITCHEN CS)1 13 "REI OPEN CEILING 4 I � I 2 3 OPTIONAL RECESS CAN KITCHEN LAYOUT 1/4' = 1'-0' ELECTRICAL NOTES THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION Of FIXTURES AND OUTLETS AT JOD SITE BEFORE ROUGHING. THE CONTRACTOR MAY ALSO SELECT DIFFERENT MANUFACTURER FOR FIXTURES WITH EQUAL SPECIFICATIONS. THE ELECTRICAL CONTRACTOR SHALL COORDNATE THE EXACT LOCATION OF ALL HVAC. EQUIFMENT AND THEIR LOADS WITH THE MECHANICAL CONTRACTOR BEFORE ROUGHING -IN, TO PROVIDE POWER AND WIRING CONTROL LAYOUT. ANY DI5CREPANCIES IN THE ACTUAL HVAC, LOAD SHALL BE CORRECTED BEFORE ROUGHING -IN. ALL WOW SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL LOCAL CODES AND ORDINANCES - UNLESS OTHERWISE NOTED MINIMUM SIZE WIRE SHALL BE "14 AWG EXCLUDING CONTROL WIRING. UNLE65 OTHER1U16E NOTED, ALL CONDUCTORS SPALL BE COPPER WITH 'TW' INSULATION FOR SIZE `10 AND SMALLER CONDUCTORS LARGER THANIO SHALL HAVE 'THW' INSULATION ALL CONDUCTORS 18 AND LARGER SHALL BE STRANDED. ALL CONVENIENCE OUTLETS TO BE OF GROUNDING TYPE. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROXRESS OF CONSTRUCTION. SMOKE DETECTORS SHALL BE HARD WIRED (110 VOLTS TYPE) TO A NON -SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER . ARC FAULT RECEPTACLES IN ALL BEDROOMS PER 2008 NEC. ELECTRICAL LEGEND DUPLEX OUTLET SPLIT DUPL. OUTLET TOP PLUG 15 'HOT' DUPL. OUTLET ABV. COUNTER HGT. 220V OUTLET special purpose connection TELEPHONE OUTLET -�-�- TELEVISION OUTLET 10 SWITCH 3 -WAY SWITCH DIMMER SWITCH doorbell push button ceiling mount light fixture round recess light Fixture ceiling mount smoke detector ceiling mount CO detector SD -CO smoke/carbon monoxide detector combination 48' Fluorescent light strip 4 exhaust fan < Flood light 0 0 0 0 0. HOLLYWOOD LIGHTS K❑ SECURITY KEY + CEILING FAN PREWIRE DISCONNECT ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE 5PECIFICATION5 FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. L STAIRS (BY OTHERS) WHEN STEM WALL 15 USED - - I W.P. A/C GFI DISCONN. 4 I _ LANAI BR. 2 ll L RM33 ONSET RIDGE FTcE-WIFE FAN U1/ G.G. MHT. LIGHT INSTALLED 29 Rrl 33 UUP/ 35 z ON F WTALL FAN PER __ _ ..95(-(F EUIRE T.Y. -�I- 5csN 3� MASTER SUITE TY. 31 _ -- . �, 10 31 21 i \ I IIS 1 10 - --- m \ -- 3 Co I� I ALA1�1 —_ O SD -CO \ RECEPTACLE31 I SWITCHED LIGHT 10 + v> 35 GFI , IN ATTIC 10 cFFeET RIDGE N6TALL 33 1 F 2l 33 - --1 FAN PLE SPECS I alarm \ � 31 3� --- IGFF 1 Iz M. ASN GREAT 00 z-- - R R I , 1 \ 31 \ 31 T.V. F 31 - LGT �t T.V. R FAN SR. 3 � I I 42x60 PROP -IN 33 �10 a A � TUB 36'x48' , W.G. SHOUTER / L FL �- 25 #3 ® / SWITCHED LIGHT I GFI IN ATTIC --- - WALL 23 i 2 I ~-- - _z 12 PEDIcATED �' `.,C his\' 23 25 RECEPTACLE FOR RANGE � 9 EYEBALL HOODAI1CROIJAVE PER DINING ; I �RKFS�. �,s%��•,; v 8'-10' 4'-0' ��sb GFS 1 \ I � I 04�-� � 31 i 22D v 33 \ II W KITCHEN \ 25 D �o m m . FOYER 1 ,U _ - - - - - -- 13 ! REF. -- OPEN CEILING 4 I"' 2 (WALL MW FIXIUIRE 25 FPR SFEC 3 P.5. FOR GARAGE DR OPENER s 27j1 , L -- W.C. ' L W.N.39 SD -CD- "I �I I I 39 SWITCHED LIGHT IN ATTIC j ATTIC--- ELEC. ELEG ACCESS TII I I ern__ METER - PANEL I GFI / I I I I I ' LINE OF G RAGI I I I ;I H.B. 21 <— IIOv CLG. (9-- MNT. OUTLET DOOR 114 OPEN P051TION DR GARAGE COACH LIGHT OR COACH LIGHT OR FRE -WIRE PER SPEC Pfd -WIRE FER SPEC ELECTRICAL 1/4' = 1'-0' WALL MaW FIXTU E PER EFEC AN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.dar)scoengineering.corn U co n Z 0 CD W (� X I w01-1 W CD r-- Q 0 Q U C\1 THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGPIED AND SEALED. SIONED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWINGONLY. '1011 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WIHIOur WRIrrEN CONSENT FROM LENNAR CORPORATION. 201 I -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING. LLC- AND LTTE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. _- REVISION: DATE �DESCRIPTION 2.00 2009 SUPPLEMENT; ADDED 07-14-09 WIND PRESSURES C) OPENINGS; REMOVED BATH R2 WINDOW; 2EVISED ENTRY DR. RECESS TO 9-1/2' 09-08-09 3.00 ARCH. REVISIONS FOR OPTIONPLAN 10-I3-09 3.01 ELECTRICAL OPI ION PLAN 10-15-09 4.00 SALES OFFICE 09-29-10 4.01 MODIFIED FILLED CELLS 11-05-10 402 ELEVATION UPDATES 07-07-11 4.03 ADD WING WALL FOR _ PAN(FILR IkACE COMM. ONLY VERSION NO. 4.03 / 07.07.1 1 SHEET TITLE: ELECTRICAL PLAN SHEET INFORMATION: JOB NO.: 310596 DATE ISSUED: 07.08.11 DRAWN BY: xx REVIEWED BY: xx a T-, N LU 011---s / ❑ Q U_ r-, LU jn� ce MEN Z --I J p V ImLU Lf) U co n Z 0 CD W (� X I w01-1 W CD r-- Q 0 Q U C\1 THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGPIED AND SEALED. SIONED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWINGONLY. '1011 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WIHIOur WRIrrEN CONSENT FROM LENNAR CORPORATION. 201 I -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING. LLC- AND LTTE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. _- REVISION: DATE �DESCRIPTION 2.00 2009 SUPPLEMENT; ADDED 07-14-09 WIND PRESSURES C) OPENINGS; REMOVED BATH R2 WINDOW; 2EVISED ENTRY DR. RECESS TO 9-1/2' 09-08-09 3.00 ARCH. REVISIONS FOR OPTIONPLAN 10-I3-09 3.01 ELECTRICAL OPI ION PLAN 10-15-09 4.00 SALES OFFICE 09-29-10 4.01 MODIFIED FILLED CELLS 11-05-10 402 ELEVATION UPDATES 07-07-11 4.03 ADD WING WALL FOR _ PAN(FILR IkACE COMM. ONLY VERSION NO. 4.03 / 07.07.1 1 SHEET TITLE: ELECTRICAL PLAN SHEET INFORMATION: JOB NO.: 310596 DATE ISSUED: 07.08.11 DRAWN BY: xx REVIEWED BY: xx 4 I77 (ELEV B) 19'-4' ►_I (ELEV C) U ROOF Fr\.#—%MING PLAN T/C 1/4' _ 1'-0' 5m r 14'-8' USP CONNECTIONS CONNECTIONS OTT. CONN. CAPACITY FA5TENER5» PER CONN, HTA20 1 1615 (10)10d x 11/2' HTW20 1 1530 (24)10d x 11/2' HT90 2 3060 (48)10d x I I/1' HTW20 2 2450 Q, 2.5/12 VAU T 1925 20-16d RTI6 1 1030 (16) M x 11/1' ATTACH GIRDER TO (2) 2 X 8 DLOCKING W1(2) HTW20 AND 25/12 VAULT ATTACH BLOCKING TO NA50NRY WALL WITH (2) HTUM20 r ' 2.5/12 VAULT a a'CLG C 0 TY 8' CLG G c� 2.5/12 VAULT 2.5/12 VAULT �i <r 8'-0' CLG. HTW20AT EACH7RU55 1 I CAP 8'-0' CLG. W W l _ U5P RTI6 AT FRAME WALL (TYPI UN.OJ AL o, �o 12'•6' CLG. I (ELEV B) 19'-4' ►_I (ELEV C) U ROOF Fr\.#—%MING PLAN T/C 1/4' _ 1'-0' 5m r 14'-8' USP CONNECTIONS CONNECTIONS OTT. CONN. CAPACITY FA5TENER5» PER CONN, HTA20 1 1615 (10)10d x 11/2' HTW20 1 1530 (24)10d x 11/2' HT90 2 3060 (48)10d x I I/1' HTW20 2 2450 (8)1/4'xl 3/4' WEDGE DOLT5 4 (16) 10dx1 Ill' HU526 1 1925 20-16d RTI6 1 1030 (16) M x 11/1' DOUBLE CONNECTORS TO PLACED DIAGONALLY TO EACH OTHER DO NOT DRIVE NAILS THROUGH THE TRU55 PLATE ON THE OPPOSITE 51DE OF THE TRUSS WHICH COULD FORCE THE PLATE OFF THE TRUSS, ROOF FRAMING NOTE: 1. SEE SHEETS CERTAIN TEED RD1.0 & RD1.LFOR INGLEINFORMATION AND INSTALLATION INSTRUCT TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRU55E5 e EDGES OF SHEATHING TYPICAL — 2'x4' CROSS BRACE APPROX. 8' FROM RIDGE FASTENED AT EACH JOINT W/(2) I0dx3' 2'x4' PANEL BLOCKING 19 48' O.C. FOR THE FIRST 6'-0' OF I WALL FROM EA. END TYP. BOTTOM CORD ATTACHED W/ l2) 16-d TOENAILS F711, 1 x 1 11 7�i ricl , I Z IN 2'x4' 'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10d0' e 4' 0/C 5/8' OR I/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1114' LONG DRYWALL SCREW$ COMPLYING WITH A5TM CI002 FOR FIRST V -0 - FROM END WALL Q 4' O/C TYPICAL 45. 1 TRU55 ' P.T. 51LL 5/8' x 10" "J" BOLT 19 32' O,C, MINIMUM 6' FROM PLATE SPLICES W/ 31102', PLATE WASHER USP RTI6 OR EQUAL to EA. OUTLOCKER HTW20 2'x4' OUTLOOKER m 24' O.C. SINGLE 2'x4' TOP PLATE END NAILED IN (2)16d INTO 5TUD6 4 (2) Ibd TOENAILED INTO OUTLOOKER 24° AX. USP SPT22 L' BRACE TO EXTEND AT LEAST W0 ` OF WED LENGTH (SEE TADLE) 2'x4' KNEE WALL W/ STUDS a 24' O/C 2'X4' DIAGONAL BRACNG Tp MID -HEIGHT W/ (2)16d PER CONNECTION PLrWOOD OR 0.5.13.5HEATHING 1/2' CDX PLYWOOD OR 71/16'055 EDGES AND 12' O.C, FIELD 2'x4' CANT. 0 24' O/C. SPAN OVER 2 TRUSS BAYS (4FT MIN 2'x4' CONT. LEDGER FR WALL END); 90 ATTACHED TO 2 x 4 'T' BLOCKING W/ W/ (2) Ibd A EA. 5TUD 10d to 4' OC MAX. 4 (2)16d TOE NAILS INTO BC, WHERE 'T' U5P HTUJ20 BLOCKINGS ARE NOT OCCURED. (2) 16d 10dx3'fd V 0/C THROUGH CHORD INTO 2'x6' P.T. PLATE CONT. 2'x4' END NAILED W/ (2)16d 6 EA. STUD M015TURE BARRIER ALUMINUM SOFFIT U5P HTA201@ EA. TRUSS VERT. WEB (24" 0/C. MAX.) CANTILEVERED GABLE END BRACING DETAIL NOTE: IF EMBEDDED STRAP MISSED VERTICAL WEB: 115E SIMPSON M5TAM3b ON OUTSIDF w DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com U 06 m CL Z O W U' J X �-� W w LII Cn v Q U c� K) THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCIURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENIIAL BUILDING CODE, (INCLUDING 2009.SUPPLEMEN1) SEC HON 8301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=10.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFrER THE DATE II IS SIGNED AND SEALED. SIGNEDAND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWI1,1GONLY. 2U 11 LENTIAR CORP: THIS PLAN MAY TIOT EE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENTIAR CORPORATION. 2011 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERrY OF DATISCO ENGINEERING. LLC AND THE CLIENTON THUS PROJECT. ANY REPRODUCTION OR UNAU rHOR ICED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 2.00 2009 SUPPLEMENT; ADDED (WIND PRESSURES r�A OPENINGS; REMOVED BATH k2 WINDOW; REVISED ENTRY DR. RECESS TO 9.1/2" 09080 9 3.00 ARCH. REVISIONS FOR OPTION PLAN__ _ 10-13-09 3.01 ELECTRICAL OPTION PLAN To- I5 -w 4.00 SALES OFFICE 09 -29 -IU <1.01 MODIFIED FILLED CELLS 1 1.05-10 4.02 ELEVATION UPDATES 07 -U7 -I 1 4.03 ADD WING WALL TOR PANTHER TRA ---COMM. ONLY VERSION NO. 4.03/ 07.07.1 1 CA 25948 [� SAMUEL A. GREENBERG, P.E. #34245 FHUY H. HUYNH, P.E. #60122 [� IRWIN J. BENSON, P.E. #49758 L: a �� • �,� C E 1� • �o 122 t 0 • STATE OE' ;•1,�C 'U.S'H E ET\'TI,TL E: R yd FRAMING PLAN "B & C" SHEET INFORMATION: JOB NO.: 310596 DATE ISSUED: 07.08.1 1 DRAWN BY: xx REVIEWED BY: xx zw� '0�s 17i ::D M sumo Q d uj_ o `C Q d- F—��i. n Q z� w C:) V 1.1'1 ri U 06 m CL Z O W U' J X �-� W w LII Cn v Q U c� K) THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCIURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENIIAL BUILDING CODE, (INCLUDING 2009.SUPPLEMEN1) SEC HON 8301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=10.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFrER THE DATE II IS SIGNED AND SEALED. SIGNEDAND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWI1,1GONLY. 2U 11 LENTIAR CORP: THIS PLAN MAY TIOT EE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENTIAR CORPORATION. 2011 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERrY OF DATISCO ENGINEERING. LLC AND THE CLIENTON THUS PROJECT. ANY REPRODUCTION OR UNAU rHOR ICED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 2.00 2009 SUPPLEMENT; ADDED (WIND PRESSURES r�A OPENINGS; REMOVED BATH k2 WINDOW; REVISED ENTRY DR. RECESS TO 9.1/2" 09080 9 3.00 ARCH. REVISIONS FOR OPTION PLAN__ _ 10-13-09 3.01 ELECTRICAL OPTION PLAN To- I5 -w 4.00 SALES OFFICE 09 -29 -IU <1.01 MODIFIED FILLED CELLS 1 1.05-10 4.02 ELEVATION UPDATES 07 -U7 -I 1 4.03 ADD WING WALL TOR PANTHER TRA ---COMM. ONLY VERSION NO. 4.03/ 07.07.1 1 CA 25948 [� SAMUEL A. GREENBERG, P.E. #34245 FHUY H. HUYNH, P.E. #60122 [� IRWIN J. BENSON, P.E. #49758 L: a �� • �,� C E 1� • �o 122 t 0 • STATE OE' ;•1,�C 'U.S'H E ET\'TI,TL E: R yd FRAMING PLAN "B & C" SHEET INFORMATION: JOB NO.: 310596 DATE ISSUED: 07.08.1 1 DRAWN BY: xx REVIEWED BY: xx LANAI i MA5TER SUITE 1 I I I I A/C I I I � I I � i 1 15FDROOM 2 HDROOM 4 I I I I i I I i I i i I I I I I I 11 I I I I I I I 'I I I i II 1904 HVAC LAYOUT LENNAR HOMES 1904 - Normandy 1906 SF 3.5 TON 14 SEER LENNOX HEAT PUMP 16 -SUPPLIES 1 -RETURN 4 -PASSOVERS D/V TTW BF: 3-50 CFM 1 -50 GFM FL AN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com 0 rA �Wa M oc� -LLj Mw� Q Q ¢�� w p V J Ln Mj Ln Ln U 05 m Q _ V) 0L z 20 F= CD Q �, L_Ll J "-----^ L -u L.LI O O 0" Q U N THIS DRAWINGAND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY, 2011 LENNAR CORP: TI IIS PLANMAY NOI BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORAIION. 2011 -THESE DRAWINGS AND DESIGNS ARE IHE JOINT PROPERTY OF DAN:iCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE � DESCRIPTION 2.00 2(X09 SUPPLEMENT; ADDED 04 09 % 1WIND PRESSURES c, OPENINGS; REMOVED BATH N2 WINDOW; __R_EVISED ENTRY DR. RECESS TO 9-1/2' 09-08-09 3.00 ARCH. REVISIONS FOR OPTION PLAN 10-1309 3.01 ELECTRICAL OPTION PLAN 10-15-09 4.00 SALES OFFICE _ 09-29-10 4.01 MODIFIED FILLED CELLS I -- 1 1 05.10 4.02 ELEVATION UPDATES 0707-1 1 4.03 ADD WING WALL FOR 1 PANTHER TR6CE COMM. ONLY. VERSION NO. 4.03 / 07.07.1 1 SHEET TITLE: HVAC PLAN SHEET INFORMATION: JOB NO.: 310596 DATE ISSUED: 0/.08.11 DRAWN BY: xx REVIEWED BY: xx 6® L - - '__)_FRUGTUF_-.AL NOTE'-.) SPEC, IF I ('�/-\_I_ I (_-)N5 I. 1. 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H'I (/) �IONL�)U(",TFL-) IN A(.,(.,(_)P..E_)AN�:,E ,,11 F[I THE '_:1,PEC,IFIGA FIK)MI5 A15 �-:,TATEE-). 4. ---.,. �'.,. MOF�,FA'R SHALL UE TrF'E 'c_," F-01`-.� ALL i,-lA1)OW'i' C,ON5TF�UGTl(_)N. 4. ­.�). �. t,lA50NF;".'i' P.( -)JC -H OPENIN6, I -IA'( VAR( IN THE (_,R.O'S,'_:) 5E(_,*I_I(__)N 1,�-)II­IE-:N'z:_;,IOkl OR E-LEVA'110H R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE C,)IMEN510N 5F`E-r,IFIEH_,) ON THIF AF-'F-'F:',OVF-I-.) FLAW-) F -F-.',0111 -1/4" TO +112" F -T -F.' 5E-C.,TION R&O,lb.1',', 4. 4. LUMBER. : .5TF-,)_U(__,_I_URAL 4. 4. 1.1, N1 El_�IOF LOAD DEAF�11116 t­IALL5 SPF, R-) = & 15 `51, E -- 1200 I*.'.,,! or THIS DRAWINGOHLY. `\LL FX FERIOR. FRAMIN(�) 51"F, R-) �- b�5 F51, E � 1200 I-.." I , t� ,;. 4 � I .2. AI__I.. FRAME HALLS 1-0 D -E (�(_)NSFRUC,TE-1__) USING', SPF , — 201 I -THESE DRAWINGS AND DCSIONS ARE THE JOINT 51-01--) (.A)AI_ITr OF, DETTEF-?, 4. zI. 2. ALL P1_*t`l,,IOOD U5EE) FOF-� LXTEklOk Ar-IFILIC,ATIOM�) DATE _,HALL [-',I- I Nc " - - AF'A P�ATE_E_) ��IFIEATIFIINCj EXf--' I J. . ). 4. 4. -3. . - - ., ALL FI.'(tN1OOF:) U��EC) FOR IFITER�IOFI AFT`Lk�:,' 1-10111', "A)CH A,.-, 51JF3 F-1-c)e,*.)PA1�-�, ANf_-) SHEAR HAII ,-.,HALL- bE AF'A RATEED ��HEATHINC:,� [-XF, I O.N.O. zI. 'I. zi. F 0`)B BOARD I`) TO DE U5ED IN FLAC-E OF PL 1-100[) l�� TO HAVE 511-11LAF, OR 08.31.10 (�)RFAT[­_[­_� �DE(�_T ON "ROFEIR FIES. 4. 4. ��. ONLY '__-)IRIJ�AURAL LUMD,17-R TO BF 05Fl_.) FOR AN FXF[-F'.I(_.)F. AFF-1�1(_IAFION. HOO[.-) IN 04,13.11 (.,ONTAG1 Hii H c,um(,F!.E- FF 15 TO F1-_(_,FI\/F A ,., - ANDAF.17.) (::,FAI_.)F. FF.F5c)UF-,,,F ­F.FA [IN(--.,. 4. ZI. b. HHEN F'RE ENOINEEREL_.) MIJ5'5E-5 AFE (_,ALLEL_.) FOR ON TIE FLAH5 THE- MANUF AGTIJF,'LH '_� TO �A)E-31`-11'1 SH()P [�)F!.AHIN(-.',S 10 7HE EN(_-.)INFFF'. OF F'.F(_*,0F'.f). 4. 4. -7. DE'--dk�:)�,l, FAE3f1­�I(-,A'FE_ ANt.) Fk�FGT H(_)Of�> FRLJ')'5F5 IN A(_.(_,O1P.l_.)AN(_1E HIFH FIHF T)17­'I(:.��,l [-] SAMUEL A. GREENBERG, SFE(f F-IC,ATION `<)F­� Lk�kf­F METAL F`L ATE r.oNNEC.,TE[.­) 1,100D _Ff­.�I_J')')P':)" B r 7l IL )/? THUY H. HUYNH, . - AN")I/Tf-_'l 1-02, B(,'_�l I - 0.-3 .1 1. ��I. P). REATE -) / -)OP c -FALL NOT UT- IN DIF-.�E:GT C,ONTAC,T HITH GONGF­�ETE-. '�)EAT F-1LATL`_:) UNTF, :L HC _A 5HALL E3F PF�OVI[_.)Ft7) ` F _BFAF.IN(=, I rj(.)N��) HITHOLU HO(_.)I7)FI`I TOF' P ATF5. - r' . r, _ L A. A. ,1. ALL EXJFP�101-� Fl­�AME HALL�) SHALL DF S'I`Lff,�,(.) FIHI�-)Fl- -11e'�," 511L)(,�10 FINISH `-_,Fr__� . U -k I . No - %, . -' No. fflff : * . 0 ,---o . .. - 4 �­� - . .1.. �T) . ,� , ASTM C_ (:126, AFPL'r 3 L A,(Fk��) H/ I 0 I AL I IF II0-,.'.NE5'_-, -1/�Y OVER HE I AL L A] 1-1, F F�`-)] , Ir., . !,�� - 41, .4 � . P ,A* 4) . 40IR10'--',�� 4� 4�� 2 LA)'EF�5 -_Vcr�" TIIICJ�*, EAC,lf. ',.')RE) LA'i'Lf­� lb" THIC,F�, 4. 4. I (1). - IN':.JALLATION OF- EXTERIOR LATHING, if FRA1­11NO �_-,HAU_ I-101AF"t-i" TO Al-,Tt-I C, C)(-.)!.� SHEET TITLE: .) A F _'o )ENT JA L C,C)!:.-)E 11� --)..3.--. PER FLOF.'11- -�F' ll� -�_7( - �11 2 -4. 4. 11. FIE -1-17) (A) I FNF.)5, NO I (,IHF5 AMT�) F.)FIl.t.F.E.) 1-101 T��-) OF Plr:�F-��Fl-_�VA I IVF1_ *f ]F�FAI ED HOOD DATE ISSUED: 02.03.09 SHALL DE' FI`7E-'AF`FL._) lt,l FHF FIELD IN AC.,(_,(_.)RL__)ANCC- HITH AHPA 1-1 zi 4. 5. FASTENERS AND 'FIE U(_)NN!5 : 4. -1). 1. F--A�-,TENEP� AND TIE: [-)OHNID ':*IALL C,0H5I':)T OF- ELIT AP2.F_ N(Dr 1_11-11FEE-) TO : ..,HAPF­�, AH(-.,l_F-'_.,, (,IHAFINELS : ASTM A3�.-,/.`,6M 04 Fy � ._-,�., K.. -i E " F20UNI) ,,I[-TA� F -'IPF- , A'�Tt_� A�) 75-(._)2, (-_)F--?.At�T- B Fy � ?;5 I','*.f.-.J I�C)L) A ;_�F ,_lF_ T A L TUUIN(-,� : AbTl-1 A�)00-03o, (�DF�"'J-_)F F, Fy - ,[bI�-*..-_,i HIG51-1 �)TF�F_NOTJ I BOLT�:) ! A��TH A:;',25-'14 I­IA(_-,I-fll,IL: DOLTS . (3ALVANIZEL7.) A5TH A'307 c):3 A. 5. 2. Slif�-ET t­fETAL AGC,f�-5SOF'IFES SHALL CCMFORM FO : Fy �.) `3 1:::' '.I�jl,,ll FI -I &�:I(,.) GALVANIZE[) GOATING� IN AG(_OF�E)ANGE: HITH A�-.,Tt-1 A�,25-�?�_I. 4. F). 7). NAII_�_D ':�,FIAIA_ 601151'51- OF : (SOI-IMON HIF.F NAII '7� HI'fH "'IFNIMUrd T,)IAMEJEF AS FOLL01,-6 : i�-�c-J - C).k.-31", O(J - 0.148", 12,J � 0.146V, hd = 0.1.�b:2`. 4. D. /It. AL L FA��,-TFNFR�,� ANF.) -f IF r,)OHN') ,'ME3E1_)1)E1_,) IN C,ONC,P.E FE OF� U�)E:E) IN AN EX FEP-10P. AFF)LICAFION AF',F- FO PT-C.EIVE AN ANI_I-(­(_)1PF�O5IVE GOATIHC-� D'r ­IANL)FAr_1URrEf­Z PRIOR TO 1`15TALLATiom. 4. 5. 1.). ALL FA'-)TENEF­_�'_) AND TIE E.-)0l,,tNS Al`-_,�E TO F-'F,'O\/11-.)F-. FHF LJFI ]FF (,AFA(:.Il FT, (_,At_LF1_) FOR IN I I IE PLANS ARE A MINIMUM. �t, 5. 6. ALL F-A1;,TF_-NF_-k TIE l__)(._)HN'.,, F.'.,F-Al-I FIAI\IC2FR�'), .1011� F HAN(-)E-F1.5, ANI,) I -L (.)OP. FF!.L)S�) lq_��__ JO HE N��TALLEE) IN AC,(_1�(._)F'.I__)At1I(_1F HITH FHF Ft A I ) AHF) �-.)_F F� Ar -'F -'l N(-..', A I — —1, �� �)F'E_(�IF IC,AT I 01\1�3. 4. 5.-I. C,OF+_',F�.D E L-MIDED-F)LD J 13(_)LT�� USC -E-) `:OR I-IFILIf *T AF�E TO HE HLT 1_)F_T Flr-�10F� -0 INITIAL �)ET OF THE C,0NC,P,FTE, 5I '_ ' INC7 AND ALI(5l`Il'IENF Ar' --'F- TO BE H A(,(-,OF,I_)AN(_,F , -) - - VIII -11 _10F F)F`�I(M\1 r LAFF6, U.N.(). AL­IFF��IAIE�-� To "J" BOLT�3 AF�E: IIIOTEL�) (..)I'l P'LANc.l. 4. ��. �,�. C,0I`,l(.,RETE El`-1bf-_F)�.')E1__) TIE-- F._)(__)I,,lNc, Uc-,F-t: .. - ) F�(._)'r-!, FF-�U'.:'.-)',� ANT-) HAIJ. UPI. IF F Ar-�F ` () DF F­'LA(,E[) Af­�OIUND EI­I_P3E1.)1)E1.) F-�EIHFOT-�GINLD F'P'101`-� TO OF'. HHILE: FILACIIN(:,� G-)P.01JIF. 4.6. MIC,F_O-LAM LUMBER: 4. (-,,. 1. 1­11C,F�O LAM �51 P.E�-,5 (3P.ADE�-,, 51-1ALL. FROVIE-)IF THE FOL L OHIN(') MINIMUM FROFFF. FIE-,--), F - 2, O c-) O, C.) G) 0 F'-'.*, I I- b = 2,c`[�,,O F" -:)l Ft � 1,5�,O F`�-,l Fc-, -- '-�00 P�)l (f-_'FRf-_'E7i,1F-)I(-,IA Al-_�) Fc -- 2,700 (PARALLFL) 4._1. 15TEEL: Fv --- 2�:55 F�-.d zi. -1. 1. 11,F)TAL L ATION OF- AL L 5TEEL TO DE FERFORMED E3 i' AN EXi-,ERIE-fK,ED, (WAII 'f? -F- F:L FR�F(_ T( - r - -, .)R�. 4. 1. .?. FABR.1�,AIE AII EREC,l ALL 5IRU(:,-IL)f-_�AL STEEL IN AGG(-)R[_-�AHc,F_- HITI-I A.I.'.:',.(-,. "SF�ECIFFIC,ATION FOF� THE DE510H, FAEjF.I(.,AI'I(.)F,l, Al,T_-) FF-�FCTICM OF c�,-I',-,'.L)�'-,-I-L)',-,7'.",L 11 ., STFFIF- FOP. DIJIt LAH(z).c�". 4. -�. -3. ��)7F�U(',TUF?.AL ';JELL! A��,TM A36V3AF,I (")4. -1. -1. 4. ��TEFA_ TUE311'10: A�:)TM A:',,( --)O O:�,o, (5F.�AE-)F F3. 4. 1. 5. l-IE-LE,)E-1_,) (_,OF,IHEGTI0H'3: E_­10.XX E-LE-(­TPOt7)F_5, I-IIHIMUF-I '.'31ZE T-ILLET t'IEILL�)'._� .3/16", Al,,I'F� C,ER­T1FIC-1) HELEA�1`_�'-_). C,Fl`;MFI(,A­fI0H f�AF'L-H�) TO bE �)L)L',l"lITTE:E._) Iff'ON FEG�UE'_,F. /I. - 1. (". ,,FIEF�E 5TEEL BEAM'-, Ar:�E_ GONFINUOU5 OVEP. GGIIA)1­11\15, I-IF�10VIC)F HFF-3 c�,I'IFFFHFI F­'LATE:'_� ON EAC,rl '_�T_.)f: OF- THE� HE -1::',, OF- A THIC,�.':NF:c �.� _(.-� -) -A _- 1 - - ..�. E .�j A I_ F( HE m T - ANC.�E -FI­lI(,F'*.HE�)'*.), LOCAJED AT _11IF (,EFF-TFI-_� LINE OF THE TUBE COLUMN. 4.1 -1. [HE 5FEEL FRAME IS TION-5ELF �51JPPORIIN(_-�". AE)EOUAIE TEMFORAF­_�'t' �-_,,uI-_)F­_)Ol`-_2T SHALL DE FPO\/i[._)EC) D'r' T[il] (-,(-)HTPA(-,TOP UNTIL PEOUIRED (',(:)NNFC,TIOH�5 OF� ELEMENIS AF�E IN PLA( -,E-, �\10F�.E-)-T (_-_,A'::5E Fj_'E':'_:')1GN 1:::'-F-�.E-"-D-'--�'�)�------�,E TABLE BUILDING_� DATA WIND 5FEFF) 120 MFH WIND T-1POPTANCE FAC -TOR -- (ILU) = 1.0 WIND EXF05URE -- 1c.11 (FR(7� F-301) INTERNAL FRE,55URE COEFFICIENT= �/- 0.1P-, ENCL(X)EF) E)LDG) DESICiN UJIND FRE5,c)UF,E: 'COMFONENT AN�) CLADDIN(�) WOF.:,"T CA5E (10 ��F 7- ( 0 7- - END ZONE) �' END ZONE 15 ONLY WITHIN D'-01' OF ALL EXTEF.'10�,' 5UILI)ING3 GORNET­�S WINDOW5 AND DOOFS 120 MFIF1 � 3,,'�3 FISF / - 40).�p T_)',__�F (EIND) LINLE M-) NO I -ED ON FLOOR F-)LANS , " NNTEF,1,.1('_)R) UNL'bb NOTED CN FLOOR. F:ILMS + -36,'��, F"),/ -.2,93 F"'.) Z r_ . � r .) 7 C4APAGim- DOGR5 (V = 120 MFH) 5INC,_iLE '-3x� +?�.�, 1`15F / -3�12 `15F POUE',LE 1(-?xl +26A Fl,�F / -29,41 FleF Ar. I �r 5. E-) 0 I L 4. �,',. 1. THE FOOTIHG� l�-:) 1__)E'._�I(-.,NFI__.) 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Is, v_,E�rl For t:ULILE�rr-cinc:cm t6,'Crnite�.- rve�.!,/�7.�nl:.ion, (_-or)(_rett�� oveq�._ICILW or nnc�r- . tor cx.�-.urnolcfl:e�,.ci cdonci Llh� e-.�xter[or, foundr,Aic)o pecirrlL�ter ��Ihc,flh b�-- c��(nc,)ve�d prior to oxleeclor (,h�-,mk,cfl �-,oil Lr,��.,,�.iirn(��ot, to ��,nh7_w,_-.�t.�. v�F.,.rI:.ir..nI 1p�-,n6-tcrition of th(," C,hemlr.ols. ' I r.). R',�_,,.'�(-.),I.�� IF -,oil 1,r,eciI.rnf-.n[. it:-, .)­,,��;C.l Tor- �:,i.)�-.,i.e,,r-i,e-.ir)e.r-irI tervilt(- , � pce�.,/(- , �nition, (,lhPrnic,cjI 5(;)il t.rocit.ments t�hull ol,( bi� ci -)11-1 unci�_-,r cill �-.-.xlterlor, conrxete-; oc rjr-rv-k� i-ij,Fihirl I f00t (-305 rrlff)) OF thO pr-innClr-y s,ltn.)/'.Itvr-&. ,-, :� �:�lic,ic-,,�-icill�:,.,Xl�,'c,,, cl veT Ll(�,.(_Il (1h(-.�.mi�.(,il �)orcie��r ,3holl *F-,�e, oppliod r)T­onnr_-)t.Iq ofte,r- (,,onstr,u�:,tiorl F, ('Ornp Ic; Loci, irw,luclincl !nll:!(-.d Ior­Icl�,(*,(­.If-.)[r1q rwc.i 'ir,r,i(-.j(--.it.1,�)r)/�,[-)r,iri���.l�..,r, iri�,t.��.ill,--i'r.i,.-.)ri.A,riy F,511 cfl�,I:Axbt�cl cfll(�;r, tl�e_�; ctlorni(�ul vectic,(�fr l--,)occ!,­,r� !�--, opplhe-,�� ,3he,fll be-.� proryir_-)�.Iy re-,�rociie,,d. I. i_-_1.?1_.-)0.I._f if rI ­,�'.r.jI=,1F--_�-.T,_�(J terrniticid�� ForrnulcLod cind i,oglyl.�-;r-�.'d (1�, cl but. c,(Jc,t�;rrl it5 u�,ocl F(7)r- , - - - - ,:,L)bI.or,r,onc=.,on I.e,i,rnite, pr,everition, 56.�.�.Alonf-� R,'.3.20.1.1through F.7510.1b do not. c�.if-.)r-,)Ii.�;lic)�,ic,vc,r-, (A 51cjnod c,c.-.)nI.r(_-.i(:A c-.i�,,-wr,inq th�. ln-,�.cflIrjtjoj-j, mcflnte;nonc,e, ord monit(-1win(j rd: th,-, t-.)oiltincl �:Lj'-, e.rn for, ci wininnurn of 5 ' Lj6.-,c,w.-, rr-orn th(�� !!�,!_�L)(�, of tho C,qrtll`i�:.olto uF 0(_c,ur_w;Ir1(%1.j c,hyll [-36� pcovicl��,d tutlh�, buildirlej offic,lol PrIlor* t0 th,�-. i_-)0L)rInL .i of th(a� Fdc,il-.), onel th(�,. �--,I�fr,l,(:wi rnw:A he. in,:.,I.cflI(-,�(F1 r-w-ior to finril Vx)ildirig cipi-Trovcil. I 1,. FE:1.,(_-, ,-��3_2(_-).l All l,7,uiIc.l!nqr, cir(-, r-(=.)(-.vIr-(--c-.i to how, pce­C.o0�,tr'LjC.tI(_-)r) tr,oc.itrnent. 1 �5. P?., --5,)0.I 1-�-rrnit(�. Pr,c,t.o,(�.[Jon. Te�,,�wditc; I­)ro[.e;(-Jj,-)n �,Ihcfll lb,��,� r)I,,%,vId�.-,C,j k-)I.j jr',� ,�Jlbb�wed l:ecmiLic!cIc,.-,, lne_lvdlo�j 5oll e:lppliocl P,!�.-,tic.!(J,�--, br.flLinq ,,LjL_,t,��,rns rincl [-.)��t.!��.!(J�z�, (-,Ir-.)F-.)F(�,,cI Lr> ,joorl,or, other, cipprovt�dmd�,thod�, �,iL - le, �_fir_ W-101 05� 0 1 -Wo 0 ' te pn I (�.-, o r ,r,rnIt(- r_-)rater_IFl -� ,cf F v�_:�nl,citivc Lr'�3oltm rit Lo nei,,i c,on5Lr,uGtIon. 5oe, L5e,(�tlon 202, F-.!ecj!5Aor,(�.!c.I1 t�-,rrrit!�-,!(-,i(-.�.. Upon c:ornr,)If-,I:i1_,)1_n c)f the- cir,.,pIh(_-.ri[.Ion of the. tcr�rnii�.,c_� pr,_)r.(_­.r,ItFv6, tr(--,citme.nt., ,�I (.,r-�rtifl�ob-� oF C,ornl_)1lonrL, ��hcfll bm !,_��sljocl to the buildincl cllor_-)cirl.rn,��mlt �_ tlh�� lk.,��n-,(-dp(s�e3t r,ontrol I-) (_"oMr-.w�iny Llv_�it. �,ori[olvi�, tIh,,; *nII( 1,165 c(,(.,P,Fv111 - - - - - - - T _ ) ,­Tin��j �A��;t.�--.rne�nL: `Tlhe�, bulk..Iiriq o c.(--)mp1e:,te; treotrn,�-,nt. Foc Lh,z; r-,)r��.�\/,_ �,nitlr.)n (,- _)f �A)1__Aer-(,oneon bf.,rfrA,L­,. lceotrn,-rit. i�, in u�,(-.ordonc.6.t ,,Ilth colF�c, cAoCA Ici�.i-,,,,c,tr-i�.)Ii�,,�IE,�-I by Lhe-.- Flor,irl,-� f,_.)�-,,por,lLrw7,,nt. of Ar,jn('.�)11.ur,�--.� ond (-.(_)rI-�L)N`)E�(' �;,e�wvir.e.�­" _ 14, F�`)20.2 loonotrotio "I. pcot.67�(AJ,16-,� �--,Ioe,;w��, ciround pipi r i(:j pc��n�.tr(,ttloq (,onc,i-,olto E51�ib-cn-cjroc43 Floor-, ,'I'vill !`�Ot F)6.' Of* (�.6:-'I,L)lc.-.)�-),��,-c.,,�r)t.,,.ilriiri,-j tncit��ckflk,. lF �,,)F trocitrnemt. lE, u�:,ed For, �--,ubu-.rrcine�;nn :.e,,r,roIt:,-- protec.tic)n, the ,,Ie,E-;­/4D �,�,hcdl licive; cl wriximmi �,Irlll thl,�k'ne'.,,,) or 0.010 lri,�Ji. ,�ind I_)e �-,�-.,,(-Al(:�d vdthin tln,� ,Irih i)�Jnrj o nr.)n-C(_')r-I',_-)'_-Jv6' (_-,Ir.vr_-)IncI e:$�.,vi(-,,�-,, Lo ,�.,Iimlr)o[etIh,L, (�mnukw �,l_,)ci(�.e, bL,,FI,,ic-.,,en !:.Ih��, pipe, cincl th��. . c,leevo?_ 6c, l:e,rrnicJdt�-,­:, '51licill b��, r1pr_-)Tie.'cI in,_,dd�'_�; [h,�, ,,Ic_--;,-_-�ve,,. I ',. P.�';20.3 �,Iocwlng. (.,edl�-, rind �,ovlt.le�, In mosonr urllt�, clocl o1r, cy.i .)�-,, bel:I,i,,.�.ew bri(t1:-�,t.on(-.,. or, mo�,onrij \/��.nocr,.3 ond tho ,31:r'-W_'.tur-�_�-, ­,w�fll I_-)�L�, c k-.,(_me,,(_l ,-)P cill nunlor�i,t;rvcliv�; tr-��cit��cl or, nonncAurally durable: I-tc-.)cd, or (-Alh(-.,.r e..,,�Ilt)l(i)�-,(-.�.-(..orit(,ilriloe.I rnol:.��,,rjol prioc to c,on�.,cete picic-onnont.. 4. ��') .*�3, C7D(.)I[_ 1�7) '[(.) L:3E (*,(�)j,,IF-1AC TED TO 115% \1(__)E,')IFIE1,) PPOC', FOP, A�7., L-)EFINEL-) 5*� A1__)Tm [-.) 55,i-00 NOTE: BORATE APPLIED TO ALL FRAME MEMBER5 �-IITHIN, 24" A.F.F. 1) ML-'IHOL7) OF TfR�FAFHFW 5HALL E3L: Ai_1f_1R(_)\/L[.) bi THE (-:y(.)\/�-r-�l, ,C -�11:�� -TION - IIN", _IUF . .)I(*., 'LIOUIO I-',(.)P.'.A I E (')I­._� 1:301`_�-A -(-,0F.�" F­)P�00U(_, F mr�-: rwx:.)�-, m[J" F FJF' I.)F I FR'.I`,1I'1,IFf1) A I i"EF�MIT 1DTAe,E . 2) F'F',E7'5'5,L)FE- TREA-[ED LIJHH,�-F�� THAT HA5 EUEN (__,UT OR U)'p,ILLEL) TFFA-1 EXI-_10�)ES UNTP� F A TFp Pop rioim�� OF HG)00 ARE' RF'()1)lPFL_) FC) DF FIELD TREATED TO Ff­_�F_1/F.-l`IF 11,1!�,FCA INFL:'�,TATION. ___ ____ —_ - — —,-- L NOTE: IT 15 THE G(__)NTP,A(_-,TORS REE)PONSIE31LITY TO F-EVIE�\l ALL DRA�\IING-S DEFORE GONSTRUGTIG)N BE(51NS. DANE)GO ENG�INEERINE,�, L.LG Is F'�ESPONSIE.',LE FOF� THE c_`)TR.UGTURAL INTEC51-:7.1-1`r OF THI�_:) PROJEC.IT ONLY. AN -r [,_)I5GI-_-�.EI7-'ANGY E-))ET�\IEEN FIE-ELD GUNF)ITIONS, OTHER E) E_ 5 I C -,-7N F'P-OFES' IONAL-c--)' S)HOP 1--)RA�-IINL51-5, GONTiRA(f/TOP.(�_T BUIL[-)iNe) METHODS, ANE) THESE (':__)1&NE1�) AND SEALEE) DRA�\IIN(�-:)S musT BE H �FOU(5HT TO THE ATTENTION OF FLORIDA IDES15N SOLUTIONS, ING. , PRIOR T(__) THE GO�/I�/IENGEMENT OF GONS)TRUGTION. r __ --- I il ATTENTION: GHEMIGAL GHAN6E5 IN PRESSURE TREATED HOODS I I AS OF DEGEMBER 515T, 2003, GHROMATED GOPPER ARSENATE (GGA -G) HILL NO LONOER BE PRODUC,EP FOP, RESIDENTIAL OP, OENERAL GONSUMER USE. SEVERAL NEH PRESSURE TREATED HOOD ALTERNATI\,/ES HAVE BEEN GREATED TO REPLAC,E GGA -G. MANY OF THE NEN PRE55URE TREATED HOODS U5E C,HEMIC,AL5 THAT ARE C,ORRO51VE TO STEEL. IT 15 THE GONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF HOOD TREATMENT AND TO SELEC,T APPROPRIATE GONNECSTORS THAT RESIST CORROSION. FOP, EXAMPLE, AGO -c,,, AGO -D, C,E3A-A, OF, C,A-B REOUIRE HOT -DIPPED (3-ALVANIZED OP, 5TAINLESs STEEL FAS-rENER5. DOT SODIUM DORATE (SE3X) DOES NOT. - - 'DTP-�UCA-UF�AL NOTE -5 REOUIR'ED SAFETY G-LAZIN5 IN HAZArRDOUS LOGATIONS (RE: FRC, R50E).4) P,50b.5 HOMAN IMF-'Ar,T LOAL)5. INDIVIDUAL (51-AZED AREA5 Ii,IC,LU1)IN(--;, OLA55 MRROF-1,1_�'7 IN ilAZAR,17)oI.6 LOr-ATION5 SUC�H A�j THOIDE INEAC,ATED A�� DFHNEF) IN 5E -r--, 1-1011 R-50E�,A �',I­IALI_ F:'AS�_:) THE I ES -I REa)1f:*,'EI1T-.N F�) OF C,FE,G 16) (-',F--F',, PAR'l 12G)l r-RITEkIA FOF-' (,A'IF(z�0Ri' I OR C,AFEc-,,c)F?,,r 11 AS INDI("A�E[,� IN TABLE FZ,:.306.5 Exc'EFTION5: 1. `01_1�)IIE_1:� HIRED CA_AS'�� F --(:)F,' USE IN FIF,1E 0001:�F.-, ANO OTHF-F!. FIl`_-,'.E F�L�-)IFSTANF LOCIA"1101,15 '511ALL C_1(-)Mf-1AH'r' HITH AN��l ZIFU 2. LOUVEREE) HINUOI,A15 ANI:� JALOU51115 511ALL C�01,F'ANY NITH 5F_-(�rFON R30b.2 Fl,�;0�5.,l HAZAF4C.-)(_-)U5 LO(�ATION�). THE FOLLONIN(:'� 5HALL BE GO1,151DEI-_�EF-) �)F-_)E(_,IFFI(� HAZAR,E-)01,15 L.O(�AI'IoNF, F`Of,� . THE F'UR'FO5E OF OLAZIN6,: 1. C_�LAZINry IN 51,-11111011,1(-�, 000F�5) FX�,.,FIDT JALOU51E5. 2. 6LA71��t& IN FIXEE-) AND 5LIFE)IN67, FANEL5 OF 5LIDIN(5 [.-;0OR A�-)5EMDLIE�D ANE) FIANEL5 1`1 5LIE)IN5 ANI -7) DIFOLU (�t,05FT [,-)GOP A5SEMDLIE5. - 5. C-�LAZINO IN 5T0E-,)H r.�OOFI.5. 4. G7LAZIN0 IN ALL LA,1FRAMEU SHIN(311,1r::;� E)001`-�S. 5. (5L.AZIN& IN E)001`�5 AI,Z) ENr,I_(,)5URF5 FOR HUIF I J1313>, Hill F�!,LF`001_5, SAL)MA5, 5TE.A��l R'.001-1�-?, DA FH Wb`;, ANP 15HOVIERS. C7LAZIN0 IN ANY FIART OF A DUILC�INr5 VALL EN(�I_05INO FHE15E. C,OF-If-_1AR'Fr1lEt,I7�-) HHE:F-,�E FHE F:',0FTOl',I FXFIO�')E[) ED(L-.',E OF THL- GLAZING I'�--) LE -55 Tll^Nb'o� II ('15241 -IM) MEA51)RIFF.) VFRI (.�ALL i' AE�OVE AN'T' SFAFII:)INr:� OR NALK.INC, SURFAC,E. 6. r:;�LAZINO, IN AN IN01VIDUAL FIXL-1� OR OFIER'ADLE FANEL ADJA(�ENT To A DOOR HHERE THE NEARE5­[ VERTIC,A[_ Il. 115 Hi riI A 24-41(,H(6101-11-1) AR.(-, OF rHF �;O(-.R IN A C,1_0�*:�EE) PO��IFTION Al�,V HHOSE BOT -Fol -I Fc)(:-:�E 6 LE5�') THAN 60 IN( -,HF -5 (62el1­11-1) AOOVL� THE FLOOR OR HALK,IN(5 !3URFAC,E. -1. OLAZIN(-.� IN AN INE.AVI[A)AL F-IX,E0 OP, (.')PEF�'.ADLE PANEI., 01 HER TI AN TI -105E L0(.',A FIONF) DES(�RIBED IN TEl-ic) F� AND & AE)OVE, THAr MEETS Al -l- OF THF FOL L.OHIN(3 r-ONE)ITIONS: -7.1 �_XF`05ED ARE.A OF AN INLAVILA)AL PANE G)REAFF-1--,1 THAN cl �DGL)APE FEET (ObF)b M2). 7.2 DOTTOM EDOE LF.55 THAN lb Mr,H12-5 (45-7 MI -I) ADG)VE THE FLOOF�. _[.�_!, FOP E:F.)OE: (3,1`-_�EATEf-_� THAN '36 IN(.',HE5 Niel- I -IM) AD'(.-.)Vl I FF Ft_c,xw�. -1.4 ONE: OF', MC)F.E' HALKIN(_� IDURFAC.ES AITHIN 56 I14C,HF_H) ((�`11,� 1-11-1) H(.)P'J70NFAL_L_'T' OF THE ED I - A Z I � I (:-:,. 6�. ALL 6LAZIFFI��-;� IN RAILINr55 REG,AF-�DLF_55 OF AN AkEA (W� HEIc5iff ADOVE HALKINC_�� !�)IJl`:4f"-Ac_'F_-, IN(.',LUPE-[.-,1 ARE �5'1­RL)�."TIJRAL DALIL,57EF;� PANELS ANU N0N5TP,U(�,TUkAL IN FILL FIANEI-5. 1-1. 6LAZING, IN ,,IAt,L5 AII FENCE5 E-N(',LO5INIC=, INL-)OOR ANL.) ou'l-C)OOR 151,11,11t-fll,16, FOOL5, HOT TUDS ANO SFA5 HI ERE 'I HE E30-1 -1 01-1 EE)(5E OF THE (5LAZIhr5 E') LE55 THAN 60 IH(_,1­IE5 (1�)2,�l Mm) 'E� A ;C.)VF A HALrIll 5URFAC,E: AND HITHIN 60 IN(-HE5 (524 MM ) HORIZONTALL r OF -H IE HA_TE_-F-2,'�� F -I --)(--)F-. TH15 (�)HALL. AFIFIL'i' F0 �-)INez-,LE �5)LAZINL--.� ANU ALL FIANE5 IN MULIFF'LE 6LAZIN(z�. 10. (31-AZIN677 ADJA('�FHT TO 15TARVIA r'�_-?, LANPIN615, ANL,) 11AMP-5 HI THIN 56 NGHF15 (cilzl MM) 1­10��IZOIIITA,I�L'i' OF A 1,,IALKIN& SUF�FA(,E HIIEN -11-IF EXFI(.')�)ED ��IJR.F^6F OF FHE 67�1_.A�6 I'5 LE55 THAN 60 N(IFIE�`,, (162,1 Mt -1) ADOVE FHE PLANE OF FHE ADJA(-ENT HALK,ING5 �-�LVFAC,E. 11. GLAZINO A[�)_JAGENT TO �-.)TAIF-&W(5 HITHIN 60 W-HE5 (1524 M�-I) HORIZON'IALL I' OF 'NIE BoTTom ­R.EAD OF A �':)Mkl-A'( IN AN r F)IF-_4E6TFON HHEN -1 HE E,<FC)'3ED �-_)URFA(�',E OF I HE r_-�LASS IS LE55 THAN �.)O INC -HE -5 (1524 I -IM) ADOVE THE NOSE OF THE TREAE). EX(�EF-'TIoN: F -HE FOLLOHINC, I­-_1R0F)LJCA'Fd, MA"IERIAL!S� AND U�)F�) Ar;�F FXEMF�1 FROM THE ADOVE HAZARL)OL6 LOr-Al I(_')N5: - __� E C. 1. OFFNINOS IN 00OP's IFIROU(3,1-1 1,11HIGH A 5--II1l(-,I­I(_7b Mm) 5FI-1 kE I-) JMAF3LF_ -To FW,'6;. 2. DEC,0r-'4ATIVE- G-LA55 IN iTEm5 I, & op. -I. 3. &LAZING, IN SE-(�I­JCM R_3(-_)?�A, HEM 6, HFIEN THE-17ZE IF, AN IN1I7_-F_ZVI7-HINC-, IIIALL 01,Z O�HEF_1� `IERMAM��_IT 5AF�RIFI`7 BETHEEN FHF DOOF�Z AND THE C-3LAZINC3. 4. 6LAZIN(5 IN 5EC,TION F­,� �30�,5.4, I FF -1-1 6, IN ],,IALL�-2 i-_1E-'f-_�fDENE)lC,L)LAk TO THE FLANE OF THE [)001--� IN A r_L_05FL�) R051-IFION 01-�� i -HERE AC,( -,E55 rHiz�ouai TIIE L�)001`--� 5 'TO A (�I_01.*)ET OF,?, 1-:>1701,�AOE - AF­_�EA 5 FE�T ('c-114 MI -1) OF� LE�)S IN F -)FF -1-1-1. (5LAZIHO 11�1 THEH�1- AFFLI(_,AFION�) SHALL C,Ot,lf�'Al,li' KITH �)EC,TION `,�505.4, ITEM -7. 5. 5LAZIN(�-�', IN 5LC,TION F'�30b.zi_, I I -EI -15 -1 ANE� 0, 1-111EM A Fff-�C)TEC.TFVE E,AR 15 IMD'IFALLEU 0M THESE A6C,FF)5;lbLE c,0E(s) (.;)F ­FiE (-DLAZINry 56, JNC,I­U�, -I- 2 INGIHL�� (1114 ± Mi -I 91 Mr -1) A50VLz 7HL FLOOR. THE EiAr,. 51-IALL DE GAf:'ABLE OF HI FI -15 FAME)IN& A 1-101-1,1ZONTAL LOAI:� Of� 50 F-IOUNI-)F� FIER LINEAT-"� FOOT K,01X) HI FHOU F 60INTAC,111,1C�, THE OLA55 ANO BE A "1fINII­-F.)F,i OF 0/2 INC,I­FE�, (5b mt-1) IN ­IEIr5I­lT. 6). OUT DOAI--�_D PANES IN INSUL-A FIN(�7� ('-.�!_A,35 UNITS AME.) OTHEF� I'llULT11"LE (51- AZED PANELS IN 5F.r,TION Fl,-�O�.',xli, rr5m -i, HHEN THE FjOTTOM FF20E OF THE OLA5�, 1�) 25 FL:UT (7620 MI -1) OF', F-1(.:)F;),L2r ADOVE (5'F�AL�E, A F�OOF, 1,AIALK,11,16 �)UT-��FAC,F_13, OF,� 0 FFIEF� I ORIZONTAL [VIITHIN �1-5 F,')E_.(:-,F�?.F_E-5 (o.-Icf RAE)) c -)F HORIZONTAL] SURFAGE ADJAC,ENT TO TFIF OLAIDS EXTERIOR. -7. LOJVEF-,117:11�) VIINT�)OHF� AII .JAI_0USiE5 r_OMPL'i'1116 HITH VIIF RF(_.,WIF`.ZF-[,I!:-_N'l"5 OF 511-C,TION R�.`)Ob.2. b. `,IIF�RORE-, ANL) OTII r3l_A5�� FIANEL5 MOIJNFE�) 0F1 HIJN(z� ON A 13UT-'�FAC,E TIIAF FI-',(')VVL:5 A CIONTINUOU5�) �31G<11`10_ 5UPPOR1. rN 14. 5AFE F'i' G,LAZING, IN 5F("TIOIN 1--��)Oe�A, I FEM5 10 AND I I 5 NOT RFC,)Ulf:,�ED Hl ERE: ':I.l THE 51fDE7 (-.)F- �-)'FAIRHA'(, LANDIHO 017,� F-�AMF H/ 'N15 A (31JAFIDF�All_ OR HAHDP�AIL, INGLIJI)IIII(3 5ALIJ5TEF.c ' OF. N -FILL FIAHEL13, GOMFL'f`lkc-7� HI Tl THE I-_'P-F-_VI5ION'_) OF �-:,E_C, FION 1012 AHL) I&O-7.7 OFF THE FLOP.1E.)A DIJILEANc3 C_C)DE, BUILL-AIN(3; AND cl.2 THE FILAHE OF I HE (-'.,LA`,5 IS (S+4EATEF� THEN E, INCIFIF.1) (45-1 Hid) FP�01`-1 THE T-�AILIF,V-_�. - � - - GLASS 13LOG< W�T41_1_/-\TION FERIFORI"TE) IN /-\GGORL)4NGr= WITIFI PRG / F5C 4) C*OVER 5ILL AFEA �tjj'Ttl_j A HEAV'T CC)AT OF A5f�HALT F:MUL�310N. ALLOW EMUL�DION To [)F�l' /1T LEA5T 2 HOUrR5 DEFORE F"LAG.ING 1'10r,�.'.T _ I Arp �-.`,) ADHEIK)E EXF-)ANSION 51rKIF5 10 JAf`IE3S ANE) -IEA[,). I-141<11 GEPTAIN EXI'DAN51ON 5TRII'D E>/TEND5 TO 5�ILL. G) 3ET 4 FULL MOFTAF,? E)ED JOINT, _AFf:)I_IEP TO 1�')ILL- D) CET LOWEF') GOUP5E OF F)L�X<. 11AINTAIN A LINIFOPI-I JOINT WIDTH Or- 3/0" PLU5 OF MINUC? 11b". 4LL I"10I JOINTC - , _) 14_�UC -dL FULL 4ND NOT FURR(XED, ALL 1`10F�TAR �)HALL E)E . 3T C 71'�"IE '511 OR N", 5TEEL TOOL5 MU5T NOT 5E LJ5ED TO TAfJ E�LOCKS INTO PO.5ITI(_-)N, (I"LACE A F,;)1743EI`� CF�UTCH Tll`� ON -END OF TROWEL TO TAF F-)L(_'X'K INTO Flc,)�,�ivc\il) �_)O NOT RFZAL (�-O T_/\�), OF 0 11-4F r Wl,`�L MOVIE E,LocK. A IF I*EF. INITI AIL PL Al(�EMENT. POF;I, '�OL ID (:-'TLAS5 E')LOCK i;r i­i4i F-jr wc-E554R'T' TO USIH WEPCTIE3 IN T�IE I-IORTAF JOINT5 OF THE LOWER COUR57--5 TO I--'t`.DE_ VENT THE 1`10RTAR FrPOM 5EIN(�-s '�)OUEEZED` GUT. E) IN5T4LL 104NEL FEINFOPCINCi IN EVEIR'l' OTHEF? 1­�ORTAP F'DEF) kOF1ZONT4LD' AND IN JOINT5 11"IMEDIATEL'T' A150VE AND bELOW ALL OPENIN(�,,5 WIT4N PAN[E'L�). (THE MlE 5PAGIN(� SHALL APFLY TO FANEL ANC,t�(-)FR5 Wl­4EN U,5pl:.) AT JAMI AND PEAD" IN LIEU Or' GHANN'L I 0 r_ r_ . 1, OR G,1�45E C-kll,�ROUNDC-0 RUN FDEINFOFDC,',1N6 CONTINUOUSD FF_�01'1 ENE) TO ENE) (�)F FAMEL5, . LAI:1 I,�EINFOIN',10N('11 NOT LFS0 THAN b INC,HE-5 WHENEVER IT 15 HECE-55ARY To U5E MOPE FHAN ONE LLNCi 1171. DO NOT 5F,'II EXPANSION J011\M3 WIT1­1 F`EINFORCINci. INSTALL FEINFORCINC,,; A5 FOLLOW5; I F='LA(.-,E LOW_E� HIALF (--)'7 M(__)I`?,TAR IN 5ED J(DINT. �DO NOT FU RF-D.,OW, I F:'RE3�? FD4NEL REINF1_(_-)FC,INGi INTO FLACILZ." � I (_,'OVEI`,� I`:'ANEL fRE INFOT-RC INC-'; WITH Uf-DPER HALF OP I-IORTAP 25EF) AND TROWEL ' SI"1001­4 DO NO r-URROI,U, F) FLAC,E FULL MORTAF EjEt�) FOR J01iNTS NOT �?E(_,�P"IN(�-� IDANEIL PEINFOFCING - DO NOT PUPROW, 1-14INT41N UNIFOI`�I'l JOINT WIDTH, C-.; ) 5ET 5UC-GEEDIN(� COUI`�`)E OF 5LOC<'), 5l`A(_'.E AT 1-1EAD OP PANEL AND Jk`155 MUST FEI-14IN FPEE OF I"IORT4R., k1) 'I. �TF`?II`1,".r1 IJOINTF) 'MOTP Wk4ILE MORTAR, 15 STILL FLA5TIG ANF) F3EPOFE__ FINAL 5ET. AT TH15 T11"IE RAKE OUT ALL �)FDACE�) RECXIRIN(�., ��EALANF TO A PI1F'Tk EOUAL TO THE WIDTH OFF THE r_) F ,1*,. .1, _ 5_1­14�,E�). REMOVE SURFI.LIS "10P.T4R. FROI'l FA(,E5 OF GLM5 E)LOCKS AND WIFE TOOL JOIN I'S E�1`100 I 1-1 AND (_',ONGAVE_, 5EPORE MOPTAR, TA<E5 FINA L SET. (REMOVE r - UJED(_-;E,'� FP(-)I'I LOWEP COURSES OF ��(__�)LIID 5LOCX�� AND POINT THE VOIDS WITH MORTAR) I ) AFTER FINAL 1-10FTAR ��ET (.4PPROX. 24 kIOUF-.5), INC)TALL PACKINC., Tlc-�HTLI` F-,ETWEEN (�LA55 E)LOG,K PANEL AND JAI­IE� AND HEAD C,ON��TFUGTIC-)N. LEAVE 3t -AGE POP 5EALING',, J) AF:'PLY 5EALANT EVENL'I` TO THE FULL DEPI44 OF RECE55EC? IN A�,GOFDANGIE WITH THE MANUFACTUFIEF�S APPLICATION MANUAL AND INF)T� J(-',TION,2). , ,. K) A IIAXIMUN OF 160 C)C)UARE FEET OF GLA55 DLOCK MAI' E3E IN5TALLED IN AN i' OPENING, POP WIN�) 5F:'EEF)6 UF TO 110 I'IF1I­1,, PER FITT��OIJF,(��, GOF�NIN(� ��,EGOI'11,11EINDATION5 FOR� IN5TALLATION OrP (-iLAS5 5LOCK, EXPAN51ON 6TRIF-' 20 ea. F-ANEL , 4NG.�_I0F_, 71 1 I, �_ _1� v , 1//�,,, �,,� , /I \N'51( -,)N _-, ­ , - _ 1/4" EXF/- , (I - _,__.., ' '_)LT (2 PEP, � ca, FANI:7L E, C e ' F� E I \1 I F- G) P,. 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BOX 3400 Apollo beach, Florida 33572 p. 8 1 3.645,0166 f. 813.645.9698 www.d��ltisc(.Jellgirieeririg.corrI a 0� (D -i " 2-, w c) L___ <D " ko 4 ,-, W =) r,, m 5 "' m <D IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII z0 F--1 C� _j CD ,z) U- !`,�, < I i a_ Lu ct� dj > W J_� 2 r', 11�17 -:c IIIIIIIIIIIII1111111 \---/ Ar Apr I � p t Z� r', 0� = i� ,r,l BE < z (L) 6 I I I I I I m z n LLI c, u I _j mi ', L0 1-i V) F_ Lu Z;�' 11 I z �E 0 (/) l- ­ u C ) Lu D:� z z < 0 Q u Z CL V) < =) I-- (/) FO TLIE BISI OF IFIELINGINLEN'S KNOWLEDGE AND BELIEF, [FIE SIRUCIURAL PLANS AND SPECIFICAI IONS COMPLY WINN 2007 FLORIDA RESIDENIIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT � ±0.1 8) WIND ZONE THIS DRAWING AND DESION 13 VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION or THIS DRAWINGOHLY. 2011 LENNAR CORP. -PHS PLAN MAY NUI UE REPRODUCED I N ANY MANNER WIfH01,11' WRITTEN coNsENr FROM LENNAR CORPORANON. — 201 I -THESE DRAWINGS AND DCSIONS ARE THE JOINT PRQPERTY OF DANSCO ENGINEERING, LLC AND THE CUENT ON THIS PWJEI�f. AHY REPHODUCICN OR UNAUTHORIZED USE 13 PROHIBITED. REVISION: DATE DESCRIPTION 02-03-09 I.UU `00/ I BC UPDAILS 4 RILVI.Si 1) UFIAIL,� QS3, CC/53 ?. K/53 FOR WALL 0HF SLI Z, FROM SHEP 1 10-20-09 1.01 RILVISLDIAIAIL K/.S3 08.31.10 1.02 Gr.10 STEEL 10,19.10 1,03 JPDAfE0ErAILKJS4 04,13.11 1.0,1 RIVISFA) NONA)ROP CABLE DETAIL VERSION NO. 1.04 /04.13.11 CA 25948 [-] SAMUEL A. GREENBERG, P.E. 034245 )/? THUY H. HUYNH, cF.E. #60122 D IRWIN J. BENSON, P.E. #49758 .*,( I LA I , ___fi, J,� -'A I - - I I _*� "� \ u I- � 110 \ r_ r_ 0 "SX 4 K 4111� ,�, �N 11;i�� -A �(z , � ,L: "" Al � � ..'5".1, - 4. . -4 : - S � . . . U -k I . No - %, . -' No. fflff : * . 0 ,---o . .. - 4 �­� - . .1.. �T) . ,� , ,0 � r: 11 10 .. , '\� , 4� , Ir., . !,�� - 41, .4 � . P ,A* 4) . 40IR10'--',�� 4� 4�� ks1_�'*-....q-' ,QI, V41 4��' '�� 'S�/O N A L -b t,�,r.l .t, SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH I SIN .— ______ ffe-11 14 I 0.1 ow" P9, Q-) cy, 1-0 110 '? /f, /�, I r \I ®SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 81'3.645.0166 f. 813.645.9698 www.dariscoeiigitioQritig.com CD w CDN 0 � � M M CD Q Lj ,phT a- QQI—d- z LU LuV O J Lf1 ul ul ri � J L1J Z O �Z V) I— n� Li f l� Z O n Z n FO ME BESF OF IFIL ENGINEER'S KNOWLEDGE AND BELIEF, THE SIRUCfURAL PLANS AND SPECIFICATIONS (:OMPLY WIfFI 2007 FLORIDA RESIDENTIAL BUILDING COD[ (INCLUDING 2007 SUPPLENALN1), SE-CfION 8301 FOR 120 MPH, 3 SEC. GUS[, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=to.IB) WIND ZONE - THIS DRAWING AND DESIGN ISVALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AMD SEALED FOR TI IE STRUCf URAL PORTION OF THIS DRAWING ONLY. 2011LENNAR CORP. -THIS PLATT MAY NOT BE REPRODUCED IN ANY MATINER WINIOUr WRII TEN COFISENT FRUM LENNAR CORPORATION. 2011dHESE DRAWINCS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO EI`ICINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORILED USE IS PROHIBITED. REVISION. DATE DESCRIPTION 02-03-09 1-00 2007 FBC UPDATES & REVISED Ell AILS.0/59, CC/53 E. Y,/S3 FOR WALL GTT_F SEI 2° FROM STEP 10-20-09 1.01 REVISED DETAIL K/S3 08.31.10 1..02 Gr,10 STEEL 10.19.10 1.03 UPDAILIXIAII K/S4 04.13.1 1 1.04 REVISED FIOYI-0ROP CABLE DLIAII. VERSION NO. 1.04 /04.13.11 CA 25948 F� SAMUEL A. GREENBERG, P.E. #34245 THUY H. FIUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #497.58 Q�JVGIINE���SEAL: 49+�"\CE1K,Sa "vim '+t 7�t ` s• 'VJ " Ao ar 00 TE OF 1w 'rr`'7pN,SjdE ` ,TTrTLE: STRUCTURAL NOTES SKEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: D"1 REVIEWED BY: TH SNI (U LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 .1 INSULATION REQUIREMENTS (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12. P \/A[-[.)'- / T'I`"F'L- 12 PF:E ENGINEERED WOOD TRUSS /@ 24" O.C. U.N.O. HURRICANE ANCHOR � EAC1y1 TRUSS X� r_)r\IC. WDLL- }'...- =1. 1 I C- I 1 i 'F F<.'.l i CTYfi=.�,�/Ar?IFS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA, TRUSS EXT FRAME 2 , � _- INSULrTIGN DAF> -�_- -" = FRAME 2 _ r,. -I i - - - UJ/ 2 5 BTO NAI EACHENDOCKINCx -- - `� TRU55 BOTTOM CHORD OR 2x4 5L - �..- -_. • _ _,,:-- ROOF c O ✓ERIN��T T - -_XT 1- /\1 iT_- �: .. }:" . I` >-"I� f -l` � 1-I � .- rk U L G ` 7/I0" O�-5. MIN. SEE ROOF NAILING >c-) r,L-<_)}ill �C�� GARAGE _ L 5/8"oR I/2" {-IIG�1 5TH' � � `' '- r' -:: -�=� j SCHEDULE ON SH I. SNI �:•r�t 11?I 1IC>l li-r> :� 1LIN<� FJ (OR V?, cl'P. Tl'PE % E UPLIFT - _ -- - J (INN. 1FA1-I_ ;JAS E-EL`� AT F.AVE_) W/A HABITABLE ROOM ABOVE) FT SCHEDULE FOR UPLIFT E > ) L LQ ✓, to 'IES i ( ( _ . CONNECTIONS. PROVIDE (1) USP HTW20 W EN 5/8" OR I/2" NIGH - _ � r=' r'..f\7 IC:�P\I ,_ , , -- TRUSS ALIGNED WITH STUD 5ELOW _ `ALUMINUhI (�/ �'./ ��E / L I�/IL`1C F-:. I I/--.. I :� }.:.:F- AFT FA,c,F1=� S.P.F. DOUF.�-'L.F �' STRENGTH GEILIN<_-, { ) rvP PLATE 1/2 oR 5/a NIGH STRENGTH - TRUSS BOTTOM CHORD OR 2x4 BLOCKING R - - C) F, IP ED �� BOARD(U.N.OJ (OR 5/8 GYP. TYPE - v EACH END OARD PER CODE (OR: W/ Z�lOd `POE NAILS �' fiLU1w11NUM FASCIA 8"x8"x10" NOMINAL BLOCK WITH USP SF'T24 _--2'x S.P.F. (OR EQUAL) 5TUD5 1� O.C.OU.N.O. 1< 5/8" GYP. r�TE 11X.. - _ X a GARAGE WIA HABITABLE GAr AGE WIA HABITABLE 3/8' MORTAR BETWEEN COUR5E5 CONNECTOR � _ ROOM ABOVE) 12 ° �_ 2x SUS FASCIA � � � UPLIFT SCHEDULE FO UPLIFT ROOM ABOVE) �� 12" VENTILATED 1/2" CDX PLYWOOD OF: -1/l0" 05.5. -(1) ROW 2x BLOCKING, Q MID HC,T. FOR WALL S -PF_ DOL1 L.F TOF iILATH -SEE PL ED LE R PLI W/DRYWALL SCREWS il 7" - I II u l / _ CONNECTIONS. PROVIDE (1) USF �1rW20 WHEN c u n SNEATNINC, REQ'D. FOR ALL / 1-16T. < ?>'-o". l'1) ROWS 2x BLOCKING 3rd f SOFFIT _ ___ -___ ___ _ - ----- EX`rERIUt' Of� SHEAR WALLS A5 / PTS FOR WALL NGT. > 2'-0 UST= SPT24 CONNE�TOf T�2U5� ALIGNED WITH STUD BELOW OA'. CEILING �" O.C. �_--- II I �!----------- �� -_ SEE TNI ANT FOF? INSULATION CHART AP WALLS _ r 5 CO II II II SI 1)-ATHING W/ �d COMMON NAILS �; A GYP. W.B. MIN. GARAGE SIDE IF - -- I-Ir------ Ir--- u -Ir ---- 8 x8 XI0" KNOCK=OUT II II II INDICATED ON THE PLAN. ATTACH _ 5_O --K W/ I NT.APPLICABLE 2"x S.P.F. (OR EQUAL) STUDS l0' U.C. U.N.O. SEE THIS 5HT FOR II u n / FILLED SOLID -1L L =- ---------- ----------- --__ 411 O.C.BdIJNDARIES, ��' Off. - INSULATION CHART - - ---- ---------,r---------- (I) ROU) 2x 5LCCKING � MID HGT. FOR W/GROUT II a EDGES, AND 12" Off . FIELD SP °SPT22 �'ONNECTOR 3rd kI FOE' '-61 NGT. > ?� -0 , J �, -5/8 N x 10S SN"r FOE? INSULATION G4 IAF:T Ix2 P.T. 1--40RIZONTA_ a"x4"x10" NOMINAL II II a 3/8" MORTAR BETWEEN ✓ II n WALL NCsT. d -0 . (2) ROWS 2x BLOrKN�c ` SAF -r , v" G.M.U. T,I'PICAL 1 II TSLAB 4 FLOCK /�"� x 1011 a J" BOLT BOLT � 24 O. . W/ 2 N x NAILEr-. �LCGK WITH _ /8 L -__-------- --_-- -_ ;_;�__- 24" U.C. UJ/°�x3/l0" \K 2x.T. �OT1c�1 1 f�LArF USP Sfi T22 CONNC�TOf� -__.� �< 3/l0' PLATEWASHER(TYPJ G -__� r - ----Ir--- - Ir----------ir--- - -Ir- MORTAR BETWEEN I II u n > STD. 90"NOOK (SEE DE -TAIL) _ I II u u -' PLATE WASHER (TYP.) l - T1 PE LISA MORTAF, COURSES CUT TO 1 u u n.-- - o x o WI.4 x WIA 2x P.T. P�OTTOM FOLATE-�'��.`- Z ~ �. _ �� x G� W1.4 x W1.4 WWF OR FIlr3ERME5N - SLOPE. II II Tl (f) II EI -EV. L---- L L_ ---=__JL_----_- _3 2 WWF ORFIBERME5N _ ,^I �^�I 2 I� SEE THIS SHT FOR --- _ F ----- --- 11 ---- I1----------11-11 ��i 1/ MIN. -------.. - -- - ----- �J: 17' A.F.F. %. \ _�.... INSUL ATION CHART ELEV. -0 -4 1/2 L__-_ n _ �I--- �) I- - - I II n - II I ° e, - - t -u- ---ARCHITECTURAL A.F.F. ° ° n0 - - - - - n FINISH Q ° 4 ELEV.-0'-3 1/2 1- �' t n r,• / \\ �13 J / / ` 3 I/2"(min.) TO 4'1 Ix2 PT WD FURRING /@ 24' OC-, ° a .� 4 ° 4 ° " Ar T� - - - - - r. A \\� ,\\ / \ ` , 1/2 linin.)- 4 - °v 2x4 CONT. AF.F. lid >_ • / �- \ In 3 !/2"(min.) - 4" / / /\ / \// 1/2_" GYPSUM WALLGOARD U.N.O. \ \ \ --_ - ,-�� \ \ ° \ lU 1t:� VERT. IN FILL a a I' ,, �\\/ `\/`\\�\ \�\ \ \ � Al Ar 1E E�EPTIH V41RIZc� i' / \//\/�\, �` C2> #� CUNT /i\ /\ / \ i CELLS(SEE I I \II a11 1x4 P.T. F)ASE NAILER ' / FOUNDATION PLAN a ,4" , 1'-4° - - -- I FOR LOCATIONS) a U.N.O. "/ 1 11N. �`' u_N.C7. r 11N. 3 1/4" �ASEF,OARD - T•,)." '(� � � f1�lr l!)/ll=l= � fi ALTE���NATEE T i 'f 1 '� Il�l� _ - --=__ - 4"x4" INSPECTION SCALE: 3/4" =11-01, �, __ MIN, 2500 PSI CONG. SLA = PORT AT EACH l_`fi C`fi a T T � � �_� WALL �3TE�� UJ c-) ��i���`� ���I-� rrc, MIN PSI MAY VARYPER - `�� FILLED CELL MUNICIPALITY. - GALE: 3/4"=1'-0" �, SCALE: 3/4"=1'-0" _ TYPICAL �_� GUNcR5r� SLAB W/ oxo - /��� NOTE:EXTEND W1.4.CUJ1.4 UJUJF OR 'FI5F1�1`1FaH" - - - C) DECO FINISH 4" to BELOW GRADE - 1/2" OR 7/10" 055 MIN. PLYWOOD SHEATHING---..-.1�; NAILED W/ ad COMMON NAILS a 4" O/c 5.P.F. 5TUD5 C� 16" O.G. r�OUNDARIES, 0" O/G EDGES, ANP 12" O/C FIELD, \ ` u1 ' 7_x STUD SHEAR WALL REQUIRES 2x 5L OCKING w 5EAM5. ��y� J - - `, (1) ROW 2x 5LOr- NG MID 0 MIL VAPOR' i �� 7 ~G LOAD PEAL<:ING UR- I I <`''''� DARRIER 4 \ % 8)11 G.M.U. (2) ROS OF 2.x 5L OGKING '� _ 2x STUDS l0'' O/G .y f'l NGT. FOR WALL NGT. s 8"-6 r, \/ _ EXTE KIOF: WALL THIRD POINTS NUTS: (2) ROWS 2x 5L OCKING � 3rd � CHIS SN r �v>t INSULATION C:NAr2T FITS FOR WALL HGT. > GOMF�. SOIL. (COMPACTED \� = 'a 5EE SECTION C/53 FOR TO 95io MODIFIED r\\-\� \ I"x P.T. STUD -1/?" STUCCO FINISH PER ASTM C. 926 ADDITIONAL INFORMATION ' \ SEE THI5 5HT FOR INSULATION CHART �' PROCTOR ASTM D1557) '` \'\ \,\\ ,\\ -1- _ r APPLY 3 L AYFRS W/ TOTAL THICKNESS I/2" GYP. W5 (MIN.) 0 GARAGE SEE GG/53 OR f -#� VERT. IN FILLED GCI_L CONTINUOUS TO FOOTER BELOW 90°NOOK D� 1 All SIDE IF APPLICA5l_E. J 1/S' OVER METAL LATH. FIRST 2 LAYERS II G/5✓ FOR ANCHOR BOLT 74 U.G. VER -r. = " USP SPT22 CONNECTOR - ,, 1 IN. c L R. 1 'i >/f3 x� J C�OL1� d x 10' "J' BOLT 24' O/C W/ 2' X �A�I n L II � II II " T � � � 11 5/0' I � .� � �/2� TNI�K E��N. ARD L�l'ER I/3 TNIGK. � }..,0. �L.C�GI�-.. II �1 (2) 15 REBAR CONT. ON BOLT INFO. � 5/2� 0 EXPAN51ON 50LT X24 O.G. 3" CHAIRS TYP. U.N.O. }11 11 11 STD. 90°NOOK (- OR 5/F�" x 6" EPDX'( 3/10" PLATE WASHER TYPICAL -USP SPT22 /@ EA. STUD _ 2x RT. PLATE W/ I" EMBEDMENT (MIN. SNEAK - (SEE DETAIL) u - A BOL -r *USF' SPT22 r'(F'.- I MIN. 2500 PSI CONCRETE >=' 2X P.T. PLATE 5P CE ANCHOR BOLTS 3500, MIN.-rENSION 20000 ,� _ _ SLAB W/ 0 x 0 -, 20" MIN. F -___---T #5 REINFORCING I= 6' MAX FROM END OF 0 x 0 W1.4 x WI.4 TYrFI�_ AL WALL JEEc oN � � \ \ \ I i ,- 2x P. r. PLATE WIA x WIA �J WEEP SGREED ¢ _-_ � �� ������,_ � � r. BAR C� 2" x PLATE WWF OR FIBERMESN SCALE: _3/4" = I'-0" C' - -� AaaUMEL> WWF OR IDERME, INSTALLED PER MANUF. - - - - - - - _. 5 OR 111 REINFORCING BAR, Fy 40�5i \ �a - - ----- ------ ' I Q Q FINIS 4rD rF'A)7E r e-_ -- / 8�� �Q� G7P �C _..__.. x - - C> _ _ � f�AD�� Z _ } y /, \jam \ - 7� MONO oF, 5T> MWALL- - - - - - - - - _____..__ - , /, - FOOTING MONO SHOWN n> G = _ i / / - c ` \ /`\ / . �/\ \ L• _ / / -�-� '<-FT--�"FF'-�i 77 �lrTc�/�CT --r _ (f �, L` n �� A % / \ % �� fir; /c�:�cr . c // / MIL /APOf�' BARRIER' FOR GLAF.IT"( "•'r � \ \ \ i \/ _ �` 11 r LLQ \ L' \\\` \ /J, 5 REINFOPGING BAf \\ i a LAFf SF�LIC / (2) 5 CONT. NOTE:I G v v. \ �'Zy\vv V ON 2 CHAIRS / , v u �, " MIN. LAC= � � ;. 7� -'FOR BEAF:ING WALL \ v,// <_`' COMP. SOIL. (COMPACTED TO y' A / / v / ___- 1. - -- < ` (TYPJ" �I_�I�I- W/ UPLIF"r ONLY / ._� \Ai 95% MODIFIED PROCTOR ASTM v /'V// % %` �� - r--�xr���rT�������.����� nix,- ��������� I��� 1 BLOCK WALL BE /-\ \ \ \ \ \ \ \ ./\ \\ ��\c �i� err �rrur t �y-� r� r r r -r---' /- \ \ \� \� \ \� F i \ �\ \ /\/ /\\ \\ \ \ 1 7J -##6 REINFORCING BAR #E STLD, 900H,00< RECEJ5 'tlTYF�C AL --- Tf�, �r...�r «�L(� C -1-1-U. u)>=� r-_c_.�i���_v ri �>�� T > I� ,.,<Tfc_�,/�-I �J� l_ �c�c_.�TIN<_� fEE5AF,..�-r4lL.�IN l�Jl�L W/ ULI r SFE T'YP. W/\LL 5EG-TION FOE'. `�GAL_L_: 3/4"=1'-O E')_ � C SCALE: 3/4"=1'-0" SCALE: N.T.S. C' � I �_ �,� SEE TYP. WALL SECTION FOR t � � SCALE: 3/4 -1 -0 ADDITIONAL SLAB INFORMATION. ___-- ADDITIONAL SLAB INFORMATION. 1711 111 oxoWL4xWI.4 III I- _I i n WWF OF, FIBEFMESN I �-h- I1=III-- -1 n . - -°-°- �u� GRADE 1III- '' EE A/» OR-`."'III-I1II III I„ II I I / -OF � 1" 11N. CLFREINF. INFO. ARANCE 1'-4" �� AFI'4<�:rE E)00 °� SLAE� REQ E&cD !1).1 \ _ SEE T'(F'. WALL SECTION FOF'. SCALE: N. r.5, Oda P.T. ?_x - �� _) �- I/2" GYP E3D. � E1�ED �l=,�E�� E�.�C=rterL ADDITIONAL INFOM�\rIGN. - z j HOLD CGYP. BD. SCALE: 3/411-11_11 C. ) J 1/2" FROM SLAB S3 (U ROW 2x BLOCKING a MID \-. / HGT. FOR WALL HGT. < �'-0". 11 ` ���--GOl1T. BEAD SEALANU. (2) ROWS 2x BLOCKING Q 3rd O -O _-< - - - - PT5 FOR WALL NGT. %3'-0". F3L OCK UJALL BEYOND °J!' 11`�"r�f�'(J� Q> 2X .STUDS @ 24" O.G. U.N.O. C, EXPAN61ON JOINT , ° p 4 5 1/2 � - r .. = I/2" GYP. W5 (MIN.) GArRAGE 5 1 D E z 13" (5ARA&E C1, MASONRY WALL. AND `'--MA5ONR1( WALL AND /^ `7I�'' \1 IF APPLICABLE. ;.I O.N.D. RECE5a ��� PAD FOOTING ----- 4 PAD FOOTING = c; 3/4 REGE55 FOR J 6 x 6 K A x WI A - `= E` �I 2x P.T. PLATE 1/4" DIA. X 3 1/4' TAPCONS a 24" GONGRETE NAILS W 1 1/4" -�) \ /2" � Yf'SU�'1 WALLBOARD U.N.O. 8" MA50NRY WALL - WWF OR FIDEPME5H r W/ DR'(WALL 5G[`EW5 8"O.C., EXTEND FILL DELLS Q.G.D. (U.N.OJ 0/C 4 0' MAX FROM END Or 2 x .E - EMBEOMEN-1" @ 12 O.G. - _ It) ) r �. TO FOUNDATION PAL) --- I� (2)'�5 CONT. ON 3" PLATE; -- P - ST!\C1r��F?E D, F'.OM<�TTOM �,� -SEC rFllS 5f ICC r FOR INSULATION GHAr�T - - - L x , WI.4 x IW1.4 r, _ - - - - _ c r,c�Nl , Fr�OTINC STPL L MAT REINFOkGING. Tf, CHAIRS (TY CI «, /, / r LATL rD GONGIRETL " - \ / = WWF OR FIBFRMESH - \, _ \/�\/ - \\/ TE ��; (MIN. SHEAR IF'�Oit MIN. c;, i GONT, BE SEALANT -- : - - - - - - - - CONCNETE SLAB �I ccs i- - - �/ ° 4 4"�\ �`� ER510} 11200 \ - d 6 x 6 W1.4 x W1.4 0 / , \ /i\. kl `\�' j / \/�\ / %// \.i/ v \\ \ \\ \ s i - - - - - - - WWF OR, FIBERME5H z C i \` �, / \ Ir �/ -� . \/ I _ - ct� T- ILL <_ - _% •,�/\��\�� / Y1 - �1 \, \ \ \ ,�\\� ` \ •_ o \\ / ^ J / _ _ `r \ ,\ \ \ , -,r \; � , \ � "� 0- lel \ \ SEE A/53 //\ \ rrT 6 MIL VA1�OR� \ \ \i y.\\ \` \ \ \` \ \\ \\ \\ \\ \\•\\ x \ \ \ \ X11 I TIN. LETT '` \\\/\ /.\ / /. /, //��j/-FOOTING r . f \ r /; �\ ///, / /\ / OR J/50 _ "' T" zANCE BAPRIEI` /\. ,\ \ •,\\ \\ \ \\ \ \ ' \ \\,\ SEE A/55 FOP. ' \ �\ \ \\ \ \\/\\ r ` C�EYOND 0 4' , I'-4 v FOR RF:INF. / REINF. INFO. _. r -�" _ I'-411 �I //" / 10 N 1 _ 1 -4 N STO­,-.0 R,-. 0 PAG F'EINFORGEMEI\1T ' 1F INFO. 3 P 11N. cel E,Ai� ANC:k SEE T'rF'. WALL_ SECTION FOE: 11 X11 C2 S�TL'_P...l.) T"T ��Ir �l IN-r�>r�I��F� f�)��ri��IN�T � <I11 111 (��>= SCI-1EDULE) FOOTIN�:I �i)ID-r1-1 Al_>DI-rIrJNAI_ SLAB INF=O}?MA-1"ION.:� �=-� _ <����IFTr�'AG E F) C)R SI A5 RE CE - 33 j INTtE R, I G)R W A L L �L A5 ��TE F NC)N = E'>��G�_r(K ` I� � E F ��,�. -_ E E > � � ._->.-_ .� -WALL UJ/OUT �� I--�A T 1 �>,� C~ �� L Lf I ��1N FTC -'T, = [D E T A i L N SEE TY'P. WALL SECTION FOR SCALE. N.T.S. 53 SEE T`fr='. WALL ��i G7"1011 FOR 5GALE: 3/4"=I' -U" �� SEF TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" G, a� ADDITIONAL INFORMATION. ADDITIONS\L SLAT INFOF-:MATION. �,:`_ SEE T'(P. WALL SEGTION FOR SGAL_E: N,r.S. C� � ��GALE: 3/4"=1' 011 ='� ADDITIONAL 5LAE3 INFORMATION. � AC)D n oN/NL NFor MA n oN. ANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0 166 f. 813.645.9698 www.cianscoer,yineeriny.com a 0 N LST O_ I- ID � � M m ooLLr, aQwfz Q, > Lu ¢_�'� C7 W�u �a Ln w cit w Z O w [] < L z V) TO TI IE BEST OF TI IE ENGINEER'S KNOWLEDGE AND BELIEF, THE SIRUCIURAL PLANS AND SPECIFICATIONS COMPLY WITH 200/ FLORIDA RESIDENHAL BUILDING CODE (INCLUDING 2009 SUPPLEMENI), SL-CIION 8301 FOR 120 MPH, 3 SEC. GUS 1, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = }0.18) WIND ZONE THIS DRAWING AND DESIGN 13 VALID FOR 1'2 MUNTIIS AFTER THE DATE If IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE SrRUCrURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP: IRIS PLAN MAY NOT BE REPRODUCED IN ANY MANNL"R WIfIIOUr WRIITEN CONSENT FROM LErIrIAR CORPORATION. 201 I -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERLY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED, REVISION: DATE DESCRIPTION 02-03-09 ISM 00/ NC UPDATES & REVISED DETAIL; Cl/S3, (:(,/S3& K./59 FOR WALL OTT SLI 2" (ROM SI FP. -10-2009 1.01 REVISED DETAIL K/S3 08.31.10 I.U'L 0140 SILL 10.19.10 1.0:1 LIPDAI6 DETAIL K/54 04.13.11 1.0.1 REVISED NON DROP GA11LI: DETAIL VERSION NO. 1.04 /04,13,11 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. tt34245 THUY 1-1. HUYNH, P.E. ik60122 ❑ IRWIN J. BENSON, P.E. 1149758 GINEER SEAL: 4 J J t o . STEETE S�aNA���E�JULE: SECTIO F S�sDlAIC�& NOTES (MONO) SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH S3 (1) LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 $ (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12. ------------------- i- - 12 _ PRE-ENGINEERED WOOD TRU55E5 � 24" OlC -'-`/ENT OR 2ND FLOOR �❑ - l --�>: (TYP.) l SEE LLE`!. Ur�LIF'r CONNECTOR (SEE SCHEDULE) _ SOLID AREAS ARE u SOLID AREAS ARE L \I TGA C.M.U. WALL VERTICAL JAM STEEL AND GROUT STEEL. AND GROUT �� DOUBLE 2"x4" S.P.F. TOP PLAT TYPICAL L ❑ ❑ I/2" MINIMUM CEMENT FINISH 7/8"DIA. x �" J -BOLTS AT 0-3/4", 41-3/4", 71", AND 96-3/a" ABOVE ❑ � � GARAGE FLOOR. ALL J-E30LTS WILL BE IN FILLED CELLS (2,000 INTERIOR- SAW CUT TO 10 1/2" 5AW CUT TO 10 1/2" FULL axaxl6 5LOCK —,_ ala" STUCCO FINISH PER ASTM C. STANDARD 3" DIA. TEE -� i 3/4 FURRING STRIPS \ ❑ (-I THI APPLY 3 LAYERS W/ TOTAL P51 MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT uu _� � WALL � . � � A -ED 3" PIA. EXTENSION - r 5Ur-1 50ARI) REQUIRED) TO PRO`/IDE A FLUSH MOUNTING SURFACE. ��,_ LATH, FIR6 7/a" OVER a" rAL TIRE D \ I/1 _T 1 P�I�' ' ��<..,_ LATH. FIRST 2 LAYERS 3/a' THICK r _ CA (3" \ S� HORIZONTAL JAMES DO NOT TRANSFER LOAD. _ E>OOR OPENING 17008 OPENING, IN E --DOOR OPENING- ` EACH. 3RD LAYER 1/8" THICK. �_.F'.c.W OFF CAP � l.U/ pR7`UJALL ��-1?EW5 �- � � L�'-_ _-- DIAJ FOE' CLEAN-OUT *-E a O.G. OR Ord r IN. EXFE I`I5ION FEOM EXTERIOR DR > UJALL NAZI=S� a WALL ❑ -1 CRICKET AS FAGE OF E3LOC.K VIALL I5 I I/2" '' 1 REQUIRED MAXIMUM EXTENSION FROM u EXTERIOR \ I q DOOR STOP WALT ❑ USP 5PT24 � EA. STUD EXTEf�'IOR F/tGL'= OF FLOCK Y•IALL ° n n ° MOLDING ❑ ❑ Is 2/4" ° " 10 GRADE - --- ❑ - — — — — I/2 EXTERIOR GARAGE — — — U1 — — -- — — ❑ SHEATHING FASTENED TO \, POOR - - - - - -- - - - 1�TRU55E5 WITH 06 COMMON WIRE r 2ND COARSE 3RD GGAR TO DRAIN 1ST COn R6E- JE - P.T.NAILS � 4" O/C BOUNDARIES 6 _ r --BLOCKING (t PJ 2 x � MA50N TO LAY BLOCK AS 5HOWN ABOVE. EVERY COARSE MUST bF 5CNDED To THE O/C EDGES 8 a" O/C FIELD "\ COARSE BELOW. EVERY THIRD (3RD) COARSE THE n" DOOR JAMD WALL 15 To BE _ WOVEN INTO THE MAIN FRONT TO REAR WALL A5 5HOWN. 2X4 PT STUDS l 1 �. WALL �L��\N, OLIT �� �, (2) 2X4 PT STUDS UNDER NIP _ � �":1A�7��i��h'�•� �A..� �`-`��I-� � �� CARRIER/GIRDER TRu55 -_ DOOR TRACK SCALE: N:r 5. � W/MOUNTING ANGLE = USP NTA20 w EA. STUD NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEET5 FOR DOOR - MAIN SPAN �: --.O`1AL INSTALLATION INFORMATION PER MANUFACTURER. MOISTURE BARRIER - ROOF TRUSS REPEF_ TO WINDOW FFODU_ T APP'F' S' INSTALLATION INFORMATION 5 i UPLIFT CONNECTOR SHEETS FOR a"Xa"X16" K.O. BLOCK W/ l'�5 (SEE SCHEDULE) r-1ANuF4GTu>1<. TYPICAL GARAGE DOOR BUCK K - CONT. AND FILLED W/ GROUT S E C T l () N T IA F U W I N C) O UJ , l SCALE: N.T.S.' SL� 1 #7 VERT. IN CONE. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. <NEE_W4LI_ 450VE I14SONF,1' WALL E)FAIL F (1) LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 i SCALE: N.T.S. 54 (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12. - rRU55 BOTTOM CHORD OR 12 -PRE-ENC,INEERED WOOD TRU55E5 24" OlG KNOCK -OUT x4 BLOCKINCT W/ 2-16d TOE -� BLOCK LU/ CIJ 5 NOTCH LINTEL UJEIERE i2EG2UIREDSEE ELFV. 0R CONCRETE PLACEf 1ENT AILS EACH END DOUBLE 2x TOE' UPL I - I CONNECTOR (SEE SCHEDULE) 2"x BUILT-UP COLUMN = - DOUBLE 2x4 SPF. 112 TOP PLATE 2x S.P.F. 5TUD5 0 16" O.C. CRICKET AS REQUIRED -------- U 5F 5PT24 EA. STUD 1/2" EXTERIOR GRADE SHEATHING E,LOCKINC:� 'PJ FA5TENLD TO TRUSSES WITH 8d COMMON WIRE NAILS o 4" O/C E3CUNpARIE5 6" U/C EDC -TES 4 a" O/C FIELD --- NOTES: �I�AL INTIz NDN- 2 x _ = LINTFI AND AL E CELT 5 A�o`rE LINTEL. E)EARIN6, � SI A WALL rr ) W/4L L i A -� � E_-FAF I L 1 T � � FL -A { � I (- C_� a �afi� I i �rl� -NI � NOTE: FOR SEAM DEPTCI >22", PRO`/IDEA 4° x 4" INSPECTION SCALE: N.T.S. (�' PORT 5GAL E: N.T.S. c� SCALE: N.T.S. SCALE: NT5 USP 5PT22 EA. STUD G P.T.2x PLATE —`� - /-- 5 � EACH `/ERTICAL RBR EA4 DIRECB TLY AOYE THE LINTEL. ___-- F= Z2�4Q L� ROOF TRUSS �2� 5/a" x 10" "J" E30LT @ 24" OIC' MAX VERIFY THAT ALL REINHoRGEMENT HAS BEEN PLAc.ED W/ a" EMBEDMENT UPLIFT CONNECTOR (5EE SCHEDULE) PROPERLY. USP USP r 3 USP SF T4 5PT24` USP 5PT4 a"Xa'X16° K.O. BLOCK WI I #5 GONt� . MOISTURE BARRIER 5EE FLOOR PLAN 1=08 ADDITIONAL INFORMATION. AND FIILEDSOLID W/GROUT C) OPENIINC:;5 LESS THAN OF, EQUAL TO /6'-0" IN WIDTH DO NOT 1 #5 VERT, IN GONG. FILLED CELL - REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON W/ 5TD. 90° HOOK IN K.O. BLOCK _ =_ -__ FLOOR PLAN. <NEE WALL AS( -)\/E 1-1A5VNF---- WALL [DE-r,Al! P T...r �'IC�A,L FILLED LINTEL - Cy_ SCALE: N.T.S. SQL SCALE: N.T.S. 1ZL HEADER SUPPORT NO. OF JACKS 4 STUDS ° N PLATE TOP SPLICE STRAPS OPENING SIZE. (U.N.O. ON PL -AN) JACKS STUDS `(z ::� 5TUD5 '```; '' 2 ROWS 10d 0 3" O.C. (14 NAILS TOTAL) 4 EA END ET 2x TOP PLATE Ej tL (I) J_ (1) STD. 9>a r 10 OK LINTEL SEAM UJ/ (1) #5 CONT. IN OPENING5 GREATER TkIAN WIDE (U.N.O. ON PLAN) FILLED CELL UJ/ (1) #5 VERTICAL 5EE FDN. PLAN FOR LOCATION (1) USP LST430 4' _ 9' (2) �I 2x CRIPPLES 16" O.C. (2) I( _I JL (2) EQUAL TO TF BOTTOM f - r ` _I 5/a"DIA. X 12" EPDXIED ATR CHORD OR BLOCKING --- NOTES: �I�AL INTIz NDN- 2 x _ = LINTFI AND AL E CELT 5 A�o`rE LINTEL. E)EARIN6, � SI A WALL rr ) W/4L L i A -� � E_-FAF I L 1 T � � FL -A { � I (- C_� a �afi� I i �rl� -NI � NOTE: FOR SEAM DEPTCI >22", PRO`/IDEA 4° x 4" INSPECTION SCALE: N.T.S. (�' PORT 5GAL E: N.T.S. c� SCALE: N.T.S. SCALE: NT5 USP 5PT22 EA. STUD G P.T.2x PLATE —`� - /-- 5 � EACH `/ERTICAL RBR EA4 DIRECB TLY AOYE THE LINTEL. ___-- F= Z2�4Q L� ROOF TRUSS �2� 5/a" x 10" "J" E30LT @ 24" OIC' MAX VERIFY THAT ALL REINHoRGEMENT HAS BEEN PLAc.ED W/ a" EMBEDMENT UPLIFT CONNECTOR (5EE SCHEDULE) PROPERLY. USP USP r 3 USP SF T4 5PT24` USP 5PT4 a"Xa'X16° K.O. BLOCK WI I #5 GONt� . MOISTURE BARRIER 5EE FLOOR PLAN 1=08 ADDITIONAL INFORMATION. AND FIILEDSOLID W/GROUT C) OPENIINC:;5 LESS THAN OF, EQUAL TO /6'-0" IN WIDTH DO NOT 1 #5 VERT, IN GONG. FILLED CELL - REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON W/ 5TD. 90° HOOK IN K.O. BLOCK _ =_ -__ FLOOR PLAN. <NEE WALL AS( -)\/E 1-1A5VNF---- WALL [DE-r,Al! P T...r �'IC�A,L FILLED LINTEL - Cy_ SCALE: N.T.S. SQL SCALE: N.T.S. 1ZL HEADER SUPPORT NO. OF JACKS 4 STUDS REQ. AT OPENINGS N PLATE TOP SPLICE STRAPS OPENING SIZE. (U.N.O. ON PL -AN) JACKS STUDS `(z ::� 5TUD5 '```; '' 2 ROWS 10d 0 3" O.C. (14 NAILS TOTAL) °°°° 16-10d NAILS EA END EA END 2x TOP PLATE Ej tL (I) (2) (1) (2) (1) USP LST430 4' _ 9' (2) 2-166 NAILS 24" O.C. OR 2x CRIPPLES 16" O.C. (2) ° ° (2) EQUAL TO TF BOTTOM f - / ' / \. OLIN : `�� 5/a"DIA. X 12" EPDXIED ATR CHORD OR BLOCKING _ W/ MIN. a" EMBEDMENT 2x BLOCKING a EACH END W/ 106 <�G, `O : ��\`• 10d ©8" 0/C TMAX 5/a" W/ 7/0" W.A. W/ 2x STUD 24" a 4" O.G. FROM EACH HEADER/Sr •`` ��UCl' \• . > 1/2" MIN. EMBED= 20500 O.C. MAX. -._., --�--FACIE TO BLOC:KIN(�1 2x P,T. PLATE PROVIDE P.A.F. NnILo UR FEQUAL /@ 12' O.C. - -(2) 2x HEADER r� 5EE A/53 FOR STAGGERED FROM BOT. PER PLAN n UPLIFT= 354a (5YP) 314a (5PF) PLATE TO CONCRETE REINF. INFO. E30TCOM PLATE W/ (1) 10d � a"vARIE `\ >\-2x O.G.TO EACN HEADER FACE NOTE: BOT TOM ;PLICE PLATE LENGTHS MusT BE a OVER STUD AT LEAST 8'-0 LONG. TYPICAL �j, --- NOTES: �I�AL INTIz NDN- 2 x _ = LINTFI AND AL E CELT 5 A�o`rE LINTEL. E)EARIN6, � SI A WALL rr ) W/4L L i A -� � E_-FAF I L 1 T � � FL -A { � I (- C_� a �afi� I i �rl� -NI � NOTE: FOR SEAM DEPTCI >22", PRO`/IDEA 4° x 4" INSPECTION SCALE: N.T.S. (�' PORT 5GAL E: N.T.S. c� SCALE: N.T.S. SCALE: NT5 USP 5PT22 EA. STUD G P.T.2x PLATE —`� - /-- 5 � EACH `/ERTICAL RBR EA4 DIRECB TLY AOYE THE LINTEL. ___-- F= Z2�4Q L� ROOF TRUSS �2� 5/a" x 10" "J" E30LT @ 24" OIC' MAX VERIFY THAT ALL REINHoRGEMENT HAS BEEN PLAc.ED W/ a" EMBEDMENT UPLIFT CONNECTOR (5EE SCHEDULE) PROPERLY. USP USP r 3 USP SF T4 5PT24` USP 5PT4 a"Xa'X16° K.O. BLOCK WI I #5 GONt� . MOISTURE BARRIER 5EE FLOOR PLAN 1=08 ADDITIONAL INFORMATION. AND FIILEDSOLID W/GROUT C) OPENIINC:;5 LESS THAN OF, EQUAL TO /6'-0" IN WIDTH DO NOT 1 #5 VERT, IN GONG. FILLED CELL - REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON W/ 5TD. 90° HOOK IN K.O. BLOCK _ =_ -__ FLOOR PLAN. <NEE WALL AS( -)\/E 1-1A5VNF---- WALL [DE-r,Al! P T...r �'IC�A,L FILLED LINTEL - Cy_ SCALE: N.T.S. SQL SCALE: N.T.S. 1ZL HEADER SUPPORT NO. OF JACKS 4 STUDS REQ. AT OPENINGS N 2" x 4" WAIL 7" x 6" WALL STRAPS OPENING SIZE. (U.N.O. ON PL -AN) JACKS STUDS JACKS 5TUD5 Cq EA END EA END EA END EA END _ Ej 1' - 4' (I) (2) (1) (2) (1) USP LST430 4' _ 9' (2) (3) (2) (2) (1) USP LS -FA -301 (2) (3) (2) USP LSTA30 USP �PT4 5PT24 .,� _ -. ROOF TRU55 ABOVE � F 2.X TOP PLATE • • � � 2X E3LOCKIN6 OVERLAPPING 2X STUDS _ V NAILED ],r�- _ �-...� d TOE � nIL 5/8 x10, �� J�� f30LT \\l\\\'� \ INTO -10d NAILS '� 6" EA.IBLOCKING '24 O.G. MAX. --- - \\ \ FRAM N M MIN. (2) PER \ � r STAGGERED BOTTOM PLATE TRANSOM FRAMING \ FORM CONCRETE INSET -TO SECTION! 2X P.r. 5EE SECTION AA/51 \\- HOF OPENING VARIES FOF� BLOCK CONNECTION: SEE PLAN �i PLATE AND ��8/51 FOR \\\ ENTRY LL ABOVE / WUI CREATE A .`--)OLID BASE WALL ABOVE. ADDfTIONAL pETAILS \; -1/2"X9 1 /2" PLYWOOD— : \ U5P 5PT22 - `SEE FLOOR PLAN NOTES �-, K,.O. BLOCK UJ/(I) SCRAP MATERIAL-\ \ FOR REQUIRED USP 5PT4 -BOLTS a 24" D.C. -5 CONT. I J ._- CONNECTION USP 5PT4 USP 5PT4 MAX - FILLED /" REGE55 -2-ROWS 126 NAILS / LINTEL �r -5/g°X10" J -501-T6 STAGGERED � , �� r -- � �.� 2X P.T. PLACE � 2'-0" O.C. v4 /(/ Il O/.. EACH u - �/V ` FACE OR 3 -ROWS 126 NAILS - ° •� a `' MA50NR�" WALL FORM CREATES CONCRETE RECESS TO STAGGERED 1@ 12" O/C FOR a� - I E \ - �-� - .- - _ �. �. - �- , , T - °, HEADER2X8 P.T. BOTTOM PLATc �A !TNG BA_ NOT GARAGE DOOR AND TO ALLOW % 2x10 UR GREATER MOUNTING r- MOON TING BASE .SHOWN RECEIVE � SHOWN FOR CLARI I ( �f , ' IN POSITION 2x4 (NOM.) FOR WATER SHED. 2x CRIPPLES ;EE DETAIL BELOW � ` �`= --- f / 16" Or. Wl (2) ` ���� 5/G"xl(D" 'J" BOLT 4 24" O.G. MAX. SEAT FOR BLOCK IS , V -2x6 MOUN'IING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH — POURED IN PLACE CONCRETE ACE FOR FLAT MASONS TOOLS 12d TOENAILS :. � / T/B G (MIN. (2) PER BOTTOM PLATE) TO ALLOW SPr �l ��8x8x1rJ C.M.U. U5P 5PT4- -USP 5PT4 GARAGE FLOOR SLAB 5PT24- GRUWE FINISH _- `�.t�:.`. \ (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY -I (2) 2x HEADER SEE PLAN l Tl LL )I <tI> TRIAL OR CONS TRUC (-ION ME rHOD MAY BE U SED PROVIDED END SEE GENERAL NO fE� l i l MA 54 PRO CIEETS THE SHAPE AND DIMEN -_-IONS OF TI -115 DRAWING. /, ��-lad NAILS a 4" INTERIOR NEARER 106 NAILS �' U �'. 10d NAILS 6TAGGERED A STAGGERED _LOPE FORWARD- J n) 2x SILL PLATE W/ (2) FOR DRAINAGE , ; CaAnAGE FLOOR �.... a" OIC TYP. i30X :: -:� \ \ TRANSOM FRAMING (v A 'A<:_�F F_N7-)�...r: POF:.rl i`)ETAI 12d TOENAIL. '� tlltrlI�Ifi` t1lr,— HEADER EXTERIOR HEADERS — e BEYOND. DOUBLE 2 c ONLY SCALE: N.T.S. (1) 2x SILL PLATE W/ (2) \\- NAILED INTO / CRIPPLE STUD r r \\� / 1 � 12d-CUENAIL�. OF_:: \ rr�'.AN50M GARAGE DOOR TRACK MOUNTING BRACKET TYPICAL \ FRAixIING --�;—PLYWOOp -, _ (U.N.OJ LARGER THAN 4 Ft (2) 2x \\�A\ - k SHEATHING I�CJ�..IN�IN<c� X ,��7��II� SILL PLFl^•,TE W/ MP3 / TRANSOM FRAMING. \\� PLYWOOD FASTENED TO TRU55E5 ° -I ___1 Y CLIPS EACN SIDE SEE SECTION AA/SI AND \� \ WITH 8d COMMON WIRE NAILS 4" - �CE)4 GARAGE DOOR ROLLER GARAGE DOOR TRACK � r- BB/SI FOR ADD! rIONAL O/C BOUNDARIES 6" O/C EpGE; E' -2x 5TUD5 TYP. pETAILS \\\ a' O/C FIELD CONNECTION ASSEMBLY / \ - SEE PLAN FOR FOOTING DIMENSIONS TRAVEL DIRECTION OF �- j; f' - USP NTT16 TVP, U.N.O. U5P-r'Ll'WOOD f SEE N/54 1 5PT22 SNEATNWG __. , / GARAGE DOOR 1i C A A�vc� �N rf '�" PINI �N�L:J 1'IA AGN ,r" L)ET4IL ��`� `- Y�o�coP MASONRY — i P.T. BUT. PLATE ---REGE55 — 0 5/a°X10" J -BOLTS '� 24" O.C. USP WALL BELOW '' I-') MAX. (MIN. (2) PER BOTTOM -5(--ALE: N.T,5. 34 G 5PT4 LINTEL 5PT4 „� I��T%, es ' •• `:. PLATE) " HOLD DOWN CONNECTIONS ALTERNATE: ° a u ° ' NOT REQUIRED r:EARING ° ° -( 5/8' DIA. ATR EPDXIED BOTTOM OF MOUNTING BASE WALLS WITHOUT UPLIFT \ 2X8 P.T. BOTTOM- MIN. 6" INTO E30ND BE POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED - BLOCK WALL. RECESSED GARAGE FLOOh2. PLATE 9 24' O.C. PACE FOR GARAGE DOOR l r AND WATER SHED FORWARD(7Q) >=1AMIN C�tAI� AO\/NrF�' 1`1-115 DRAWING. WALL HEADER DETAIL`l x10° 'J" BOLTS 24" U.G. MAX. SCALE: N.T.B. 54 FArDTIAL INTE IGF ELFEVATION SCALE: N.T5. (MIN. (2) PER BOTTOM PLATE) C)GAL.E: N.T.S. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.ciarTscoefigineering.corrl a ow 0 02-03-09 N 10-20-09 zwo o 08.31.10 m 10.19.10 o0LL - z CLw�al uj Cq ¢ � W �V J O Ln Ej LC) .T I—~ W tW Lli Z :E0 V)U In Lu Z 0 ®U Z 0- V) 10 ME BESI OF THE ENCINEER'S ,NOWLEDGE AND BELIEF, THE STRUCTURAL 'LANS AND SPECIFICATIONS COMPLY WITH 200/ FLORIDA RESIDENTIAL BUILDING CODE INCLUDING 2009 SUPPLEMENT), SECTION 2301 FOR 120 MPH, 3 SEC, GUST, EXPOSURE 'C' ENCLOSED (INTERNAL PRESSURE COEFFICIENT=40.18) WIND ZONE_ THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IF IS SIGNED AND SEALED. SIGNED AND SEALED FOR Hifi STRUCTURAL PORTION OF [HIS DRAWIPIG ONLY. - 2011 LENNAR CORP: THIS PLAN MAY NOr BE REPRODUCED IN ANY. MANNER WITHOUF WRITTEN COrISENT FROM LENNAR CORPORATIOrl. 201 TdHESE DRAWI TOS AND DESIGNS ARE THE JOINT PROPERTY OF DAN= ENGINEERING, LLC AND IHE CLIENTON'THIS PROJECT. ANY REPRODUCTION OR UrIAUT HORILED USE IS PROHIBITED. - REVISION: DATE DESCRIPTION - 02-03-09 1.00 200/ FITC UPDATES Y. RLVISCD DETAILS CAA, CCIS3 F. Y./S3I-OR WALL OFF SEI '1"FI:OMSTEP 10-20-09 I.UT REVISED ULTAIL K/53 08.31.10 1.02 C140 STEEL 10.19.10 1.03 UPDATE DZIAIL K/54 04.13.11 IAA. RLVISCD NOrbUROP CABLE DETAIL VERSION NO. 1.04 /04.13.1 1 CA 25948 [] SAMUEL A. GREENBERG P.E. #34245 I -Kr} THUY H. HUYNH, P.E. #60122 IRWIN J. BENISON, P.E. #49758 ° 0 '`EN'OINEEWft-9�L ` r y Na. 60122 py rr SHEET TITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH SEE STRUCTURAL NOTES AND NAILINCxc 2x4 "T" 5LOCKING� -\ TOENAIL W/ (2) lod NAILS BAGKNAIL W/ (2) lod NAILS SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER/ SEE STRUCTURAL NOTES FACKNAIL W/ (2) Lob NAILS SEE STRUCTURAL NOTES 2x4 5LOC.:KINCi 24" O.C.AND NAILING SCHEDULE F R , AND NAILING SCHEDULE r 42 C.C. OP CORD -U5P RTIo OR EQUAL 2x4 OUTLOOKER Q 24 lord NAIL LOCKING FOR_f, - SHEATHING; DETAIL II c E�iR/\C.E REFER r0 SECTION -� EA. OUTLOOK- ,,�- 2'x`1 FOR SHEATHING DETAIL U�". (UPTIONAL -SEE "I " _ OUTI OOKER ELEVATIONS) r3AGKNAIL UJ/ 2x4 OUTLOOKER ATTAGNED lU/ I IA ON SWEET 55.1 IR5T FOUR -- ` �' _I - ?A" I'1A' _ F w 24" OC. I SEE STRUCTURAL — / 24 O/G FOR X -BRACING, OW5 OF • T X• _ __ - - ------ (2) lod NAIL5 lOd NAIL. 4 C / TOP CORD - _ - �5T ,'� 2X4 CONT"L" BRACE TOP CORD BLOCKING --U5P RTIo OR EQUAL NOTES AND NAILING TOP CORD - AND TOP CHORD BUSSES -USP RTIO OR c c O.C. T7-PICAL FASTENED W/ (2) I0d FOR FIRST FOUR ROWS A EA. OUTLOOKER SCHEDULE FOR r a BLOCKINC, FOR BLOCK.INC, DOES OF 2x4 CROSS ✓RACE- --� EQUAL 'a EA, FLOCKING FOR I CC c S c USP RTlo OR FIRST FOUR ROWS INFORMATION >HEATHINC.z APPROX. 8" FROM i. FIRST FOUR ROIUS OF � 3'� 24' OIC. GMIp OF TRUSSES � EDGES SHEATHING DG'rw11L CAIBLE TRUSS l.UEB OUTLODKER /I HEIGHT OF SHEATHING 'TYPICAL DOUBLE TOP PLATE EQUAL v EA. OF TRUSSES -, TYPICAL RIDGE FASTENED Al F TRUSSES � EDGES 2"x4" C;ROSS FRACE OUTLOOKER 4' i Ax. EDGES OF D()JBLF BRACIN6 DETAIL. 'S c • L' RACE TO EXTEND -2x3 SYP#2 "L' BRACE TO 2x4 GROSS BRAGF APPROX. % _ - WOOD TRUe5ES EACH JOINT W/ (2) lod � OF SHEATHING TYP, 2X4 KICKER � APPROX. �" FROM -L __ USE' WGAMlO W/ (4) � :-- 3 (2)lod TOE NAILS AT LEAST 90% OF �EF3 �'-0" OIG. '�� EX71 Np �) EAST ��oio r r SNEATIZING TYP. " a WEDCiE -i UoP 8 FROM RIDGE FASTENED AT �r ALE: N.T"5. -S LENT (SCE TABLE) / RIDGE FASTENED AT r 3/lo xl-3/ EA. END 2x4 GR055 BRACE - Or WEB LENGTH a SPT4 EA. EACH SUINT W/ (2) lod ? (2) L BRACE TO EXTEND FOLTS $ (4),5[)5 ,�-'� / -2x4 RAT RUN EACH JOINT W/ (2) � � 0 2x4 'T' 5LOC'KINr _ 2xo P.T. - GAFLE 'l'RUSS APPROX. 8" FROM \ NOTCH � BOTTOM STUD 106 TOE NAILS � EA. END AT LEAST 90io OF WEB �_. I , � ., �� RIJ55 VERT. WEB—I SILL RIDGE FASTENED AT CHORE) (SEE TABLE) lod S (2) lod TOE cr 1/4' x 1 1/2' SCREWS r / BRACING AT 24 / LENGTH (JOE TABLE) ?_x4 E3LOCK.INC�-_ 1/2 CE)X PLYWOOD OR 2Xo FRAMED WALL - SEE NAILS a EA. END O.G. ON TOP OF MAX.G 48_ BOTT, CHORD PACED ") 40" O/C AEACH JOINT W/ (2) I USP RT3A WITH -c36 E TRUSS 'o 48' O.C,. •/lo' O.iG :�NcATNING /- WALL SECTION FOR SP'AC'ING lod NAIL 106 d (2)106 TOE - �- FROM LEDGER TP 2x4 PANEL BLOCKING - I 1/2' CDX PLYWOOD OR L.FIRAC;E - FOR 4 TRUSS x4 PANEL FLOCKING 4S" O.C. FOR THE FIRST ATTACHED W/ lod ' „ -0" OF END WALL FROM EA, END T-i'P. 5OTTOI11 NAILS Q o" O.C. EDGES NAILS o EA. END �� BI OGKINCx -1/2 CDX PLYWOOD OR 1/l0 43" O/C FOR 'CNE 1/l0" OSB SHEATHING: ATTACHED W1 SPANS ATTACHED c GYPSUM WALL BOARD OSB SHEA'rWINC ATTACHED FIRST (4) ROWS OF ATTACHED UJ/ lod NAILS 10d NAII 6 � 4" \ U1/ 2 - lod AT EA. _ C. FIELD I GAFLE TRUSS ORP ATTACHED W/ (2) to -d TOENAILS 106X31'7 3° 2"x4° PANEL BLOCKING 4�" U.C. FOR THE FIRST W/ lod NAILS v o''' O.C. F-DGES TRUSSES FROM EA. o" O.G. EDGES AND 12" O.C. T 1'r�ICAl %` TRUSS JOINT O/C I I/2 CDX PLYWOOD OR _ �I r— - _ - (4) ROWS OF TRUSSES FROM EA. END TYP, , I1 - AND 12 O.C. FIELD END Tl'P. TOPS O.C. FIELD eAIBLE TFU55 WEE THROUGH CHORD l/l0 05p SHEATHING; " / BOTTOM CORD ATTACHED W/ (2) to -d TOENAILS �I -(2) 1Nod NAIL5 BOTTOM ATTACHED /-(2) lod NAILS _ INTO 2'x,' P.T. PLATE ATTACHED W/ 106 LU/ (2) to -d TOENAILS 2x 'T" ON TOP OF PANEL 6INCil� BRACINCT D� AI� (- j - 2x4 BLOCKING 24" x4 "T" ON TOP OF PANEL BLOCKING, l 1 2"x4" LEDGER (MATCH BOTTOM CHORD r r� 2x4 PANEL FLOCKINC, � 4b" -2x4 BLOCKING c i � - WEEP SCREED NAIL -5 6 0. . ED_.ES c c O/C lU/ 2 = lod < - AS'rEN WI'r�l lodx3" 4" O/C SLOPE OF ADJACENT 5C156OR TRUSS) r O.C. FOR THE FIRST (4) RUWa BLOGKNG, FASTEN WITH L5/al' OR I/2' NIaN STRENGTH - INSTALLED PER MANUF. / . AND I?-" O.C.. FIELD F OF TRU55=a FROM EA. END 2x4 "T ON TOP OF PANEL ,.��� -�:-. 106x3" '� 4" O/C SG'ALE: N.T.S. \,a� - TOENAILS � EA. END 5/0" OR 1/2" CEILING DENSE Gl PSUM WALL BOARD FASTENEE� 2'xo P.T. SIL["lei NOTCH L BRACE r CEILING ING BOARD PER CODE RACE. HERE �/� OR I/2 NIGH STRENGTH CEILING,, BOARD - DIAPNRACC�M - - ,� W/ 13/?" DR1"WALL NAILS OR f_ MOISTURE BARRIER " r - r�"P. TOP 3 BOTTOM ATTACHED3LOC.KING, FASTEN WITH c _ J �, , MASONRY WALL ITN �d COOLER NAILS URI 1/4" LONG DRYWALL SCREWS S/0' x 10 J E5OLT @ 4,5 OC. W/ (2) to -d TOENAILS f 10dx3 � 4 O/C DE FASTENED WITH Sd COOLER NAILS USP H<�A10 30 5LOGKINr; DRYWALL SCREWS 7" O/C OMPLYING WITH ASTM C1002 FOR FIRS,r 8'-0" FROM END WALL USP HTA20 OR EQ. a o'-0" Or. TYPICAL , r 4 PER CO LONG, DRYWALL SCREWS COMPLYING O.G. c - WEEP SCREED TOENAILS _ .1 .I INSTALLED PER MANUF. 4z O/C CEILING S a olc WALLS _ . ARCHITECTURAL FINISH 4" OIC TYPICAL -USF NT420 � EA. TRUSS ALTERNATE USP L-5TA1� STRAICaWT STRAP 4'-0" _ 5/8" OR 1/2" NIGH STRENGTH 2x4 LEE)GER (MATCH 50T10M WITH A5TM CI002 FOR FIRST b' -o" FROM END DE3L. TOP c - - - r,,, -GABLE TRUSS 3� Or. MINIMUM o" FROM r �I MOISTURE BARRIER STUD WALL 5/3"x 10 J' BOLT / VERT. WEB (24 OIC MAX.) O/C ALIGNED WI rN CABLE UJEB. ATTACH TO tRU55 CEILING; BOARD PER CODE CHORD SLOPE OF ADJACENT WALL � 4" O/C TYPICAL PLATE (SEE Tl'P. SECS 1- - - - - TRUSS VERTICAL PLATE 5PLICE5 W/ 3/10"x2"¢ F'L ATE WASHER / I1, " --_`` FASTENEDWITH e5d COOLER NAIL5 TRUSS) `` 24 EAcN SCUD W/1 -106x1 1/?. AND TO MA50NRY W/ (�) 311,o"x 2 1/4 IF r TAPCON5. _- __ oR 1 v4 LONG DRYWALL SCRELUS USP SPT (2) 2"xa" "L" 5RAGE- EXT, UJ4LL CONN. NON -LOAD NOTE: Ir EMBEDDED �- f r (� ' I ��� F' ,; T COMPLYING WITH ASTM G1002 FOR SCRAP MISSED VERTICAL �__ FIRST -0 'FROM END WALL � 41 �� ���(_,..� I (_,)� — FASTENED DE (3) Ilo PER SIDE E)F - RING LOCATION WEA- USE 51MPSON n / c OIC TYPICAL SCALE: N_T.5" - r NSTAM3o ON OUTSIDE GCALE: N. T. ��� A\ .� j eGALE: N.T..a. C� C �5LE a II SEE TYP. WALL SECTION FOR SCALE: 3/4' I -o ��0��TA t°��' ADDITIONAL INFORMATION. AS FUER H15 91 SCALE: N.T.S. `'» �.f1�1 - •- •- �d � o"O/G 2 x 4 BSL OCKINcx W/l2) IOd "X" i�RAGE SEE DET. 7CONTINUOIJS E30TTOM CHORD BRAGIN(s 2X4 MIN. cc c TOE NAILS @ EACH ENS WOOD TRUSSES 24" O/C (Tfi"P) X : X X 244 O.CC LUMBER a IN LINE WITHJACKS a (2) 16d COMMON NAILS or 0.128" x 3" GUN NAILS 12 v (see detail in eng puck fur yrude) i —� _VA_� _V\_V�' X: . ...... BRACING W/(3) IOd x 3" (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x ��" LAMINATIONS W/ (2) ROWS - ' r < < (' c c • EACH CONN. v 24 O/C OF STAGGERED 106 COMMON WIRE NAILS OF oTA_T�TERED 306 COMMON WIRE NAILS OF SrAGGEREU Sod COMMON WIRE / / ��:::-�``-• , (D = o.14�, L = 3) OR EQUAL (D = 0.201 , L 4 1/2) OR EQUAL NAILS (D = 0.201 , L 4 1/2) OR U5P HC Wl(4)-3/Io A -3/4"r -//i ... c c c „ M015TURE BARRIER EQUAL WEDGE BOLTS 3 (4) JDJ I/4 ----------.-_- -_ =�__ -% NO"FES: _ - / 16 _ l I - x 1 1/2" SCREWS _._ - - - - - 1... _- 1) ADJACENT NAILS A DRIVEN FROM ^ITT 4) FOR 4 -PLY PROVIDE 1/4" DIA, x 5 1/2" LAG SCREWS OR EQUAL BOND BEAM -- _— _! `}- ,_.-- E L R.-. DR E R UPPUS c -- �--_--�-_ SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3 -PLY) DROPPED FLAT 'OPS OF _MASONRY WALL HIPS FOR FRAMING - - r)F 1 IA A< C_ I FIUA 6 2) ALL NAILS PEKE FRAI E AT LEAST 3/4 OF THE FOR �-PLY, PRO /ID_ /4 D . x I __ _x J Rc J OR EQ L (C,I(zDER NO r DROPPED) NOTE: THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 -PLY) - ARCHITECTURAL FINISH I) SEE fiRU55 MANUFACTURER'S TRUSS ENGINEERING- 3) NGINEERING TDP -1 BOTTOM CHORD 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) o) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION GUT SHEETS FOR ADDITIONAL PERMANENT BRACINCc GABLE END BRACING 'a THAT MY BE REQUIRED 4'-0" O.G. MAX. FOR lod COMMON NAILS, (ONE INTO :EACH OUTSIDE FACE 2) "T" r3RAC;ING MAY E3E USEp IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES OF B.U.G., SAME NUMBER OF ROWS, SAME SPACING) EXT. l�J n �} ONN, NON - LOA�� - _ -_ oRAGIN<� PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE U1EB. -_-_ <.>\ T'�'� IC �� N II=(N �G1=I CSI �� FARING LOCATION (UNEVEN CL6.) � �- - ��R, BUILT -UF (_.OILUMNS- �^���.,c.>> SII �� Il— ...>= >�al * r-iwlr­l��r-1 � ..1x�ANENT r ....«S& f A� we r�>-Air SCALE: N.T.S. C % SEE TYP. WALL SECTION FOR SCALE: N.Ta. AS PEP, BC51 I=03 SCALE: N.T.S. c7>� ADDITIONAL INFORMATION. 2"x4" OUTLOOKER 24" c_c ,= ,- SCf56UR TRUSS PER JOINT TOP CHORD BLOCKING FOR 15T MINIMUM 2x FOUR ROWS CF TRUSSES, U51NG CROSS 5RACING (2) lod TOE NAILS Q EA. END (SEE PLAN FOR LOCATIONS) 106x3" O/C 2d X4' (2) lod PER i�) o' O/C (RUNNERS JOINT TYPICAL 12" Pj1AX. END JACK � I (C_.)1N �c���Ic� T _ --�'-� � � _ � I � � �h �� -11 � I��� STUD SPACING: NO 'L[1 BRACE Il' -0' MAX. (1) 2"x4" (U.N.O.) "L" BRACE 2"xo " (U.N.O.) "L" BRACE 24" 0'o" - 3'-0" 3'-0" - o' -o" o' -o" S GREATER )G15508 CABLE - (l) 211xa" 42 EACH \/EFITI(;AL AND (2) 2°xa° Pu LL NEIGH '@ DIAPHRAGTM Bi OCKINCi IL 3 ILLI X � M s R o oo�Q a iy iu I_ 11 Z�¢r� CORNER JACK won (@ LLLT I J Ln Tn L1 T-, I— LU Z�T LdJ Z dL W L91 <[ Q 0 v Z a Q V) TO TIIE BEST OF IHE ENGINEER'S F PLANS AND SPECIFICATIONS COMPLY WITH ql --------- v R301 FOR 120 MPH, 3 SEC. GUS I, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE d® I! 1 THIS ORAMIG AND DESIGN 15 VALID FOR 12 MONTHS AFTER TIIE DATE If 15 SIGNED AND SEALED. >F OF THIS DRAWINGONLY. 201 I LENNAR CORP. -THIS PLAN MAY NOT BE � ILI 6 2) ALL NAILS PEKE FRAI E AT LEAST 3/4 OF THE FOR �-PLY, PRO /ID_ /4 D . x I __ _x J Rc J OR EQ L (C,I(zDER NO r DROPPED) NOTE: THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 -PLY) - ARCHITECTURAL FINISH I) SEE fiRU55 MANUFACTURER'S TRUSS ENGINEERING- 3) NGINEERING TDP -1 BOTTOM CHORD 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) o) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION GUT SHEETS FOR ADDITIONAL PERMANENT BRACINCc GABLE END BRACING 'a THAT MY BE REQUIRED 4'-0" O.G. MAX. FOR lod COMMON NAILS, (ONE INTO :EACH OUTSIDE FACE 2) "T" r3RAC;ING MAY E3E USEp IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES OF B.U.G., SAME NUMBER OF ROWS, SAME SPACING) EXT. l�J n �} ONN, NON - LOA�� - _ -_ oRAGIN<� PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE U1EB. -_-_ <.>\ T'�'� IC �� N II=(N �G1=I CSI �� FARING LOCATION (UNEVEN CL6.) � �- - ��R, BUILT -UF (_.OILUMNS- �^���.,c.>> SII �� Il— ...>= >�al * r-iwlr­l��r-1 � ..1x�ANENT r ....«S& f A� we r�>-Air SCALE: N.T.S. C % SEE TYP. WALL SECTION FOR SCALE: N.Ta. AS PEP, BC51 I=03 SCALE: N.T.S. c7>� ADDITIONAL INFORMATION. 2"x4" OUTLOOKER 24" c_c ,= ,- SCf56UR TRUSS PER JOINT TOP CHORD BLOCKING FOR 15T MINIMUM 2x FOUR ROWS CF TRUSSES, U51NG CROSS 5RACING (2) lod TOE NAILS Q EA. END (SEE PLAN FOR LOCATIONS) 106x3" O/C 2d X4' (2) lod PER i�) o' O/C (RUNNERS JOINT TYPICAL 12" Pj1AX. 12 0.9 MAX. 0VF_:R L 1F_ Fr U5�� PRE-ENGINEERED AT LEAST TWO TRU S_SPACES r " OVERLAP WOOD TRUSSES -- 2X4 BRACING '@ 4S" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-106 9 EA. TRUSS (NOTE: BRACING MAY E3E PLACED ON EITHER TOP OR BOTTOM OF THE 50TTOM CORD) CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. NOTE: -MINIMUM (2) lod PER JOINT\MINIMUM�2�x4-`' 1) "L BF'AGE MUST EXTEND AT LEA5T 90io OF UJE P LENGTH EXCEPT, 5CI550F? CROSS BRACING ALTERNATE NUN=��RO _ DE _ GAE�IE UJI-ITCH REC,�UIr2E5 �1RACE TO EXTEND r=Ul I I-IEIC�TNT OF C,,4�1 E. _ v C `' �-tA �� N � � rAll 2) "L" !FR'.ArE TO 5E FASTENED TO GAELS STUD WITH IOdx3" NAIL5 @ 4" O/C- - C° C - _' - `.-,�-I°=�'-J =� t--�I�N�� ����1 °..� r ��� 1� Y� COSMETIC. DROP CEILIN(3 FRAMING SCALE: N.T.S. SCALE: N,T,S. SCALE: N.T.S. SCISSOR -I FU515 °_ -- UJ/�OF C;ILINGIAcIN<_ aTAIL MEAN WALL HEIG! 1 r UP TO 30'-0" SCALE: NT& I _GABLE TRUSS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 55 "L" BRACE W/ lob 4" O.C, 12 ` (SEE SCHEDULE FOR 51_/E--- 12 _\ AND LOCATION) a.9 MAX. _ "L' BRAC UJ/ 10!1 � 4 O/C (SEE SGHEIDULF FOR 517E AND LOCATION) SABLE TRU55 �5 4L a n ". n a a a e , _ — - END JACK � I (C_.)1N �c���Ic� T _ --�'-� � � _ � I � � �h �� -11 � I��� STUD SPACING: NO 'L[1 BRACE Il' -0' MAX. (1) 2"x4" (U.N.O.) "L" BRACE 2"xo " (U.N.O.) "L" BRACE 24" 0'o" - 3'-0" 3'-0" - o' -o" o' -o" S GREATER )G15508 CABLE - (l) 211xa" 42 EACH \/EFITI(;AL AND (2) 2°xa° Pu LL NEIGH '@ DIAPHRAGTM Bi OCKINCi 12 0.9 MAX. 0VF_:R L 1F_ Fr U5�� PRE-ENGINEERED AT LEAST TWO TRU S_SPACES r " OVERLAP WOOD TRUSSES -- 2X4 BRACING '@ 4S" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-106 9 EA. TRUSS (NOTE: BRACING MAY E3E PLACED ON EITHER TOP OR BOTTOM OF THE 50TTOM CORD) CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. NOTE: -MINIMUM (2) lod PER JOINT\MINIMUM�2�x4-`' 1) "L BF'AGE MUST EXTEND AT LEA5T 90io OF UJE P LENGTH EXCEPT, 5CI550F? CROSS BRACING ALTERNATE NUN=��RO _ DE _ GAE�IE UJI-ITCH REC,�UIr2E5 �1RACE TO EXTEND r=Ul I I-IEIC�TNT OF C,,4�1 E. _ v C `' �-tA �� N � � rAll 2) "L" !FR'.ArE TO 5E FASTENED TO GAELS STUD WITH IOdx3" NAIL5 @ 4" O/C- - C° C - _' - `.-,�-I°=�'-J =� t--�I�N�� ����1 °..� r ��� 1� Y� COSMETIC. DROP CEILIN(3 FRAMING SCALE: N.T.S. SCALE: N,T,S. SCALE: N.T.S. SCISSOR -I FU515 °_ -- UJ/�OF C;ILINGIAcIN<_ aTAIL MEAN WALL HEIG! 1 r UP TO 30'-0" SCALE: NT& I _GABLE TRUSS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 55 "L" BRACE W/ lob 4" O.C, 12 ` (SEE SCHEDULE FOR 51_/E--- 12 _\ AND LOCATION) a.9 MAX. _ "L' BRAC UJ/ 10!1 � 4 O/C (SEE SGHEIDULF FOR 517E AND LOCATION) SABLE TRU55 �5 4L a n ". n a a a e , _ — - 55 12 DOUBLE TOP PLATE 0.9 MAX. _ I -2X4 LEDGER - USP LSTA la STUDS a l0 O G I 11 11 11 1 DONT. BEARING C:�4�-�L� ENE) 5��-='..Aro�IIN<o�T DET/�Il_ END JACK � I (C_.)1N �c���Ic� T _ --�'-� � � _ � I � � �h �� -11 � I��� E!` D� E �JC��� �fi�A1"���-� �� � �N� �A�61Nr� � AIS .�Ak�,-- ._. DETAIL MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL SCALE: N.T.S. NOTES FOR WIND SPEED SPECIFICATION � MEAN WALL HEIGHT UP TO 30'-0" = SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. Il' -0' MAX. f. 813.645.9698 www.danscoengineering.com ;b CD •-1 LuN 0 1— o X � M s R o oo�Q a iy I_ 11 Z�¢r� CORNER JACK won (@ C J Ln Tn L1 T-, I— LU Z�T LdJ Z dL W L91 z Q Q 0 v Z a Q V) TO TIIE BEST OF IHE ENGINEER'S F PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE v R301 FOR 120 MPH, 3 SEC. GUS I, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIEN r = X0.18) WIND LUNE THIS ORAMIG AND DESIGN 15 VALID FOR 12 MONTHS AFTER TIIE DATE If 15 SIGNED AND SEALED. >F OF THIS DRAWINGONLY. 201 I LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN AFI'Y MANNER WITHOUT WRITTEN CONSENT FROM! ETINAR-CORPORATION. 201 I -THESE DRAWINGS AND DESIGNS ARE THE JOIIJT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. 55 12 DOUBLE TOP PLATE 0.9 MAX. _ I -2X4 LEDGER - USP LSTA la STUDS a l0 O G I 11 11 11 1 DONT. BEARING C:�4�-�L� ENE) 5��-='..Aro�IIN<o�T DET/�Il_ — pBl .TOP PLATE —vTUDS 0 16' O.C. CONT. r3EARING - U5f HGAI0 (Tl P.) U5P SPT24 _ -�_� ,_ --- T�-� _Y. _ �A�N�ruD _ � � � r � MEAN WALL HEIGHT P TO 30'-0" -1 EE STRUCTURAL I NOTES FUR WIND SPEEDLSPECIFIC ATIUN � I (C_.)1N �c���Ic� T _ --�'-� � � _ � I � � �h �� -11 � I��� E!` D� E �JC��� �fi�A1"���-� �� � �N� �A�61Nr� � AIS .�Ak�,-- ._. DETAIL MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL SCALE: N.T.S. NOTES FOR WIND SPEED SPECIFICATION � MEAN WALL HEIGHT UP TO 30'-0" = SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. NO O N -71,1 A DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com ;b CD •-1 LuN 0 1— o � M s R o oo�Q a Lu c Q, ��Qr\ Z�¢r� won J J Lu CD LLI J Ln Tn L1 T-, I— LU Z�T LdJ Z so W z Q Q 0 v Z a Q V) TO TIIE BEST OF IHE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENI), SLCIION R301 FOR 120 MPH, 3 SEC. GUS I, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIEN r = X0.18) WIND LUNE THIS ORAMIG AND DESIGN 15 VALID FOR 12 MONTHS AFTER TIIE DATE If 15 SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWINGONLY. 201 I LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN AFI'Y MANNER WITHOUT WRITTEN CONSENT FROM! ETINAR-CORPORATION. 201 I -THESE DRAWINGS AND DESIGNS ARE THE JOIIJT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION_ 02-03-09 I= 2o0/ FBC 00 ES & REVISED DeIAI S c:is3. =/S.3& K/S'3 FOR WALL [ 2 OFF Si " FROM S1 EP 10-20.01j 1.01 REVISEDDEIAIL K/S3 08.31.10 1.02 C,40 SIEEL 10.19.10 1.03 UPDAIE DETAIL KISA 04.13.1 1 1.04 REVISED NON DROP OMLE DEIAIL VERSION NO. 1.04 /04.13.11 CA 25948 SAMUEL A, GREENBERG, P.E. #34245 THUY H. FIUYNH, P.E. #60122 IRWIN J. BENSON,. P.E. #k49758 }-i l f pt "", '� •��NOINE.�R �E���: u � • No. 6012 � -p Q w Q•. .T�C0 -l7jw �9'� •��f 6 SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH _S5 NO O N -71,1 A N0N1-5E4\­_-',1N[�-r EXT. <N[E1:E-LLJALL � SCALE: 3/4" 1'-0" USP NU54IF CONGEALED FL=ANCiE HANG:Ei� UJ/ (i,) IOd IN`rC) E3EAm s (o) 3/lo" X I 3/4" TAF'CON5 USP HUS4aIF (UPLIFT CAP = 1302 Ib5) (GRAVITY CAP = 1202 Ib5) L INTE L�� /-\-r c-N,rr, .r w/,rRAN ��oi i � N SCALE: N.T.S.> I/I QCT. (WALL ERY ERY U #5 ED c JSS REFER TO SECTION 1 ON SHEET 55.1 FOR X -BRACING, AND TOP CHORD BLOCKING INFORMATION TO 1/2" CjAP BETWELN ' FOLATE k TRUSS SA10 O.C. > FRAME EXT. WALL �PT24 /@ EVERY R STUD AMINAL PLYWOOD OR NAILED W/ ad NAILS ;. BOUNDARIES, h" O.C. S, 44 12" O.C. FIELD TUDS AT to " O.C. USP UFSI=T WOOD 5EAI`'1 � HTA20 (SEE PLAN FOF , SIZE) AN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 TRANSOM OPENING 7'-4" AF.F. f. 813.645.9698 (2)2XaBEAM--� TRANSOM OPENING a �J cel 2 w � O Z15 j . F--1 M 0 crl:�, 00[El m awl Q � -- — PRECAST REC95 LINTEL (FILLED) woil _j Ln Ln PF'EGAST F?�CESS II LINTEL CFI__ED) Ln Ln �-J DOOR OPENING C W cj W Z O ;t5 REE3AR_---- DOOR OPENING w 0 L� 7 Q L O USP HUS4aIF (UPLIFT CAP = 1302 Ib5) (GRAVITY CAP = 1202 Ib5) L INTE L�� /-\-r c-N,rr, .r w/,rRAN ��oi i � N SCALE: N.T.S.> I/I QCT. (WALL ERY ERY U #5 ED c JSS REFER TO SECTION 1 ON SHEET 55.1 FOR X -BRACING, AND TOP CHORD BLOCKING INFORMATION TO 1/2" CjAP BETWELN ' FOLATE k TRUSS SA10 O.C. > FRAME EXT. WALL �PT24 /@ EVERY R STUD AMINAL PLYWOOD OR NAILED W/ ad NAILS ;. BOUNDARIES, h" O.C. S, 44 12" O.C. FIELD TUDS AT to " O.C. USP UFSI=T WOOD 5EAI`'1 � HTA20 (SEE PLAN FOF , SIZE) USP HTA20 (UPLIFT CAP = 1,615 L55) LINTELE) AT ENTRY' P(_--)C_)R J/T RAN 5G) [--I /HH) SCALE: N.T.S. REFER TO SECTION 1 ON SHEET 55,1 FOR X -BRACING, AND TOR CHORD 5LOGKING INFORMATION 6C1350R TRUSS 2"x 4" RAT RUN BRACING w 24" O.C. ON TOP OF BOTTOM CHORD FOR (4) TRUSS SPANS ATTACHED W/ 2-1o6 Q EACH TRU55 JOINT x 4" FLOCKING END NAILED I/ 7. -Tod 24" O.C. (MAX.) SL OCKING (TURNED > NAILED TO TOP PLATE 10d NAILS )OD FRAME EXT. WALL 5P 5PT24 VERY OTHER STUD STUDS AT lo" O.G. CDX PLYWOOD OR 1/10"055 IEA rNIN6 W1106 NAILS 0 01' O.C. EDGES 3 12" O/C FIELD. - U5P 5PT22 a EVERY OTHER 5TUD (WEEP SCREED INSTALLED PER MANUF. ;.0. BLOCK W/ (U a CONT. 3 FILLED x 10" "J" r --)CLT '@ V O.G. (STACaCsERED) / 2" DIA. x 3/10" LATE WASHER (TYPICAL) '.T. FURRING STRIP r- MANSONRY WALL (DESICiNED AS CANTILEVER) NON -BEAD INNr EXT. KNEE -W ALT_. SCALE: 3/4" = 1'-0" 2xa P.T. SUCK=CONNECT TO SLOC:K W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) I X 4 FURRING — ----- BLOCK HEADER 1/2" DRYWALL MAX SOLID BL -KG. AT TOP 5TWN. ARCH 5LKG, 4 BUCK ---_ Eno ad NAILS AT a" O.C. AT SUCK 2. x a 45` DIAGONAL (4) 10d NAILS INTO BRACF(3) --- 2 x a 5RACE/ 5L KG. l/lo" 058 CUT HOLE IN 0.5.8. FOR----_._ BUILT LIP PLWD. BUCK- ARCH PANEL �- SCRIBE (NOTCH) \ _ POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x a - CONNECT W1 ad NAILS 5RACE/ 51_KG. INSTALL WOW. SCREW ANCHOR 2 x 4 30L.ID f3LKG. (FULL WIDTH OF UJALL) E3TUJN. 055 INTO ARCH BLKC$. PER ARCH FACES W (4) 10d NAILS THRU 055 INTO 2 x a INSTALLATION DETAILS _ PROVIDE TAP( --CN PER UJDW. INSTALLATION DETAILS OR THRU I-1/2" THK. OR MORE BUCK WITHIN o" MIN. OF START OF ARCH 4 NNS [SET/41L i 5( --:ALE: BLOCK-IEADEF 1 X 4 FUFFING— ad NAILS a a"or-, AT BUCK - PROVIDE 2 x a DIAD. BRACE - BTWN. VERT. 5RACE3 WHEN NGT. OF 5RACF EXCEEDS 24" 2 x a VERT. BRACE(S) - 5UILT UP PLWD. SUCK = — SGRI5E (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ ad NAILS INSTALL WDW, SCREW f ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 2 x a BUCK - CONNECT TO 5LOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT -I/4" MAX INTO BLK.) SOLID 5LKG. AT TOP 5TWN. ARCH--� BLKG. 3 SUCK 2 x a VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN 0.513, ON THE IN51DE TO ALLOW FOR INSULATION TO 5E INSTALLED 7110" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF 5E( TION A -A 1/4" x 3 1/4" TAF�)CONS —LEAVE A CUT OUT IN 0.5.8. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x a 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE WALLS) 5TWN. OSB ARCH FACES W/ (4) EQUAL 10d NAILS THRU o3B INTO 2 x a __ 1 SGAL E: N.T.S. k�?_ 1 / 2 x 4 CRO53 BRACE AT SPP. NOTES F02 ROOF D14PI 11 41'1 NAILING SE'ECIFICATIONS RIDC�F FASTENED AT EACH JOINT UJ/ (2) 10d x 3" F USP RTIQ OR EQUAL �w FA. OUTLOOKER no 1)�\ \ TOP CORD 5L0CKINC-T FOR FIRST FOUR ROWS OF TRU55E5 �- i/ �EDr_TE5 of SHEATHING TYPICAL TOENAIL W/ (2) IOGI NAILS 2 x 4 "T" ON TOP OF PANEL BLOCKING, / FASTEN WITH 10d x 3" 5) 4" O/C CEILING RIDGE II - �' r � r r.. 2 x 4 PANEL SLO.�KIN� 4a O._,. ATTACHED W/ (2) Tod 'TOENAILS =' INTO BOTTOM CHORD. INTERIOR NIP VAULTS 0:12 SLOPE - ' ~`` 2x% i I/2" Df� r WALL -005 .JAMB (REFER -� )C 4 I/2" DRYWALL DOOR JAMB (REFER;-\ I X 4 I/2" DR'(WALL DOOR .JAMD (REFES\ F T TO 5Fi 1'. 5DW2-KI TO 5HT. 5DW2-KI TO 5HT. 5DW2-KI c FOR CONN. DETAIL , / / / FOR CONN. DETAIL -5 / i / / ; / /j // I x 1 FOR GONN. DF_TAIL5 X 21 FILL 80LIp X 4 % 3/16"TV X 3" LUNG ' FURi)INr 3/16"(p 3-I/2" LONG-- .1 FURRING 'r J 3-1/4 LONG X 5/16 N , , / ` FURRIN5 TAPGONS STArrEP ED /; X �Z/xu7l/ TAPCON. INTO w 16 O.G. 2 -ROWS a- rAf GOND 5TAGrERED BLOCK© 5PAGING 1 D E TAI L INJ-O MA5ONRY IX2) P.T. 5 tAGrERED U 16" O.G. 2-50)5 INTO ixb PER MANUFACTURE TIF:oUGI-1 1x4 P.T. 1 11 1/2� � � � I �. MA50N5Y T{-IRUUGH O� II DETAIL F— Ixb P.T. TO THE BEST OF THE ENGINEER'S Ixb P.T. T 2xb P.T. NOTCH WEE, AT THE 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009.SUPPI-WENT), SECTION Ix4 P.T.— 3/16" x 3 -I/21, D00R JAMF3 (REFER I x 11 - 1/2° DRYWALL AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION DOOR .JAMB (REFER TAPGON TO 5H1. 51)W2 -1<I FOR � 2011 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING. LLC AND THE 10 5111-. 5DW2-KI , CONN. DETAILS DATE DESCRIPTION 02.03 09 FOR CONN. DETAILSRod ©IZ" U.C.- _ I X 4 FUR RINr 1.01 REVISED DLfAIL K/S3 08.31.10 1.02 CraOSIFFI 10.19.10 2X& P.T. WITH 3/161'T X 3" 0,1. 13.11 1.04 REVISED NON-DBOP GAM F DFIAIL 2Xf� P.T. LONG TAPGON5 2Xr3 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, C� rA6rERED o 16" O,G. IRWIN J. BENSON, P.E. #49758 1/ I 2-ROW5 INTO MA50NRY 114 " 1-% E T A I L q • leo. 6 122 ; � T EU '41 4.1891§1 H all 2"x BOT. PLATE UJ/ (2) 10d x 6" P.C. — FC) E)' IN��T�LAICON ®® �.�N 4L;L;FfJ rA �l_ INC7T \] LTIc_:J1N ®� 3/4" PLYWOOD DECKING GLUED AND NAILED W/ — -) 8d CCMMON o 6' O.C. EDGES AND 12' Or. FIELD 11111111, DC-)N0T DC) Tl�fS ®® �' ® ® -ATTACHED WALL SHEATHING TO �® = "5 REBAR (TY�® 2X BOTTOM PLATE W/ ad a 4" O.C., YP,) ® �' ® 2 ROWS STAGGERED %®I 2x BAND J015T UJ/ FACE NAIL ®TD. 90° NOOK ITYPJ SEAT �— 10d w TOP 4 BTTP1 CHORD, OK (Tl -P.) ® ^,,- j METAL EA PLATE NOTE: AND (P,) FACE NAILS 106 'a LAP SHEATHING TO TRU55 VERT. WE6 F507TOM OF BAND JOIST TYPICAL ® I ® _ — USP HGAM1�0 12" O.C. Lu/4-5F-)S SpS 1/4x1 1/2" ® SCREUJS INTO BAND J0I5T 4 (4) 3/16'x1-3/4" WEDGE BOLTS INTO K.O. BLOCK �� ., NOTCH U 0 FFIIR5T COURSE — FIRST 2 COURSES 4* 40 �® — FILLED CELL PER FOUNDATION PLAN =-- 7- E T F�0P IFRI 0 I—I � 51 I G E I � 5-� E D �� � � s� �"" � E-_)'UILD(f U r �D oVE�� ��IZIH: E)0(-)F-U)INDOW C)F EININ(S1 > C,C FILLED CELL INO-TALLAT -DNr SEE TYP.2-5TORYWALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.5. G SCALE: N.T.S. 2x8 F.T. BUCK -CONNECT TO BLOCK SECTION W/ 1/4" x 3 1/4" TAF'CON ( 1 1/4" MIN. A_A EMBEDMENT INTO E3LKJ 1/4" MAX 1 X 4 FURRING— 50LID PLKG. AT TOP BTUJN. --- I I 1/4" x 3 1/4" TAPGONS 3LOGK HEADER _ ARCH BLKC-r. I BUCK — -d UF'LIF'P CAPAGLFY = 59�, FOR 1 5"TRAP 1/2." DRYWALL _ = ,09>a FOR 2 QTR P ad NAILS AT 8" O.C. AT BUCKr'\ 2 x 8 45'DIAr.ONAL -- ` (4) IOd NAILS INTO : - --LEAVE A GUT OUT IN 0.5.E3. ON j -I -PLY PRE-ENGINEERED TRUSS THE INSIDE TO ALLOW FOR 5RACE(5) 2 x 8 BRACE/ I5LKCT. -; 1_131-- F'TlO UJ! (0) Od X 1 1/2 i/IU OSB INSULATION TO 5E IN5TALLED PUILT UP PLWD. BUCK—� ARCH PANEL CUT HOLE IN 06,5. FOR-----_\ NAIL5 3 (4) 3/IG" DIA. TAPPEF,5 AREA 2 ` d 45 DIAGONAL AC x D L 3R E UJ/ 1 3/4" E1�iBEDf­1ENT POLY -CELL IN THIS ARCA - � SCRI3E (NOTCH) \ - * AT EA. FACE OF ARCH W/ (3) - 5ACK510E TO FIT ARCH (4) Iod NAILS INTO 2 x 8 - 10d NAILS AT EA. END CONNECT W/ 8d NAILS BRACE/ PLKG. INSTALL WDW, SCREW ANCHOR-/ 2 x 4 SOLID 5LKG. (FULL WIDTH OF WALL) BTWN. 055 --(5) 1/4"x2-1/4" TITEN5 INTO ARCH F31_KG. PER ARCH FACES W (4) 10d NAILS THRLI OSB INTO 2 x 8 PROVIDE TAP..ON WITHIN INSTALLATION DETAILS MIN. OF Sr�ACE ,4=,� PROVIDE T,-1PGON PER UJDUJ. INSTALLATION DETAILS OR Tr -IRU ---- 1-1/2." THK, OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH \ POND BEAM OR CAST 5TAFT OE AF'.G IN PLACE BEAM A FRCS �--I D F "FAIL / J 4' MAX, FDAD. 1 SCALE: N.T.S. cJ N.T.s. 2 x 8 BUCK - CONNECT TO SECTION BLOCK WITH 1/4" x 3 1/4" TAPCON N 1/4" MIN. EMF E ENT - - FILL let 4 (_-01L1R5E5 MAX INTO SLK.) SOLID Lu/GROUT 0.0 5LCDG♦ , NEADEiR SOLID BLKG. AT TOP PTWN. ARCH 1 X 4 FIJ= F?ING; 5LKC�1. 4 DUCK 8d NAILS 8" O.C. AT E3UGK M _- ==-- 2 x 8 VERT. UJ/ (2) 10d PROVIDE 2 x 8 DIAD. PNAILS AT EA. END RACE - PROVIDE (2) MIN. STWN. VENT. 5RACES WHEN HGT. FAFCON AT EA. OF BRACE EXCEEDS 24" SIDE BUCK - (I) LEAVE A GUT OUT IN 0.5.5. ON -�'' WITHIN 4" MIN. OF ?. x d VERT. 3RAGE(S) --- THE INSIDE To ALLOW FOR --- START OF ARCH INSULATION TO 5E INSTALLED OVERUAN"` DUILT UP PL WD. BUCK - - SCR'IDE (NOTCH) -- - 1/16" o53 ARCH PANEL 134CCONNECT GT W/ 6d NATO FIT ARCH. STAr�, GONT OF AFDC- �II WALL OVEFi-JANQ_ . [DETAIL (N l ) NILS �- `'�2 x 4 SOLID BLKG. (FULL WID'rkJ OF WALLS) STUJN. 055 ARCH FADES W/ (4J EQUAL EQUAL 4' 1-IAX, RAD. FOP: OVERHANC,& 5ETWEEN 3/01' TO 1 1/2" INSTALL IUD), SCREW CH 10d NAILS THRIJ 055 INTO 2 x ANCHOR INTO ARNOTE: FOR O/ERNANC�9 LESS THAN 3/z" - NO REPAIR REO'D.1 SLKG. _ PER INSTALLATION DETAILS_ ARC_G�H L) r,41 L <FOR OVERUANczS 5ETWEEN OVER 1 1/2„ W7 CONTACT ENC-TINEER OF RECORC) FOR SCALE: N.T.S. 7152 � FUT?ruER INSTRucT1oN5. NOTE: IF RETROFIT FILLED CELL CONDITIONS G;L45S 5LOG< INSTALLATION PERFORMED IN ACCORDANCE WITH FRC: / FF3C: EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD > ,, ,_ " � � n r' ,� �, I r � • � FOR ADDITIONAL INSTRUCTION, A) GOVrR '5ILL Aiz:EA IUITH A HEAVY GOAT OI A,',F HALT EP -`ILII � ION. ALLOIU EI"'1ULSION TO D!;. ' 1) FTEs' FINAL f'10RT AFR SET (APF FIOX, _4 HOURS), INSTALL F4(, :,JNC; TIGHTLY F',EAUEEN AT LEAST 2 1 01FS DEF()Fl, E PL.ACINC-i MORTAF , CsLASS 5LOCK PANEL AND JAMU AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. — MASONRY WALL. SEE PLAN FOR u)) 417.)1-IEF'E EXPANSION 51`RIF1'5 TO JAI-155AND HEAL.). MAKE GEF-.'TAIN EXPANSION STRIF J) AFFL`' SEALANT EvENLY TO THE FULL CaEPTH OF REC::E55E5 IN AGGORDA��C NCE IUITH TI REINFORCING. PROVIDE LOWER r\ EXTENDS TO SILL. MANUFACTI.If-'ER'`'� AfOPL IGATION MANl.14L AND IN�aTRUCTIONS, HOOKED DOWEL _ EXISTING FOND SEAM. r C) STET A FULL 1"1OPTAR E3ED JOINT, APPLIEfa TO SILL. K) A MAXIMUM OF 6O 50UAFE FEET OF C7LAa5 5LOCK, MAY F3F IN,-�TAL L ED IN ANT OPENING=,. FOR WIND SPEEDS IIF' 10 110 1°'IPI-11, f'E(� F -'I fTSBL1RG GORNING REC:Oh-`11"'IFNE)ATION5 FOR D) SET l_OIUEF' GC�l.1F'SE (:)F G�LOC:P".. MAIN CAIN A IJNIFOF M JOINT IUIC)TN OF 3/," PLUS C:�FMINl.1S `-- I/e". ALL MORTAF JOINTS I"lUSf E)E FULL AND NOT FUF�',R01LP. ALL 1`10PTAF SHALL E)E INSTALLATION OF CTLAS>> SLOC.�;. r ) c AT PERIMETER I — DRI 5AR41X6" MIN. HOLE Ti PE "'a ChR "N". STEEL TOOLS ML13T NOT 5E USED TO TAP E�LOC.F,S INTO POSITION. (P1 -ACE EXP ANa1CN aTR11 II W.W.M. N EPDXY A RUE)E`)E ? GF:U I GH IIP ON END OF THOLUEL TO TAP E LOC:i : INTO F'OSITION.) DO NOT ,"- (1) #5 5AR5 DONT. I I WHERE THIS CONDITION CTAP TO PREVENT LEAKAGE 2C� c S. r >ANcL REALIGN, TAP, OR OTHERIUISE MOVE �>LoC';r:. AFTFF INITIAL PLACEIIENT, FOR SOLID ILS G L A5f� � f/ � � � OCCURS )— a i TOr )ITN MIN. 3 .- �"� I 5LOC:1' IT I`,IA i L',E NEGES5AI i TO LX -)E WEDGES IN CI lL f"10F'.IAF"'. JOINTS OF FHE LOWEf? 1C:N�:�fi ... / I f �/6 EME�EDDrrD INTO ClOUF SL5 10 F'F.LVENI THE I'IORTAF: FP(DI"I BEING; "50UEEZED" OUT. /1/4" EXt�AN510N - I -_ �, _p r ! EXISTING 5OND SEAM /.. �� I I --F.F, c� E) INSTALL PANEL f?EINFOf?C.INCT IN EVEF OTHE1? 1'"1O1?TAR -,ED 1ICJF'IZC_.)�dFAL-L7 �1ND IPI JOIi,IT°, Cja. PANEL ('- E�OLT (2 t r t _— E -_ ='OVC AND ['ELOW ALL OFFNINC��, l.I.IITI115 E�ANEL'i (THE ��AI"1E c�f�Ar_-.I�IC, �� � � -` _ � � L 11''11''11 f �1A 11.1- `f AI r F> INrUr"'G11�1�r ANC'NC' 7rz) _ (HALL APPLY TO PANEL AI�ICHORS WHEN I15ELa AT JAf"155 AND NEAD'� IN LIEU OF CHANNEL ,�. .�-- "- '� � -x- L> - � � � - � _ >- �.�FILL DELL FULL HEIGHT W/ (r\/P-: f%�® .� ,�= Tt `� 1 NON SHRINK GROUT, OF CHASE SLIRf'OUNDSJ f?I.IN REINI C.)RC,INC, CONTINUOUSLY FF 01"1 ENL.) TO END OF F'ANEL(�, / ��. `� O A II�rO' GING NOT 55 THAN IN_'H�.� W�IEN /E1, IT 15 NE.:: �. �n I / / (9- } RE ` R LL r, �r E r E5 TO U,,E MORE �l/. r~/f N51CJN STRIP THAN ONE LENGTH. DO NOT L'F ID(IF EiCf�ANS`,ION JOINTS WITH F?EINFOF�GINCs. IN5TAF 1_ I C �rINFO ?C:INC A5 FOI OlUS:�/ X I \ \/ LL ;L / \ ( 1 f T __ l= - C Cafi4DE �. #5X6' EM5EDDED INTO f AL>= LOLULR 414LF O� MOIRT41R IN DED JOIN F. DO NOT FUF; .OIU, J/ = I n / �- �,•/ \'"...� {... �'' - EXI5TINCi FOOTING 2-#5X6' I CONC. _ � N N. F_)F PANEL F'CINFORC:INC.T INTO PLACE. ��/ `F -\ F r,7 `y L �� =3 �- 1 GOVEF? PANEL REINFO-FC,'ING WITH UPPEFr HALF OF MOR TAF'.. F3ED AND TR..01J.1E1 / f.;l %1" I'11N. LAr 5FLIGE _ - \ j <C - FILLED CELL i -�., LU/ iE1�1Fr>fC:IN�_� `' • I F' `��� DRILL 3/41'X6" MIN. HOLE ST100TH. LSO NO FUf?ROLU. i > n NEL L ° SET BAR IN EPDXY "r --- - F) PLACE FULL f'1(DHTAP r,ED FOP JOINTS, NOT REOUIRING PANEL REINFOFRCING� - DO NOt REBAR. MIN. 3" FI..IF'NOUJ. MAINTAIN UNIFOiRM JOINT WIDTH, ice" 111N. LAP � COVER EA. WAY COET JL.IC�CEEDINC.t COUFI':E OF BLOCi-`,.5, SPAC=E AT HEAD OF PANEI ANF: 5FLIC F= � I ! �•� s (' ` . `JAf1E3S MLL-',T / � lO � 1 NOTE: REMAIN REE OF MORTAR?. / � 1 SEE CLA55 3LOC•1 =4" SAW CUT H) STFIr;:E JOINT S1,100TH WHILE MOPTAF` 15 STILI_ PL45TIG AND 5EFOF?E FINAL 'c)ET. AT THIS � � - , --"-- 1 i � 111 F F�AI'L OLIf ALL SF-'AC:L.`.') r EOUIF'ING SEALANT TO A L)EPT1-1 E«UAL TO THE WIDTH OF THE �1.ALANI' INET-^I_Lr^TION HOT=S, SPAC:CS. 1;EI"ROVE SUFFLUS MORTAR FROM FACES 01"" GLA55 BLOC K5 AND IUIPE DR''1' ��I ��I -) r r ,7 ,� n r -C' r C r. r v fFt 1.- f,. (—✓ `.--•' "l. DEE A I L� r � TOOL JOINTS S� ,IGOTH AND CONCAVE, F EFOf •.E MO1;Tnt . TA<E5 FINAL a= F. (F,mc)VE � � _ - /� � � �� YI � I � c _ , - > >r n r , (110 111 h FASTE5T WIND - 1�0 mph, EC, /_tLIaT. FPC TASLE f 3Dl �.1._1�) t -•� EXISTING FOOTING WED(�E.� FF:Of'I L�LULF, r:.oLIF,.�C� OF _,OLID 5L O K6 AND F -DINT THE VOIDS WITI-1 1"IOF,IAF,.) � - p (RIG) n1�h FA NEST WIND = 13.0/.) mph, 3 SEC. CTU5T, FDC TADL-E 16(06.1 �,1J SCALE: N.T.S. SCALE: 3/4" = 1'-0" --- SCALE: N,T,S. III, DANSCO SCO ENGINEERING, LLC P.O. BOX 3400 t p. 813.645.0166 f. 813.645.9698 www.danscoengineering.corn 15 RE15AR (T 0 N O I— ��m FILL 80LIp oo-uj� Q BOTH CELLS /:. �Z/xu7l/ z 1_j Lu p V w Lr) Lf) L0 LLQ v> L1J Z O � I� 0 Z Q MA` Q U Z 0- F— V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL NOTCH WEE, AT THE 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009.SUPPI-WENT), SECTION R30I FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INFERNAL PRESSURE COEFFIC'IENI'= 10.18) WIND ZONE �® = "5 REBAR (TY�® 2X BOTTOM PLATE W/ ad a 4" O.C., YP,) ® �' ® 2 ROWS STAGGERED %®I 2x BAND J015T UJ/ FACE NAIL ®TD. 90° NOOK ITYPJ SEAT �— 10d w TOP 4 BTTP1 CHORD, OK (Tl -P.) ® ^,,- j METAL EA PLATE NOTE: AND (P,) FACE NAILS 106 'a LAP SHEATHING TO TRU55 VERT. WE6 F507TOM OF BAND JOIST TYPICAL ® I ® _ — USP HGAM1�0 12" O.C. Lu/4-5F-)S SpS 1/4x1 1/2" ® SCREUJS INTO BAND J0I5T 4 (4) 3/16'x1-3/4" WEDGE BOLTS INTO K.O. BLOCK �� ., NOTCH U 0 FFIIR5T COURSE — FIRST 2 COURSES 4* 40 �® — FILLED CELL PER FOUNDATION PLAN =-- 7- E T F�0P IFRI 0 I—I � 51 I G E I � 5-� E D �� � � s� �"" � E-_)'UILD(f U r �D oVE�� ��IZIH: E)0(-)F-U)INDOW C)F EININ(S1 > C,C FILLED CELL INO-TALLAT -DNr SEE TYP.2-5TORYWALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.5. G SCALE: N.T.S. 2x8 F.T. BUCK -CONNECT TO BLOCK SECTION W/ 1/4" x 3 1/4" TAF'CON ( 1 1/4" MIN. A_A EMBEDMENT INTO E3LKJ 1/4" MAX 1 X 4 FURRING— 50LID PLKG. AT TOP BTUJN. --- I I 1/4" x 3 1/4" TAPGONS 3LOGK HEADER _ ARCH BLKC-r. I BUCK — -d UF'LIF'P CAPAGLFY = 59�, FOR 1 5"TRAP 1/2." DRYWALL _ = ,09>a FOR 2 QTR P ad NAILS AT 8" O.C. AT BUCKr'\ 2 x 8 45'DIAr.ONAL -- ` (4) IOd NAILS INTO : - --LEAVE A GUT OUT IN 0.5.E3. ON j -I -PLY PRE-ENGINEERED TRUSS THE INSIDE TO ALLOW FOR 5RACE(5) 2 x 8 BRACE/ I5LKCT. -; 1_131-- F'TlO UJ! (0) Od X 1 1/2 i/IU OSB INSULATION TO 5E IN5TALLED PUILT UP PLWD. BUCK—� ARCH PANEL CUT HOLE IN 06,5. FOR-----_\ NAIL5 3 (4) 3/IG" DIA. TAPPEF,5 AREA 2 ` d 45 DIAGONAL AC x D L 3R E UJ/ 1 3/4" E1�iBEDf­1ENT POLY -CELL IN THIS ARCA - � SCRI3E (NOTCH) \ - * AT EA. FACE OF ARCH W/ (3) - 5ACK510E TO FIT ARCH (4) Iod NAILS INTO 2 x 8 - 10d NAILS AT EA. END CONNECT W/ 8d NAILS BRACE/ PLKG. INSTALL WDW, SCREW ANCHOR-/ 2 x 4 SOLID 5LKG. (FULL WIDTH OF WALL) BTWN. 055 --(5) 1/4"x2-1/4" TITEN5 INTO ARCH F31_KG. PER ARCH FACES W (4) 10d NAILS THRLI OSB INTO 2 x 8 PROVIDE TAP..ON WITHIN INSTALLATION DETAILS MIN. OF Sr�ACE ,4=,� PROVIDE T,-1PGON PER UJDUJ. INSTALLATION DETAILS OR Tr -IRU ---- 1-1/2." THK, OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH \ POND BEAM OR CAST 5TAFT OE AF'.G IN PLACE BEAM A FRCS �--I D F "FAIL / J 4' MAX, FDAD. 1 SCALE: N.T.S. cJ N.T.s. 2 x 8 BUCK - CONNECT TO SECTION BLOCK WITH 1/4" x 3 1/4" TAPCON N 1/4" MIN. EMF E ENT - - FILL let 4 (_-01L1R5E5 MAX INTO SLK.) SOLID Lu/GROUT 0.0 5LCDG♦ , NEADEiR SOLID BLKG. AT TOP PTWN. ARCH 1 X 4 FIJ= F?ING; 5LKC�1. 4 DUCK 8d NAILS 8" O.C. AT E3UGK M _- ==-- 2 x 8 VERT. UJ/ (2) 10d PROVIDE 2 x 8 DIAD. PNAILS AT EA. END RACE - PROVIDE (2) MIN. STWN. VENT. 5RACES WHEN HGT. FAFCON AT EA. OF BRACE EXCEEDS 24" SIDE BUCK - (I) LEAVE A GUT OUT IN 0.5.5. ON -�'' WITHIN 4" MIN. OF ?. x d VERT. 3RAGE(S) --- THE INSIDE To ALLOW FOR --- START OF ARCH INSULATION TO 5E INSTALLED OVERUAN"` DUILT UP PL WD. BUCK - - SCR'IDE (NOTCH) -- - 1/16" o53 ARCH PANEL 134CCONNECT GT W/ 6d NATO FIT ARCH. STAr�, GONT OF AFDC- �II WALL OVEFi-JANQ_ . [DETAIL (N l ) NILS �- `'�2 x 4 SOLID BLKG. (FULL WID'rkJ OF WALLS) STUJN. 055 ARCH FADES W/ (4J EQUAL EQUAL 4' 1-IAX, RAD. FOP: OVERHANC,& 5ETWEEN 3/01' TO 1 1/2" INSTALL IUD), SCREW CH 10d NAILS THRIJ 055 INTO 2 x ANCHOR INTO ARNOTE: FOR O/ERNANC�9 LESS THAN 3/z" - NO REPAIR REO'D.1 SLKG. _ PER INSTALLATION DETAILS_ ARC_G�H L) r,41 L <FOR OVERUANczS 5ETWEEN OVER 1 1/2„ W7 CONTACT ENC-TINEER OF RECORC) FOR SCALE: N.T.S. 7152 � FUT?ruER INSTRucT1oN5. NOTE: IF RETROFIT FILLED CELL CONDITIONS G;L45S 5LOG< INSTALLATION PERFORMED IN ACCORDANCE WITH FRC: / FF3C: EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD > ,, ,_ " � � n r' ,� �, I r � • � FOR ADDITIONAL INSTRUCTION, A) GOVrR '5ILL Aiz:EA IUITH A HEAVY GOAT OI A,',F HALT EP -`ILII � ION. ALLOIU EI"'1ULSION TO D!;. ' 1) FTEs' FINAL f'10RT AFR SET (APF FIOX, _4 HOURS), INSTALL F4(, :,JNC; TIGHTLY F',EAUEEN AT LEAST 2 1 01FS DEF()Fl, E PL.ACINC-i MORTAF , CsLASS 5LOCK PANEL AND JAMU AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. — MASONRY WALL. SEE PLAN FOR u)) 417.)1-IEF'E EXPANSION 51`RIF1'5 TO JAI-155AND HEAL.). MAKE GEF-.'TAIN EXPANSION STRIF J) AFFL`' SEALANT EvENLY TO THE FULL CaEPTH OF REC::E55E5 IN AGGORDA��C NCE IUITH TI REINFORCING. PROVIDE LOWER r\ EXTENDS TO SILL. MANUFACTI.If-'ER'`'� AfOPL IGATION MANl.14L AND IN�aTRUCTIONS, HOOKED DOWEL _ EXISTING FOND SEAM. r C) STET A FULL 1"1OPTAR E3ED JOINT, APPLIEfa TO SILL. K) A MAXIMUM OF 6O 50UAFE FEET OF C7LAa5 5LOCK, MAY F3F IN,-�TAL L ED IN ANT OPENING=,. FOR WIND SPEEDS IIF' 10 110 1°'IPI-11, f'E(� F -'I fTSBL1RG GORNING REC:Oh-`11"'IFNE)ATION5 FOR D) SET l_OIUEF' GC�l.1F'SE (:)F G�LOC:P".. MAIN CAIN A IJNIFOF M JOINT IUIC)TN OF 3/," PLUS C:�FMINl.1S `-- I/e". ALL MORTAF JOINTS I"lUSf E)E FULL AND NOT FUF�',R01LP. ALL 1`10PTAF SHALL E)E INSTALLATION OF CTLAS>> SLOC.�;. r ) c AT PERIMETER I — DRI 5AR41X6" MIN. HOLE Ti PE "'a ChR "N". STEEL TOOLS ML13T NOT 5E USED TO TAP E�LOC.F,S INTO POSITION. (P1 -ACE EXP ANa1CN aTR11 II W.W.M. N EPDXY A RUE)E`)E ? GF:U I GH IIP ON END OF THOLUEL TO TAP E LOC:i : INTO F'OSITION.) DO NOT ,"- (1) #5 5AR5 DONT. I I WHERE THIS CONDITION CTAP TO PREVENT LEAKAGE 2C� c S. r >ANcL REALIGN, TAP, OR OTHERIUISE MOVE �>LoC';r:. AFTFF INITIAL PLACEIIENT, FOR SOLID ILS G L A5f� � f/ � � � OCCURS )— a i TOr )ITN MIN. 3 .- �"� I 5LOC:1' IT I`,IA i L',E NEGES5AI i TO LX -)E WEDGES IN CI lL f"10F'.IAF"'. JOINTS OF FHE LOWEf? 1C:N�:�fi ... / I f �/6 EME�EDDrrD INTO ClOUF SL5 10 F'F.LVENI THE I'IORTAF: FP(DI"I BEING; "50UEEZED" OUT. /1/4" EXt�AN510N - I -_ �, _p r ! EXISTING 5OND SEAM /.. �� I I --F.F, c� E) INSTALL PANEL f?EINFOf?C.INCT IN EVEF OTHE1? 1'"1O1?TAR -,ED 1ICJF'IZC_.)�dFAL-L7 �1ND IPI JOIi,IT°, Cja. PANEL ('- E�OLT (2 t r t _— E -_ ='OVC AND ['ELOW ALL OFFNINC��, l.I.IITI115 E�ANEL'i (THE ��AI"1E c�f�Ar_-.I�IC, �� � � -` _ � � L 11''11''11 f �1A 11.1- `f AI r F> INrUr"'G11�1�r ANC'NC' 7rz) _ (HALL APPLY TO PANEL AI�ICHORS WHEN I15ELa AT JAf"155 AND NEAD'� IN LIEU OF CHANNEL ,�. .�-- "- '� � -x- L> - � � � - � _ >- �.�FILL DELL FULL HEIGHT W/ (r\/P-: f%�® .� ,�= Tt `� 1 NON SHRINK GROUT, OF CHASE SLIRf'OUNDSJ f?I.IN REINI C.)RC,INC, CONTINUOUSLY FF 01"1 ENL.) TO END OF F'ANEL(�, / ��. `� O A II�rO' GING NOT 55 THAN IN_'H�.� W�IEN /E1, IT 15 NE.:: �. �n I / / (9- } RE ` R LL r, �r E r E5 TO U,,E MORE �l/. r~/f N51CJN STRIP THAN ONE LENGTH. DO NOT L'F ID(IF EiCf�ANS`,ION JOINTS WITH F?EINFOF�GINCs. IN5TAF 1_ I C �rINFO ?C:INC A5 FOI OlUS:�/ X I \ \/ LL ;L / \ ( 1 f T __ l= - C Cafi4DE �. #5X6' EM5EDDED INTO f AL>= LOLULR 414LF O� MOIRT41R IN DED JOIN F. DO NOT FUF; .OIU, J/ = I n / �- �,•/ \'"...� {... �'' - EXI5TINCi FOOTING 2-#5X6' I CONC. _ � N N. F_)F PANEL F'CINFORC:INC.T INTO PLACE. ��/ `F -\ F r,7 `y L �� =3 �- 1 GOVEF? PANEL REINFO-FC,'ING WITH UPPEFr HALF OF MOR TAF'.. F3ED AND TR..01J.1E1 / f.;l %1" I'11N. LAr 5FLIGE _ - \ j <C - FILLED CELL i -�., LU/ iE1�1Fr>fC:IN�_� `' • I F' `��� DRILL 3/41'X6" MIN. HOLE ST100TH. LSO NO FUf?ROLU. i > n NEL L ° SET BAR IN EPDXY "r --- - F) PLACE FULL f'1(DHTAP r,ED FOP JOINTS, NOT REOUIRING PANEL REINFOFRCING� - DO NOt REBAR. MIN. 3" FI..IF'NOUJ. MAINTAIN UNIFOiRM JOINT WIDTH, ice" 111N. LAP � COVER EA. WAY COET JL.IC�CEEDINC.t COUFI':E OF BLOCi-`,.5, SPAC=E AT HEAD OF PANEI ANF: 5FLIC F= � I ! �•� s (' ` . `JAf1E3S MLL-',T / � lO � 1 NOTE: REMAIN REE OF MORTAR?. / � 1 SEE CLA55 3LOC•1 =4" SAW CUT H) STFIr;:E JOINT S1,100TH WHILE MOPTAF` 15 STILI_ PL45TIG AND 5EFOF?E FINAL 'c)ET. AT THIS � � - , --"-- 1 i � 111 F F�AI'L OLIf ALL SF-'AC:L.`.') r EOUIF'ING SEALANT TO A L)EPT1-1 E«UAL TO THE WIDTH OF THE �1.ALANI' INET-^I_Lr^TION HOT=S, SPAC:CS. 1;EI"ROVE SUFFLUS MORTAR FROM FACES 01"" GLA55 BLOC K5 AND IUIPE DR''1' ��I ��I -) r r ,7 ,� n r -C' r C r. r v fFt 1.- f,. (—✓ `.--•' "l. DEE A I L� r � TOOL JOINTS S� ,IGOTH AND CONCAVE, F EFOf •.E MO1;Tnt . TA<E5 FINAL a= F. (F,mc)VE � � _ - /� � � �� YI � I � c _ , - > >r n r , (110 111 h FASTE5T WIND - 1�0 mph, EC, /_tLIaT. FPC TASLE f 3Dl �.1._1�) t -•� EXISTING FOOTING WED(�E.� FF:Of'I L�LULF, r:.oLIF,.�C� OF _,OLID 5L O K6 AND F -DINT THE VOIDS WITI-1 1"IOF,IAF,.) � - p (RIG) n1�h FA NEST WIND = 13.0/.) mph, 3 SEC. CTU5T, FDC TADL-E 16(06.1 �,1J SCALE: N.T.S. SCALE: 3/4" = 1'-0" --- SCALE: N,T,S. III, DANSCO SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.corn 0 N O I— ��m S�'Mo oo-uj� Q Q�Q1. z 1_j Lu p V w Lr) Lf) L0 LLQ v> L1J Z O � Uw 0 Z Q Q Q U Z 0- F— V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009.SUPPI-WENT), SECTION R30I FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INFERNAL PRESSURE COEFFIC'IENI'= 10.18) 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 OF THIS DRAWING ONLY, 2011 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING. LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.03 09 1 W 2007 NBC UPDATES 1. PwISFD DH UL' C/53, CC/53 F, K/S3 FOR WALL OFF SFI T FROM STEP 10-20-09 1.01 REVISED DLfAIL K/S3 08.31.10 1.02 CraOSIFFI 10.19.10 1101 UPDA I DETAIL K/S4 0,1. 13.11 1.04 REVISED NON-DBOP GAM F DFIAIL VERSION NO. 1.04 /04.13,11 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 •ss sem, h q • leo. 6 122 ; � T EU '41 4.1891§1 H all .._1 SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DL REVIEWED BY: TH ss -7 //1 /0' As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components 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 local product supplier should you not know the product approval number for any of the applicable listed products. Cate or /Subc at eUoa 1. EXTERIOR DOORS Manufacturer Product Descri tion Approval Numbers Test Pressures A. SWINGING Plastpro Inc.! Nanya Plastics Distinction Fiberglass Entry Doors 8 1 FL61 4-Rp +65.01-65.0 sf H3 FL10456 ThermaTru Smooth Star/Fiber-Classic FL8838-R1 +55.01-55.0 psf FL10456 Hurricane Tie ThermaTru Smooth Star/Fiber-Classic FL12441 +47.01-47.0 psf B. SLIDING General Aluminum Company Series 4201430 FL12274 +40.01-40.0 psf C. SECTIONAL Clopay Building Products P � Residential VVindCode Doors W5 (8X7j 5-83 FL567p +30.0/-32.0 sf FL817-R1 HDQ8-SDS3 Clopay Building Products Residential VV1ndCode Doors W5 (16X7) FL5675-R3 +30.01-30.0 psf HETA16 (ujecfin vind3pee 3ove, 120mp(j Clopay Building Products Residential VVindCode Doors W6 8X7 FL5675-R3 +37.0%41.0 psf FL11473 (vs-ei in v.-Ind;fieedsover120tnri) Clopay Building Products Residential VVindCode Doors W6 (16X7) FL5675-R3 +37.01-37.0 psf Truss Hanger THDH210-2 Amarr Garage Doors Model #500 Classica (8x7) FL5427-R2 +40.11-47.4 psf solid 10 Double 5 inch Salad Soffit Amarr Garage Doors Model #500 Classica (16x7) FL5427-R2 +38.41-43.7 psf Vented I6' HTS16 Amarr Garage Doors Model #600 Stratford (8x7) FL5302-R1 +40.1/-47.4 psf HTS20 FL10456 Amarr Garage Doors Model #600 Stratford (16x7) FL5302-R1 +38.41-43.7 psf D. OTHER HTT16 FL821-R1 HTT22 FL11496 HD/Tension Tie HTT22 FL821-R1 HUS410 FL10531 Joist Hanger 2. WINDOWS HUS412 FL10531 Joist Hanger HUS412 A. SINGLE HUNG General Aluminum Company Series 1550//570 FL14412 +47.21-50.0 psf HUSC412 FL10655 General Aluminum Company Series 1900/1970 FL12968 +40.01-40.0 psf B. HORIZONTAL SLIDER General Aluminum Company 2800 Series FL12989 +40.0/-40.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL13199 +40.01-40.0 psf LUGT2 FL817-R1 General Aluminum Company Series 1900/1970 FL13199 +40.0%40.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL8905-R1 N/A E. OTHER Strap Tie LSTA12 FL816-R1 LSTA18 FL10852 Strap Tie LSTA18 FL816-R1 LSTA30 FL10852 3. PANEL WALL FL816-R1 LSTA36 FL10852 Strap Tie A. SIDING Alside Coventry Vinyl Siding FL12103 +86.5/-86.5 psf B. SOFFITS Kaycan Ltd. 12"116" Vented Soffit FL12199 +70.0/-70.0 psf C. OTHER Twist Strap L TVV18 FL820-R2 LTS20 FL10456 Twist Strap LTVV20 FL820-R2 LTT19 FL11496 4. ROOFING PRODUCTS FL822-R1 LTT20B FL11496 Tension Tie A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30140 (and AR), XT25 (and AR), XT30 (and AR) FL5444-R2 NIA B. UNDERLAYMENTS FL10655 Joist Hanger JUS414 FL821-R1 C. ROOFING FASTENERS Masonry Beam Hanger NFM35X1178U FL578-R2 META22 D. ROOF VENTILATORS Southeastern Metal Weather Vent FL11024 N/A Medium Girder Tiedown MUGT-15 Florida Metal Products, Inc Vent RV10 FL2075-R4 N/A E. ROOFING TILES MST60 FL10852 Strap Tie KST260 F. ROOF TILE ADHESIVE FL11473 Strap Tie for Masonry G. OTHER Twist Strap MTVV12 FL820-R2 MTS16 FL10456 Twist Strap MTVV16 FL820-R2 MTS18 FL10456 5. SHUTTERS FL820-R2 MTS20 FL10456 Twist Strap A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels FL722-R2 +103.01-103.0 psf FL820-R2 Alufab Galvanized Steel Storm Panels FL4804-R2 +104.01-104.0 psf PA51 FL11476 Foundation Strap TA51 FL816-R1 SPI 6. STRUCTURAL SPT22 FL817-R1 SP2 FL10456 StLid Plate Tie COMPONENTS FL817-R1 SP4 FL10456 Stud Plate Tie A. WOOD CONNECTORS/ Simpson Strong -Tie FL10655 see chart ANCHORS USP Structural Conn. Epoxy see chart B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197-R3 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644-R2 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST Fl -'1645-R2 N/A D. MATERIAL FECP Corp. (Cast -Crete) Hicih Strencith Concrete Lintels FL'158-R3 N/A Wekiwa CP Pre -cast and Pre -Stressed Lintels FL1418-R2 NIA Lott's CP Lintel FL12045 N/A Commercial CP Precast & Prestressed Engineered Conc. Lintels FL1774-R2 N/A Powers Steel, Inc. Power Box Lintels FL62(34-R1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Simpson & USP cross over Chart with Product Approval Numbers Florida Product Simpson Produc Approval Product Description USP Product Number Number Number A34 FL10446 Framing Anchor MP34 Florida Florida Product Approval Number FL822-R1 ABU44 FL10849 Adjustable Post Base PAU44 FL569-R3 CS22 FL10852 Coil Strap Tie RS300 FL822-R1 H3 FL10456 Hurricane Tie D-5 Elegance _ DOunly 5 Aid) florizontal Dutch Lap H10 FL10456 Hurricane Tie RTI 6 FL565-R3 H2.5 FL10456 Hurricane Tie RT7 FL565-R3 H6 FL10456 Hurricane Tie LFTA6 FL820-R2 HCP2 FL10447 Hip Corner Plate Connector HHCP2 FL817-R1 HDQ8-SDS3 FL10441 Holddown UPHD8 FL817-R1 HETA16 FL11473 Embedded Truss Anchor HTA16 FL821-R1 HETA20 FL11473 Embedded Truss Anchor HTA20 FL821-R1 HGUS210-2 FL11468 Truss Hanger THDH210-2 FL821-R1 HHETA40 FL11473 Embedded Truss Anchor solid 10 Double 5 inch Salad Soffit HSUR/L410 FL10655 Heavy Skewed U Hanger 12'- 6" Vented I6' HTS16 FL10456 Heavy Truss Strap HTVV16 FL820-R2 HTS20 FL10456 Heavy Truss Strap HTVV20 FL820-R2 HTT16 FL11496 HD/Tension Tie HTT16 FL821-R1 HTT22 FL11496 HD/Tension Tie HTT22 FL821-R1 HUS410 FL10531 Joist Hanger HUS410 FL821-R1 HUS412 FL10531 Joist Hanger HUS412 FL821-R1 HUSC410 FL10655 Joist Hanger HUSC412 FL10655 Joist Hanger ITT FL10667 TF I -Joist Hanger THO FL815-R1 IUT FL10531 I -Joist Hanger THF FL815-R1 LGT2 FL11470 Light Girder Tiedown LUGT2 FL817-R1 LSSU210-2 FL10447 Slopable/Skewable Hanger LSSH31 FL816-R1 LSSU28 FL10447 Slopable/Skewable Hanger LSTA12 FL10852 Strap Tie LSTA12 FL816-R1 LSTA18 FL10852 Strap Tie LSTA18 FL816-R1 LSTA30 FL10852 Strap Tie LSTA30 FL816-R1 LSTA36 FL10852 Strap Tie LSTA36 FL816-R1 LTS12 FL10456 Twist Strap LTVV12 FL820-R2 LTS16 FL10456 Twist Strap LTVV16 FL820-R2 LTS18 FL10 56 Twist Strap L TVV18 FL820-R2 LTS20 FL10456 Twist Strap LTVV20 FL820-R2 LTT19 FL11496 Tension Tie LTS19 FL822-R1 LTT20B FL11496 Tension Tie LTS20B FL822-R1 LUS26 FL10655 Joist Hanger JUS26 FL821-R1 LUS414 FL10655 Joist Hanger JUS414 FL821-R1 MBHA3.56/11.88 FL10866 Masonry Beam Hanger NFM35X1178U FL578-R2 META22 FL11473 Embedded Truss Anchor HTA24-18 FL859-R1 MGT FL11470 Medium Girder Tiedown MUGT-15 FL11910 MST48 FL10852 Strap Tie KST248 FL822-R1 MST60 FL10852 Strap Tie KST260 FL822-R1 MSTAM36 FL11473 Strap Tie for Masonry MTS12 FL10456 Twist Strap MTVV12 FL820-R2 MTS16 FL10456 Twist Strap MTVV16 FL820-R2 MTS18 FL10456 Twist Strap MTVV18 FL820-R2 MTS20 FL10456 Twist Strap MTVV20 FL820-R2 MTS30 FL10456 Twist Strap MTVV30 FL820-R2 Tension Tie MTS27B FL822-R1 PA51 FL11476 Foundation Strap TA51 FL816-R1 SPI FL10456 Stud Plate Tie SPT22 FL817-R1 SP2 FL10456 StLid Plate Tie SPT24 FL817-R1 SP4 FL10456 Stud Plate Tie SPT4 FL821-R1 U24 FL10655 Face Mount Joist Hanger ET FL11506 Epoxy HD Titer FL2355-R3 Titen Anchor 717-&15-37.17 Fax 711-846.0355 MR Ham' Engineering, In(,-. '14'18 E. Market St., quite B York, PA 17403 )I january 009 Nick 'I'honipson, Prodw,a Nlallager- Siding & Metal ;lssociated Materials, LLC 3773 State Road Cuyahoga balls, Ohio 4A223 RE:: Florida Evaluation, Coventry Vinyl Siding; FBC 2007 Deal NIT. 'I'liurlpson; Tire followin.al Associated Ylaterials vinyl ,idiny, prodtrcx; Coventry Ilas been tit.sted and analyzed in conformance will, AS:;✓1 D 3679-05 a, required by Florida Building Code f007. paragraphs 1404.9 arid 110.5 1_1, plus Florida P.esidentitll Code 2007, paragraph 0(31.1) Shue(mal testing to ASTI D 5200 its tu;luiredl by ASTM D 3679. %v,as done at ArcltileChu'al '1'c•.;tirg, fns. and i5 rupoited B7 77>4G,0i-109-10 and '2537.01-109-40 'rnstinu was Clone for Alside, Inc., ,.vinich i; owned by As::ocial'ud hili icrial s. LLC, Double Coventry vinyl �'din7 is puoUucc.�d ,tit .' corlfigurltionS. l.uub.a S", LSotiUlc ,' Duti:h;ap. D01,11)le 4', Geubla a" llutchiap, and Triple 3", all with a thickuds of 0,0422" A aren,ihenlnt= feature of iii; product is that it has a "robed odgu nail heill" x,-hieh forms it double tru '.nes:; al this nail kern edgu. i have performed a combination oI rational and cclwpnraiive analy;trs on this ptoduet, which includes the fnandatory requirenlonts of Annex A1.2.3 in ASTM f) 3679 Installation avilm he over 5/8" minimum Bailable sheathing or Ih'' nlinirnurtl plywood. I1lstaltullon fastenel;, utt.s( be roofing flails vvidi 318" di,urneter heard, 1/8" diameter shank, and a Ininiuium lengrh of 1-583'- The allowable design wind prraSures for aIt 5 configurations including .Double 5", Datlhlc 5" Dutchfalo, Double 4 Double r1" Dutchiap, and Triple 3" ire r/-173 psf for 8" stud spacing, +/.115.3 psf for 12" Stud ;;pacing, ai1d ,+(-SD.S .psf for 16" stud Spacmi,. In Order to achieve t}lese pressures, all Studs must lia"fe n cls in them and all nails must ha in studs. "'h2 above. values can be compared directly to tale requiracl winch loads in Chapter 16 of the Florida Building Code. I trust that this information is sufficient fir the project needs. If there ale any questions :-About this repo!?, or if anything additional is required, please advise ate. Sincerely yours;/J Allen N. Reeves, P.G. Structural En;-ineer ANI::anr FGxid1 License iso. 19354 Cc: 09010005 .� l r'N VJr,r Ay 2oay Installing soffit and fascia Please note: Although vinyl sofat's are manufactured with The same exacting standards as all vinyl products; UV Inhibitors are not added to the vinyl formulation as soffits are not exposed to direct sunlight. For this reason, veitical or horizontal 3 - -- --- - --- �- -- - inslallalion of soffits on wa Installing trim -lls is not recommended and cannot be guaranteed. t.1ac'I atwriexrm� Option A amore Nihon fascia is applied without exposed nailing. - '' 4channl c 1 With open cave. ,,erne F -chancel to lift extoller of the fascia with the top leg �•,%r'" h. �''` y , :....: . testing against tile bollen of the board. Secure F -channel on wall level with the F -channel on lin fascia. I aclbl sn;1-. - WO1 closed eavu: Use a J -channel in place of [tie F•channel at the wall. Secure all Option A channels every 12" on center, in center of nail slots. ------------ - Installing trim - Option B ,13y1 . When soffit only Is applied, or when fascia pmol Is secured to undemsido 1 far 3 f of wood fascia. { x j.ch ruoG With open eave: Secure F -channel to the wall and to (he fnsfdu of the fascia beard, i level with each other. Cutout back of channel to fit aromld rafters, if needs . I [a •* With closed cave: Substituto J -channel:; for lila F -channels. f chan4 soft Secure all channels In Otu renter of the nail slots, 12" on center. Opion B i f r :, i: i l l i n g soffit For eaves over )0' in width, you will need to Install Intermediate nailln support'. 1. Measure the distance between the inside of Tie inside and outside lrlms. Allow 1/4' per side for expansion and cut the panels to length. Insert panels' into trials. Y � 9 to keep Ole soffit from sagging. �^ 2. Interlock panels as you vrould vertical siding. Closed soffit can he secured every 12" on center. J. When fascia panel is not being applied, use an F -channel or J -channel at centers Diagonal bill) use of llme overhang to property finish the installation, 4. When soffits meet at a corner, the, joint can either be dirxJonal (mifered) or square 9� (both illustrated), froth rnelflods are made with J -channel or F1 -channel. _5`^` f, II;Yf.N X13, Straight trial use lcnanrtcd3 ItchoarrRt 215 _ KAYEA IV - ICC -E5 Evaluation Report ESR -1495 Reissued November 1, 2008 this report is subject to ro•cxaaU rilivn in two yours. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the international Code Council" DIVISION: 07= THERMAL AND MOISTURE PROTECTION Section: 07460-• Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05476 (802)848.7010 wwvr.kavcan.com EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2006 f rlonlalional Building Codd' (IBC) ■ 2000 Intonttilional Ftusidentiol Coot" (IRC) ■ 1907 Unifurnl Building Code 11 (UBC) ■ BOCA" National Building Code11999 (BNBC) ■ 1999 Standard Building Code (SBC) Properties evSfuated: ■ Exterlorveneer • Wind resistance 2.0 USES Kaycan PVC Siding is used as an exterior veneer and is closure material on [tie underside of nxtorlor roof eaves (soffits). 3.0 DESCRIPTION Kaycan PVC Siding is horizontal and vertical lap siding and soffits manufactured from rigid polyvinyl chloride (PVC) confonoing to the requirenlonts of ASTM D 3679. Tie aiding Is used as an exterior wall covering over solid sheathing and as soffit. The eWing has a plait or wood yraln texture arid Is available in various colors with matching trim, comers, and starter strips. The panels are a nummunl of 0.040 inch ('I nun) thick. Lengths range from 10 to 12.5 feet (3048 to 3610 nun). Panels are furmud with an upper edge having nail slats and if loworodgo that hooks into the upper edge of the luwor courso. I fit Biding 15 prudueud in dllforenl prolids as descrlbod In 'fable 1 of this report. 4.0 INSTALLATION 4.1 Gmleral: Installalion of Ill" siding, including the panels, culners, starter strips, trim and other accessory items, shall be in accordance with the mal Iufaclurer's published InulallaOon Inslructlens,the applicable code and this report. In Ole avonl of a Wnllid bel'rreenthvnianufadurc spublishedlnstallationinsbuctlons and tris report, this report shall govern. A copy of the manufacturer's pulllizhod inslallaliun inalruclions shall be on the jobsitc at all times during Installation. Solid shuathing and a water -resistive barrier 511011 be provided behind the siding, as required by the applicable code. The allowable wind loads are as noted in the prescriptive requirements of the applicable code. See 5ecllon 4.2 for applications fn excess of the prescriptive requirements or where too applicablecode aloe;: not provide prescriptive requirements. 4.2 Wind Reslstace: Design wind pressures must be determined in accordance with Chapter 16 of One IBC, SBC, UBC or BNBC or Section 301.2.1.1 of tho IRC. In areaswhere the basic wind speed (3 - second gust do not exceed 'IU6 mph (45 mis) 160 miles per hour (36 rn/u) (uArial mile) under the UBC],. and the building height is lesa than or equal to 40 feet (12 192 mm) in Exposure C areas, installation must comply with the prescriptive requirements of IBC Section 1405.13, BNBC Section 1406.3.3, SBC Section 1403.9 or UBC Section 1405, as opplfcublo. In jurisdictions enforcing the IRC. Installation much comply with Ore prescriptive requirements of IRC Suction 8703.4 for areaswhara tie basic wind speed (3 -second gust) is less than 110 mph (49 nils) in Exposure B, arid does not oxceu l y0 mph (40 mis) in Exposuro C or 85 mph (37 in/s) in Exposure D. For applications it excess of the prriw iptivu requirements, the design must be in accordance with IRT: Section 8301.2.1.1. ror applications in excess of mho prescriptive requirements, the Kaycan PVC Siding ha; an allowuble negative wind load of 70 psf (3352 Pa) [44 psf (2107 Pa) undur the UBCI when attached to a codti-cormplying, minimum %inch -thick (11) mai), structural-ralud OSB sheathing- The siding shall be attached with V/, inch -long (38 mn1),'I9 inrh-diameter-head (10 man), '/b-indhdlarneter-shank (3 turn), corroslon-resistant ruofing nails spaced 6 inches (152 film) on center. The siuctural sheathing and iauliny to which the siding is attached arc outside the scope of this report. icGLSLr r- R p r uoE co r i r g d r s y r! •oi&w.-.c nor spca - lfy 14 i /, ua-a�„n,.,ans,( 2g ns au "'d--dtali r 6 f fid -Tori nr s if t a A- ' j",wan rr by lac 6,d l uo, Ser �,c, rhe. cpvrs ur ro,idred,4a +�/h'Li► ru,rny/,r fi r, utuuuarar n. rhuraporr, ur usrnaryprafr alao,uad by lila re[:urc ,4444 `M_6�J=� Cupyrigldr32008 Pogo I0f 2 711•H4'ri-3747 Fax 717•'1,46-0355 HR HR kngineering, Inc. 1418 E. Markel St., Suite D York, PA 17403 22 January 2009 1'rci Ncrnnru, P.E.. Achnulrstirllor, Florida fiuudjrli Code C:onrrnl cion Ted Bc:irnarn ant] LLC, LC. 925 41st 3tivot,;iuitio 104 ,Munni Beach, Florida 33140 ICF:: Coltificaboll of Independence D oat NIT, Fkrivan, In t'onforrllatlee with mule 9B-72,110, F,A,C. "Criteria for C citificatinn of ln;lopc'rtds Hcr:". I offer the followin . I am it lgistered pro(cssionirl engineer in Lhe state of Plotlda with lircnsc Hul'ribcr 19354. 1 work ill it t„ry pcu3on corl,uttitl�, "tructurat eDgireeriug firm, ''ilk $twit eerino, Inc.", of which I act (he 111,1I owner. III my :vork perlormin� an eValualiou, I do 110L IlaVc, nor will I acquire, a financial interest ill Ally cronpany' lnanufacturin), to di5tribUtinn products for which the reports are being 1sSucd. In may %voak perfunniH}; an CvalutltioD, 1 do not Have, nut will I accloire, a finau:ial intulI in mgr littler entity involved ill rile approval p,rocc'sc Of the pfoduC(. 1 trust (flat this is suffick.,rit for the Florida Bui(dip, Cotte Crmuni •ion's require,nment,'. if there are any iluestions about fill$ certihcatioat of indupcudencc, ar if an)lhiu); additional i.9 rcqul-Cd, please advi,e Inc. Sincerely yours; HR En)dlle(I Inc. Allen :11, reeves, I3.C. Oli:r LItxitl?Q.I ANk:aur CC: Ass(iciated A'Italcri::;:;, LLC 09010005 Installing soffit and fascia Installing fascia 1. Install an itodelslll Trim at the top of the fascia board. 2. Measure distance from the canton of life F -channel to the top of the undorsill trim, and then subtract 114" for clearance. Cut panel to width. 3. Perforate the cut edge using snap -lock punch approximately every 0", ensuring Ole tabs" face outward. 4. Houk the leg of (hu fascia panel over Ole F•clmannel, and snap the tabs into the undersill trim. If soffit is not being installed, hook the fascia directly over pre fascia board. An alternative to snap -lock punch affachnlent is to slide the top of the fascia behind metal drip -edge. Overlapping fascia 1.Overlap fascia by cutting Ole bottom edge of the tmdedaying panel, leaving a 1 1/2"' tab tube inserted into ever lappincg panel. 2.Overlap 314' (half the distance of the notch). Ramagmir f2si4 n2"r•dvnr.et Fascia installation Capping fascia f" To make corner caps, cut a piece of vinyl fascia that is 5112" long. i r 1. Mark the vertical centerline on the back of the piece. � 2. Cut a 90' section Of the bottom flange from the center, leaving a / 45' angle on either side. 0-4 Marquis 3. Use a hand scanner or metal straightedge to fold fascia piece 12' - V 3nad along vertical seined to ruake a rlght-anglod comer, ockpunch tach side 4. Using a snap -lock punch, make D-5 Elegance _ DOunly 5 Aid) florizontal Dutch Lap labs just below the top edge of the that labs U-5 Vertical iyg l corner cop, raking sure Lcwistvn Doubly 4.5 inch horizontal face ustword. Install currier cap by Newport single 6'/z inch Horizontal locking heboltonl aver the existing 1 Ocean Park Bevel F•channel and slapping the top Ji`^'" t'✓q Ocean Park cove ry w edge into We undelsill hint Platinum Series DA i 12'- n" Platinum Satins D-4 Dutch Lap Ooubla 4 In --h Huricvntal Dutch Lap KAYCAIV " ESR -1495 I Most Widely Accepted arid Trusted Wind resistance of the soflil panels is outside the scope of this report. 5.0 CONDITIONS OF USE The Kaycan PVC Siding described in this reportcornpldswith, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the fallowing conditions: 5.1 Tho siding Is limited to installations oil buildings of Type V -B (IBC), Type 58 (BNBC), Type VI (SBC), and Type V -N UBC construction and W construction permitted by the IRC, as applicable. 5.2 No exterior walls shall be braced or sheathed to rosist racking loads with approved materials In accordance with of the applicable code. 5.3 Tho siding shall be, installed only on exterior walls over solid sheathing capable of resisfing design wind pressures built positive and negalivo. 'rho sheathing shall be covered w16S a water -resistive barrier, as required by the applicable code. rr;Wm Fascia Overlapping Fascia capping Page 2 of 2 5.4 The siding is nmanufactured in Richlmd, Vermont, under a quality control proyranr with inspections by Architectural Testing Inc. (AA -676). 6.0 EVIDENCE SUBMIrfED G.1 Manufacturer's published installation instructions. 0.2 Data in accordance with the ICG' -ES Evaluation Guideline for Vinyl Siding (AC37), dated October 2008. 6.3 Quality documentation in accordance with the Acceptance Criteria for Quality D cnr1 mntatiun (AC 101. 7.0 IDENTIFICATION The ffaycdn PVC Siding described in this report shall be identified by a stamp bearing the Kaycan Ltd. name and/or trademark, the product type, the statunlout "Conforms to ASTM spocificaton U 3679,"the statement"Confan ns to UBC Standard 14-2", the name of the fnspecOon agency (Architectural Testing, Inc.), and the evaluation ropurl nurnbur (ESI t-1495). TABLE 1-KAYCAN PVC SIDING MODEL PROFILE LENGTH Board & Bauwl Single 71nch Vertical D•4 Avanti Double 4 Inch Hc114.uIAI Dutch Lap 0-4 Marquis Double 4lnch Horizontal 12' - V D-5 Colles m DuUnla 5 inch Horizontal 12' - 0" D-5 Elegance _ DOunly 5 Aid) florizontal Dutch Lap 12'- 0" U-5 Vertical Double 51nch Vc,uwl 10'-o" Lcwistvn Doubly 4.5 inch horizontal 12' - 0' Newport single 6'/z inch Horizontal 10' - 0" Ocean Park Bevel Doubly 4.5 Inch Horizontal 12'- U' Ocean Park cove Double 4.5 inch Horizontal 12'- 0" Platinum Series DA Double 4 inch Horizontal 12'- n" Platinum Satins D-4 Dutch Lap Ooubla 4 In --h Huricvntal Dutch Lap m 12'- 6- Paiinum `,olfee T-3 Triple 3 inch Horizontal 12'. 0" Prova Rouble 4.5 inch Horizontal _ Stena Duunle 4.5 Horizontal - 7-3 Classic Triple 3 Inch, Horizontal Dutch Lep Q� T-3 Horizontal "Triple 3 inch Horizontal (X3 Vcntod a" Double 4lrich Perforated Soffit 12'- 0" Vented 10" _ Double 5 inch Perforated Soffft 12' - o" solid 10 Double 5 inch Salad Soffit 12'- U" Canter Vented 12'7Solld 12" _ Triple 4 inch Partially Pcdoraled soffit 12'- 6" Vented I6' Quadnaple 4 inch Pedoratcd Saint 12'-Q" Solid 16" Quadruple Lich Solid soffit 12'- 0" ICC EVALUATION SERVICE, INC. Ev luatc • tnfeant ■ Prvtcct Lw Angel y 6winera/Hcytonal Office • 1360 Workman Mill f4,ad • Whiuicr. CA W601 (362) 699-0543 phone • (562) 695-4694 fax Certification of Independence for Evaluation ICC Evaluation Service, Inc. (1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products for which evaluations are issued. (2) ICG Evaluation Service, Inc., is not awned, operated or controlled by any company manufacturing or distributing products it evaluates. (3) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any company manufacturing or distributing products for which reports are being issued. (4) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. ;4,4 4�, J�fin Nosse - President ICC Evaluation Service, Inc. V,,. m.a,R.pmul alllu • 11a7 W .. k,,,,n SI II R,vJ. WM1 act. Gni",,., �VC01 • p6E1 699 il141 ww.v.icc-p.Vn: Rad""+I CNr,a• • 9V0 Mun.clak Rua.l, Yon• .i, t7•.",ngh.m, Alaba,„. 13:11 • f3V31 3.1.93300 R.fWn.l chic• • +031 Wn. rlw,.,anrc EWA. c.,un„. Clvb 11,11,,.11 - 60473 • (70) 199.3101 X:a w.: V41" 27 N C/) r U O CL O O M -0 0- X77 C W Q� U (X3 U) O O It 0 ca - L 5__ O 1 cC3 O i .�_ O C6 > M C_ __ a !E M C�_ F-- C!) < r� W J SHEET N0. PA 1.0 r SHEET N0. PA 1.0 a`=W&,4',­,! _"u, taigj��iljinmlljlgqn , . . , W . ".. . . ,137 Exterior Dour' "­ , , YWRI1,001% ",�i�,,�,�i,�.���;.�',�-.��"', " g",- "" 11 � ,,� .a ,�. p i 4 ry val � 11111 12 , � ,4 - - � . ,� "IfT �'. Swinging Extends Dalit-A55orrelics MI n � I It'! � - I I 9. - , . it It ... ,il.� I I .. , kUAAU W �' Evaluation Report from ,a Florida Registered Architect or a License(] ,,,,,, . I � . 1.11, 11, ", lacI311"'. Lug 1,1 � - I Ise' I%eti-1 cl- �­'111­ I �1,11�­Mlle I -'U'&F'�--ls lo'c"il-7 4",�:".t'���'1'!,Irjto,.',.','��.�l,�iV.�.qr��.�.r��".'!�,r.i,'I*�y�,,�E1,1T,'?I FK cl,hr 1 D-15 5-:a Harp : L,, it . ke 1 ,--n i -si`i�`,, ti,g,- product Approval 1AUSER 61$11.1 J. UILL111(thu) Eel 1.5 � Florida EnUi ` hear or Architect rams who developed IIIIA� H- , , I'li lT%V Fibergloo,s Door If Q EvaluaZlot lsQl;olt P-li����Llic�,.��,l�,,�.,."I��t�"*,P,Ilc,tl).,�c�,,tli,,,;�lc;t.�l,.2,App[V��tio,iD,.t.d Approvoll for use In HVHZ: No Florida License Fl. It FI�1�4-Rl Quality A=rancoi Entity , APPII ,ItIOII Typo KOVI'51011 Quality A5-,chranco Controdt EApirition 011ie Cole Version 2007 V.IIL!,ItQd by Application FAatu; APPI.Ved I C0IIIInent7. __ - -_ - - � - I COIL,11c,ta Of Ind.pQrfloncto Arcilyud I,- RercarenCad Standard arid Year lot Standard) Product flanufacturor Plastpro Inc. I Nany,t PldttIC' Corp. ' Addirlarrin/Phome/Ernall 5200 %It CENTURY BLVD. IIJ97 110.1,14-RIJUN�LgIti LOS ANGELES, CA 90045 ZIJQ 2 Impact Res,istanst: Yes U 16 (44 E�t ) 969-'j773 �00_1 Ew.lciartiiau Roper tat r.ma,mr-mell,t)iplastiprol c.cern , 2QU2 AULlIOrusQd jignatutu Ron J'Counull 1994 Design Presaures N/A Evaluation Reports; roonconneW.iiiii1astpicInc.com F,jasper-�nk�.btttedillologi�l.ils i Rept,5untativis Achol'-f4phinw/c,"ail Quality Asourance RispritiOustutive Ad,h",/PhunLyiE ... all Category Exterior Dour' _.,�'­V.'­.",.., I 111. - ,., 4. .1i.t1_1.i il� ", ", , r.. � , , li� I 43-1 st; ir,111NN Subcategory Swinging Extends Dalit-A55orrelics Dete Pending FBC A�provat 10/19/20OU Compliance Method Evaluation Report from ,a Florida Registered Architect or a License(] tl,i.�'..,�y,="t�*�,,�,!-:14irt"�.,�,;,,:�!�"".��r4eL""�,,�,,�,!T.:t�lI Florida PrQfQ551onal Englinacir 7­lu,�. i 't- I F-3 ' PUDICinor, ----------- ____ __ - .,,,be, or N.oeo FL to- - __ __ - __ __ MI rr� -1 --- ­ - __ ­ ­ . . I __ __ 7 Evaluation Report - Hardcopy Received 61$11.1 J. UILL111(thu) Eel 1.5 � Florida EnUi ` hear or Architect rams who developed Lyndon F. Schimidt Fibergloo,s Door If Q EvaluaZlot lsQl;olt ImetAliatictor In'thn.ti.n. Approvoll for use In HVHZ: No Florida License PE -434U9 VL,lr!Ld By: Lyndun r. 5"It ... ldt, P.C. 4:1409 Quality A=rancoi Entity rational Accraditatior, and Maragerhint Institute ...ill. P ....... : P /A I Quality A5-,chranco Controdt EApirition 011ie 12/dj/2012 FL0104 R1 AF EVA1.01d,11 [)J V.IIL!,ItQd by R,,,,,,, 1. Khud, P.E. Ot particulars, , produo I P - Validation (.)Idckl,5t - Hardcupy Recel,�Lsol __ - -_ - - � - I COIL,11c,ta Of Ind.pQrfloncto lq.r�IQ,; �J..t�pj,.!;J�U�� �, RercarenCad Standard arid Year lot Standard) Product Marufactmor Yted. ___ .1_-__-_-___-._._-__1._ Li nit. cif Use IIJI/I.S. 2 IIJ97 110.1,14-RIJUN�LgIti I JI/I.S.2!NAFS ZIJQ 2 Impact Res,istanst: Yes ASIH EILIOG/E1995 �00_1 Ew.lciartiiau Roper tat AS I PI E 3 -'U _' 2QU2 addition or , � a so J;natatlon�, Installation In,tructons ,and r4o; 2.01, 2U_1, -10, 1994 Equivalence of Product 9tandardq Certified By Sections from the Code FrodkutApi clothod Method I Option D Date Submitted IWU3/200� _.,�'­V.'­.",.., I 111. - ,., 4. .1i.t1_1.i il� ", ", , r.. � , , li� I 43-1 st; ir,111NN Date Vifidat,d IQ/U0/_1QUd Swunging E�tulj., Do,,, As-,.,L,IJ- Dete Pending FBC A�provat 10/19/20OU lilt f M. . .IsI.asli":""-.: Firl I, , '"! I. Zi � lis. . I Date Approved 12/10/21003 tl,i.�'..,�y,="t�*�,,�,!-:14irt"�.,�,;,,:�!�"".��r4eL""�,,�,,�,!T.:t�lI Summary of Products ,-----,--,--"-:---�------,..-----.-- 7­lu,�. i 't- I F-3 ' PUDICinor, ----------- ____ __ - .,,,be, or N.oeo FL to- - __ __ - __ __ MI rr� -1 --- ­ - __ ­ ­ . . I __ __ I ---- ------- _____ Do.";pti.ir ________,_i_* I 61$11.1 J. UILL111(thu) Eel 1.5 � Up to J'U X (J�U Opaque Smarts (X) Issawing or Outawitig . .� I 4 T, L " Fibergloo,s Door Li thit, of Use ' ImetAliatictor In'thn.ti.n. Approvoll for use In HVHZ: No lsi_51E�Jtl Il_IPjS1 GI8,lAT,df - Approved formic outside HVHZ: You VL,lr!Ld By: Lyndun r. 5"It ... ldt, P.C. 4:1409 Irnpa.t Riali'tant; '(us CicnaL.J by Indbaii,edthit Third Party: rus ...ill. P ....... : P /A I E,,almsticer Reports h.r: Sue T 61�4.i for DqsJUL Pressure Ratings, dny D, INS FL0104 R1 AF EVA1.01d,11 [)J all thin ral true imitationn, Inutallaticin IntuUtAhOtI5 and C,u,iLO,l by Inditpuldint rldhd Patty: Y ­ Ot particulars, , produo I - - - - ------- - --- - � .. ...... - - ­ .. .- - ­ - - __ - __ - -_ - - � - I 1L, -4.2 L. D,,Li,n.fi.,_, Sefe, I L. Up to YU X 5,0 Opaq us Sinult, Door WLI, Sidoli I Ill FibQ,Ul. �, (X0 or OX) The Sidelitts Glazing ILI UtIll.fing the Shop Product Marufactmor ` or I "' ............. .... ----I--- ___ .1_-__-_-___-._._-__1._ Li nit. cif Use Inet.liaticirs In't. notion, Approved for ustes in HVHZ; flu 110.1,14-RIJUN�LgIti Appacniod for .me ..t,ide HVHZr Yea Verified By: Lyndon F. Sol ... idt, P.E. 43409 Impact Res,istanst: Yes Created by Independent Third Party: Yes Desligh Pr ... or.; N/A Ew.lciartiiau Roper tat Uther: lstio ,l uill;,i.2 to, jocign P,ci Ratings, ally PL6184 RI AF GVAL6 ' it .A IW addition or , � a so J;natatlon�, Installation In,tructons ,and C, I exted by ridepshoderst Third Party: Yes product portico at" (­jcie Qenural Plate J sheet I of Design Presaures N/A Evaluation Reports; DraNing No. FL -6184., ircgording stickle pi citection -) __ _ F,jasper-�nk�.btttedillologi�l.ils ____________1_______ _______________________-c G18-4.3 c. Distinction Series --------------------------------- - Up to YO x G'G Opaque Fiberglass Single Door with Sdd0ta Other: �Qlicl gears (no grazing) or dorsr5 vhth optional (XO or OX) Th. Siddrits, GI-ing Installed Utti,irij tire Lip I 1994 Line S rew Frame. ------------ "or Li il,l of U,o Ilont'll4liull Insirl ections; App, owed for use I,, HVHZ: No - Etj ',A It IN15T 61�51.�,pdf _i,6a_L Approved for use outside HVHZ: Yea Verified By: Lyrindun Il Schaildt, P.E. 4:141.19 Impact lina'i'tant: Yes Ca QOLQd by Ind,apelidunt I third Party: Yea D wi�ifjn P. te-un - PI/A Evaluation Rvport-. T 0 or: �.;ess INS 6104.3 for Design Pressure RathrU3, ally I LL _�104 RLL� ,y - '-'I I .jl A�J­ _,Z..0,, ,J, oil Ll"trul ­ lj,,,iLdLi,j­, 1-tollaLion 1-I.ructions and Cl.,L.d Uy Indap,rdent rhind ll,irty! Yea product pbvticuhrs. (I 'See G.mcirdd Plot. 3 sheet I of Verified by: Mark Westerfield FL PE 40495 Dfawling No. FL -6134.3 regarding siddifte ThatecLi,in-) Cirtolned by Indup-dont Third Party; Pro ____ — I -_ — Or (im-11.4 . unatirlti.. Series _______.___ ............................ ____ Up to YU x 6'b Opaque Fib,rgl.iFz Single Dour with wind load requirolnuirts of th,a building Coda but DOE,' NOT Sld.1 I Ras (DXO) Tile SIdelli Glazing Install.d! lJOW-9 the ­ S -p Frame. - __ ----------- � ___­ ---- .____ --------- ___ ___ ____­__ I— ___ -] - Li "this .f U.. Imistaill.thair In.11h.,than. App­wcd to, use I., HVHZ: rid I1Lfl_LL4_.h1_R _1q_!JL�A_ZI± ,4l A tip, .,.it f On ... sna laid. IIVINZ: Yes Verified By: Lyndon F. Schomidt, P.E. 43409 Impact Reidsninsint: YeG C,OaLOd by Incepundunt Tilsit Party: Yes DO,ig. Pre, ... to N/A Evalmoti... Reports I Oldna: �Lne INIT 6161A for Design Pressure Ratings, ally FLI5r 64 KI AC EVAL r ILOA.Pdf - add tIonal use I oil Instructions and " I'stallati Created by Independent Third Party: Yea product pjrtv:2`d�at(11`mf,,o Gon,rol NOW � ,[,act I of ";� ' 41 rLd LL.r_ loldl - " TA ? , Drawing tie. FL. 4.4 r, 1) ' puding uldelite protection k vrnr)a,ece'ta,J�uk.uu ... - ­__­ .. ... . . .. . , __�____ I'll, - __­____,_,___,_­___*__ , Upt ' 3rd X 6'5 OpOlphe File, dla-_-, Slwjle Door with I__-__ lf!� Sldelit,si CUXU) [tie Siduhts, Claz ... Q Tri,t'llod URjljzI ... j tile �� _%[_�,_Pil��-L_536 -I- ;a,td_cL1�.2rr*. I., Lip Lite Scre. Frame. ---- ------- --- - � .............. _____._ Limit. of Ul Approved for use in HVHZ: N App .d Pro rernikhe I V, hattarria Yea ....... Is 111A rathis'; See INST - Design Pre I row , .- .Z: Yes Imped It Re De.ig. P, ' 1134.5 tat ssure Ratings, any additional L45e limitations, in5tallation instructions and produc porticuar:n (c -Sess Ceri Plate :3 sheet I of 'O tie -513,1.5 regarding sid.k. protection I;�) Diravdis .... � ........... . ..... L- ....... ... _­­_.... .1 .. .... GIU4.6 I. Distinction Series -= FL .­__ ____ __ ­.. ­_:_.... ._._� :.--_-_-..-. I' ____ " Li nitsi lif U - Approved for ... in "VHZ; [to App .... it to , .so outside IIVHZ; Yes I ... pilot Re hen ... t; You _ ; -G Design P, " ; N/A Other: Is. INST 104.6 for Design Pressure Ratings, silly ______ — ____ __ ___ addit! rid use motatiori installation inuth uctions and t pioduu prirtl(ularS. 6264.7 g. Listirotrin "Ties I . Li ',sit. of U.. Approved for ... in HVHZ: flu Appicecd fur .- cottlide "Vill Yes Impact Resi,taint: Ys, � ­_ ­ . . . . .. . , - - - - - - - - __ - - lao.irp. la­­,� N/A Other: See IT'S' ld-1.7 fur Dcogn Pressure R.tiug�, any 0, ad tiollul u ad ;nOtatlon', linstalintlon Incti uctions arid product ladritic u drs. (-Swull Gismi,al Note 3 sheet I of Drawing N o. FL -6184.7 regarding uld.litu in.tectnum-) I - ­ I ­­ - ­ - ___._ ____ �6181.8 h. Uutinctlon Sushi's - - -I - ­ - __ _­ __ - _­ - - - - " _­ i.n Instructions 1�-_.�._-��-�.-n �"-! I FLGt6,1 KI 11 ITJ5J` (11,34�5.1pchr Viet fled By: Lyndon F. Schmidt, P.E. 43409 luattio Reports 1 C, - OLOd by Irld.pundOnt Thi,d Party: Ya, I. Ev rL`01134 R1 AC EVAL6184.511d 1 Cioatud by Independent Third Party; You -------.-------.-.....,..-,.---- 6ro c G'U Opaque Double (m) mailing or Uutzwing Up to Fiberglass Door I ­_ Im,t.11,stic. Instructions. 1 . Li.!�ig.i-��--i�-.LN;LTj5ijLl-.g.p�f Verified by: Lyndon F. S�hrnidlt, P.E. 43409 C­Lud by I,I(Iqpel,dOl,t Third P,tL,/: Yos Ev.1m,iticer Rep., L-_ FL6184 R1 AE GY61_�IQ4�6 pjd ________.______ ..... .. ... __ __ ...... . _.______ Up to 6'O x G'13 lap truca I Filbtuqla�O D,clbl. Deal .Rh Csq,LQd by Isdupoluth,L Third P,,,Ly: YOS S:(hel Des ( XXU) Tile S dallto Qid4fild Inslallod Utilizing it'. ` IS S lap Frame. le.tallaton In't ... tfam, FL6104 RI 11 INSTG184 7Rd Verified BI : Lyndon F. Scl .... idt, P.E. 43409 Created by lindelonmLiQlit Third Party: Yes - - -, _­,_ " - ____ - , , - , - -, -, __ , ", _­, ,--- , " - - Kipcerld, -V.'..tl-,i F E,d2j8j_Rj AS EVAL 6.11I4.7.p I _ _ ___ _�L Created by Independent Third Porty: Yes Up to 03 X 6�6 Opa,fola FbelglaSS Double Door With 5j,dialitics (OXXO) Tire SId.lit. Glazing Installed Utilizing the Lip Llte Scitilt fharne. - - ­ - - - - - " - - - __ _­_ __ -,---,- _­_ - __ ­_­ _­_ Limits, 0 Uso installation Instructions App:.od for ,I.. in HVII FILG I 84 R I If INS F i 41 L,1��ddf ' o L__ _ App owlad fur us. . Verified By: Lyndon r. r " t , P.C. ,13,409 johipact ll�asrl hold. I VIIZ: Y,i Racrtonlo P, ea CludLed dy Independent Third Party: Yea Design P- /A Ev.1mistic'. Rep., M Other : "' IriS r al 0.1.8 for D-Ign Pressure Ratings, any Find 104 KI. AS EVAL 5184.6 flu addition So a 11mit,ticims, Installation fir,iriduthonr and Created by Independent Third Party: You " `5 Product P tioukirs. (­SQQ Cohere[ *Act � ,.il I of arching sIddlite protection ") " Drawing No. FL -6134.8 rag R_nkl =­ - CCA ,,,� ... I,li"'W" c,,,_re,­1 .I`C� -,Ay Ahc,iir� ""a, u.11"'ZI. Iv-,, , c,,aa� ... as",-'alw ":I Llll,ali "), aduNlIe "'cIII Fco,ii J2399-100 3,,d 131-IC2,I, F,,� Wo) IL 1 513I ���K-,i,4Ri�!�l-T!Il��r"k"�"-�iI I �,_;Ij�i­ ,,, as I I- I --"-q , � "i pi.slWA Or I cil - - 'R� 'k I Is, I "'T-1 i'm Exterior Dadra _.,�'­V.'­.",.., I 111. - ,., 4. .1i.t1_1.i il� ", ", , r.. � , , li� I 43-1 st; ir,111NN Okl� I 'I ,j!1 ; . . , ,W_" .. Swunging E�tulj., Do,,, As-,.,L,IJ- i0bilf".ft, lilt f M. . .IsI.asli":""-.: Firl I, , '"! I. Zi � lis. . I Evaluation Report from a Florida Registered Architect or a tl,i.�'..,�y,="t�*�,,�,!-:14irt"�.,�,;,,:�!�"".��r4eL""�,,�,,�,!T.:t�lI Ot.13 H, �' . L"g Dl 1 ucl ��J­Ocl 1; hOt I ,p,;t SlObmt. 7­lu,�. i 't- I F-3 ' PUDICinor, ; Fbi-* �01 � LOU, 5tis Map I LN, ; �­h ; ,,;�,,,Z_ __ - _ .,L X�11111 ,: �W�;.P,,,.�Icl.,"I'OA Zj`�j . . 7 Evaluation Report - Harolcopy Received De�ig. Pire-mr.; N/A Evaluation Rep.." . .� I 4 T, L " Wardell W. Handy I product particulars, (Plot@ - ASTIM E1300-02 utilized for Created by Independent Third Party: Yes [L"I", a,,­,IlI,.­ PCJn.l.­1O­-1,­1,,­h � �,,I�L.­.tl Appi"Ifl-OCtall -"-------I b. FiLQrCIj_-,dc" / "S"'ooth"tair, Inswing Insulated Opaque Flbergla,5 Ooort, with ,and FL # FLUU36-RI 7i� Validation Checklist - lordcopy lRaceivcd Al?l;lc4Livo Type Revision N , Approved for u.se in pi Yes FL8835 R! ,f 83SB 2.af CodeVersion 2007 Design Pho­­ N/A Evaluation Rop.,t. Application States Atlas dyad P particulars. (Note - AE Fri E1300-02 utifizscl for Cr Qotud by IndQpendunt Third Party! Yea - C....rat, r7 Validation 1�hsukh5t - Hardcopy Isecelild! without Sidulltuas - (X, XO or OX X0 d UX , UXO, XX any' � A,,I,iv,d ; I� App, -.d to, recs in IIV"Z: You 91 8836 R I 11 INS r 0636,3,og Product Marufactmor rhollina-TIll Colpal.stiall Y-. Address/Prione/riniii 118 Industrial Drive �Ljtj/ atolls Inside tire hVHZ) ­­ . .­­ ------ __ ------,-..,. - ---- Edgerton, OTT 43517 202 yliarL (41j) 296 - 174 U 2004 configurations tip LQ, II0 Ill heltifit) F.ja�'p.,�..C�tttcch,icloglc�.,in 1994 Authorized SlglldtL]10 Steve J'spiusoll Design Presaures N/A Evaluation Reports; Otheii ; Sce INST a333.4 for Dialgi Pressure Ratings, any PL3338 R1 AE EO-E&I-00-04.0d F,jasper-�nk�.btttedillologi�l.ils Product particulars. (Plot, - ASIPI 1]1�1)0-0_1 ,utilized for Cid�dtdd by Inchiptaident fhird Party: Yea Fechrical R,spie5ontativ. Addhoss)'PhorevEnIall Quality Assurance RQprescritative Addlest;/PhollujEnlail Category Exterior Dadra FL # Subcategory Swunging E�tulj., Do,,, As-,.,L,IJ- ­______..._­_­___.­­. O. FlLe,Cla,,,l,f' / "SinuothStan" Outswing Insulated Opactie Fiberglass Coors wilds anti Con,plianic. M.1,11i Evaluation Report from a Florida Registered Architect or a LicamOod cost Igaratlons up to Wa In height) Florida Propla5zlonal Crigluelar Appi-cryed fur us. Its IlVIIZ: Yea FL8828 R! if iK,S,r ilgio.l.not App,. -d han trine outside HVIIZ: Yes Verified Uy: Wendell ly. Hannay, P.C. 541513 7 Evaluation Report - Harolcopy Received De�ig. Pire-mr.; N/A Evaluation Rep.." Florida Engineer or AtChInaCt flame who daveloplid Wardell W. Handy I product particulars, (Plot@ - ASTIM E1300-02 utilized for Created by Independent Third Party: Yes the Evaluation Report _____�:____________-_______ 66d8." -"-------I b. FiLQrCIj_-,dc" / "S"'ooth"tair, Inswing Insulated Opaque Flbergla,5 Ooort, with ,and Florida Lostrise PE-541�8 7i� Validation Checklist - lordcopy lRaceivcd Quality Assurance Entity National Accreditation and Management Institute N , Approved for u.se in pi Yes FL8835 R! ,f 83SB 2.af Quality Assurance Contract Explrutlon Data 12YIJ112011 Design Pho­­ N/A Evaluation Rop.,t. Wlldal.tad by I SLIIIIlldt, P.E. P particulars. (Note - AE Fri E1300-02 utifizscl for Cr Qotud by IndQpendunt Third Party! Yea a r ,,a s Inside the HVHZ) I I - ____ r7 Validation 1�hsukh5t - Hardcopy Isecelild! without Sidulltuas - (X, XO or OX X0 d UX , UXO, XX any' � C:Q,tificotu of Ind.pandencu PlWillu R1 V)I -��EL�i--QE-It�.ua.�IIP,.kti�"ill"9 App, -.d to, recs in IIV"Z: You 91 8836 R I 11 INS r 0636,3,og Weravored Standard and Yoor (of Standard) faeush" Y-. Ott.-: Eel) INSr d3gU.3 for Desilin P, -Su,. Ratings, any FL9838 RI AE RO-E84-00-04.telf Acc,.,pL,d Eigin1crilIg fraCtiLU �Ljtj/ atolls Inside tire hVHZ) ­­ . .­­ ------ __ ------,-..,. - ---- ASIM Lljol) 202 yliarL AS ITT E 1300 2004 configurations tip LQ, II0 Ill heltifit) FA S -1 02 1994 E'lol,alenck of Product St,and,,da Certified By Sections frotm the Code Pr ... luctAppirti'al Pi,ithod Picthod I Critics Is Data 5clordl.ted 06/24/2008 DOW vWidatud U7/1-1/2uQ8 Calls Paid! ... j F13C Appitivil 07/1u/�'.Ohcha Colo i\pProvod 1)9!15/�Ous I..... � .. .... .. I .. .." ... - 1__-___________ I------ ______________________. ..._._.______.._....__ __ FL # 1,11.4.1, N .... I". OIL Namu U­,ription _ ___ ------------ - __�____ 00d8.1 ­______..._­_­___.­­. O. FlLe,Cla,,,l,f' / "SinuothStan" Outswing Insulated Opactie Fiberglass Coors wilds anti ApPELatkils Status ,iLl;uut Sluelft's; - (X, XO or OX, OXQ, XX and rdXX0 Ckillincilto cost Igaratlons up to Wa In height) Limit, of us. Installment Inatlectiona, Appi-cryed fur us. Its IlVIIZ: Yea FL8828 R! if iK,S,r ilgio.l.not App,. -d han trine outside HVIIZ: Yes Verified Uy: Wendell ly. Hannay, P.C. 541513 I ... Fact R.sioU ... t: No Created by Independent Third Part,/: Yes De�ig. Pire-mr.; N/A Evaluation Rep.." Q _:'Sco JN5T LRI for Design Pressure Ratislau, any I R�L.I�LU Ri Ali �12-E!34-IJU-U4.Ddf h dirtional use limitations, Installation Instructions and �L��JLJJ_LF._:�_�� 11 Lif I product particulars, (Plot@ - ASTIM E1300-02 utilized for Created by Independent Third Party: Yes aroas insidre tire I iVIIZ) w__ - -_ ____.____..__ - -.-,.'L .. .. ..... - - ..... . ... ­... . . _____�:____________-_______ 66d8." -"-------I b. FiLQrCIj_-,dc" / "S"'ooth"tair, Inswing Insulated Opaque Flbergla,5 Ooort, with ,and Ryar J. i ... J, [I.E. , lldelftae3 - (X, X0 or OX, OXO, XX arid OXXO .without , � 7i� Validation Checklist - lordcopy lRaceivcd tonfigulanurs up be 6'a Ili inddlit) - Limita: or Lie. Jul.t.11.1tila. Imit"i'ti... N , Approved for u.se in pi Yes FL8835 R! ,f 83SB 2.af W TO, App, rs.od fur ... outside IIVIIZ: Yes Verified By: ei�`d it W. Ilaray, F.E. 54153 Xtinpoict R..l.torst: Pro CrQuIed by Indupolidthit Third Party: Yes Design Pho­­ N/A Evaluation Rop.,t. OtInat; See IMST 8333.2 Tor Design Pressure Ratings, any FLU 836 RI AS ZO-E "' 00-04.Od ddititirial des IlmdLatians, lo,stillIdidual Instructions and rL,31336 R1 AE EVAL 81339.).P,j . . 'roduct P particulars. (Note - AE Fri E1300-02 utifizscl for Cr Qotud by IndQpendunt Third Party! Yea a r ,,a s Inside the HVHZ) I I - ____ ---- Utj5 3 . "I'll.,al.l.tsic" / '51A.WISLOC Out5vena Insulated Upisque Fiblitylas . ,3 Doors An and without Sidulltuas - (X, XO or OX X0 d UX , UXO, XX any' � configuntiont Lip to LrQ Ili III _ ...... _ .... . .... ..._­ .... ._____.__­___­­­ ...... -.-------.- ------- --- - ____ — Limits of Usc Installation Incit""tran, App, -.d to, recs in IIV"Z: You 91 8836 R I 11 INS r 0636,3,og April clood for ... corlsid, IIVHZ: Yea Votifed by: Wendell V1. Handy, P.E. 54153 C or I ... pact Rlsi.tant: NO I by Independent Third Party: You Diss,ird. P ....... : N/A valuation Report. E Ott.-: Eel) INSr d3gU.3 for Desilin P, -Su,. Ratings, any FL9838 RI AE RO-E84-00-04.telf additional Use Irril.dLitind, installation Instructions and FL88--8 RI AF FVAI 833rI product particulars. (Plate - ASHM E131)0-02 utilized for Created oy Independent Third Party: Yes atolls Inside tire hVHZ) ­­ . .­­ ------ __ ------,-..,. - ---- Referenced standard arid Year (Ofstandand) _______ ---------- - Aanslcl / 'SmoothStar' Ir.wing Insulated Opaque Fiberglass Doors virth and yliarL �.,!'Ihout Sidtaftes - (X, XQ or OX, OXO, XX and OXXO � ATISjJDASMA 108 configurations tip LQ, II0 Ill heltifit) . Lismits .I Us. Installation I..t,.,ti ... FI Lm'm .1 it Ill-- _"��_4_pdf Approved for use in UVHZ: Yea E Apthr,wed for OnI outside HVHZ: Yes VP'Ifl.d By: Wendell W. Ilantry, P.C. 541so 1 Impact Re.istairst: Pro Created by llidupondOrt Third Party: Yes Design Presaures N/A Evaluation Reports; Otheii ; Sce INST a333.4 for Dialgi Pressure Ratings, any PL3338 R1 AE EO-E&I-00-04.0d ddhiusill Load limitations, Institution sitruction3and MI a E-1011. , 1_A_P_FY6L.U,Qag_dI, uJif Product particulars. (Plot, - ASIPI 1]1�1)0-0_1 ,utilized for Cid�dtdd by Inchiptaident fhird Party: Yea -11, ed, 'I'llhe tile HVHZ) .1 ...................... � ..................................... � ...... . . .......... ­ .......... ________._.________.__._. - - __ - - __ - - 1p.t��j 1��! I .. . . !V� a4gjjj�� MWW44WiF'IP"`l . I 1! ;!"61, I, �� .;,, - - vi,;IAA I 11, I,�s i , " � , P " � , I M`i Y -.1. A rl�. , Is , v, W', --i 'l 1, , - .. ilUil ,t_ � � .��-4 � i t ­ � ,; 7. 177 ? 11 ­ � _1 � - N. . 112! 11k 1, ill aav till ,� A, ';; ii�lpifi,Mrfm_ , I- I W ,'J"�-�"ElliffilAiiii JR1j1;1�jJ1jjU2.N si=: , 'OL .. 'A � . , �, , �! '&, 11101f � If ;I I'll, if , g "�l Li4u�11011_14;,ILRIW 111mrmla 11 II Il I - . as FER " , A I 101 - IN ,j�,� 14 ,� Iiii I `'�'. o , I .Lt. I . . 11 It -, . , . , I - , . I F_,­� zfmf,�,.aaltu acullcl- LbUill : J­�UIVILIOII !: 1,11tRiliLli OLwIlt'LLICIlloa j clIulairucLe, PL,x�tal,c .� 1-11' '! dcrucL,fle, l Lots � _Ich i �1,1­\ .: , ' , - A , .� 4, rl�"'cicscl P,�ssnlal , A o "", I, 14� I " y' , . ;�, p ri,l,l a, ,-11 11, 11 o P t.11.1 ,,, ,,,,�I­'­ '�,, 1, , ;"k' t- I,.!, , .",",I.. .­ d I FIL 9 FL12441 Application Type Pro, code Verdict 2007 ApPELatkils Status Approved Ckillincilto 7 Evaluation I(Oport - Hardeopy ltocorvcd AldnViad 1� Product Manufactuiur Therrhar-hru Cwpchaholl Addrets/Phone/Einall 113 Industrial Drive Edgerton, CH 43517 (419) 295-1/41) sja,pQr,onCwttteciii)QlQgie5.L]5 Authorized Bldhatur� Vivant %virldlit r cla Plus b I d U consit I to,, ts.c.nr T.,finicul Ropr-oLLaLi­ Add, Qss/Phorio/Emall Quality A�dmra­ R.pr.s.htatll. Add, ta,e`Pha­/LrrhII Category Exterior [)cars SudicatiouO,ly ,S�lmghmg E.cturiur Dour A35ituddlius Compliance Method Evaluation Report from a Florida Registered Architect or a Llcurseed Apiph,caLitin States Florida P otg5slarral Esoldimeer ` ClarrotiII 7 Evaluation I(Oport - Hardeopy ltocorvcd FI rida Endineur or Atchfuct Name who developed Lyndon F, Schmidt, P.E. th'Q Evaluation Report --.-.-..— -it' or Use 1. Whaticni Insifiructitams Florida LicullOg PE -14 SlIU9 Quality Assurance Entity National Accreditation and rMilag,rient Institute Quality A5.uhrahca Contract Expiration Ddles 1�/31/�,Oii Validated Py Ryar J. i ... J, [I.E. is, cyclic Pre-�,u,a rcrutur,riOnt, for Wind id - - be, ­ Debt 7i� Validation Checklist - lordcopy lRaceivcd C.,rhedito of Indep-doncir 1`112441 R0 COI CERTIFICATE Or lNDEPENDENCE,pdf Rcturciiculdl Standard and Year (of Standard) 5irmod-oll Yea, Validated by IOI/I.S.2 1997 55, 40B, 420, 55S TAS 202 1994 E uWaletroll, Of Product tAillidald, CTtif,cd By Sectlonn from the Cole .�Zl,,�"—.."��,�---"".""��—'�".%,�U it . . " "! , �,-- F .. .... I- -­-s-g-IIj­­ - ­11­ � .. - I � I 1. t, I r 0 J , t 1� It illill 1i P m i " � At Juld. ; �".. 11 Ist-lor Lskl31lAL!fa,t,Z�,l!do,T:2vA I if'fil init'!�ll,�",:riiE�-�-,�lli�f.pl,.Izlio.l"li"ljii't�,,�1.11;llilil-11 I - � ,— , ..,�. ,.,I ;"!I'll �i , , � , 1� 't �s " � - 1 . , .101hapaugli.4sti 2l I 1 � J115nIll. I Lct, is 1 U­P�j.,1r.,L.. ; .c, 1,,li I -L-tLuid-be 1: _- . , ra, e Fun, A—a I FW SL,T ' DC[S Ste Pup ' _,,J1 '--h e.l!'��,­-, Wpr.,d-t APPIlaw,al - JIGER: Pill, thrr -A'-"',--1 �jd,�.'Ijtli�l 11�tll,,�l,,,h,,fpl,,L,I,U.t�App�ti.,OltliI FL 9 FL5675-R' AppliCaLlon Type Resmign CodeVerslon 2007 Apiph,caLitin States Appl.vq,J ClarrotiII Florida P,uf;essI,,,I,I Engineer Ardirved P` Product M,111.1faCtLUOr cepay Building Product, Company Addiess/Phene/Enrall 853!; Duke Blvd. Plarson, QH 450,10 -13062 (513) 770 ,sterfleldri"topay.com anvu Authorized SIgliatutir Scott HJFlliltQEL -harrillicontitclopay.curn Technical Rolpi.Is.ntativ. Add] assiPhosevErIall Quality Assurance Representative Addius5iPlione/Ernail Category Exterior Doors Data Validated 07/02/2009 Subcategory Section.[ E,,tc, le, Door A,,.,,Ibli-u I 675.24 Compliance Plethod Evaluation Report from a Florida ReglF.tOred Architect or a Licensed 73, 75, 1500, 190, 76, 76V, 41I WINDCODIll?) WS Garage Door � Florida P,uf;essI,,,I,I Engineer 4RSF, 6RST, 6RSF, 2RST, ad, 42, ______ - -------- ___ - __ &5U� I AP rI3PC Q5027-A.Pdf __9� ill Evishuriflart Report - Hardcopy Received --.-.-..— -it' or Use 1. Whaticni Insifiructitams Florida Engineer or Architect Name who developed Scott Hamilton Impact Resi,itirills NJA Cl eated by Indopelchent Thir d Party: Ile fit- ElultiatiOn Rupert Other; All OPTIONAL glazing. available for this product FIL505 R2 AS CBFC 081027-A,pdf 'of must tlhQjy4lnul load rQquIrQmQnt,. of the FEC. Two typos Created by hIdupQII dent rhi'd Party: lie Florida Ucers. PE -63236 is, cyclic Pre-�,u,a rcrutur,riOnt, for Wind id - - be, ­ Debt Quality Assurance Entity lht.,t.k Testing Sial-vicas NA Inc.- ETL/`v,Jdm.dk Hersey Quality Assurance ColiLlect Expiration Date 051121/an ________.__,_.__ ................................... ___ ... ........ � . ................ --.-.------------.----- 5675,25 025 V15-16 PAPJ-2FI53: 134A, 94, Steel Poll (ndo. 25 ga.) Uouble-Car (9'2" to 16rd" wn,Q) Validated by Galy PfLmhl.r 55, 40B, 420, 55S Limit. of Us. Installation Instructions W. Validation Ch­klisL - Hard,;Iapy Received Apre.v.d for ... ciuldsid. HVHZ: Yes Verified BY: Mark Westerfield FIL PE 48493 Certificate of IndupQndehos FL5675 112 COI Certification of rildeninudeilo, Q1Jaij1S1ajLoh_jjp�tjj)t meet the wind load requirement. at the FBC. Two typos or Created by Independent Third Party: No r y Pf�W,r.2g�f Fraime & Glazing that DOE�; I ttie Laige Plistills [impact B, Cyclic Pressure requirements for Wind-borne Debris �a L56 . /5 2 C( I �tcitlhnrhent on 1pshlPlamprecco of Evaluation EnthOL product -.,its glazing DOES comply units the Impact resistant I SCOL11-linditon.sidif �W5.51 Referenced standard arid Year (Ofstandand) 5illulditud yliarL Ell= . .... .. � ... ..... � 1. I ......... - ............ I .......... � ...... ­..­ ....... -.-..-. ATISjJDASMA 108 2002 Installation Illotl uctiu­ ASTPI EJ30 200,21 Approved for use ourside HVHZ: Yea TAS 20 1 1994 Creat -11 by Indeptaiderit Third Party: NO TA�; 2Q2 1994 Other: �Qlicl gears (no grazing) or dorsr5 vhth optional FAS 20*j 1994 Equr-all- of Product Standards Cer ,flt,j By Section. from the Coda Product Approvial Method Method I Option D Date SubmItt-d o//UI/ZOU9 Data Validated 07/02/2009 Data Punding FbC Approval "Ji'Vull Date Appiawad 03/1 1/200.9 I 675.24 021 1111,119 PAN,2FI5I: 84A, 94, Steel Pall (Inill. 21, g..) SihqlQ-Car (tip to TO' lbide) � 73, 75, 1500, 190, 76, 76V, 41I WINDCODIll?) WS Garage Door � Evaluation Reports 4RSF, 6RST, 6RSF, 2RST, ad, 42, ______ - -------- ___ - __ &5U� I AP rI3PC Q5027-A.Pdf __9� impect-rQ5istant glazing are hopaot-rc,i5tant (largo missile --.-.-..— -it' or Use 1. Whaticni Insifiructitams Lki Top .... or I.. ... is, HVHZ: No Fl"�675 R2 11 102IIO-R,,JI4.Cdf _ _ Approved for use outside HVHZ: Yes Verified By: Plark We5terfield FL PE 48493 Impact Resi,itirills NJA Cl eated by Indopelchent Thir d Party: Ile Design Press or e i P.10 P5F/-32 PSF Evaluation Report -- Other; All OPTIONAL glazing. available for this product FIL505 R2 AS CBFC 081027-A,pdf 'of must tlhQjy4lnul load rQquIrQmQnt,. of the FEC. Two typos Created by hIdupQII dent rhi'd Party: lie opt. glans rig are available: (1) Opt. Injection Molded Le" an Frame �, Glazing that DQES meet the Large Hs5ilcs I pact m is, cyclic Pre-�,u,a rcrutur,riOnt, for Wind id - - be, ­ Debt Regions (VobUR) or (2) Opt. Frame Ut Glazing that LUI,S MOTmeat Rid impact rbsl�thsi. r-jorterserit. Tor %NBDR. Thu product w/o glazing Loali�; comply vilth the impact resistant requirement far WEER (,Of 1609. IA FBC). _____ _.__.___________ _______ ________.__,_.__ ................................... ___ ... ........ � . ................ --.-.------------.----- 5675,25 025 V15-16 PAPJ-2FI53: 134A, 94, Steel Poll (ndo. 25 ga.) Uouble-Car (9'2" to 16rd" wn,Q) 73 75, 1500, 190, 76, 76% 4RST, WINDCODE(�) VV5 Garage Door SF, GRST, I 4K ,RSF, 2RST, 40, 42, 55, 40B, 420, 55S Limit. of Us. Installation Instructions Approved for ... its HVHZ: Pro FL_q,j7!j_R1_lj__!�.1 �91_ 3�cryl I pof Apre.v.d for ... ciuldsid. HVHZ: Yes Verified BY: Mark Westerfield FIL PE 48493 Inspect Resistant; N/A created by independent Third Party: No Laosig. P-O- +30 P5F/-30 FSF Evaluation Report. Other: All OPTIONAL glazings, available for this product FI -5675 R2 AE, IBPC (1510. -A.Indif 27 meet the wind load requirement. at the FBC. Two typos or Created by Independent Third Party: No upt. glazing are availabb- -� (1) opt. Injection Muldrd Laxas Fraime & Glazing that DOE�; I ttie Laige Plistills [impact B, Cyclic Pressure requirements for Wind-borne Debris Ro-fions. (%NBDR) or (2) Opt. Fianne & Glazing that DclES NOT imak the impact riatisterit requirement far WIDDR. Ih., product -.,its glazing DOES comply units the Impact resistant rLiquirQrsent for VVbUK (TOT 16U9.1.4 Fbr). _1= �W5.51 ��l V16-09 PAN-zFI5J: /�s, 15t Steel Pan (Riln. 25 Us.) jinglq-Car (Lip to To" wide) J_s)�l - g�. , ", 4�1, 4213, 188, IRST, 4A, 94, 44, 48, 42B, 4uB, 4RST, VVINDCODEIo W6 Garage Door vAth Optional Impact - 1 �RST Resistant Llte�_ Limit. of Us. In't.11.1tican Instructions Approved for ill litsifIZ: Na � FI__r75 R, " In ........ � I I mus Approved fur sle c.t.ide HVRIZ: Yes lue 13y! Met k Vie' stel field FIL PE 48495 Impact Resistant: Yes (:rrnf�bd a ad by Incluipandent Third Party: tie - Ousiffes PIT ... cure: +Sa PqF/-42 PSF Evaluation Reports other: Solid d -r, (n. glazing) ,,, ,J,,rs ,fth apLiOmal &5U� I AP rI3PC Q5027-A.Pdf __9� impect-rQ5istant glazing are hopaot-rc,i5tant (largo missile Created by Independent Third Party: tie P, ) ct . any additional ... limitations, l"AalroLhin 111111ILti.111 and _i� I ___.­.__­_.____. ___-.1 .......... . _. �rcsduct Pall ___ 51075.52 __ _____________ 052 VIG-09 PAN ZF153: 73, 75, --------------.---.--- Steel Pa. (non. 25 go.) SlisUle-Car (up to 9ru" wide) 12441.2 b. '-FilbarClassid", `9m.othStar', 04A, 94, 42, 40, 42b, 1130, 4RSr, VVINDCCDEI�l WC. Garage Door Tri -sous (QIQXO) - f -wing Or Oul,34rig r,RF,T lUu.iq.L Pressures �401-,IU ____________ Limits of Use --- ---- _ ------- _ - - ------_--- � ........................ ___ Installation Irstructicants Approv:d fos,r U.2c in FIL/1,14i No 71, � -.9 r -A I-0 II �L Lq dpjat: �kt, __.�i U._�12�_q Appl.v Life " �."t,iido1rIV"`c:ye5 Ve rifled By! Plark Westerfield FL FE 43495 I ... Pect Relsisi flu Created by Independent Third Potty: P40 Dosign Prc*sum! 4 �U F%�F/-42 FSF Evaluation Reports . lazing available far this product mall Other: The q s the FLS675 R2 AE CIJPC 061027-A.ptif wind load requirements of the building code but DOES NOT Cleated by hilp-d-t Third Party: No ... -1. tire IrIsparl- ­i�tunt ,cqui,crient for w,i ... Jiburre, Lim! ll� of Ll I 10 dvbr], reg I-,. - ApIl;ryvud tot' Use its HVl No __ __ __= 5I575. IVI:�,(erYd'" I 53: 73, 75, 53 F ---- — --------------------- — -----------------.--- Steel Pall (Irls. 25 ga.) Uotible-Ca, (137' to I.r5'1" viidu) J_s)�l - g�. , ", 4�1, 4213, 188, IRST, WIPIUCOUE�7) WE Garage Door vjjtll Optional Impact - Ell= . .... .. � ... ..... � 1. I ......... - ............ I .......... � ...... ­..­ ....... -.-..-. Rosktaht Lites ­ ­ ­ ---------------- - - __.­.______._ ____._ _­ -- ­- ­.. - Li ... its of Use Installation Illotl uctiu­ Approved for use in HVHZ: Pro rL5r75 RZ 11 101539-A-R-10-Sli Oct Approved for use ourside HVHZ: Yea VO,ifiud by: Mask Westerfield Fl. PE 48495 Impact Resistant: Yes Creat -11 by Indeptaiderit Third Party: NO Design Pressure: ,:S1 PSF/-41 PSF Evisharisti.. Report. Other: �Qlicl gears (no grazing) or dorsr5 vhth optional -5 _LkE df FL U� _ R�Z, �IXFI. UIWV�Q-A.. Impar-rA Istant glazing are rope,t-r-autorst (large mit-dis, - -5 Created by ladOp.nd,.t Third Party: Ile i:, � W X. 1 I �, Ali , � - - .—M-49 do ---L' , 11 " . r r#- -- '11, liliaptaluiliffiRilhaski-kiNy" iii,614i � , -impact), ­ I I __ - ________1_- I I- I t ,a ' .O.i ..1.11 I., a, � un, 1,,li,scal Ill, resus, ' So 75.54 — 7'r 'E, — - -------- - -- - ____ Steel 'a' (mi.. 15 go.) D.Lidil.-C., (9,2" to 16,2, vilde) 8 B, � RST, � WINDCODC(!j Will Garage Door ,, i - .................................................. Limits of Use Installation Instructions App .... or fia, us, is, NrVpZ: ,to FL5675 R2 Il 101539 B R-vllj-Sl,.,t. kdf steive f. . use . Appact or . Wdo HVHZ: Yes Verified by: Mark Westerfield FL PE 40495 Iship Resistant: NO Cirtolned by Indup-dont Third Party; Pro CI P--tinto 1 �;7 1`%�l F%R` Evaluation Reports Chilma; The glazIng available fortlils product rieetsithis FL5e,?S R2 AE CFl 090d30-A.Pd1 wind load requirolnuirts of th,a building Coda but DOE,' NOT created by Independent Third Party: No Ill- tile ifTl[.,t ­Jlturt ­Oquiru ... cut for windburn. IL,jl I -J. crO;Ly kd delbr�s regions. �:,­l to,, li ;I5036 Product ApprovAl Method Method I Option D Out. SatstAL-d 04/17/2009 Data Validated 07/03/2c)og Date Pending FBCApp,O,dl C)7/15/2009 Dole Approved U6/11/2'JOI9 FIL # _j444_T_1_,_,_­__ -----, I Model, Numb- ., Name _ ._ ___ _­_ -*"*-*-"-* ---------- *a. "Fibell:155sio", "Frinceith$tal", "Class Ocr-aft" or "ClasilcCir.fl: R -Air" So,!- I ___ _l) 's.iriptien ­ ­­­­­ -- - -------------- ­­ - -- ----- - -- ----- _ XU x ti'u sdpaquQ Fibctgla55 Single Door whir Nah,tan (C)IX) - Inswing or UntswIng -,- __ Li its of Usts Installation Instructions Ampprovod for use in KVHZ: Tie F1 4?441 ill 1; _JDJ��A 1,14;!lf Arip. aswud frIn use comindichis HVHZ: Yea Vor1fled By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Indoidendent"flurd Party: You Design P,.-,,,.; NUA Evaducticin Reportu Otl_ 3a. l 12441.1 To, Dosigh P ....... Ratings, F 12441 Fin A .-L--------..----E-r-�LAL-.I?,�L4.L,L:L,Of any additional ... limitations, l"AalroLhin 111111ILti.111 and Created by IndeponcendThl,d] Party: Yes �rcsduct Pall Limit. Of Usn, I ....... � ....... .. - -,-*--*-r,-* ------ ____ ------------ -.---.- ------I ------------- --- - ------- -------- -----------.-.----.,---�,�,�..'��,- 12441.2 b. '-FilbarClassid", `9m.othStar', 3'0 it old Opaque Fiberglass Sinale Door with SIcallicied; and 1 "C1.1111CI&L" Or "C1.11ii-Claft Tri -sous (QIQXO) - f -wing Or Oul,34rig 1 RL15tiC" Series _--_-_-1 ...... __­___.­­ lUu.iq.L Pressures �401-,IU ---. — LinidUe of Us, Installation, IrstiI ... App, owed Tar .,. is, RVHZ: tie FLI2441_110-JI.-INST 12,141,2.pdf Ap P'.v.d for ,a.. outside Ifsti Yea Verified By: Lyndon F. �;chmidt, P.E. 1,409 , Inipeol. Re,ii,tianit; No Created by Independent Third Party; Yea De sign Pressure: It! Evaluation Reports Other: Blee INIST 12441.2 far Design Pressure Mhsly,, FL1244 RO AP EVAL 1244 - .1 1 I " ,;,y additional u- Infltation5, installation instructions 'an,] 'roured is Y . deperidentTurd Part,/: Yes p coact particulars. 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Hill � III.Ki PLINC 1.1 13 : i A 1!11 I � , � - Or I 11 - laill I 1� 1�1, . 14 =11i ,L_L�L­ ­L1:­Nt 1,anL_L­scIC-ti!l1r,1t.1I jo� jil L�i, _1­iI I I,. al:, ,q C. ;".."."",�l,"-,�-.,,,",.",;,.�...�.,,�b"—,,,:�L,4�Lvt��.Mk�t;.,,Ult��Z . I - . . I - 1. _­ � I 00iiiiiiiiiii! �I!11@140111 I .1 I, 11 11 1110 Ft, I TLIJI;P) 1 4 M91fir' FL I :1-12211 11.0 I I � wl�� Qrstrili'll , 61WI a I , ���: 6isliniv'A 1 n,,rk�'lltj 1I.P111,L111, Tip. 1. 11 1W - i I I ,�rpls­li­ Tip, 4-1 Wi�ilt� ifl C"'da Val $tell 1 . 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C, Ofty RD, : grol li 1, 75036 :uricl tcn FA 750J6 vin.lbil o..*es,j,.d1�:ix,.cIn vjn,prraros'glua,Jn.v_nL CnAlity, A.IjrarCo Roprv�;;,r t;til" I td sla cle 4d. rOaIi1.yA;.1r;r1Q QqP10�i9rWiNg I'd S'a-cla"l, Adu1bsVPlhoni)!CrI,rI I r 0 L W, I. r sI V 0 Ad Or 0 s f/P 1I oil n/ E met I LCUL vv� crcscy RD - .,a. ,ol ic" IX 75056 -� at (01 arl. TX 75056 tiudl.s:..b-,,Il,d,d4ctx._.Wl t .J.ccs cb,c1,d'rj;dtx, --on :],�Ig..,11 ,V 'I'Llow; ,:dLegury =Xterlor U�Qfs , , Sjb""ta,p, ) -i�Q.l Scba,t.Bor,, 14I d,,,fj Gv�,I 0c., b.,wontilkis 0�rsrdiln�v rovkhod s,ji.,itell Rwp�l t sell a Fluaidi T1dIj1,.QI,d AILIOLVul Or J LiOao�,d CU ... Tali xn.sd Idellwo :Oltfi�atiol. N11111. 11 U.IrIj -lo,cla r,oficS1101,11 inglIcUr C,.luaticur report 1:,d.bipy II ClardfirdtiOrk Araii Nritirclln �rddtuctural Manuflark-hais A�stjddtius Validated by 5to'e'l fl, Q'ith, PE F1cI Cog nocr Or AIrChitaCt ra,1,Is wrQ d-,Val�todd .uis Robtubs Lomas tlhOEv!lu.',TJo,l Rcport . W Validedus, C lell,lirt - He, O,XpV Rss:oi�lac� Flo Ida Li-.wole IE -e 25 I's I- 11 1011111 Accl.cll�,lllor, "'d NI.e.g. o -t notntat. ,uahty o:c,rarco inuty, �u alrtyr 43sma, ce Con Va�t Exp ran �,, Data I.1/3 I"2 )I I kefiderotid St�nclardl and Year (orbtand-jr,J) - . ZAIlaoul yir "'alidikid -by :;bel,on I'l. ,J'i,:I,, PC AANIAtWUMAICoa, Iu*/J.Q.',/A,"0 C5 EQU5 "'I'd"bon 1".dkl,,t Its, ­Ipy A-sa-d Equivaltirou ofPrscdCt 3tirdard5 Caltificitu ofI ... dulp6rduncsa -J-I.:LI,LJ-.Ll)�-'��-.�,I.C�Lt.1-jl,3-Z-LL�!4i�.P.-Liitl.D-1��,ii-11 C.,tifisid ;y Plif.,clocad St.amds.d and visor (dfst.,ndo,d) !2-In-luld Xel" A,`,nVVV,W,IA1CSA 10�/j.E.2/.TJOCS 1-100, �g, , 0 ll- � I n ���� I 110� � L l� 11 !� , :� ii g !:, PIIH � il'. 11 i;a �_ � - L'u"olcoro. off's ,,duct 5t,s, J-6 l..ertalits.1 a,,, �>,Alof,5 �, am (fit, Code PI1,c1LtArPhu,aI P,htlJL,,J Melded I CiptiOn C, Det. sclosou,tif IfU/n/2(;Ogr Date Validated 1013012-' ,Q9 Date pending FBC Approval 1 1X812601) Dotte ApplOved 1-21, Z414GO9 �s t ........ iry lif 11-srodOote QZ1I'3iZQ1 I 1 13 IOU. 1 ,Uji.r)U — Aluminum FW (plar,ge) 60" 9 �U" Insulated Annealed L___ . 3111,�'. Per it's li),t.1otitRL intir-cl __.__,LLild,,f4-.t,Jria Limit. Of Usn, I Installation IP5trLiai0n� Approlvii(I Tor use Ili HVtiZ- No Fk 11 UJILBts-i I A u1i3,_I:ti()_soL'a�xg mvfgctwa.L. an f - 'I Appo'"wed In, ",, uril,iid . HVHZ: Yes F� 31m) RO 11 0) 68�Wql 14 D.-jiner pdf Impact. K..idlsull.: Nu � V�Hlisd By: Luis K. Losso-, P.E. 02514 lUu.iq.L Pressures �401-,IU Criialned la�/ locop.mill third Forty: Yea I Other; Sssi attichiril dri,sintp, for the inscalljUill Evaileastiers Reper,ho . nri Incliudl. pinfoll".1,co, limit'il0p - .2 Susie, I �30-15il) [00 .c and Other FL13I1jrd_RC_,AF_03 510�W 1 �:hertj of ul;a. 04�lixisldfltsurn riji __ - ___ __ - - -------- ____ %­Lcid by Imccocmd.rit, third P­tp Yes I I Iiials.'I I Series I-Lijilll . ;,In mr, FVY (Fill) 60' *i 60" Imst1rated Annealed 3116'. I ��-,..,,t,.i I,V rid,[­�v­ 11, r- P'r-': V­ Pllusual.t-Jle'li Instillation linitritutivin. Per" Lim! ll� of Ll I __ 1"idbilloutant lorallirucLibirs ApIl;ryvud tot' Use its HVl No FI PO , , 11 r4 C8 1 �Lj1_1u1"L!_18J_1,L11 J-1 � App­wmd for ­ O-1.1id. NIVIIZ; Yes FL ,3,99 RO I 011 (118 COE2 A UO,,,j,,., Fur I Impact. Ke5ritant.; N. V -,i lied By: Lots It Lomas, PJZ. V.i5i �, laca,ign Pressures t.IU/-,Iu : Created by lodepharidem: third Party: Yea . 54i attached drdalin,j; for Lhi, hirstillition EvAltadtlion RqporU iOther: 1.3truction3, pirccuot performancin Imati/Dro ,arid other Fl. 1:3 IS9 RO AE 04 511b]�I;.C-Z Euribis J,�--,Q- LWO f6U x 11 I ... ta laf ­, 60) E,,l,.n6'a,.Pdf I Created by Indialsonoluot 11 .... d P41 ty: y'!6 0 -___.__1._. �­_j ldip:/)ANA",i.toii(�jbtdl(kitg.,)r!�l)til-,r_al)l�_(hi.a�;P.V?I)tvalit�w(--kLI - i I ill: 4"'"MmOh . , , I "M , if " " 0 � � ITO 11�11111�;-a­ 41i ii,111 9 �19 I ,�. ,I : 0.1 I ��i -, " , , '­ , ' - - � 11 �" q,� �, �4 ,4. W, , Iiiiii, '� , iiilii� � 1�11� , ijij�,�,,, �. I - � i4kt it 'i , MI I I , t" -4 41 A 11. I I 1, .�&i 1 � -, & I 3.1-0, l�,-.,� � J � . .1 , oll�11:01��lygiloil4�,�'i���[����,���,�'�'! �:�l , i:, � W X. 1 I �, Ali , � - - .—M-49 do ---L' , 11 " . r r#- -- '11, liliaptaluiliffiRilhaski-kiNy" iii,614i � , f.iiq,,,n,t,ii��,!�i�,,,j.,r,ct=��v,%r,L.!n��,*,�liuly.LI t ,a ' .O.i ..1.11 I., a, � un, 1,,li,scal Ill, resus, ' 1,b- I-1, wd, : 4"" - i", � ­-, 'I j ..;-.-P I t se -al : lr� I .1 6V*,.dLhLlL Approval Thama3 L. 51hploordre ., j," ust.�Pu" ,, i otai-IttAtuallisititru " [ttr1,,­j1wun_.dcrr_:i,i4LIl >RLULAsolaolt � A"Iciti;', 011.1 FIL it "11,,41P "liphout"', Typ� Id , " Cudid ')us $lost �21[01 A TIferni's, 5:,,nus r, ue ... Ili I- , P ot. if -T, oval co,,"'..", 1.rtrld�tu,lf lod.pe.do-is Archi led Q) product r,Iamjfa,.r�,r2r �111­31 Alljr)nuro 'clopiny 6,W­,5)p1­ejEoaiI IL,jl I -J. crO;Ly kd STIM Ed A W zouz �:,­l to,, li ;I5036 M d �q72) 2�2-527 I EXt 207 - 1 vlrnrIjjrucu5ig,qjctx,.ccm /,,,tl,Or,,-,J S, -],,a-- so - ,,I ,� L. In " .< *11 on, ,is,jch I arnerpa. co, , Tochnical Rtfrtstm�asfi,,, Ivan P-31 ades Acr3rs.i:l'Pl,u­/C,o ail ICU I 1), ,-,ciLy RD. Verified by! Th On,, i L �[j whierdirIa 1: I JD 40-345579 ' 41 rLd LL.r_ loldl - " TA ? , C­tod by findeperdult Third Party: Yes vrnr)a,ece'ta,J�uk.uu ... r,alityA,;ao3rc9 Raps -r -tat", ivers P­dtli, M E. - Adir �.,,ytihom,,,Elmall 1CO1 'WV. Crckyl Rd. �� _%[_�,_Pil��-L_536 -I- ;a,td_cL1�.2rr*. I., _11frol Lcil, r� ISO)o " FL5427_FLZ_.,NE��jq-,��qq.j' - , _,9.15 P,�l,-,q�,.,g,).?..��.,,_J,,,.Ur ,an.p4r­9LT9ec1lI,1Cnh _Dnagury ,11 uldlu'V5 S,ldt,tapr/ '�i,giu I ung lu'spri.n-, N,.d .... I - '-lujiburi Repui I. ri -in d Flu] de RJ1,­clud As LIIILULt U 3 LII - Approved for use in HVHZI No - Wild] rrOIE5,d0'IEI lingl-eut App,..ed f ..... .. Indio ti Y,5 r-It,ab., Puprrt lirli R -re -c Flo*Id.a Lng leer or Archrehct flame who III )pe.d .,is PoLpito Lomas Th, Frv�luo6o I xErOrt rather; Pil Z. 32" I'll Sections vi�x Flo Id :i Ll:e1lS9 ,E-1125 I's C."Irti, c;Z_­,O. Griary '41611"lil A"' sLfi­tIOI1 C, t4l'"Jig. Atint 11111ILQW, Quality A;s_r ,onva� -it co I" -t P.d, ratisn Dah� 12/)I,`2DI3 V.W.ted by Zil,'lls, I 1. ILL id" PC V,and.ptiom C,Pschh�t J)a,O.py fl -6-0 1:1,0f.cV9 01"dol,lind-ce, ; I i � .1.12.. P. t, rr 1 5 1 1. I y, 1 P I - T�ofn w,,ced St:i.daud and Y.,ir (of Snindo,d) ZlIttgn.r.ill your AAII1Ay'AOT,lAjCSA 10 �/),�.2/1%440 2UQ5 �qlji ,one,,,, Orsh-oduct 3tch-dirds I MI.I.Iml, ficumbor or House, (:d,fified �y Ill I i2. � S�Gfjionq, *r,,j,, dw Code .---.--. 5�0/1570BE�:-,jrl!P, iTi,1LI.I,lI,IJ1lV,:I,D04 le"'I"'.1rAll, IvA f-1,r1odl t.I,Jj,lI I ,),,,, r) CloLi qllb IrW:, CQ/17J�1.11 I Darz led 'Ji QZ1I'3iZQ1 I ­)ai� p,,d -,., rr,C _� l,r,,,,,.l (d,1n.Ii;0I I I LL, I MI.I.Iml, ficumbor or House, ticarcripticin Ill I i2. � ` ./157, ) CE';IC-1 tEk `H .---.--. 5�0/1570BE�:-,jrl!P, iTi,1LI.I,lI,IJ1lV,:I,D04 __jf_____.__ 1 It'.- -1: Lced-Ill 1 Jr�l I �­, � I I . . 1:,'I I it'l V,CT Limit. uf U- I-tellAl.. In,ere-ti.n. ---.--.- Approved tar use In hViri4i Via FL'. -L ,112 VO 11 lill? r*. 211I, -*,I' Appon­d To, ­ ­Wdo IIVIIZ: `�-, 1.1, ili,..l f$Y. I I'll PI.o,r.j",I -, 1, 7 - 4 ,I Impact Iteellitomt: .p� 1�, Created by :ndclpd­,a-t r; Parr�v: *(.It; U,.'ahjurtialrusaur,dihill.1i, Evaluation RuportOi Ott, , n Frrr, - I ) ,J:,Nn ,,-i.,jr irt­,rHijcNlkj�; r('.k C_1.­L1L`__EL�L '�l '. " .1.1 sixt!3 AND Pa -11 10S. .1 ... � .... ­­­­__­ ___­_.___..__._­ ..... .. .. - , .. � ____ Created by 7n&; �­!.� It, , - Par �,,. Yea ill I12.2 Iff0/J570 PECI­41`10131_s�' _r_ __________ � Sti.1, 1�,�Ij PECUIPIrli SIT A_I_P,l:MIjNI well, DOV,i _________. ____.________..___. Iq:,I+jkP4l:T Llossitis ,if thea -_______1_- - - - - - - ---- ­­­__ - 1nislumillitimr, Instructions APIn.o.ol Fair ... In HVNIZI ill PL. 41,� Pl., it ),.-0.',L,'­1i Apland,red for I coln,irho VIVII14: �13 ��--�,-(Fnf��­Lul -!R,�t,,,-vj, ffu,,,,a 6�- -4 :'nd,r, Isop­L R-61-1.: H,, C, ,,It ,, I ]IV d -P TII " P�. , )", QQ09r, Pruwxuriu II/4 Evatuatkars Reports OthcrillLI-ILk QII'rsI;q_.,1 1%J1041:�110I rI%:lk I -L. -II, 111) At blI!9/.c1J1 , `,,I;,F1 ANF, iubs-lldri.�. ��-,..,,t,.i I,V rid,[­�v­ 11, r- P'r-': V­ proijuct j�pprvvdl rAithicid victraj I Uphill A Data Subtitled 3�/04,12D!79 V,Ls: Valid.bud 03to-UZU011) Cote Pending FSC isp�,cqal 0310912009 V.Le Apipt­d 0 i/07/ 2009 FL 4 Modal, Number or Name ___ __ i2271, I ---.--- -1111 . � Li llag,arl.ho - -- P49 Alar"04.0 forulaus in 11VUZ Approved far rassas outside JJIVNIZ: Yes Impact Pc,�Fl5taont; NO Denisdr, P-5surtis; e,i0/-,;U Orl SO— Jti-hud drilving; fur the installatloo Inilt,rotonS, product ptirolinruce, firilt"101, and othtl lirnitt; of use - _____ ____ __ - /1.2 I Cial ets 'll 122 I — Lhrsit� of Li Approved Tor its, In HVINZ: N -e A plons.11 far use fulblidis NVRZ: Yes I.Illinict Reishildint.; No UesIgn Pressures �40./.40 Other: See attached draiwings. for the iraoillzti�n Instructions, prtioltI porfTirmarce, linnits/Dil and other limit, of ads. ­­­ . ___ 12274,5 1 Sell-$ 430 Limits of Use Approved for usna Ili HVHZ! Nis ------------I ------- Approved Tor urse malladc HVHZ; Yes 'I ... Paul Rou,isit.nt; No Degight Pretiadre! -0/-0 Ournor: ��ur jtW,!i­r.d1 clr�o,d-ga fo- the meta clacin �`Isb L ctoIll, p'o­:t �-sl'�:rlllan<Ie, 1, l'u"Op .-ol ,b�hsr . ll lis ot Ul. 01 ------- ' ­­-­------ L ------ - I �>,�),[.C, --'i- 4-,r. —_ Linninds, Or` Lcus Appruvcd tar tric in IIVIIZ� f,e) Approlo,ad far ... . .... Laid. FIVi Y- Imparut Pumaciatanta NO Clh,ishiq Pirle more; -4�)-43 0 11, cr";�w JLtaJ­J ,J, a,,i Ill, `,, tile I,., La aLi,r -,is. r, -o -t p-.r-'csrrn3II limit.oiDr. ar-d Q:hur insirccc I. .-u- ' List is of use. I Listuncriptioci Achninloris EGO XX and XO (Fi 95' x 00" liv,ji,t clj,;,. in,budims. __ .­­__­_____ .....-- arid Inital,attil Tunninui,id. Ped Minvifactuter's retaliation C­tlfk�ildhahr Ajohicy Cort!N­Le Fog C CAC QI SA,ily, 444,44,44", 20 X,( AhC, - .0) I IldP 11 12274 quality Assnurance Contract Expiration Date 01!111�WZQ12 Installation IruntrOnAllaue; FL12274 R3 IT Oi FLOOrlg8 DIrs.ill,i Vilified By: Lul� R. Lornes, P.E, 625J. -I Cre.ned by Independent Third Piarcy: Yet E..1.4cer Reports CrvdL.d by IndqpLindeni. Hills! polity: - _ ___ Aluninvurn 5(70 XX dnd X0 (Furless) 9,3" A 90" Single (3146I � I Iniulatia-d Tomplucrd. Put i-larsufacLutel'i; Incollaflov, 11 I InutructiorI5. COrtfif1c,sition AuturrI Ccrillficeitt: - - FLI2274 R0 11 _ _q.CAC 022,nhw-; I20XX(9C,x�X,IAPC.IbJf _ quality A,smramcu, Ccuntrount E.Tsi-tics. Fruits, Go/josizit Iz Insitallathon InstrucUldroa I'L1227, pu I �' F100411; 1) P �, , - _L_UCjg._jUU.0_ -a hhui,Qy: Lb�s R. Losses, P.E. d-Z5i4 Created by Independent Third Party: Yes Ev,dowatira. fboruirts atud by inde pendent Ti it rd Party: Cre -_ 0 troam"GD,XXX(Finti J4�11.�",011�1,glsrla,s 4, Al cl " laced ferni,tred. ;,or m3nufacwhrer's marall,clan In, " Im"G.'s, ..----'--- --'---- _­_­_­____" ' ­­­"'"" - ­­­_'__ Con-tificatlars ArptureV Cfdliflc�jttt FLt2274 D L; CA(: 05 Batista 4 it) XXX (1,1 j 4 UU) _. I,, - U.1114f QuIalit A ......... ConfliI E.V;i.Uo,i data Y C"yy_12/:;,: 12 Installation afthatructillem, rLi22;4 ;.,'I 11 (,,�; f GClr')2 Cre b, jolf - --t- 1� ';-*.,I 5 ed 3 Y Lu I -­ Luumv, I.I.E. ,52ti Ld Crtcl by Indcaithri hird Jurty: Yes E,,.Iu hn, Reponlill Cl�,,)Lad by lnd�palridcrrj Third udrty� - __ _ --,-,-.._.._______ At ..... Iran, ,,�(-.D xx", �-ink",; 141, ,t W." shlglI,61,i.�l ,,-,l :rjLjjI.9d 'rjjd,cAr.):. Per PImsdisodirtr's Instal siticir tratri..-.1j.,n Curtulcattlears Acp­cV ClartIficeltu Ij L�I�Iij _ nin ( '!--,: ik�. :­­­* wx: I' �Lu_, .�_14 .jcz� ,_`[L.�Slr Q_Uality A"WrjnaQ Contract Expiration Data C,MI 12 thrusitallatirs. le.bruoth..'s '1717q FLL__ [1,I) 1) 06 FLQIMZ Druills; pif �­Iifiwol 6 1 , Ld a �. Lorrhd��. P±. (O�el 1-p Cle,L111 b Ij1Jtp=IjI.I­LThirIJZi�W i',,, I I Evaluation Results; Crmh,d ii-) I,,­1,f,-nd,rd Thurd �,t,t dtlpq el L, ! �Rlifgl . I M sM '4pit 11if, :::l ... M� �1 a , i @11ij lamr, � i l' HN1119,11I' i7�' 111 !. IN 1i I 111""i If 11 1 I � ". i � � I Ps . � . I � , ., r. " I t 9! . , ikld�l, 01 � 10 Ili. , ', ur . P� ie rlil ki, �. I I e 11. .1, " 14: A 01, l, � ME a ii kfik�:�, I ,_ ". ",I � " 11 111171111. . 'll. MA I I W, 2 " . �N' - .4 if, 771 as - I Z , 11� I , ' Rr . I I all P itio , * I , ill'A ,I C., I , s �k, � ! ;�4 MIN I I, ,�:�I gq!% 0 Rli I 11 Ill 41 I'll 1_11'- , I � I .1 nver3 1,1110 IMIA.M. I 1� - CH. MI K0,_11Q=MM - ON. a . � -Iti,". ; Laq� , Or., I li,t l� � . . * � Trl,taqpq,lm� 1, li.� ,tigue.— I H. re"c' � a_,,­."'w'a � as", -1.14 , I., ...... � ­ 6" 1 "It'lo-, ; .,La � a_a, I "... ,; ;! !TL "I's "I L 11 <Tiz, " I, Product Aparr.-ted , � D" -11 I � 11 :it USEK, I I It I I. Ill 111 I 1 1 � (I ji�# , " i I tF Ill ii - I ;1 . 141 id; a , li,,A� - _L I 4 _dw,�c­ �L—Irl�l.,�,,�,,,,,�",.%.""F,8"Lk.,t""I L'Awal"460I - . S I I -S lic- ` "Pill -i"ll"; 1_7 I 11 1141 sm, L # z1_12939 'i .111111 11 IPPIP !�,.Il 11 F 11 ,,, � i � .i I I , 11 "I'll, I . piplitst-, Pipe �It,, : . �� I ... IJ!4 - , � , lip --cide Vc, ,lot �0,1��'ji 1prT72,110461i: Ir f ?CO1 I 1 il ; ii. 'alus Approved 1, -.,. I ! "i-plo"u'r S ji."Ooil"lizilver I ilat gover 5, 1 Im"ants : `tU':K"­j"­I­­­ -- -4 E 4� - l W ho"Iii I I Product jo6wjf.,cLjr:ir ,i anural Atari IL.In Company zdd,,ssyP1,­,Errl:hI Idol. cv, C­Ibi, ad, ��J,,Ol is., TX 750)6 -5271 ) :97Z 2�z ext 207 vad,P5r�coa,;icIacIx.cCnr Al�,h Or i2,,J Skjo @.On , I ... P­d- wan.pni _,cs(�Ilgartxcrnm Rechnn-,al k�pr63irn�alv,, Ivan Particle., ',Jd,, A ­i`Phc­jCmail IFUL I'a. 1­lLy RD, .arrol v;hl. IX 75UJa V,dn.par�Co,,,ti)qacd..cchn (�,Lahty A;z .... O. R.P-s-titi - red S­b,11� - Adthreiis/Phonella ... ail ICOI W. Cr�i:!:y i - r .a I Or tot' , EX 7 51) 5 6 tQA.t,,obaLr,(riTb;,I ... -ateguly �� a ndoos sci,cratoj�r" .10'i.cinnal Endo, - . Ccaoipl,ar�u mulled --luddall pepsin L flur d FIVI IUJ Rildill.Wilud At Lilibri.l. at a Ll�vodtvll 'lulldd FlonsEstu'lill tirlsill )Got L, CvoluaGur Poport Icr4copl Rocativisc FILI 5ng n9cr or As On i LaLk n A .... a Yollu devilluriud -Us Roberts Loll 3; dh0Evjluqj6u,i Report FIRI Ll:erhiq 'lli-e2s 14 f-,I.Illity �,5.irarcg Enuty 'Jotional Acclialfi-411-11 ord t�I1n,1JQhlQnt :11litih.h. CU Ally Alsisared, Cont'a-t Err�p radars Data IV31112)i 1 "clidarod Wy ;W -n M. U'Ith, PC � Validation CILeblilt II, ­.Fly R -la -el Ccifilicin, ufInck,ponchance, 't.L2939 Rid M 5LI'A,­�i,bd PlinaQlCed Sti, ... Jard und Y-r Dol'Stisr,",J) r art dudrd Ynal, AAMA/VaUP44,yQUA lU :)I.S,' ,/A-Ir4O-CS 'IOU 5 Clioi-lel-ca III aduct 3tsirdeldr, Llertifiod 3� ourtiolls "rons the Code �,,As ,,- Arf­vyl p4l'th"I 1,1,.--,.l I ("I'l. ­ D I't, -Ill .... itr'd -";;mo-Ol� ' D,,U, VJ, -IO'd )3/ I :/2xl) -);t6 ;�e"di"ot r�,; ,lip' -,-:101 D1.11111:1. DW -) *toAjcp-OvO: I O"I.S/;t1�JI 0j 1, 9 � I p" . � , a Ill g I M I IFIL it I modal, ifisinartair car Name __ - ______ - � 12_ju,-�-- ---- ---- jtritsi 2,X0 ­ - -_1 ... --.-I..- I . - . ­ _____­­.. - ­ 1. .. ­ -- Limits 4f ILI A PrOvoind fur lanot ins HVt Zi Po, p , o. 1; At,[- uould has a Onatter,le HVHZ: �,,, Impact Resistant: IqQ UQ a 19" Prussia Tot .P./ 40 (Illear: ,V�. Illod". I d -o" rai, k, -h, r.t.,11-tht, "'u--gunli, p-oc1U:Lparfa'rrarl-.c, hill (!/UP sn-. ceiir lrrl:�cr,o. AJurninau-n i ',Fin: 04" X "O" :1-3.1d0d -�,,nI Ul,b. F­ I'llen.&C.L. 1.1" n1t.l1ct1LII III -1.11A .Ani. ---..--. ­­...., ...... ­_­___..._. - ­­ � ...... _. Ishastallardisior Are,dria-toms FL t2l`)OD �-') SJ 31 OQ�DCOJ 1� Rosstentlikor.;u: Vesif ed 5): L,i, R. L--, P.E 52', 14 Crox-.id .-v lnae:irL.-.q­,:Th I Pjr:V: vis Evaluation Rcpurta LIM 1_�,IlI9 ;_j AF I I I -6;­�.'j, 1 - . ­_ ­ ­ - Craa-.�d uV In-;0:orl,.e1:T1I lr� P5r-.,/: �j! uisilz��_;_, , , i " " I , I" "I'- �i�ii.�Wi ., I . - .� 11 ruIr; " ,I-- 6-MIXIMUd! .;r'Ur, i�,i� iIIIIiiii ."2111.11-21'. � q. ii I ;,I! g sm ___", . ,I ;1 .1-11.1 - � 'jbl� ada,g4­ "- ""& t1j,irit gig 13, , " � . . �, , " MI I iff - - A , _:_ sraL r ."e, � "ati! ".1.4, ii, 1.1 &-pi , . c .1 ", V, 17_� 4. ;..I1._._1- ... ­ t� - . , � - I Bb) I lisill tv, , Illmirl 110 .... r - - ET ra MI � v. INN — 11 &UM&nMTiI,W=xw a uOts ll,�,, ! Uu" 1 u ­,,,,,,i,'. � riti's-: �L�lril_­­: ,i-sr ­s: ,Ic,,t­ . � t . 1 It'.- -1: Lced-Ill 1 Jr�l I �­, � I I . . �ci� — .III ('lLF ,.-�dw,O,,,vs,-w­ .I j " 'W.141L ­�,!.c,aanula­cac�- � ,­�­n"k'r­ue,,,l qI E-luAk- Pm P_t - H.,,d,Opy Recal-d F ,t F1.53Uz-fil AH,hoat,on type R�,isian CodoVa,alon 2007 'Lad,s 4111c"Ll.o. App, ­d CLIIIIII.Iltl qI E-luAk- Pm P_t - H.,,d,Opy Recal-d Archived f +� Product FlartinjUtho, hold, Garage Deals Add, e1niPh- ObEnwIt 169 C -rage Canrt rl-�i�y A--- EnLIty W sl,tul-�al.rin NC27105 Qua I YA-,aII,e ConL,,,,LE�pN­,,too Date (3112) 251-1 09 Valid�atua By darmj.j.yo.o'a ......... m AIILIIOIll.d silurl,tole Dasny Ju's., Cc,t,fi,,Le of Indeponle-o d,,rlhyd.yrcrld1am,r.­ T.,h.il,,l Filip'.5.Lati- m, .... y Jay.., Add;­/Phapoilmrail 165 C -Lel ,:,)bit WoAun.Gaem, NC 27105 (33G) 251-13U9 djbyner�V ....... .,r.,,I,i Quarty Aa5urarce Representative "1ld­11`/Phc,Io/Er,-hl Cat�q,,y E.,.bolcr Us­ 5ur,,et,Iy,ry 5e,Uanal E,t,,ib, Dow, A5.,mbll-1 com PI is nice ri eth A Evaluaticri Report hina, a F;orWs P,,�l,t­_-1 Architect car , Licensed I Flulel Poruf,iu,al Eldimie, ___ - - --,--"--"-,--- Jwd. IRC.6LW1J-IJU- 16, 1hru O, mh�a. qI E-luAk- Pm P_t - H.,,d,Opy Recal-d F adde Engino,ir )-larcri damce wind dgvglap" Thgaias L. dhOlimerdirs tile Evalonawn Repgrt Ap[nooeal for -o Ill IIVIIZ: No Florida Liconto PE -0918579 rl-�i�y A--- EnLIty Innattil, Te,Lild Se,li-a NA Inc Qua I YA-,aII,e ConL,,,,LE�pN­,,too Date ul/ur/�Irrq Valid�atua By 5ca­ M. U,I,h, ME ro,�.9.4..ILL ,\E ,q _,&,,gL.Z, _U__Q2,d5,p,,T Ili] Valid,ter, Checklist - IdItd(py R.-ilye Cc,t,fi,,Le of Indeponle-o tLaQ2 RIt_9CLJ_-TVo �i.,��,t�,--,IdILI,�j�,,�����'it�j.lgp-�,_,.dq,,�,e Clotted by IrUepaidont Third Party: Yea , i 2 4 ZFO , li 0 r , Referenced 5tardard arid seat (Or 5tandaIrd) 5t."'W'd yeast D,,U. IROCOIO-IJU-15, ILF Ih,O IVIlloss. AN5JIDASPIA 100 zQQ2 - C_ AST11 E aid Z002 Ecra,llencO at F,cdu,tctmdaos cleared By Sections from the Code PloductAppiay.d Plctlud M,tl,Qd I optl- 1) ua�� 51�b'mnrud 12ylS/�Otol Lie - V al,ted Ql/)7/2QO9 , , ;, 4�,! � . , " . i,l - - , - A R ­- " - - . A . �"11 �y ".. :1 . I; P. , ,, � ... Dan, P�vaolg FUC App;,V,l 01/13/2009 _. ,--a last. Appiellod QZJQJ/ZQDo I __�._-:;_._1 _____ ------------------ '. , -vatfuld (. - . isithis) -old Hostage ___ - - --,--"--"-,--- Jwd. IRC.6LW1J-IJU- 16, 1hru O, mh�a. (Ilm) i� . . .,:,%,,Al`: P __ LI ,ka, .fU.. ... .... . ...... - __..... ..... - 1-nillati'l 1-th"'I Ap[nooeal for -o Ill IIVIIZ: No f:"�.��"-!��-11-�l��:-til:o)�lili-ID adf Ap".-d to, in. ..terd. IIVIIZ: Y.s Vvilr1wal Uy: TOM 5HELMEIRDINE 00405Y9 1 ... iptert Resistant: no Ciliated by ltdopeldo,it [hire Party: Yes Isellius P.-souso Q6.7/-31.0 to.hl Ftsp.. t. I)tl..,: Uo:,I,j,, F--.- �26.7/-31..G, riot for .,Q in hvHZ. ro,�.9.4..ILL ,\E ,q _,&,,gL.Z, _U__Q2,d5,p,,T Cl e,I�q opt as $[I'll ,lot as a," It, .johl doorl, EkkIilq�l ILI Aj 111111_a?� ... L_1.1J.Q-.j9�9j. j_jdk:.d.pd( t 'Zo U","���t,�,t�,.I.d��l�,,�d,3�,rti,ily�,,�lo.,,J.I Clotted by IrUepaidont Third Party: Yea I doll IS 3 loplatulliallL door. -I Add,­/PhOrI ;fard (MCOU) rod rint.g. D,,U. IROCOIO-IJU-15, ILF Ih,O IVIlloss. O) - _________..__, - C_ li of Use _________.__________.____ Trionfluati'll In'tructfinas Apin owed far ,­ Ili uVmZ; no It � ill If `,orI 5 , �2_3� Ill.,, 16 i !1-1 Ol' "', P: Appl,ey,ad for ... -tild. HVIIZ: Yes -1 vehn 0 By TOM SHEILMERDINE UU,lU � , : i_g Impact Resistant; no �1111 ( Od id poid,mc Third Party: Yes :'e't 11 busier Pirams-cu �25.6i-29.1 " val-th. (q, or U, Othur: Ciotti, P,,-,O,e 125.01-29.1, rWt for .,.a in Whiz. _ F"- %.) AC AIX.r -111 0-111;l, � _R_1 - 7 -,f Glazing ciptlois shall itc to u,,J In w1rd-buite ,aUtIs rt S Is .-3-��...Is,L�i,�t�I.F.TIQ,,.I;�2;�i-)�R-C�LQL6--- ltkl�ijbicoll raglan JJI structure Is dealgred as partially eldrised or Created by Indepundent third Party: Yea due, Is a ,ack­mast dosr. Q'i"I"y �.­­ hop'li-o'n'. "I li 1: t .1� I"', l, K�`, I eu�llr_s V14M�1.v1TV1&1. so SKIIIS-111,11 s-" I.1 ', �, %Iligqaa.jg� piizbi� LV � � iii � tow . , I I F`111N " is I �,Vif;%, Ad %f 'fli aaT�Ic-yN1oi1I`1,', " � 11 � �, is ,: � -ir_- V.- .11.41 4 . ��i� , , 11, - Ei. I I � 5"N"'i 1. " , I . 1111 21, "I I , , ;, 4�,! � . , " . i,l - - , - A R ­- " - - . A . �"11 �y ".. :1 . I; P. , ,, � ... ie..I. W � ,I I.. 1; � ,.� H igi -- - � �u, . r �,' ! IT, V I 7r r, _. ,--a 6! ""a, Y.&I—ff, I mm. M. DIM,= -m- 1 1,1, � ­11',lu­11 : ��­�­ i O­_.Tll­� ... ! ­­,­ r "I � ­ �tll 1 1. 1". m, 1 Ill, i ,'-,ch 1 . I _. � I i Pl.1d ni-I ( i� . . .,:,%,,Al`: P .1 ,�,Ll"�1,UL��'���-,�'A�:�tI.�t�LI M4 F � FL5427-K2 Application FIN Ro'Nion a 'IV" d"', '.IOU/ A�p Ild,0011 SLuto, I App,­eal cl.m."ti 0 A,d,I,Q,l J� Product turef,ce,iir An", Ca"aQ Users Add,­/PhOrI Its ca"law. Court S__ (1) vill-ter-calem, nc:2)IQ, - C_ (JaW _151-lJow - .1 I � , 11 - .. . I doinY Joyll-barr,sr-cm Althlozod Uli,sk­ Ujolly luylal L_ dannydoy"Wo,"'I'l.can, rgcihfl,a1 Per, .... laad,. ulony ;oys., Add, QIWPI,e,l 1, Es,nll 165 ca"age court . Wil,,Aull-_ - 541,11o, PIC 21105 -4-- C3 (33G) 251-1:1uli U) dj.y­4a­,, Ocm Q'i"I"y �.­­ hop'li-o'n'. D ­.Y Jay— Add,.e­iPh.ms/E­1 iurlat, Gaada U.",5 U) 105 cuirlath, Court 0 Wim,t­��mlersn NC 21!05 73 - ucy".14 .............. is c4c�jc,y 154eiler DO— st"'ateg"Y S-LIO-I E,,t.rlN, Dow, A-no,bile, C.I.Phao" rl.th.d Eval-tion Report frcm i F R�9;�t­d Architect Or a Ll C Fich,11 PW­loral EsI _1�,,id. _ LL. f1d Evaluation Rdp*a - Hardicupy Received Florida lhogueQr or Architect flame who develcpcd Thama3 L. 51hploordre tile Evaluatits, Rlipcnt ,, i Florida License FE -001657b 1'­�i�,,A=a',', 1�1111;, Imiartek T-Li,ly S-ic.. NA Im, a u .:, Qu Ass - rt'da E,Wati'n Date ol/OI/zO99 Val Od B ce I y Steve. 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K.P.n. , ii�u � II 40tra, a HVHZ. Glazim; net alellatol. I., IT:�5,!j..R I..l.% ..AS S b7-93 (I,! :e�.j,..t 'C - WITZ. 32' Tall ­ct ... It . mirix �� _%[_�,_Pil��-L_536 -I- ;a,td_cL1�.2rr*. I., FL5427_FLZ_.,NE��jq-,��qq.j' - , _,9.15 P,�l,-,q�,.,g,).?..��.,,_J,,,.Ur ....... —,---.--..---..,---....,,--..,-- Crellbed by lnd,�Oldcnt flohd Party: Yes - ...... - _­ �_­---Tc­ja5---------­­ _-_______________..1.___- _________.______­. -----. 5427A al's 100) and ZQGO M700, I ' 'Niue indsLic, 10uu ,,d 2000 1,1�100, 5001 1 I ; ­ 1 5oo, - - 11P.C-5316-130-24 I ______________ ­ U it. Ilf U- ._------- Ill'all.t­ I-Arl"iens ! . Approved for use in HVHZI No RIZAL.-Ba JLJIO,' I 2.4�2.jddjld UI -Ill, ldf! -5311- �u- App,..ed f ..... .. Indio ti Y,5 _' - I Verified sy: Thco,,; L, 51hermal dille FL PE 00 43579 I horl R-i.t.nt: N O Crelted by Ind-p-Inal Third Party: Yes i D�iao Pr,-,": i,15.6,1-29.1 E-Itnues, litup,vrl. I Tatter O,a in IIVHZ. 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I qq PN, 'tit, F181:1011 R1 11 03 Ur)142A,pdf A Ni '/lj�, �' �.la'd�M�Y ph,l I � � ..� ' I r I iii I1 - I.It�.r ,r ,rug I lour til k)dI.;I JNjll�l'. ir' W II. d I. 'tet �. . I d I yN 9Gad Itll 4 r rI�p Y �11- ) mid Impact Resistant: N/A 'xu nus 11 ':Ili , IreIx1411J16119kIA'11N�tiN..+..I�. �'. I I _.f.. (: i. ,. psawW�w����Vud� mo-lzlAaCFIMa'a'i� >� �„� �. (lpt t, ,w'14LWuiw��YO # res FL .I Evaluation Reports r t. }, . raw„V.��IWawtla�IlELllnuilfdml�u13mwlmWrd4n�Yajlb}��7�„Yu,� 6' Urlurr:s I W9 h J-F..y.L:Rlan Hot Tope J 5thrtxt &•.rrhar )x a :t^rtr vJ'>cta 1^Ut;.:at vlr Far 5t4µ 11 bon sot Il p Ek , .ur ch ' Product A ruva I pP ��(I���UGEHr RAT P lla7 Qualit'! AS5tlrailre Repre:;urn t,ntive 1 4sbli<Usrr Addross/Phprio/Enlall 1001 W, Crusby RD Revision ANtlk AE,, Urkail 2007 FL 'I Fl0905-P 1 windov✓z APlihcatwr Type Revision Compliance INothod Coda Version "2007 Anrwl loin Architeclon at Manutirtururs Association Application Status Approved 1400 Union Meeting Rd Comments Refurlanced StIldald and Year (of Standard) 51anitr'tf:9 Yzlm Archived AAMAINWWDA 2-97 11.397 richan d.asnyderc0 saint-gobabu.cmn Product `,tar Uf31tUrer General Aluminum Con-pany Address/Phone/Snail Address/p'huneJEmad 1001 W. Crosby Rd. R. Allen Snyder Address/Phone/Ernail Carrullton, fY. 75005 140(1 Union Meeting Road (972) 2 F2-5:71 Est 207 Blue Bell, PA 19422 Address/Phone/Email I'✓arl.pal adasl'jrga!tx,rUnl Authorl2ed Signature Luis Lumas (416) 553-6818 .leremy Kelsey rllunl as(�hlairl asps. ,urn Category re[J',Fucal Repr02arltalive Ivall parades Sofflts Addra55/Phone/Email 1001 W. CI'o by RD. Evaluation EnUCY ICC Evaluation Service, Inc. Carrollton, TX 75006 Architectural 'resting, Inc. Quality Assurance Contract Expiration Date vin,pai edesgrgactx.conl Validated By Quality Assurance Representative Ivau Paredes, NCE. Validation Checklist - Hardcopy Received Address/Ph oneJEnlail 1001 'JV. Crosby Rd: Referenced Standard and Year (of Standard) Standard Year Carrollton, TX 75006 ASTM D3679 2005 (904)095-4204 vari,paredes'U-u,ict.x n_on1 Category "I7indo7✓s Category Subcategory Mullion: Subcategory Com pbance- Method Evaluation Roper t Burn aHal Ida Registered Aiduvut or a Llcensad Evaluation Report from a Product Florida Profe5sional Er,glnuer EValuatlan Entlty Evaluation Report - Hard upy Rccaived Florida Englnaar or Architect Narne who developed UJIS R. LCMAS the Evaluation Report 114/15/2014 Florida License pEi -6:?5i i Quality Assurance Entity National Accreditauun & Ntanagement Institute, Quality Au'vJranco Contract Expiration Date 12/31/2011 V,illdalad 8y Steven M. Unch, PE Validation Checklist - Hardrop/ Receival Car lificate of Independence Fl,arll35... F:,1 r12L-5 k[':!9g;,l if Reforencod Standard and Year (uf Standard) Equrvalance offiroduct Standards rw bfred By Sections from the Code 1509 17 L4.5 9U-72.070 Froduct Approval Methcd Method 2 Option B Date Submitted U1(U9/2(09 Date Validated 01!09/2009 f n r• Pr:rdln FBG A vol ; 4 J t, res U1 J PP Dene Approved 02O.11lcO'9 $I{P I�j Y�Y�r�lkd+ujS #�£,,EtPf, ctt a x'�u"'���CsG1�, l� r ', fu Ju w1W�l tLu�6uwu Alj� a I' �1W ISI It few " k Ia.fl�I ilium l curl a,I J r hI le�)L nJ1'Gbuiju�HV�rwwi.11 ly 7m%rd;!'i'l V7 IA Berss ll"- I Leq:I DUmar x.1,1, .', Fd.t i,pica ^>U6n,}^o urcna-g.I ot,-.4 Ee F.acCs i Public"l l,,,, Fa -3r a7 dt:b 4Ae M,4 lL .e p Jea,clr, Product Approval '�4%my1�Yt'� UUa Hr rvblu: 'J:ar ry;ric,,m.G 1116 :icclA1101.1ot! Aralcarkn oxtail FL •v 11 5 5347 AND 55JJ FTIf'1_ I hl 1LLIJfJ 141r rJl/AHSs/ IEpFCrAL ( I f .l _LIC'fi Llmitu of Use Installation InstruuUons -- Approved for use. in HVHZ: No F181:1011 R1 11 03 Ur)142A,pdf Approved for use aulside HVHZ: Yes Verified By: I ill„ I2. LGfIAS 8'2514 Impact Resistant: N/A Created by Indypemlenr, 11-d Party: Yes Design Pressure. N/A Evaluation Reports Ether: REFER: Tr? EVALUA'r10P1 F;LPVRf AND FLU905 Rl AE iNSI'ALLAFLON I115TRUCTIONS FOP. DESIGN PRESSURE Create) b•; lydep d _nt Third Parr,: Yes RAT P lla7 Qualit'! AS5tlrailre Repre:;urn t,ntive Mtn://wwrv.lioFidabinit6lt.or�/nr/or fila tltl.a $I{P I�j Y�Y�r�lkd+ujS #�£,,EtPf, ctt a x'�u"'���CsG1�, l� r ', fu Ju w1W�l tLu�6uwu Alj� a I' �1W ISI It few " k Ia.fl�I ilium l curl a,I J r hI le�)L nJ1'Gbuiju�HV�rwwi.11 ly 7m%rd;!'i'l V7 IA Berss ll"- I Leq:I DUmar x.1,1, .', Fd.t i,pica ^>U6n,}^o urcna-g.I ot,-.4 Ee F.acCs i Public"l l,,,, Fa -3r a7 dt:b 4Ae M,4 lL .e p Jea,clr, Product Approval '�4%my1�Yt'� UUa Hr rvblu: 'J:ar ry;ric,,m.G 1116 :icclA1101.1ot! Aralcarkn oxtail FL •v FL12960 Applusinon ryr;ie flow rode Version 20117 Application St7t'Js Approved Cu uun onus !van p-rJ s'gtgact' xu Arch vod Iwsn Paredes Product Mtn rt ),.r Jrer Gel oral Alt rnnunl Company Addre4tVPf DN i?/Snail 1001 W Crosby Rd. Equivalence ufproduct Steidaids Cer tined By Product Appruval Method Method 1 Option A Dato Submitted UO/28/2009 Date Validated 0U/31/2G04 Data P.nding FBC Approval 09/04/2409 Date Approved 10/13/2009 129-0.4 (Series 19CO/1970 _ Limits of Use Appnrvc-d for use in HVHZ: No Approved for usu uutside HVHZ: Yes Impact Resistant: No Design Pressure: 'F•1U/-4U Other: Sem attached drawings Per the Inetallatlon frlstr unions, product perferndancu, Ilmlts/DP and athel I lrnit3 of use. Aluminum S/1'1 (Fin) 4 •: 72" Insulated Annealed ESB Per Ml nuficllur� rlS a •t Mattie In,-,tructhn's Certification Agency Certificate 1?9 h? RO C CAC 03 Folio, 19CO-1970 (54 x 12) AIC _Pitt Quality Aosurtnue Contract. Expiration Dat. UB(11/2015 Installation Instructions FLA;?? q_RG II tlI ri .ZOaJ'.La.<sGt,1129I FL 1,I',•ij>,� P#J fI C uJ>7_- Dr siyn_i df Verified By: Luis R. Lorna,, P.E.0251.7 Created by Independent Third Party^ Yes Eta luadull Reports Created by Indcpcndeat fbird Party: ,".,� :fR41'P7'd.WH M.'9"i'itt IM4+C .IYO?"M i�i'iS.Y�•P#�.�1. L'f ltrV,..�a', Carrollton FX 75006 VFX A^• / •1.' - F N F P }} R a p k j�f I iY (972) 242-5271 Ext 207 } t}, ax. V V" b a Cq Jn K V:. ' i'✓an.paradas'ygactx,ron Authorized Signature Ivan Paredes «'w«var. '. !van p-rJ s'gtgact' xu recrnicei Representative Iwsn Paredes Addrassyphvn e/Email IUUI W Crc:by LD. T3 Product Approval I Carlohlon, TX 7'006 jl/StR: F'Utrlc user van.parodosgrg reux,rrpn Qualit'! AS5tlrailre Repre:;urn t,ntive Ted Scroback Addross/Phprio/Enlall 1001 W, Crusby RD Revision CArrolltun, TX 75056, 2007 tods-crobad;ty gactr..com coteg;ry windov✓z Subcategory Single Hurllj Compliance INothod Cartificatlon Marl': at, Listing Cor lification Agencv Anrwl loin Architeclon at Manutirtururs Association Validat"d By Stuv'9n M. Urich, PE 1400 Union Meeting Rd validation Cho�:Plist - Hal'rltopy Rt celvcd Refurlanced StIldald and Year (of Standard) 51anitr'tf:9 Yzlm (215)274.2350 AAMAINWWDA 2-97 11.397 richan d.asnyderc0 saint-gobabu.cmn AAhlA/bVDN1A/CSA 101/I.3.G/7t+10-05 2005 Equivalence ufproduct Steidaids Cer tined By Product Appruval Method Method 1 Option A Dato Submitted UO/28/2009 Date Validated 0U/31/2G04 Data P.nding FBC Approval 09/04/2409 Date Approved 10/13/2009 129-0.4 (Series 19CO/1970 _ Limits of Use Appnrvc-d for use in HVHZ: No Approved for usu uutside HVHZ: Yes Impact Resistant: No Design Pressure: 'F•1U/-4U Other: Sem attached drawings Per the Inetallatlon frlstr unions, product perferndancu, Ilmlts/DP and athel I lrnit3 of use. Aluminum S/1'1 (Fin) 4 •: 72" Insulated Annealed ESB Per Ml nuficllur� rlS a •t Mattie In,-,tructhn's Certification Agency Certificate 1?9 h? RO C CAC 03 Folio, 19CO-1970 (54 x 12) AIC _Pitt Quality Aosurtnue Contract. Expiration Dat. UB(11/2015 Installation Instructions FLA;?? q_RG II tlI ri .ZOaJ'.La.<sGt,1129I FL 1,I',•ij>,� P#J fI C uJ>7_- Dr siyn_i df Verified By: Luis R. Lorna,, P.E.0251.7 Created by Independent Third Party^ Yes Eta luadull Reports Created by Indcpcndeat fbird Party: ,".,� :fR41'P7'd.WH M.'9"i'itt IM4+C .IYO?"M i�i'iS.Y�•P#�.�1. L'f ltrV,..�a', „'.�. .r yti�'.�,1..s ,r.r•t rri.;F: -p Fed t4lRk.if - VFX A^• / •1.' - F N F P }} R a p k j�f I iY k". I 1 {{jj } t}, ax. V V" b a Cq Jn K V:. ' C i •rg.:� rG.A $ 'tY jt ra`iY , Ian°n �' R �l:���re� AY cY"'Cbr F P F .X F �'nin�rs4 ..9 Ffei.a'���. Aa:• «'w«var. '. tclE.enllSw 9;J 4 .-'*�R•f r-, 4 ?otnN3 P.Cl�# 0 1c Lor :n r Us k< s:raC on II a u c- cwt e Fa rs r L LI(„cpr, r r P Approved for use outside HVHZ: Yes IZ, Evaluation Report - Hardcopy Received T3 Product Approval I Florida Engineer or AYlultQa Name who Jevulupgd jl/StR: F'Utrlc user Created by Independent Third Party: Yes Pcdut Aoy12 f . F .1 u'1 � r ?�It _,-�I- ^ T C:. Application Detail rL 9 FL5444-R2 Application Type Revision Code Vel Sion 2007 Application Status Approved Cmnur_nts lU/01/2010 Archived fir Product Manufacturer Certain Teed Corporation -Roofing Address/Phone/Email PO Box 1100 Quality Assurance Contract Expiration Data 1400 Union Meeting Rd FL5444 R2 ('01 Trinity EFtn CPLtifl_aiton of Independence,pdf Blue Bell, PA 19422 Referenced Standard and Year (OF Standard) (215)274.2350 year richan d.asnyderc0 saint-gobabu.cmn Authorized Signature Rlcrerd Snyder Address/Phone/Snail ridlard.a Snyder4saint-gobain.com Technical Representative R. Allen Snyder Address/Phone/Ernail PO Box 11uU 140(1 Union Meeting Road - Blue Bell, PA 19422 Address/Phone/Email Allan,R.Snyder(�saint-gobaln.corn Quality Assurance Representative Address/Phone/Ernail Category Roofing FL# Model, Number or Name Subcateguly Asphalt Shingles 3 -tab laminated archil a_crural and 4- tab a-Phat roof Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed In tallatio» Instructions Florida Professional Engineer F, 5.144 R2 11 ar'17270g FINAL Aspllatt_-rrlLJl_ FI {aa4- Approved for use outside HVHZ: Yes IZ, Evaluation Report - Hardcopy Received Impact Resistant: N/A Florida Engineer or AYlultQa Name who Jevulupgd Robert Pllerrrcn Created by Independent Third Party: Yes the `cvaluatlon Report Evaluation Repot is Other: For o use as exterior caddie- �nl• . f 9 / Not for Florlda License PE -59166 R2ct( Quality Assurance Entity Underwriters Labvratories nu. Triple 3" +/- 46.5 psf y/ith nails. Quality Assurance Contract Expiration Date lU/01/2010 Product Manufacturer Validated By John W. Knezevich, PE 402 Boyer Circle F,r2075 n3 C SAC 0/11USIi�1t ! 0 P1lAP_ 1I UAIa_F_,n�t i+ Validation Checklist - Hardcopy Received Quality Assurance Contract Expiration Data Certificate of Independence FL5444 R2 ('01 Trinity EFtn CPLtifl_aiton of Independence,pdf a lex.jova novlc@kppro ducts. corn Referenced Standard and Year (OF Standard) Standard year alex.JovanovicC�kpprodu cts.com ASTPI D3161, Class F 2003 Address/Phone/Snail ASTM D3462 2004 Brampton, NUN -US 05476 ASTPI D7153, Class H 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/2772009 Date Validated 08/13/2009 Date Pending FBC Approval 08/31/2009 Date ApproVed 10/13/2009 -4--- ______-___-_ U2/12/ZU09 FL# Model, Number or Name ._.._-_______--______..___.__. Description 5444.1 certain reed Asphalt It Roofin9 3 -tab laminated archil a_crural and 4- tab a-Phat roof 5ningles shingles Limits of Use In tallatio» Instructions Approved for use in HV1lZ: No F, 5.144 R2 11 ar'17270g FINAL Aspllatt_-rrlLJl_ FI {aa4- Approved for use outside HVHZ: Yes F7.pdf Impact Resistant: N/A Verified By: Robert Nleminen, PE PE -59166 Design Pressure; N/A Created by Independent Third Party: Yes other! Refer to ER Sectionr r S o Limits of IT se Evaluation Repot is Other: For o use as exterior caddie- �nl• . f 9 / Not for LL 5± W R-R[Cr0727J9FINAL A,- halt jInela FL5444 II HVHZ. Allowable Design Load for all configurations R2ct( 5", Double 5" Dutchlap, Double 4", Double 4" Dutchlap, Created by Independent Third Party: Yes crack Next' FJor'ds 8uiklxr9 Codo ardine Coda.cand5tanrl Ns 1555 sitmwd Ook Pcule-J 1 4114 Forsch 323'79-11Vo Fast (950) 414 8436 all R ' 4 ,,rr,�� t 7' WON IY a' ✓f`.r asatFae T It A 4Y/ N o i e.. 4 1 t k P'r z 9 W r i �azA,fJ a m+ M� 2 x 4F't 7' 1}{ m,fi.A ,err x•' � n • J ha a � t y ,d a.A . x r1 k r.? ,.t 4 rijr #, �, a. .9 °fr.,F i3,1G. d ir%x'ivAt.r(Xa � wlyfLYV.SR&rbA d.i`KA ,cat ���p tr x �< ~i j . F f ' "STM fr•1, Fo .1. I Lou :n 1 IJse' r- -t- I Ht TOPrs ! D.,L n t a[uC6]rte , `_[esti 6 racla I DubtCctnns FLC ,[a f p. ,, _ to lila L' hs ' _ march ' P, ZT'v t Product Approval r ' MER: Plolc .Y_.r pdilu'.u. 11 L-cl : Applicat'U,r Detail FL 9 FL12103 Application Type New rode Version 2007 Application Status APPlovad Archlved Product Manufacturer Alside Address/Phone/Email 3773 'State Road Cuyahoga Falls, OH 44223 (330)922.2389 ntilum pso i@dl5 de.com Authorized Signature Nick Thompson n thQmpson@alslde.com Technical Representative Nirk Thompson Address/Phon°,IErnall 3/73 State Road Cuyahoga Falls, DH 44223 nthompson (Dalside.com Quality Assurance Representative Jack Mowery Address/Phone/Enlall 3773 State Road CUyahoga Falls, OH 442:23 (419) 853.4656 Jnwwarye�aLide.con Category Panel Walls Subcategory Skiing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Processional Engineer ( Evaluation Report - Hardcopy Received Florida Enyinear or Architect Naine who developed Alan Reeves the Evaluation Report Florida License PE -19354 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Cuntract Expiration Date 12/31/2011 Validated By Steven M. Urich, PE 17 Validation Checklist -Hardcopy Received Certificate of Independence FL1-1103 rt -fl, _CGI cert of : ndaoenrhnre,DdP Referenced Standard and Year (of Standard) Standard Year ASTM U 3679 2005 Equivalence of Product Standard, Certified By Sections tom the Code Product Approval Mathod Method 1 Option D Date Submitted U2/12/ZU09 Date Validated 02%25/2009 Date Pending FBC Approval 03/01/2009 Date Approved 04/07/2009 1_1 0 _ _3,5 Coventry Vinyl Siding Limits of Use Installation Instructions Approved for use in HVHZ: No FL12103 ROii Co•ventry_p�f Approved for use outside HVHZ: Yes Verified Verified 6y: Architectural Testing, Inc Impact Resistant: N/A by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: For o use as exterior caddie- �nl• . f 9 / Not for I c use In n r , F_3210_ P.0 A_ - a f.-n'r' . 2df II HVHZ. Allowable Design Load for all configurations ._ (Double Created by Independent Third Party: Yes 5", Double 5" Dutchlap, Double 4", Double 4" Dutchlap, and Triple 3" +/- 46.5 psf y/ith nails. Archived Y ek"/Pam ire »fit rS't*zaaaN_ a:rJll�.Y R �.-) Fl�� •.)ee'd'."✓'. �' ,.9 s,'�.IPYIC"r!•w 'r a44pol i' rf"Ra,"++;l' 11{,+t �lY ITIS A -+QN m rV't' to k",fr yyt ] ° .a0... •. r. s w ..� ".wn..;. JtY� RJr Yf 1l�� rrqq ,� b.r 7 J Collier Vented 12'75olid 12" Triple 4' Partially Perforated Vinyl Soffit Limits of Ufa -- Installation Instructions L'e_lil.omn 1 Lou:,, a Us+rl,ey ,sten Hat TUFTS t ''._b nR :;urchar5e :tali; C, FaCr� ( VJUtwtgrs Fpr 6UT ( �IS.ce fila Lrt--' P ' farce' t_ Verlfled By: Ir_C Evaluation Service, Inc. Product Approval Created by Independent Thlyd Party: UStn: J•coic ui' r Evaluation Reports P..�U•1-PS>E_rsa�+r er �rY lYninn qr;,�> Arrlt-11 r S a Applkation patail FL ,'. F1-12199 Application Type Ne'✓'d Code Version 2007 Applieativn Status Approved Comments Referenced Standard and Year (of Standard) Archived 2075.2 -_-VENTRVIO Product Manufacturer KAYCAN LTD Address/Phone/email 402 Boyer Circle F,r2075 n3 C SAC 0/11USIi�1t ! 0 P1lAP_ 1I UAIa_F_,n�t Williston, Vr 05495 Quality Assurance Contract Expiration Data (905) 793-9462 Ext 235 U3/13/2U13 a lex.jova novlc@kppro ducts. corn Authorl2ed Signature Jovanovic Alex f'.Li;.A' S tJf_U-_ ' 13 5 o fiV,J,-U nifAhll D�f],�,pcJj alex.JovanovicC�kpprodu cts.com Tedmical Representative Alex Jovanovic Address/Phone/Snail 255 Surruedea Road Evaluation Repurty Brampton, NUN -US 05476 - Created by Ildependelit Third Party: (905) 793-9462 Ext 235 a lex.jova n ov I c(.)kpprociu cts. cons Quality A55urance Representative Alex Jovanovic Address/Phone/Email 255 Summerlea Road Brampton, NON -US 12345 (416) 553-6818 .leremy Kelsey alex.jovanovlcwkpprodu cts.cenl Category Panel Walls subcategory Sofflts Compliance Plethod Evaluation Report from a ProdULL Evaluation Entity Evaluation EnUCY ICC Evaluation Service, Inc. Quality Assurance Entity Architectural 'resting, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Robert A. Walz, PE Validation Checklist - Hardcopy Received Certificate of Independence FLi2199 20 COT bQQ _Certificab, of _nd=aundence.gdf Referenced Standard and Year (of Standard) Standard Year ASTM D3679 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Mellw 1 1 Option C Date Submitted 0212612009 Date Validated 03/02/2009 Date Pending FBC Approval 03/05/2009 Date Approved 04/07/2009 Taal• JL r' t[r�JF2rar A al - C s � tt�Jr RD f A SsrY gyp, J #r f br C iC � >< +�,>t, ai wJk R V F^ y ,A � nF. iy i uBP at LA, 1 P i ;t 1 r 'k M rTr 1 r s •! s #n fir t m..fm.f.S ,. a+wc')sfi`6�ad.ra �, asrl'fCr. w.�n-n7.ww D:I711Ume Wr it r i 7 _ Ux F:•g srrcton Ilol TopLs `;Irtmt 5u[ horse stats s, ra,Ls Futicaton FOC Marr . UCIO Sl. h1�P I L113 Swrcn o5`✓j'Iq Product Approval t r .1111: 1111 I'll. J p1.1., r1, y, .,r.l r .01,`1:191 SV). 11 > Ar WICI Applkatlon Detail FL It FL -1075-R3 Appli' etlun Type Revision Code Version 200tc.. Appllcatlun Status Approved Comments Archived I'T, Product Manufacturer Florida Fietal Products Inc. Address/Phone/Email 6940 Stuart Ave Jacksonville, FL 32254 (904) 783-8400 clar-M fianlco.corra Authorized Signature dark Julius Llark(a.flarnca:conl Tuchnieal Representative clarkjones Address/Phone/ETnall P o box 6310 Jacksonville, FL 32236 (904)703-8400 darktlfliniro.com Quality Assurance Representative dark jone5 Address/Phone/Email p n box 6310 ja ck5onville, FL 32236 (904)783-8400 darktiroFlanlco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System 9Jrnplianco Method Cortllication Mark or Llsting Certlficotell Agency Mlan,i-Dade! BCCO - CER Validated By hilanli-Dude BCCO - VAL Reforenced Standard and Year (of Standard) stand:."i Year TAS 100 (A) 1995 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Data Submitted U6/U5/2008 Data Valldated 06/30/2008 Date Pending FBC Approval 07/06/2008 Date Approved 09/15/2008 Summary of PruJucL _ FL # �- _--Description_---_--- FL # Model, Number or Name 2075.1 _ _ Collier Vented 12'75olid 12" Triple 4' Partially Perforated Vinyl Soffit Limits of Ufa -- Installation Instructions Approved for use in HVHZ: No FL1-1199 R[1 IIII1 KIK/;RJcnn�1_.11,1sl, il.P nL.p_dt Approved for use outside HVHZ: Yes Verlfled By: Ir_C Evaluation Service, Inc. Impact Resistant: N/A Created by Independent Thlyd Party: Design Pressure: +70/-70 Evaluation Reports Other, Must be installed as per the manufactufers FL12199 RU AE ESR -1495 jan 09.pdf Taal• JL r' t[r�JF2rar A al - C s � tt�Jr RD f A SsrY gyp, J #r f br C iC � >< +�,>t, ai wJk R V F^ y ,A � nF. iy i uBP at LA, 1 P i ;t 1 r 'k M rTr 1 r s •! s #n fir t m..fm.f.S ,. a+wc')sfi`6�ad.ra �, asrl'fCr. w.�n-n7.ww D:I711Ume Wr it r i 7 _ Ux F:•g srrcton Ilol TopLs `;Irtmt 5u[ horse stats s, ra,Ls Futicaton FOC Marr . UCIO Sl. h1�P I L113 Swrcn o5`✓j'Iq Product Approval t r .1111: 1111 I'll. J p1.1., r1, y, .,r.l r .01,`1:191 SV). 11 > Ar WICI Applkatlon Detail FL It FL -1075-R3 Appli' etlun Type Revision Code Version 200tc.. Appllcatlun Status Approved Comments Archived I'T, Product Manufacturer Florida Fietal Products Inc. Address/Phone/Email 6940 Stuart Ave Jacksonville, FL 32254 (904) 783-8400 clar-M fianlco.corra Authorized Signature dark Julius Llark(a.flarnca:conl Tuchnieal Representative clarkjones Address/Phone/ETnall P o box 6310 Jacksonville, FL 32236 (904)703-8400 darktlfliniro.com Quality Assurance Representative dark jone5 Address/Phone/Email p n box 6310 ja ck5onville, FL 32236 (904)783-8400 darktiroFlanlco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System 9Jrnplianco Method Cortllication Mark or Llsting Certlficotell Agency Mlan,i-Dade! BCCO - CER Validated By hilanli-Dude BCCO - VAL Reforenced Standard and Year (of Standard) stand:."i Year TAS 100 (A) 1995 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Data Submitted U6/U5/2008 Data Valldated 06/30/2008 Date Pending FBC Approval 07/06/2008 Date Approved 09/15/2008 Summary of PruJucL _ FL # �- hlodol, Number or Name Description 2075.1 _ _ VEPITKVIU _ VEfTTKV lU Limits of Use ` Certification Agency Certificate Approved for in HVHZ: Yes FL2C75 R3CAC 07-1105,06 RV10 TMH1 DADE,udf Approved for use outside HVHZ: Yes ._C. Quality Assurance Contract Expiration Date Impact R tart: N/A 01/31/2009 Design Pressure. N/A Alstallatmn InsU.-actions Other: FL20/5 R3 Il 07-1105.06 RV10 MIAMI DADE.ndf ? 'Jl..-_GC!1?3i1 MrJ> Gv d ir. n AF V..Pfitliy5rn rh . �tnl"c.Utkln Verified by: Miami Dade BCCO - CER E,'7R2 AE 0;-1 evalUation.Ddf Created b Inde. endent Third F' r V at P Y FL1102.1 Evalua 'o U n Rep or is I Created by Independent Third Party: Referenced Standard and Year (of Standard) Code Version 2075.2 -_-VENTRVIO .VENTRVIO Limits of U:e Cvtificatiun Agency Cerci (icate Approved for use in fIVtIZ: `(es F,r2075 n3 C SAC 0/11USIi�1t ! 0 P1lAP_ 1I UAIa_F_,n�t Approved for use outside IIVUZI Yes Quality Assurance Contract Expiration Data Aupact Resistant: N/A U3/13/2U13 Design Pre^ 9 sure: N/A r Ir stellotions Ir s[ructions Other: f'.Li;.A' S tJf_U-_ ' 13 5 o fiV,J,-U nifAhll D�f],�,pcJj Address/Phone/Ernail Verified By: Mloml-Dade BCCO - CER Created by Indepcndent'rhlyd Party: Jackwtivllle, FL 32218 Evaluation Repurty _- - Created by Ildependelit Third Party: CCA A•.m Irarratnn pcpartment Uf Ccvun,radd y AKairr FMnda suildmy Cod. LYde,. Codes and Standrda u A.•A"iY"rlyrNPp'uyac+1'.r^.Art,Rt4 s� "�tt'," ,€bdi%'`ia&srr '""da •Rvrn. t,dw,{. rPt4q,9- ',,'a, Shutters „v}�1cJf »�.rf '•3-F h, fi.i... } OEM" z ,r,d,. ,.,.rv. '�•.a.W "Ni.1 ..0.S..p.,..:.� v ?"Z.'�' iu.,fR.I. aK . . : :r'P. ' n,slkr:ti;.im.(i-.,,r.±.r" .wp.L .tell tn£I drl!fY I4Yr .•^...t yes k:! rdiW..r1:fotiy YFA)tt`` P'"rtrr"k My:V � a>rllv„N<a .#Iri aL P qJ lobid)u Lri I.tT'dd,..3'';.+r±�i SLI II no Log n user CeG stmt.an i not TOPr-+, Submt�uzhvye, .,tats ih�^L i pubtca.hrls' reC`.taffL/].s 5tahlop I L'nk.1 `runProd act Approval r(` ViClt. rU61K UL Approved for use outside HVHZ: Yes Verl(led By: Robert S, Monsour PE 11955 e' r' a a _r. at by Independent Third Party: Yes Design Pressures IT/A ? 'Jl..-_GC!1?3i1 MrJ> Gv d ir. n AF V..Pfitliy5rn rh . �tnl"c.Utkln CJaI a aplrircativn Detail E,'7R2 AE 0;-1 evalUation.Ddf FL 9 FL1102.1 f•1axlmum Design Load 103.02 P.S_F. with a. Span of 55" Application "Type Ne',v Referenced Standard and Year (of Standard) Code Version 2007 anthony(uolufabhurrlcane.cow Application Status Approved Colnu,ents Technical Representative Pedro be Figueiredo Archlved fa Product Monufocturer 5outhe3.teln Metal: Mfg. Co. Address/Phone/Ernail 11801 Industry Drive Jackwtivllle, FL 32218 (904)696-4682 j h ketsey C�semeta l.com Authorized Signature Jeremy Kelsey j h kelsey;msemeta ls.com Technical Representative .leremy Kelsey Address/Phone/Beall 11001 Industry Dr. Jacksonville, FL 32218 (904) /57-4200 Ext 4682 j h kelsey ,Wzemeta l.com Quality Assurance Rcprcueu La Live Gerry Shotsbergor Address/Phone/Emali 11001 Industry drive Jacksonville, FL33z18 (904)095-4204 ypsh otsbetgel ;�.asenielals,eon Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Plethod Evaluation Report from a Product Evaluation Entity EValuatlan Entlty Mlaml-Dade BCCO - EVL Quality Assurance Entity hllami-Dade BCCO - QUA Quality A5surance Contract Expiration Date 114/15/2014 Validated By Miami -Dade BCCO - VAL Certificate of Indepurol Referenced Standard and Year (of Standard) Standard year TAS 100 1995 Equivalence ur Product Standards Certified By Approved Evaluation Entity F.L_11Z2E1ll11 LlE4llllly r)nl S2t1�1t �YWP3tfler lYeLd df Sections from the Code ; s R M 1 r k t R xsr i iCr 1 .t1 0. t ?3• R ' w rA1 t I t , v w µ iP r a .1 r RJr tel b k r 1` T Bit r . d. M . rak d'{,AtLWYYWN � F�RMk.f^^plf,tW 'kir:+"'" .'..... -ka -•' m�w�a-..Lw.xa. '�Kiti ,rba+[rkdir4i,m:.��. .wCxa.,G r pr1S Fon! ( O +t atcn Hot To � ,^aubmlf 5w chary. cWl; ul Facts ; FUUIG,Iut'; E FFSt_SW:'f i DCI>_'.c M;P Ur�l<;: t yarcll I � L� ' IProduct Approval /r lµ9 tA' SJ USER: PUblc lyCr V �" ^ 1 A-� Pr' Gr]Vd M1i�l,U rye' _.9vS LP &vliv:t cr a_ LLLeeliaJFi,ar6J1' Ac. I:�t;.dirt: Appuradm, 4F f° FL # FL722-R2 i;f�$ t Application Type Revision ;1r`i7Y,H,' r rima ryaY�,',1'' code Version 1007 O O _ �Ir[trN � Application Status Approved C �, � •� Comments Q Q Archived O O W AF n - Product Manufacturer Metal-I"ech, Inc. C/) -0 Address/Phm one/Eail 7GJ5 w 2nd C[ _ _ -0 Flialeah, FL '3'JU14 n, E O :IDS) 970-750% L.J steve(gmetaltech.corn U) O ♦ �t-t V Authorized Signature Steve Pulliam S-� -� U E nylneering(ctn,eta Itech.corn Technical Represehtuuve Address/Phone/Email Quality Assurance Representative Address/Phone/Ernail Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florlda Registered Architect or a Llcen Sed Florida Profe:;:;ional Engineer rZ, Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert S. Monsoon - the Evaluation Report Florida License PE -11955 Quality Assurance Entity National Accreditation and hlanagWnent Institute Quality Assurance CoitraU Expiration Date 12/31/2010 Validated By ORLANDO L. ULANCO, P.E. fa<.i-i Validation Checklist - Hardcopy Received Certificate of Independence FL722 R2 �,,)r „(„_114 cert indiRr+r..ld. pct Referenced Standard and Year (of Standard) standard Year ASTM E 330-02 2007 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections front the Code Product Approval Method Method I Option D Date Submitted 01/27/2009 Data Validated U2/U2/2009 Date Pending FBC Approval 03/11/2009 Date Approved 04/07/2009 u a Shutters s .Product Approval FL # Model, Needier or Name Description 22.1 .024 Galv V. Steel Hurricane Panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL,722 R2 rI_Qe'l drawina.odf Approved for use outside HVHZ: Yes Verl(led By: Robert S, Monsour PE 11955 Impact Resistant; Yes r' a a _r. at by Independent Third Party: Yes Design Pressures IT/A Evaluation Reports Other: Not for use in High Velocity Hurricane Zones of the E,'7R2 AE 0;-1 evalUation.Ddf Florida Building Code. Maximum Spat, 140" at 2452 P.S.F. Created by Independent Third Party: Yes f•1axlmum Design Load 103.02 P.S_F. with a. Span of 55" Certificate of Independence 0. ck Next rC4 Arm Inrtratl: n LCµuVnelx ufew nmturitr Allaln •krrrda Uvl dk)g Cuda O,rfmo Cod --al Stand ids lith r/Rr!'ard fh)olUVr]rd l a nal e._cc, f arcaU. 323'lJ l_Otl 7.rW9G• r CI �A'sm''R":I R „t' Bi � ik r aKG�; "w, '01111 M r Pr r A era^ k a: z it u r ai (E 2: t 1 3 rzIEV--0ye [ J LCIS Hama , Lagn ( User Rr,a,, Lou IIULTopcs f `i ,b nl ,lw.ha S. - :cal; 'k roc¢ I Putili(aLgrs Fbc.s[ l IT DCBE-r,ap r u'nl.s i raU 7�� Shutters s .Product Approval Storm Panel •r MEN: P,Lk Us?r Evaluation Report from a Florida Registered Architect or a Licensed r^,;,y.r_l Au:: 'al h1,[;g :. Fri w.tcr?FEl�,ulr, rdcA*h. QaPi Ulrvl tL.t>AppPcation Dutall FL FL4804-R2 Application Type Revision Coda Version 2007 Application Status Approved Conn#enl5 National Accreditation arid Management Institute Archived IV Product Manufacturer Alufab Hurricane Shutb_Y7 IIIc Address/Phone/Ernail 13000 NW 38 Avenue Certificate of Independence Opo Locka, FL 33054 Referenced Standard and Year (of Standard) (305) 683-4701 Ext 19 anthony(uolufabhurrlcane.cow Authorl2ed Signature Robert Andrade anthony@alufabhurricane.com Technical Representative Pedro be Figueiredo Address/Phono/Email 6971 West Sunrise Blvd, 104 Plantation, FL -33313 Engco�ii aol.com Quality Assurance Representative Address/Phe ne,rEmail Category Shutters Subcategory Storm Panel Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Date 5ubrnitted Florida Professional Engineer Date Valldated Evaluation Report - Hardcopy Recelved Florlda Engineer or Architect Name who developed Pedro Do Flguelfedo the Evaluation Report OJ/18/2000 Florlda License PE -52609 Quality Assurance Entlty National Accreditation arid Management Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By Jesus Gonzalez, P.E. 1P Validation Checklist - Hardcopy Received Certificate of Independence FL43rJ4 R2 COI 09-032 Cl.odf Referenced Standard and Year (of Standard) Standard Year ASTM E330, E1996, E1886 2002 Equivalence of Product Standards Certified By Sectlons from the code Product Approval Method Method 1 Option C Product Approval Method Method 1 Option D Data Submitted 07/09/2008 Date 5ubrnitted 04/10/2009 Date Valldated 07/17/2008 Date Validated 04/22/2009 Date Pending FBC Approval OJ/18/2000 Date Pending FBC Approval U5/16/2009 Date Approved 09/15/2008 Date Approved 06/u9/2009 uuuurs FL # Model, Number or Name 11024.1 "Weather-Vent" W Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Description _ Off -Ridge Static roof vent Installation Instructions FLII0?4_R9 ti 200a_Nea veatherVAnt dr Verified ey: Miami -Dade BCCO - EV_ Created by Independent Third Party: Evaluation Reports FL11024 RD AE 200n NOA Weather Velt.od CrgA:mhr,ah,n end ofC-rr.utyatraks la sundkry Cod. onGw riles arra 5[alxraNs shC'n:a,d r`nA Fiiu'e,brd •; F:a;)da 72]99-21 CO s1e24, Fast (tl1UJ-i]-i-dd36 FL # _ Model, Number or Nome Description 4004.1 241ja & 22ga Steel Storrs Panels Corrugated 229a and 24ga Steel Storm Panels_ Limits of Uso Installation Instructions Approved for live in HVHZ: No FI„4804 R2 Ij„.09-032 DWG.udf Approved for use u itsidc HVHZ: Yes Verified By: Pedro De Figuereido 52GOD Impact Resistant: Yes CI'eated by Independent Third Party: Yes Design Proasure: +304/-1Q4 Evaluation Reports Other: Product to be manufactured, designed and installed FI.480.1 R2 AF 09.032 PER_pAf as per drawing U9-032. Created by Independent Third Party: Yes J �J Uack Ncxt rcpt olcon nun/r7 b rluiWinA C'odo U SHEET N0. PA 1.2