Loading...
HomeMy WebLinkAbout341 Bella Rosa CirAl /, • !a p CITY. OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 71 a A 0�0 '`", I Application NDocumented Construction Value:Job Address: Address: , ..,Ila �edja Historic District: yes ❑ N. a Parcel 1D: c 9- lq - 3(- So;Z - Cy--oo - d o Zoning: Description of Work: _New aFr2- Plan Review Contact Person: --f \N Title: -- Phone: �`s� ��-� cp -y3(�3 Fax: _la_ll �k-1 �- 1-ti� ��o E-mail: Property Owner Information Name n/niraR.. ��o�t s- U C Phone: Street: K-rw poi 2\vc 2lo Resident of property? : City, State Zip: E=L- ?)Yl too Contractor Information Name Street: 12%r-,t-l`rw1Ave be -\v< -c- = 210 Fax: City, State Zip: , P -L- State License No.: ---151 2 )G9 Architect/Engineer Information Name: Phone: _ ��� c�`dU Z3J,� Street: Q� ��a 5, �jrc_�,r��c:��nr,ai� Fax: `d�l_� City, St, Zip: -u"/'a Ft- ��']-?- I0-2, E Bonding Company: ti Address:S �lP (a� 3�. t� -22' to fi /' "I- U Building Permit 13/ Mortgage Lender: N� Fl Address: PERMIT INFORMATION W -)r Square Footage: G Construction Type: No. of Stories: No. of Dwelling Units,- Flood Zone: Electrical 0' Plumbing D New Service - No. of AMPS: 9fX) New Construction - No. of Fixtures: Mechanical Lei (Duct layout required for new systems) Fire Sprinkler/Alarin 0 No. of heads q v, G v C? 9E _ 4 39'-0" 7' 4° 1'-4" - _ 12'-0" _ -- , VA" i 214" 6'-011 6,.0,1 F31.3 I - 41.9 PSF 2'-2'� _ 23 SH _ ___.8�._ _ H.B. -----_-D/W COVERED LANAI / -1-- SINN +28.71- 36.7 PSF +28.71- 31.3 PSF / KITCHEN 6068 SGD 6068 SGD / �' 11'0" x 10'0" 914" CL(3 7 Al ' F� ) _ - TILE 1_ 10'-9°' ISLAND Al Il j - BREAKFAST FAMILY ROOM _ =t 11'10" x 10'8" =F 15'8" x 184'°9'4" CLG `'Lu 94" CLG TILE 1 CARP, F T Al I s I ' _ `v ---RL F._---- --------- --- 1ro 8" DEEP AR i ,I -- / 2-0x6-8 B -� 1 / I Al}" DEEP A ,H WAL/ 8'0, CLG, TILE " / '-3 112'3 DEEP ARC' I PED---- -_ @ 7'6" A.F.F. _ -- - DINING ROOM c - ` moa ✓ ________\ - -12 / LINE UP ARCH W/ CORNERS, � - I � -� - 94 CLG 11 / ARCH WIDTH MAYVARY, I „ -- CARPET ARCH 8- A.F.F. - 4�P%-;2-3 112 , ->- s..� f F}- ;,,:�, � (: ; OPEN TO i rlpL_L ; - 8 c, F29.6/-32.3 PSF' ' I I ABOVE 9 CARPETI( T _ ' 7 / WALL VV/ WOOD CAP OR / `n 2-8x $ ; ? ; RAILI�iG PER SPECS. 2 CAR GARAGE ,�1Pd 5 DOOR, -------- ---- --- ---- 9'4" CLG L ------ _ 4 I _ 8" DEEP ARCH @ 87" A.F.F. / 1/2" DRYWALL ON FRAME WALLS R-11 INSULATION IN FF ME 3 ' �, WALLS 518" GYP. TYPE "X" ON CEILING PAINT ALL. SEE - II - < 10-1SPECIFICATION SHEET FOR CEILING TEXTURE TYPE ri Z, v1 41 ;" 1. 1 316 % 14'-9" 4 0" I 3 " Ad 6" WALL --- --- / BB , �C) i 19'-4" -- - I 3'-9" 1'-5" _A� CV I1 N 3" DRAIP� FOYER 1------- --------------------------------- -------- -- ; TILE +34_61.37.7 PS I I -_ I I I I I I I I I - 7 ' I 3-04-8 I I �i-PNL I I \ f I I I - I I - LIVING ROOM 9411 CLtG CARPET 35 SH 1+29.6/-38.7 PSF I T Pb 60 CV •111m 16-Ox7.0 O.H. GARAGE DOOR - +26.4 I - 29.4 PSF� _----------= w�, -- `16x16 SQUARE COLUMN (TOP @ 8'.0") 2'-0" _ 161-01, 2' 01 4'-8" i 1 11 616,1 6161 T 2U'-tY' Ri n" 39'-0" 1st FLOOD " .LAS SCALE: 1/4" i / 1/2 WALL W/ WOOD / 1f2 INALL W1 WOOD CAP C 431/2" A.F.F. OR LL IS CAP @ 43112" A.F.F. OR HANDRAIL VV/ BALLUSTERS PER SPECS. 23r,x44 SS ABOVETUD UIlALL IS HANDRAIL WI 12' 0 112" 8 112" , \ % TREADS WHEN BALLUSTERS PER - •-- -_ - NEWELL UT R SPECS. POST BALLUSTERS AND , j FLOOR C 11T HANDRAILS ARE -- - -_ - -- _--- / SYSTEh/i� INTO CAP \ USED PER SPECS, 9 1/2" Il En \ 1 / (3) 2x.12 WD c T- LANDING - \� 2 RISERS + I TREAD / LANDING -- -o STRINGERS - �.� „\ _ NOT TO EXCEED 2 �, 2x6 SUPPORT . \ \ r \\ (2)7.2;, + 9.5 = 24.00" / � - 1/2 LL) NOT' TO WCL UDE NOSE. 116" DEEP FLOOR _ -r SYSTEM - 88 BREAD{ (3) 2X12 WD r.'_ At FAST ----- J' PANTRY STRINGERa ROOM _ \ 112 WALL W1 WOOD CAP L 43 7 = vi 1/2" A.F.F. OR HANDRAIL W/ Ix BALLUSTERS PER SPECS. - - 5'4' V-0 1/2"a'efi- 31 -6;' ------ 16 RISERS @ 7 9/16" + 1 LANDING C 7 3/4" =10'-8 3/4" RISE CL OSF� �1 RISER (lND) S EAI t'Nl2 Y 12 STRINGERS Cw ECUFtE 5TRINC7ERS TO SLABW/P.T. 16 TREADS = 9112" 2X17_ C' 1 L WD. TREADS WRAPPED WITH CARPET 2x4 LEDGER ATTACH W/ 10d CUT NAILS STAIR DETAIL AA - - Bu_ STAIR DETAIL BB_ Al STONEWOOD ST _AIRWAt' Al FO CMU BLOCKS FILL SOLID W/ GROUT TO 16" A.F.F. VV/ NON STRUCTURAL FRAME VARIES PER ELEV. DOOR SCHEDULE DOOR PIUMBER QUANTITY MASONRY FRNAE OPENING OPENING _ DESCRIPTION 16070 1 192" X 84" 16'-0"x T-0" OVERHEAD BANCO GARAGE DOOR 3068 1 _ 41" x 81" T-0" x 6-8" DOOR 6068 SGD 2 74"x81" 6'-0" x 64' SLIDING GLASS DOOR 1668 2 20• x 82" A.F.F. V-6" x 6 -8" BI FOLD 1868 1 2T x 82" A.F.F. T-6" x 6'-8" BI FOLD 2046 1 26'x 57' A.F.F. 2'-0" x 4'4" DOOR 2068 1 26'x 82" A.F.F. _ 4' x 64" BIFOLD 2468 1 30" x 83" A. F. F. 2'4" x 6'-8" DOOR 2668 6 32"x 83" A.F.F. 2'-6" x U-8" DOOR { 2668 1 32- x 83" A.F.F. 2'-6° x 6-8" POCKET DOOR 2868 1 34%83" 83' A.F.F. 2 -8" x 6-8" DOOR 2868 _ 1 34%8T 83' A.F.F. Z-8% x T-8" SOLID CORE DOOR 5068 1 62'x 82" A.F.F. T-0" x 6-8" DBL BIFOLD 6068 1 74"x82"A.F•F• 64'x64'DBL BIFOLD NOTES: I ALL INT. DOORS ARE TO BE HOLLOW CORE U.N.O. 2) ENTRY DOOR TO BE FIBERGLASS Tr _ it 01- TOP OF MA50NRY @ w C`] U1 � 6-0" A.F.F. D/W - --- - REF. SHALL HAVE IN1FERMEDI/*%TE FAIL 5 OR ORIF-�iy1�-WA�. GL09JRr5 WHIGH DO I`df.' A.I LON PA55A: E OF A ¢ `C LLI 5P IE-T� 4 INGHE5 (IO2 mW OR t4OR IN DIAMETER. 42" HIGH MIRROR TO DINNING __� � ! O a 72v K F TO HALL o PARTICULAR ROOM L __71 € � INDIrATE5 THE OPEN 51DE OF A 5TA1f4',W( APE- T EPM11TTED -.rO ROOM BE OF 5J614 A 5IZE -TI-4AT A SPHERE (2 INGHE:5 (152 mm) CANNOT PASS 'FIII?OUC i I.I o T` i El ��5I0N G ONVENT I ON 2. OPENINGS FOR RE(_2UIFED GUARD._-) ON THE 511;)E5OF S AIR TREADS P�_9 . NOT A,Li_O'✓1 AaPf'h'�F'.} - UA 15 UA;' GE OF PLAN5 FROM TH15 00 4-3/P) INGHE5 (101 an) TO RN55 1NROUr5F1. v __ IL DE5162NE Rei OFFICE 5HAL1_ NO'r RELIEVE < FOR TI` FULL LEN�aTII OF THE FL.1&HT, FROM ,�, POINT '� 4" FRAC-E IAIALL <_REFRIGERATOR/CABINET I c DISHWASHER/SINK Al TILE TUB TUB c H LL UA I H 2ND FLOOR Al B RANGE/HOOD nt 4A1D ARCH DETAIL LIVING ---� _ �- 101 1001 42" HIGH MIRROR 24 SH I TEMP. 1 ❑ _� GARDEN TUB--" '\ MASTER BATHROOM MASTER BATHROOM INTERIOR ELEVATIONS SCALE: 1/4" = V-0" 6UARP AINID HANDRAIL NOTE -5 HALL LE G-5ENP 0 R312.2 GUARD O1=°r-)+ NO i_ miTAt ome?, _ it 01- TOP OF MA50NRY @ w C`] U1 � 6-0" A.F.F. D/W � C - - INOIC'„^. Ti .� TOP OF �1A5�iNt�'Y c DISHWASHER/SINK Al TILE TUB TUB c H LL UA I H 2ND FLOOR Al B RANGE/HOOD nt 4A1D ARCH DETAIL LIVING ---� _ �- 101 1001 42" HIGH MIRROR 24 SH I TEMP. 1 ❑ _� GARDEN TUB--" '\ MASTER BATHROOM MASTER BATHROOM INTERIOR ELEVATIONS SCALE: 1/4" = V-0" 6UARP AINID HANDRAIL NOTE -5 HALL LE G-5ENP 0 R312.2 GUARD O1=°r-)+ NO i_ miTAt ome?, � � it 01- TOP OF MA50NRY @ REWIRED C�)AI�'-f)5 ON OF'E N SIDES OF 5TAjPj q/.v(5, � 6-0" A.F.F. RAISED FLOOR AREAS, AS, I3AI_GoNIE5 AIT-) POF HES') � C - - INOIC'„^. Ti .� TOP OF �1A5�iNt�'Y SHALL HAVE IN1FERMEDI/*%TE FAIL 5 OR ORIF-�iy1�-WA�. GL09JRr5 WHIGH DO I`df.' A.I LON PA55A: E OF A L/ !� " I� 5P IE-T� 4 INGHE5 (IO2 mW OR t4OR IN DIAMETER. 42" HIGH MIRROR EXGEPT ION5: __� � ! I I`V (..ATff5 FRAMED P40OD ALL 1. TI -IE TRIAN6)LAR OPEI IIN1 65 FORMIED 6( Tr' rc-: R15ER, TREAD ANI) SOT�QM RAIL OF A OJAP4�) AT PARTICULAR ROOM € � INDIrATE5 THE OPEN 51DE OF A 5TA1f4',W( APE- T EPM11TTED -.rO BEARING HALL BE OF 5J614 A 5IZE -TI-4AT A SPHERE (2 INGHE:5 (152 mm) CANNOT PASS 'FIII?OUC i I.I ALL INTERIOR, ANGLED _1.-5 ARE •--A i El ��5I0N G ONVENT I ON 2. OPENINGS FOR RE(_2UIFED GUARD._-) ON THE 511;)E5OF S AIR TREADS P�_9 . NOT A,Li_O'✓1 AaPf'h'�F'.} - UA 15 UA;' GE OF PLAN5 FROM TH15 00 4-3/P) INGHE5 (101 an) TO RN55 1NROUr5F1. v __ * 14ANDRAIi__5 FOR 5TAIRIIA-r5 5HALL BE GONTINUOU5 DE5162NE Rei OFFICE 5HAL1_ NO'r RELIEVE < FOR TI` FULL LEN�aTII OF THE FL.1&HT, FROM ,�, POINT '� 4" FRAC-E IAIALL DIR.EGTLY AI3O\ F 'n1E TBI•' R.15ER OF Tr1E Fi-IST TO � A PONT DIRE -6 -FLY ABROVE WNE-5T F151 -R. OF THEE x FLIGHT. HANDRAIL ENS/5 C -HA! L RE RETURNED ORifs 0 T5IQEE FADE OF W SINAI -1._ TERMIN/\Ti IN RE!, EL PO T5 OR SAFETY NOMINAL BLOCK TERMINALS AJ F-17ER E=RG 2007 F�.311.5.6.2 . 0 i "PLIGt I�E I�ILDI IO GOOEa PRIOR TO * HANDRAIL &RIP 51ZE SHOULD BE IN GONFORMANGF S ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineerjrlg.corn 2% Z 0 a DO ILLI 0 z O -UDI � pj Ell 1100 ¢ LL aj <(0�00 Q CL00 z E Hl-,rH FRG .2001 R 311..x.3 FROM OU-r5IDE OF BLOGK ,z L � OVE AI l_ 4 EX -i RIOR OF'ENINO 0IMEN510N -' ALL OIRIER5 PARTS OF `5TAIR 5HOULD ISE IN CD GONFORMANGE HITH FR(; 2004 R 511.5. 13(�] F-LOOR PLAN NOTES - I� U EACH BEDROOM MU .,T HAVE ONE HINDOW �i Cq THAT GOMPL-IES HITH ECRE55 GODE5, IF THERE 15 NO AG6E55 TO EXTERIOR Q MIRROR _ THROIaGH A DOOR. THE VIINDOH MU5"T 42" HIGH MIRROR TUB / SHo4VE TILE TO 7'-'F I ~ ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM - _ -__-_-----___ O > U I ALL INTERIOR, ANGLED _1.-5 ARE •--A aLLQ - UA 15 UA;' GE OF PLAN5 FROM TH15 00 TUB DE5162NE Rei OFFICE 5HAL1_ NO'r RELIEVE < `E PWD. ROOM Ai OPEN'G IAY VARY L HAIL - i- T - T LL1 T U Q L r� C) r 0 L-_ Iii a O v CV r THUY H. HUYNH, P. E. #60122 I] IRWIN J. BENSON, P.E. #49758 L] MIKL- - WIAy AND, . OFFICE ��•��ti, •RIIIER'S�i4�j Na. 6012-33 A� �'.r�'��TAE-3�:�._ ATIOff( y®>.O ••• S ��F �```'. 24/10 STONE=1\100D ,'poi TONALE 0 �0' 1St- FI_.QOF L.-IVINo 1144 S.F. SHEET TITLE: 2nd FL OC)P, L.IVINO 120-7 S.F. Ist FLOOR PLAN •�-�T7��L.. L..l�lli�dv 2441 S.F. SMELT INFORMATION: JOB NO.: 310088 ENTf;Z7T' 50 S.F. DATE ISSUED: 02.02.1 1 Cit `,/E 'PSD LANAI 1&2 S.F. DRAWN BY: xx I taAEAr E - 5q4 J.F. REVIEWED BY: xx 1 TOTAL_ So. FT. QO2"I S.F.A I F-LOOR PLAN NOTES - I� U EACH BEDROOM MU .,T HAVE ONE HINDOW Cq THAT GOMPL-IES HITH ECRE55 GODE5, IF THERE 15 NO AG6E55 TO EXTERIOR Q _ THROIaGH A DOOR. THE VIINDOH MU5"T I1AVE- A MAXIMUM 5ILI_ HEIGHT OF 44" CL ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM - _ -__-_-----___ O > U - ALL INTERIOR, ANGLED _1.-5 ARE •--A aLLQ - UA 15 UA;' GE OF PLAN5 FROM TH15 00 DE5162NE Rei OFFICE 5HAL1_ NO'r RELIEVE < THE E9JILOER OF RE5PONSIBIL_ITY TO F'EVJ.F•11 AND, VERA~ i ALL. NOTES, DIMENSIONS, AND APHEPEE IGE TO 0 i "PLIGt I�E I�ILDI IO GOOEa PRIOR TO GOMMENGEMENT OF ANY DONS 1RUGTION. U O AN -'r DI GREPANGY OF ERROR IN NOTES; DIMENSIONS, OR AtD-HERENGE TO O APPLIGABLE OUIL.DINO GODE5 5HAL-L BE __ 1 13ROU65HT TO THE ATTENTION TENTION OjF THE TO IHE BEST OF THE ENGINEER'S � NO fes. 6-�. PANS AND SPECIFICATIONS COMPLY WITH Dir �1GNER 5 OrFIGE FOR GORREG 1 ION KNOWLEDGE AND BELIEF, THE COMPLY T1 `200/ FLORIDA RESIDENTIAL BUILDING CODE, . EI��1 �1a C0� mil 1T„ 9�� NT OF ANY 9 � _ EE Att t LO �1•y L ] (INCLUDING 2009 SUPPLEMENT) SECHON C � I1 GONSTMGT ION. 8301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C"ENCLOSED 011 1.^ `�J (INTERNAL PRESSURE �` } NOT ANT R�-VI5ION5 OR��GHAN6E'S, NOT COEFFICIENT=±0.18) WIND ZONE j RELATED t -L✓ I (r' T1 --IE G®1�!..GTI4,lN �)�-• IHIS DRAWING: AND UCSIUN IS VALID FOR 12MONIHS v AVER IHC UA1E Ir IS SIGNCD AND SEALED. /" FOR IHC SIKUCIURAL PORTION T T E AFTER TW THIS AND '✓ THAT I 1'�I"�L_ EMR )R THAT ARE MADE (IL. OF OF THIS DRAWING ONLY. INC O }}},,, ��' FFILL% COMPLETED FINAL PLANS RAYL-. BEEN CO PLETED 2011 LENNAR CORP. -THIS PLAN MAY NOTBE WRIHLN SHA L BE SUR3JEGT TO ADDITIONAL FEES. REPRODUCED IN ANY MANNER RATA CONSENT FROM LENNAR CORPORATION. N ��y� �y }�7 ARE IF MODIFjIGp MADE illi\jE M-�I DE TO 2011 -THESE DRAWINGS AND DESIGNS ARETHEJOINT SAN ENGINEERING. LLC AND THE THESE l- L /U NS BY A VY OT ER PARTY R 1 I PROPERTY OF S PROJECT. ANY PLAN5 CLIENT ON THIS PROJEOT. ANY REPRODUCTION OR OTHER THAN THE DESIGNERS OFFIGE, THE UNAUTHORIZED USE IS PROHIBITED. DE516 NER SHALL NOT BE HELD REVISION: RESPON5IBLE. DATE DESCRIPTION 01-12-09 1.00 2007 FBC UPDATE 4. OARA55E DOOR -/f ALL BE LABELED HITH 07-17-09 2.00 2009 SUPPLEMENT; ARCH. P S_ A PERMANENT LABEL PROVIDED BY TI -IE 09-03-09 3.00 ARCH REVISIONS FOR p I +FAG r� TON PLAN M!^i� U 3.01 ELECTRICAL OPTION -VIER. 10 1409 PLAN REVISION 06.23.10 4.00 SALES OFFICE 2007 FBC W I PPLE DATE 10.01.10 4.01 MODIFIED FILLED CELLS 11 .05.10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 11.05,10 CA 25948 SAMUEL A. GREENBERG, P E #34245 r THUY H. HUYNH, P. E. #60122 I] IRWIN J. BENSON, P.E. #49758 L] MIKL- - WIAy AND, . OFFICE ��•��ti, •RIIIER'S�i4�j Na. 6012-33 A� �'.r�'��TAE-3�:�._ ATIOff( y®>.O ••• S ��F �```'. 24/10 STONE=1\100D ,'poi TONALE 0 �0' 1St- FI_.QOF L.-IVINo 1144 S.F. SHEET TITLE: 2nd FL OC)P, L.IVINO 120-7 S.F. Ist FLOOR PLAN •�-�T7��L.. L..l�lli�dv 2441 S.F. SMELT INFORMATION: JOB NO.: 310088 ENTf;Z7T' 50 S.F. DATE ISSUED: 02.02.1 1 Cit `,/E 'PSD LANAI 1&2 S.F. DRAWN BY: xx I taAEAr E - 5q4 J.F. REVIEWED BY: xx 1 TOTAL_ So. FT. QO2"I S.F.A I 9 c� '----I--------_---------_-----1____.T__-_------------------ I I 641 91 5.1 14'-2" I _ I I I _ I +35.1 ! - 38.2 PSF +35.1 138.2 PSF 25 SH+35.1 / - 46.4 PSF 1 \ HD@7'-0 25 SH I ` EGRESS HD @ T-0" 1 �x ' i 1314" 20'41 SITTING ROOM $'CLG o MASTER SUITE CARPET 12'0" x 19'8" A 8' CLG CARPET _ �n 13-0" UAKNtI 8'-10" 6-0x6=8 BF CV RISH R/SH 6-0x6-8 BF T-9" M 35 SH HD@T-I EGRESS �`- LAUN, W 12'-10" 9 2-6x6-8 L_ - 4'A" ' A" KNEE WALL W/---• WOOD CAP @ 43 1/2" A.F.F. - PROVIDE PLATFORM u FOR HVAC UNIT (c� 28" A. F.F. d HALL 8' CLG _ CARPET1 1' 1111 T-2" �'� _— 71." _ �? DRYER VENT-- I� THRU ftOQF MAX. LOT BEDROOM #2 INDiGATfi=a TDF' OF MA5ONR;Y HVAC 25'-lY'1 13'-11" -------------------------------- 25 SH HD @ 7'-0'1 EGRESS � I -� SIC I vJ $' CLU I I- CARPET T1 101121 9" 11511 1.11 11),1 IL c.Y tL �� -1 ♦ 4 / ' N --� F PT. M.CI 17 16 15 14 13 1 co II%1A�TEI--� BATH o \ LANDING = 8'0" CL G, TILE �I'` 31cg- j _A T2L{T-3" a DN � 7-0 — A.F.F. X 12 :-:ADX� X , UDEN "r0 11I Od-i -----' BELOW 10 <�T-4" wl� — 5'-100' - , � -I LuLO 8 —-- 2 Ux6 8 "' {J 112" IN,' LLO 7 60X42 HAND AIL W' `? --- ( b 42"x36" \ DROP IN BALLU ETERS --- < , _ \ 'k PEP, S ECS. _5 �� SHOWER PAIN o jUBJI — 2 �-- 1 2'-2° -, ALIGN FLOOR JOIST L9 Zn 'co TO TOILET PLATFORM CV I . 2-bxb-8 L v.., 12'8"x 13'0" 1-8r6-8 8' CLG�B�' CARPETLINEN ;ISH , ATH � 14'' � 31=g,1 --- �--T--- 1 � . ALIGN FLOOR JOIST ---.. 8' CLG D i U) I U VI I TO TOILET PLATFORM _TILE v CV I I L� _� _ND 1 n +34.3 / - 44.$ PSF 1+36.3 / - 1 cfJ a� HANSEN TILE 5'-4114" � a0A � �� v6' 6'-5 314" .CSI _I I I 1 I I 8' CLG CARPET VARIES PER ELEV. 12'41 � 35 SH NON STRUCTURAL-� FRAME +i4.3 i 44.$ PSF HD @ 7' 0" 12" SHELF OR i -� — EGRESS 60"40" CABINETS P I ABOVE APPLIANCES!, 1 PER SPECS, I I I I I I I ---------------- 41-0" 2$' 6" 6'-61, end FLOOR PLA N SCALE: 1/4" =1'-0" 0% �- q1to )`�� DO NOT NAIL LID DOWN 1-314" OR 2-1/2" PLYWOOD OR OSB HVAC STAND DETAILS N.T.S. 39,3 PSF I VENT THROUGH ROUE DISTANCE FROM DRYER TO — L VENT NOT TO EXCEED 25 �1 —7 - SEE SEE FLR_PLAPJ FOR CEILING N_EI GH_ ?3 Ij DISTANCE EQUALS _ ONE', SPACING -- H,AN50N 80X RECESSED 4" FINISHED AREA I I`_-. I I I I I I I LL DRYER VENT, CV 4"CLEARANCE --•---___.___J� L—_-1 1 TYP. LAUNDRY DETAIL NOTE: RECESS IS TO BE DiRYWALLED W ITH CORNERBEAD AT 4 EDGES AND PAINTED COLOR OF WALLS AF�EA TABULATION 2440 STC>NEi- INDiGATfi=a TDF' OF MA5ONR;Y V -01'A A.F.F. m IiV.DIGA'TE5 i"OF' OF PrlA50NRY INDiGA`TE5 FR,''et-(CD k,400D Yi,a.U.. DE.ARINr� 11 S.F. � FRAME HALL w w�IL° Ll OUT5IDE FACE OF 811 0 0 I -NOMINAL BLOGf. - FROM OU-f51DE OF BLOCK DVEi'21-1L1.. +$ EXTERIOR OPENINC, DIMENSION e I>, EACH BEDROOM MUST HAVE ONE !^IINDOW THAT GOMP!_iEs HITH EGP.ESS CODES, IF THERE IS NO ACCESS TO EXTERIOR Ti•-fROUr-�ti A DOOM'. Ti -IE hIINDON MUST HAVE A MAXIMUM sILL HEI�iHT OF 4411 ABOVE FINISH FLOOR LINE OF THAT PAI<.TIGIJLAR ROOM -- ALL _ INTER IOi�. ANGLED '�!A! LS ARE -i- " 'K .� . _ A A. 5 IJ. O. 11551JANGE OF PLANS Ff?ONi THIS J• DE5I6NER5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPON5IBlL1TY TO .EVlEhi AIa'D VERIFY All NOTES, Dir✓I&15IONs, AND AJHr:RENGE TO APPLICABLE BUIL-DPNH CODES PRIOR. TO GOr✓iHENc,Er,rE_NT OF ANY GONSTRIJGTION. A3Ti' D!5GRL>t'AN<JY OF ERROR IN NOTES), D1MEN5IONs, OR ADHERENCE TO APPLICABLE BlJILDINry CODES SHALL BE BRO(J6H-r TO THE ATTENTION OF THE � DE516 NEt'.S OFFlGE FOR GORREGTION I BEFORE GOr-'ir-lENGL=HENT OF ANY GONSTRUGTION. ANY RE(islDNS OR GHANOES, NOT .ELATED TO THE GORREGTION OF ERRORS THAI- ARE MADE AFTER THE I r'AL PLANS HAVE BEEN COMPLETED SHALL BE Si.lB,.1EGT TO ADDITIONAL. FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY Ai�dY OTHER PARTY O"i"FIER THAN. THE DESIGNERS OFFICE, THE DE5IONER SHALL. NOT BE HELD � RESPONSlBLE=. F4. GARAGE BOOR SHALL BE LABELED H! TH ' A PERMANENT LABEL. PROVIDED BY THE r �fANIJFAGTUIRER. IUC>C> 15i. FLOOR ,LIV! Nr 1144 S.F. 2nd FLOOR L..lVINO 12Gn S.F. TOTAL i._IVIN,O 2441 S.F. E__NTR-Y 30 S.F. UANSCO G,�0g51i RED LANAI 6-T2f S.F. TOTAL '7�50. FT. 502-� ENGINEERING, LLC P.O. BOX 3400 Apollo Death, Florida 3357E p. 813.645.0166 f. II 13.G45.Y6Y8 www.dpnscpengineering.ppmcn a 0 0 Ln Eu z� o�� Qa � M N pu--' � S.F. ENGINEERING, LLC P.O. BOX 3400 Apollo Death, Florida 3357E p. 813.645.0166 f. II 13.G45.Y6Y8 www.dpnscpengineering.ppmcn a 0 0 Ln Eu z� o�� Qa � M N pu--' U 11-0 CD Q F- 0 o_ W � T W hU L V TO THE RESP OF WE ENGINEER'S KNOWLEDGE AND RELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH. I 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS `LALIDFOR 12 MONIt15 AFTER THE UAIC Ir IS SIC' NCD AND SEALED. SIGNED AND SCALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP. THIS PLAN MAY NOT UE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROMLENNAK CORPORATION. 201 I•IHCSC DRAWINGS AND DESIGNS ARE [HE JOINT PKUPEKIY OF DANSCO ENGINEERMG, LLC AND II1E CCIENT UN 1111S PROJECT. ANY REPRODUC;IION OR UNAUTHORICEU USE IS PROHIBITED. - REVISION: DATE DESCRIPTION 01-12-U9 1.00 20V7 FRC UPDATE U7 17 07 2.00'LWY SUPPLEMENT; ARCH. 09-U3-09 3.00 ARCH REVISIONS FOR PLAN IV -1407 3.01 ELECTRICAL OPTION 06.23.10 4.00 SALES OFFICE 2007 FRC W ' I P TE 10.01.10 4.U1 MODIFIED FILLED CELLS 11.05.10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 1 1.05.10 CA 25948 [I SAMUEL A. GREENBERG, ' P.E. #34245 THUY H. HUYNH, P.E. #60122 ] IRWIN J. BENSON, P.E. #49758 ] MIKE RICHMOND,. P.E. #591.07 CD Ly�ENGIN EE,R,S�AQj STATE OF j : JOB NO.: 310088 SATE ISSUED: 02.02.11 DRAWN BY: xx ZEVIEWED BY: xx O 1 ��2nd�FL'OOR PLAN SHEET INFORMATIONA2 : � w w�IL° Z 0 0 U 11-0 CD Q F- 0 o_ W � T W hU L V TO THE RESP OF WE ENGINEER'S KNOWLEDGE AND RELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH. I 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS `LALIDFOR 12 MONIt15 AFTER THE UAIC Ir IS SIC' NCD AND SEALED. SIGNED AND SCALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP. THIS PLAN MAY NOT UE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROMLENNAK CORPORATION. 201 I•IHCSC DRAWINGS AND DESIGNS ARE [HE JOINT PKUPEKIY OF DANSCO ENGINEERMG, LLC AND II1E CCIENT UN 1111S PROJECT. ANY REPRODUC;IION OR UNAUTHORICEU USE IS PROHIBITED. - REVISION: DATE DESCRIPTION 01-12-U9 1.00 20V7 FRC UPDATE U7 17 07 2.00'LWY SUPPLEMENT; ARCH. 09-U3-09 3.00 ARCH REVISIONS FOR PLAN IV -1407 3.01 ELECTRICAL OPTION 06.23.10 4.00 SALES OFFICE 2007 FRC W ' I P TE 10.01.10 4.U1 MODIFIED FILLED CELLS 11.05.10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 1 1.05.10 CA 25948 [I SAMUEL A. GREENBERG, ' P.E. #34245 THUY H. HUYNH, P.E. #60122 ] IRWIN J. BENSON, P.E. #49758 ] MIKE RICHMOND,. P.E. #591.07 CD Ly�ENGIN EE,R,S�AQj STATE OF j : JOB NO.: 310088 SATE ISSUED: 02.02.11 DRAWN BY: xx ZEVIEWED BY: xx O 1 ��2nd�FL'OOR PLAN SHEET INFORMATIONA2 : 4" OFF RIDGE VENTS 12 5.9 SHINGLE ROOF (TYP. U.N.O.) Z)UALI=:3/IU - I -U- ROOF VETT SCHEDULE VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MINIMUM OF VENTED AREAAS LISTED BELOW OR EQUIVALENT SYSTEM PER F.R.C. 2007 SECTION R806.2 LOCATION ROOF VENTS OR EQUAL I SOFFIT VENT 0 0- SYSTEM SQ. IN. (SQ. IN.) 1 st LEVEL L ^ 43 ROOF/GARAGE 0 U 0 cZ 1 st LEVEL _ 0 225 KITCHEN/LANAI ¢ (,r 2 nd LEVEL 328 328 ROOF o o - 1 -.�_iL-=--•-•-- H-_ -+ CONTROL CONTROL-\ JOINT JOINT \ 1 a CEMENTITUOUS o FINISH 12 3�' - - - - - - - - - - - - - - - - - — -- SEE DETAIL AISN1 FOR _ EXPANSION JOINT LINE WEEP SCREED INFO.HA o LITE TEXTURE m DECORATIVE FINISH O�j 0 z T -O" T RETURN Ll 0, �_ 4 SEE DETAIL Bi'SN1 FOR WEEPSCREED INFO. DECORATIVE STONE 1' 2" LEFT ELEVATION SCALE: 3/16" =1'-0" 1`�r b - 4 CV, 2" L 4'-2" L CUT/ CORED FAN DETAIL W/ 12 EQUAL SECTIONS SCALE: 3/4"=V-0" 11_.111 O 811 cur/SCORED KETSTONE DETAIL SCALE: 3/4"=T-0" —_ CUT I SCORED AN 7" FRIEZE BAND CUT/SCO ED BAND KEYSTONE 3-0x6-8 DOOR STYLE MAY VARY REF ERTO PECIFICATIONS 16x16 SQUARE COLUMN ENTRY ELEVA I ION TEOXTURED DECORATIVE SCALE: 318" =1'-0" FINISH 4" OFF RIDGEVENTS - - L �1 J_1.1_I H12 yl IL L 5.9 Ti 11 u_i>J L LlLH 11 I 1 LL i L �L1_Llu1 CONTROL JOINT I CEMENTITUOUS L SH " FINISH 25 SH Ir(� III II�z�3 SH �JI I L�— LITE TEXTURE DECORATIVE FINISH REAR ELEVATION SCALE: 3/16" = V-0" 11_911 5 35 SH WINDOWS @ 32 SH WINDOWS CUT/SCORED SHUTTER DETAIL SCALE: 314"=1' 0" O L_ w 7 Z U 4" OFF RIDGE VENTS 12 (ALL UNO) k CUT/SCORED SHUTTERS -- CUT/SCORED KEYSTONE — 7" FRIEZE BANE) 12 E-71— ���i❑FE—J] =I-III I101, ' �I �� lil 1�91i VIII lli� 1 °^'[0-1[= CONTROL JOINT L25SH" 4" OFF RIDGE VENTS I -I I- -4 I -V -}-}i- -I-I -.-I- f }-,-,-r-I-1-• ^i -F-- I V F---1---I-T-I-i- - t --I- .tL -i-1-t_- - _L ^ {'i�._! .!✓L_t_- �-L�-.1.-.1--..�E-:1-� _..J__..i M�-+ 1_ -I-i-I +=j;)_ - -,-.- - F-�a-- C7 a µ, Apollo Beach, Florida 33572 V Lu 0 0- CD xs L -0 L OVERHANG 6" (MIN) U U 0 cZ O LLL CO fu 00 <L~i1 CL Lu T ¢ (,r s EL m �I (OR 1/2 THE DEPTH o o Z 1 r� CJ 2 0. I W s Q W a < w - LL_¢ C Q LL SEE DETAIL BISN1 FR Q CO O COEFFICIENT = +0.18) WIND ZONE LL. O SIGNED AND SEALED FOR THE STRUCTURAL PORTION LV Lu LL 6.0.6.8 SGD-- -� O a - 7 rn p'y REVISION: O U Q � Q 07-17.09 ib 1 UPDATES UI -U3 -U9 N OPTION PLAN CV c0i, SLON 06.23.10 4.00 SALES OFFICE 2007 FBC 2009 r F F jt1P_DATF SEE DETAIL A/SN1 FOR WEEP SCREED INFO. EXPANSION JOINT LINE i 4.02 ELEVATION UPDAIES -13 T VERSION NO. 4.02 / 1 1.05.10 �- --- _ - O cn - P.E. #49758 [] MIKE RICHMOND, Is ,'_, ► • • Y ft a ° Q �`yI� • 11� - - - - - - - - - - - - SHEET INFORMATION: - DATE ISSUED: 02.02.1 1 C REVIEWED BY: xx A 3 (C' ) j --� U J 3-0x6-8 DOOR STYLE MAY VARY REF ERTO PECIFICATIONS 16x16 SQUARE COLUMN ENTRY ELEVA I ION TEOXTURED DECORATIVE SCALE: 318" =1'-0" FINISH 4" OFF RIDGEVENTS - - L �1 J_1.1_I H12 yl IL L 5.9 Ti 11 u_i>J L LlLH 11 I 1 LL i L �L1_Llu1 CONTROL JOINT I CEMENTITUOUS L SH " FINISH 25 SH Ir(� III II�z�3 SH �JI I L�— LITE TEXTURE DECORATIVE FINISH REAR ELEVATION SCALE: 3/16" = V-0" 11_911 5 35 SH WINDOWS @ 32 SH WINDOWS CUT/SCORED SHUTTER DETAIL SCALE: 314"=1' 0" O L_ w 7 Z U 4" OFF RIDGE VENTS 12 (ALL UNO) k CUT/SCORED SHUTTERS -- CUT/SCORED KEYSTONE — 7" FRIEZE BANE) 12 E-71— ���i❑FE—J] =I-III I101, ' �I �� lil 1�91i VIII lli� 1 °^'[0-1[= CONTROL JOINT L25SH" 4" OFF RIDGE VENTS 12-4 )s� DECORATIVE STONE �16-0x7-0 U.H. GARAGE DOOR 3-0x6-8 A FRONT ELEVATION SCALE: '1/4" =1'-0" SHINGLE ROOF (TYP. U.N.O.) I -I I- -4 I -V -}-}i- -I-I -.-I- f }-,-,-r-I-1-• ^i -F-- I V F---1---I-T-I-i- - t --I- .tL -i-1-t_- - _L ^ {'i�._! .!✓L_t_- �-L�-.1.-.1--..�E-:1-� _..J__..i M�-+ 1_ -I-i-I +=j;)_ - -,-.- - F-�a-- C7 a µ, Apollo Beach, Florida 33572 V CONTROL JOINT 0 0- CD xs L -0 L 12-4 )s� DECORATIVE STONE �16-0x7-0 U.H. GARAGE DOOR 3-0x6-8 A FRONT ELEVATION SCALE: '1/4" =1'-0" SHINGLE ROOF (TYP. U.N.O.) 1'-4 11 I 31-311 NOTE: I -I I- -4 I -V -}-}i- -I-I -.-I- f }-,-,-r-I-1-• ^i -F-- I V F---1---I-T-I-i- - t --I- .tL -i-1-t_- - _L ^ {'i�._! .!✓L_t_- �-L�-.1.-.1--..�E-:1-� _..J__..i M�-+ 1_ -I-i-I +=j;)_ - -,-.- - F-�a-- C7 a µ, Apollo Beach, Florida 33572 V CONTROL JOINT EXTEND ROOF CD xs O� OVERHANG 6" (MIN) Q U 0 cZ O LLL CO fu 00 <L~i1 CL Lu INTO ENTRY WAY ¢ 0 CD s EL m �I (OR 1/2 THE DEPTH o o 1A3 SH 1 r� CJ 2 0. I W s IF GREATER THAN 6") W 0 3-04-8 W/ w - Q C Q i - SEE DETAIL BISN1 FR (INCLUDING 2007 SUPPLEMENT) SECTION CO Lu COEFFICIENT = +0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED.. SIGNED AND SEALED FOR THE STRUCTURAL PORTION WEEP SCREED INFO LL 6.0.6.8 SGD-- -� - - PROPLRTY OF DANSCO ENGINEERING, LLC ANOTHE - 7 - 1'-4 11 I 31-311 NOTE: I -I I- -4 I -V -}-}i- -I-I -.-I- f }-,-,-r-I-1-• ^i -F-- I V F---1---I-T-I-i- - t --I- .tL -i-1-t_- - _L ^ {'i�._! .!✓L_t_- �-L�-.1.-.1--..�E-:1-� _..J__..i M�-+ 1_ -I-i-I +=j;)_ - -,-.- - F-�a-- C7 a µ, Apollo Beach, Florida 33572 V CONTROL JOINT EXTEND ROOF CD xs O� OVERHANG 6" (MIN) a 1c, D_ c 7 1 O LLL CO fu 00 <L~i1 CL Lu INTO ENTRY WAY ¢ 0 CD w U m �I (OR 1/2 THE DEPTH o o 1A3 SH 1 r� OF ENTRY COLUMN 2 0. I W s IF GREATER THAN 6") O r cel <r 3-04-8 W/ w - Q C 1-u-8 8 S. LT, FINIS}{ u (INCLUDING 2007 SUPPLEMENT) SECTION CO Lu COEFFICIENT = +0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED.. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY. LL REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. O PROPLRTY OF DANSCO ENGINEERING, LLC ANOTHE yD W F- p'y REVISION: DATE U Q 01-12-09 1.00 2007 FBC UPDATE 07-17.09 2.00 2009 SUPPLEMENT; ARCH. 1 UPDATES UI -U3 -U9 N OPTION PLAN 10-14-09 c0i, SLON 06.23.10 4.00 SALES OFFICE 2007 FBC 2009 r F F jt1P_DATF SEE DETAIL A/SN1 FOR WEEP SCREED INFO. EXPANSION JOINT LINE i 4.02 ELEVATION UPDAIES -13 T SECTION A -A DETAIL ELEV. SCALE: 3/8"= V-0" 12 5.9 SHINGLE ROOF (TYP, U.N.O.) 2�Q11 21-0" a �r Ti z U CUT/SCORED F_ SHUTTERS _ _ 2nd EXPANSION JOINT LINE CUT! SCORE FAN 81, BANCL ) ss ss �l V z O 35 SH — r 12" BAND _ J �t F.F. IK� - -- 1'vx'I6 SQUARE COLUMN (TOP L 8'-0") CMU BLOCKS FILL SOLID W1 GROUT TO 16" A.F.F. W/ NON STRUCTURALFRAME 4" OFF RIDGE VENTS SHINGLE ROOF ( TYP. U.N.O.) I -I I- -4 I -V -}-}i- -I-I -.-I- f }-,-,-r-I-1-• ^i -F-- I V F---1---I-T-I-i- - t --I- .tL -i-1-t_- - _L ^ {'i�._! .!✓L_t_- �-L�-.1.-.1--..�E-:1-� _..J__..i M�-+ 1_ -I-i-I +=j;)_ - -,-.- - F-�a-- ENGINEERING, LLC µ, Apollo Beach, Florida 33572 V CONTROL JOINT www.danscoerlgirleerirlg.corn CD CONTROL JOINT O� 1_21 Qi 1140 1c, D_ c 7 1 O LLL CO fu 00 <L~i1 CL Lu z 0 CD w U m �I Q 1A3 SH 1 O W Q 0. I W Q CENIENTNUOUS cel <r w - N TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL FINIS}{ 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2007 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = +0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED.. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY. 2011 LENNAR CORPAHIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201 I.1HESE DRAWINGS AND DESIGNS ARE THE JOINT PROPLRTY OF DANSCO ENGINEERING, LLC ANOTHE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. p'y REVISION: DATE DESCRIPTION 01-12-09 1.00 2007 FBC UPDATE 07-17.09 2.00 2009 SUPPLEMENT; ARCH. 1 UPDATES UI -U3 -U9 N OPTION PLAN 10-14-09 12 SLON 06.23.10 4.00 SALES OFFICE 2007 FBC 2009 r F F jt1P_DATF SEE DETAIL A/SN1 FOR WEEP SCREED INFO. EXPANSION JOINT LINE i 4.02 ELEVATION UPDAIES -13 T VERSION NO. 4.02 / 1 1.05.10 �- --- _ - - P.E. #601.22 - P.E. #49758 [] MIKE RICHMOND, Is ,'_, ► • • Y ft a ° Q �`yI� • 11� - - - - - - - - - - - - SHEET INFORMATION: - DATE ISSUED: 02.02.1 1 DRAWN BY: xx REVIEWED BY: xx A 3 (C' ) j --� U J � cD m LITE TEXTURE @ DECORATIVE FINISH CJ RETURN o IL35 DECORATIVE S'TUNE M1 SEE DETAIL BISN1 FOR WEEP SCREED INFO. - - - —� - - MOH I' ELEVATION SCALE: 3/16" =1'-0" AN ENGINEERING, LLC P.U. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoerlgirleerirlg.corn CD O Ln O� H Q 6, o Qi 1140 1c, D_ c 7 1 O LLL CO fu 00 <L~i1 CL Lu z 0 CD w U m �I Q 0_0 O W Q I W Q cel <r w U N TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2007 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = +0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED.. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWING ONLY. 2011 LENNAR CORPAHIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201 I.1HESE DRAWINGS AND DESIGNS ARE THE JOINT PROPLRTY OF DANSCO ENGINEERING, LLC ANOTHE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. p'y REVISION: DATE DESCRIPTION 01-12-09 1.00 2007 FBC UPDATE 07-17.09 2.00 2009 SUPPLEMENT; ARCH. UPDATES UI -U3 -U9 3.00 ARCH REVISIONS FOR OPTION PLAN 10-14-09 3.01 ELECTRICAL OPTION SLON 06.23.10 4.00 SALES OFFICE 2007 FBC 2009 r F F jt1P_DATF 10.01.10 4.01 MODIFIED FILLED CELLS 1 1.05.10 4.02 ELEVATION UPDAIES VERSION NO. 4.02 / 1 1.05.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #601.22 [] IRWIN J. BENSON, P.E. #49758 [] MIKE RICHMOND, Is ,'_, ► • • Y ft a ° Q �`yI� • 11� 3 14+,41 gMT TITLE: ELEVAHON "C" SHEET INFORMATION: JOB NO,: 310088 DATE ISSUED: 02.02.1 1 DRAWN BY: xx REVIEWED BY: xx A 3 (C' ) COACH LIGHTS — ---�_ OR PREWIRES PER SPECS 1st FLOOD. ELECTRICAL PLAN SCALE: 1/4" =1'-0" FAN PRE -WIRE W1 CLG. MOUNT FIX. G.F.I. 1!. OPTIONAL RECESS CAN KITCHEN LAYOUT SCALE: 114" -1'-0" A/C DISCONN. A/C DISCONN. --- ---------- ----------- -------------- -------------------------------------- 1 I I I I I I 1 I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I r---1 I I I I I I I I I I I I L-------------------------------------------------------------------------------------------T-___-1 2nd FLOOR ELECTRICAL PLAN SCALE: 114" = '1'-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. SINGLE PHASE 125 APAP 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. 11/2" RIGID NIPPLE WITH 2 41 AND '1 4,3 CU THW CONDUCTOR BY POWER COMPANY NTS ELECTRICAL KFY DUPLEX. CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER a.p. WE,-ViHERPsROOF DUPLEX, OUTLET vG.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL_ PURPOSE OUTLET DUPLEX OUTLET IN FLOOR.. 220 VOLT OUTLET WALL SWITCH 3 THREE—WAY ;3 WITCH 4 FOUR-�AVV( SWI T CFH R I MHEOSTAT SWITCH j- CEILING, MOUNTED II e,'ANDESCE_NT LIC -BHT FIXTURE � s WALL MOUNTED INCANDESCENT LIGH i FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE WATER PROOF RECESSED INCANDESCENT LIGHT FIXTURE IN.P. i �I P� LIGHT 'FIXTURE WITH PULL CHAIN TRACK LIGHT =t--�__-i FLOURr SCENT LI%i-IT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION MLIU HOLLYWOOD STRIP Q ELECTRIC DOOR OPERATOR cla CHIMES EI PU SI-IBUTTON SWITCH sD SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR COMBINATION TELEPHONE TELEVISION (TE: I AT r, ELECTRIC TRIC METER ELECTRIC PANEL_ DISCONNECT SWITCH SPEAKER PRE—WIRE FOR OPT. CEILING FAN V J <\ 7 CEILING MO( INTED INUANDESCENT LI(3'H I FIXTURE URC, W/ GA � PRE -WIRE FOR OPT, CEIL_ING FAN KIS ) f p -c. l 1. PROVIDE AND INSTALL GROUND — E-AIULT CIRCUIT-INTERUPTERS (GFI) AS INC3ICAI'ID 011 CLANS. 2. UNLESS OTHERkNISE 1NDItCATED, INSTALL SWITCHES & RECEPTACLES AT TH``��'E FOLLOWING�iESH��EIGHTS ABOVE FINISH FLOOR: SV°il T C...........42" OUTLETS .............14" TE_ LIE PH0NE......... 14i1 TELEVISION 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4, ALL. ELECTRICAL IN SLEEPING ROOMS SHALL BE ON A A.F.C.l. PROTECTED CIRCUIT. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL_ WORK IS IN FULL COMPLIANCE WITH 2003 N.E.C., F.R.C. 2007, AND ALL. APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 'v DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 If. 813.6459698. www.danscoengineering.com 0 O Lr) Lu Ci Q� o .o ' m w 0_j Q0 z Ce Lf to rM11 � C'"0 uw 0 CD U m Q .�cn C. O Q U W �°�CC s w C`d < CD Q U CV THIS DRAWING AND DESIGN LS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF IRIS DRAWING ONLY. 2011 LENNAR CORPAHIS PLAN MAY Nor BE REPRODUCED IN ANY MANNER WITHOUT WRITTCN CONSENT rROM L CNNAR CORPORATION. 20 1 I-IHESE 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 01-12-09 1.00 2007 FBC UPDATE 07-17-09 2.00 2W9 SUPPLEMENT; ARCH. PDATES 09-03-09 3.00 ARCH REVISIONS FOR OP ON PLAN 10-14-09 3.01 ELECTRICALOP➢ON 06.23.10 4.00 SALES OFFICE 2007 FBC W 0951JPP M NT 1PDAT 10.01.10 4.01 MODIFIED FILLED CELLS 11.05.10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 1 1.05.10 SHEET TITLE: ELECTRICAL PLANS SHEET INFORMATION: JOB NO.: 310088 DATE ISSUED: 02.02.1 1 DRAWN BY: xx REVIEWED BY: Xx A4 1 st FLOOR HVAC PLAN SCALE: 114" =1'-0" r---- r ------.---- I I I �-J I 1 I I I I I I I I I I I I -------------------------------i-----'r-----.----...---.__-----..------- -----.--------- I I I I I I I I I f I 4 I I I I I ------------------'-_.._.-_-__. _. -----i I 1 I 1 I I I I I I I I I L-------------------------•-------- ---•-------•------ 2nd FLOOR HVAC PLAN _ SCALE: 114" =1'-0" I I I I I I i I FfOfn Below Q Iq O i SAFE LOAD TABLES FOR GRAVITY UPLIFT & LATERAL LOADS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (x) LENGTH = OVER ALL LENGTH OF LINTEL SAFE GRAVITY LOADS FOR 8" PRECAST vr/ 2" RECESS DOOR U -LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT -----------TYPE LENGTH* -__'-" SU8 8F8 -0B 8F12 -0B 8F16 -0B 8F20 -OB 8F24 -OB 81`28-0B 8132 -OB 8F8-113 8F12 -1B 8F16-113 8F20-113 8F24-18 8F28 -1B 8F32113 2'-10" (34") PRECAST 2231_ 3069 4605 6113 7547_ 8974 '10394 11809 3069 4605 6113 7547 8974 10394 -11809 3'-6" (42") PRECAST 2231 3069 3719 5163_ 6607 8054 9502 10951 3069 4605 6113 7547 $974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 '11809 T-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 (7) 8672 10294 11809 6-4" (64") PRECAST 1217 1349_ 1438 1999 2560 3123_ 3686 4249 16613 3090 5365 7547 (36) 7342 (18) 8733 (19) 10127 (163) 5'-10" (70') PRECAST 1062 1105 1173 1631 2090 2549 3009_ 3470 1451 2622 4360 7168 (45) 6036 (19) 7181 (19) 8328 (2o) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394(37) 8825 (14) 7' 6" (90") PRECAST 743 10111 17'29 2` 832_- 2205 _ 2698 3191 3685 '1011 1729 2661 3898 5681 8467 (44) 6472 (15) 9'4" (112') PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 _ 4705 (31) 6390 (47) 10' 6" (126") PRECAST 11'-4" (136') PRECAST 475 362 535 643 582 890 1052. 845 1247 1533 1366 2093 2093 1846 2777 2781 2423_ 2163 3643 (38) 3127_ 2536 4754 (45) 4006 582 945 1366 _ 1846 2423 3127 4006 12' 0" {'144") PRECAST 337 540 813 1254 1684 2193 2805_ 3552 540 873 _ 1254 1684 2193 2805 _ 3552 13' 4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 _ 2883 'IT -0" (168') PRECAST 279 424 706 1002 1,326 1697 2121 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176') PRESTRESSED N.R. NR NR NR PJR- NR NR NR 458 783 1370 1902 2245 251T__2 7-12 164" (184) PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 7320 2513 17'-4" (208") PRESTRESSED N.R. NR 300 NR 548 NR 950 NR 1326 NR 1609 _ NR 1849 _NR 2047 19'-4" (232') PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 - 21'4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR v 180 340 598 845 1114 1359 1468 22'-0" (264') PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1041 1285 11399 24-0 (288) PRESTRESSED N.R. NR NR N NR 129 29 250 450 6544 88844 0 1092 '1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (x) LENGTH = OVER ALL LENGTH OF LINTEL SAFE GRAVITY LOADS FOR 8" PRECAST vr/ 2" RECESS DOOR U -LINTELS (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (*) LENGTH = OVER ALL LENGTH OF LINTEL SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH * 8RU6 8RF6-OB 8RF10-0�' 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OBI 8RF30-08 SRF30-1B 8RF6-1B 8RF10-1 8RF14-1 8RF16-1 8RF22-1B 8RF26-1B 4'4" (52") PRECAST 1635 1749 189.1 3355 3699 3280 4349 5206 6639 5421 8060 6493 9479 7567 � 10893 4'4" (54") PRECAST 1494 1596 3063_ 2992-13968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 7-277 2839 3402 3966 1167 2481 4567 6389 8060 (34) 7917 (19) 9311 (1A) 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113_ 2342 4242 6639 (1o) 8060 (30) 7402 (1a) 8706 (163) 6'-8" (80") PRECAST 797 _ 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048_ 7915 9479 '10893(32) T-6" (90") PRECAST 669 755 1490 24_59_ 3776 5743 7239 5623 755 1490 2459 3776 5743_ 8998 (19) '10893 (48) 9'4" (116') PRECAST 411 - 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 _ 4150 1 5891 (47) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (*) LENGTH = OVER ALL LENGTH OF LINTEL SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS (**) SEE SAFE LOAD TABLE N01 ES 5 (") LENGTH = OVER ALL LENGTH OF LINTEL SAFE LATERAL LOADS FOR 8" PRECAST w12" RECESS DOOR U -LINTELS SAFE LOAD- PLF --� * - LENGTH _.�1TYPE SU8 818 _ 1REINF. CMU" 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST -- 1025 1024 1830 4'-0" (48") PRECAST 765 7613 1365 4'-6" (54") PRECAST 592 591 1057 64" (64")-- --- PRECAST 411 411 - 734 6-10" (70") PRECAST 340 339 - 607 6'4" (78") _ PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357- 9'4" (112') PRECAST 326 512 2.27 10'-6" (126') PRECAST 284 401 178 11'-4" 12'-0" (136') ('144') PRECAST PRECAST 260 244 452 402 152 135 13'-4" ('160') PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176') PRESTRESSED N.R. 284 89 151-4" (184") PRESTRESSED N.R. 259 82 17'4" (208') PRESTRESSED N.R. 194 63 I VA" (232') PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264') PRESTRESSED N.R. 116 39 24'4" (288') PRESTRESSED N.R. 91 33 (**) SEE SAFE LOAD TABLE N01 ES 5 (") LENGTH = OVER ALL LENGTH OF LINTEL SAFE LATERAL LOADS FOR 8" PRECAST w12" RECESS DOOR U -LINTELS (") SEE SAFE LOAD TABLE NOTES 5 (") LENGTH = OVERALL LENGTH OF LINTEL ENGINEERING S" P E CIF I CAT I -- - PRODUCT DESCRIPTION High strength precast concrete lintels designed to be unfilled or filled to form a composite reinforced beam using concrete masonry units. GENERAL NOTES---- - 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with architectural and/or structural drawings. 4. U -Lintels are manufactured with 5-1/2 inch long notches at ends to accomodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" rneet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of lintel cavity. 7.7/32 inch diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos. 03-0605.05 and 03-0605.04 11. The exterior s ulfiace of lintels Installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading with the following equation: I) ed vertical load- + lied hQrizontal IQk < 1.0 afe vertical load afe horizontal load SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS <<1c>���c3c TYPE LENGTH* SAFE LOAD ��4���•���� PLF --��_ TYPE 8F24 -2T 8F2.8 -2T -REINF. LENGTH * �_,� 8RU6 8RF6 CMU*1 4'4" (52") PRECAST 758 757 1365 - T-6" (54") PRECAST 694 693 1249 5'4" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 391 687 - 6-8" (80") PRECAST 595 768 1 510 6613 7636 _ T -O" (48") PRECAST 1363 T-6" (90") PRECAST .509 674 393 9'-8" (116') PRECAST 370 490 227 (") SEE SAFE LOAD TABLE NOTES 5 (") LENGTH = OVERALL LENGTH OF LINTEL ENGINEERING S" P E CIF I CAT I -- - PRODUCT DESCRIPTION High strength precast concrete lintels designed to be unfilled or filled to form a composite reinforced beam using concrete masonry units. GENERAL NOTES---- - 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with architectural and/or structural drawings. 4. U -Lintels are manufactured with 5-1/2 inch long notches at ends to accomodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" rneet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of lintel cavity. 7.7/32 inch diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos. 03-0605.05 and 03-0605.04 11. The exterior s ulfiace of lintels Installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading with the following equation: I) ed vertical load- + lied hQrizontal IQk < 1.0 afe vertical load afe horizontal load SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS <<1c>���c3c TYPE LENGTH* SAFE LOAD - POUNDS PER LINEAR FOOT 8F12 -1T SF16-1T 8F20 -1T 8F24 -1T 8F28 -1T 8F32 -1T 8F8 -2T 8F12 -2T 8F'16 -2T 8F20 -2T 8F24 -2T 8F2.8 -2T 8F32 -2T _ 2'-10" (34") PRECAST '1972 3173 4460 5747 7034 8321 9608 1.972 - --1- 3173 4460 5747 7034 8321 - 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 45695591 2525 3374 6613 7636 _ T -O" (48") PRECAST 1363 2192 3079 3966 - 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 T-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 '1207 1940 2724 3508 4292 5077_ 5861 _ 5-4" (64") PRECAST 1016 1632 2290 2949 3607_ 4265 4924 1016_1632 2290 2949 3607_ 4265 4924 5'-10" (70") PRECAST 909 _ 1492 2093 _ 2694_- 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 _ 6'-6" (78") PRECAST _ 835 (12)1 1340 1880 2419 2959 3498 4038 635-1 1340 1880 2419 2959 3498 4038 _ T 6"' (90") PRECAST 727 (23) 1021 1634 (12) 2102 (11) 2571 (1o) 3039 (1o) _ 3508 -(9) 727 1166 1634 2102 2571 3,939 3508 9'4" (112') PRECAST 591 680 1133 (15) 1471 (15) 1811(15) 2152 (16) 2494 (15) 591 851 1326 1705 2084_ 2463 2842 10'-6" (126") PRECAST - 530 552 914 (15) 1185 (15) 1458 (15) 1732 (15) 2007 (15) 530 686 1 1183 1526 1865_ 2204 2544 _ 11'4" (136") PRECAST 474 485 798 (15) _ 1034 (15) 1212 (15) 1510 (15) 1749 (15) 494 599 1028 1422 1 1738 2053 2369 12' 0" (144"j PRECAST 470 (9) 441 723 (14) 936 (14) 1151 (15) 1366 (15) 1582 (15) 470 543_ 928 1349 1649 1948 2247 13' 4" (160") PRECAST 418 (15) 373 606 (14) 783 (14) 962 (14) 1141 (14) 1321 (14) -428 455 770 1145_ 1444 1718 1993 14'-0" ('168') PRECAST 384 (15) 346 559 (14) 72.3 (14) 887 (14) 1052 (14) 1218 (14) 410_ 420 709 1050 1434 (8) 1694 (B) 1954 (7) 14'-8" (176') PRESTRESSED 239 323 519 (13) 671 (13) 823 (13) 976 (14) 1129 (14) 246 390 655 968 1324 (8) 1625 (11) 1874 (11) 15'4" (184') PRESTRESSED 224 302 485 (13) 626 (13) 767 (13) 909 (13) 1052 (13) 230 ` 364 897 1224 (8) 1562 (14) 1801 (14) 17'-4"208"' PRESTRESSED ( ) 187 _609 255 404 (12) 520 (12) 637 (12) 754 (12) 872 (12) 192 303 500 732 993 (u) 1268 (14) 1470 (14) 19-4 (232) PRESTRESSED 162 222 347 (11) 446 (11) 546 (12) 646 (12) 746 (12) 166 261 424 616 831 (8) 1057 (14) 1225 (14) - 21'•4" (256") PRESTRESSED 142 198 306 (11) 393 (11) 480 (11) 567 (11) 654 (11) 142 230 369 531 713 (7) 903 (13) 1046 (13) 22'-0" (264') PRESTRESSED 137 137 192 295 (1o) 221 354 378 (11) 508 461 (1o) 681_(1) 545 (11) 861 (13) 629 (11) 997 (13) (288") PRESTRESSED 124 175 267 (1o) 341 (1o) 416 (1o) 491 (1o) 566 (to) 124 200 316 450 600 (7) 756 (12) 875 (13) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (�) LENGTH = OVER ALL LENGTH OF LINTEL SAFE UPLIFT LOADS FOR 8" PRECAST wl 2" RECESS DOOR U -LINTELS (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (x) LENGTH = OVER ALL LENGTH OF LINTEL • f 8" precast lintels = 3500 psi • f c 8" prestressed, 6" and 12" precast lintels = 6000 psi fc 4" precast lintels = 3000 psi Grout per ASTM 0476 f g = 3000 psi wl maximum 3/8 inch aggregate and 8 to 11 inch slump. SAFE LOAD TABLE NOTES 1. All values based on minimum 4 inch nominal bearing. Exception: Safe loads for unfilled lintels must be reduced by 20 % if bearing length is less than 6-1/2 inches. 2.. N.R. = Not Rated. 3. Safe loads are superimposed allowable load. - 4..,a e loads based on Grade 40 or Grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing additional reinforced masonry above the precast lintel. See Reinforced CMU on Page 4. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evalute concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d -away from the face of support. G CG) Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strenght =1900 psi Rebar per ASTM A615 Grade 60 Prestressing strand per ASTM A416 Grade 270 low relaxation 7/32 inch wire per ASTM A510 Mortar oer ASTM C270 Tvoe M or S 8. For composite lintel heights not shown, use safe load from next lower height. 9. For lintel lengths not shown, use safe load from next longest length. 10. All safe loads in units of pounds per linear foot. 11. All safe loads based on simply c aPPorted span. 12. The number in the parenthesis indicates the percent reduction for grade 40 field added rebar. Example: V-611 lintel Type 8F32-1 B safe gravity load = 6472 (15) w/ 15% reduction => 6472 (.85) = 5501 plf L IN i EL SCHEJfJLE: CH SAFE LOAD - POUNDS PER LINEAR FOOT -��-TYPE LENGTH * `-� 8RF6-1T 8RFIO-1 8RF14-1 8RF18-1 8RF22-1T 8RF26-1T 8RF30-'1T 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'A" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 - T-6" (54") PRECAST 867 1675 2525 3374 4224 _ 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68') PRECAST 615 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 �- 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6' 8" {$0") PRECAST 570 1012 1651 2204 2758 3312 386,5 570 1097 1651 2204 2758 3312 3865 7' 8" (90") PRECAST 506 .-2002 SUPPT EMFNT IIPDAM 1462 (8) 1952 (7) 2442 (6) _ 2931 (6) 3257 506 _797_ 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST CASTCRETE 491 931 (12) 1301 (15) '1640 (15) 1980 (15) 2322 (16) -395 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (x) LENGTH = OVER ALL LENGTH OF LINTEL • f 8" precast lintels = 3500 psi • f c 8" prestressed, 6" and 12" precast lintels = 6000 psi fc 4" precast lintels = 3000 psi Grout per ASTM 0476 f g = 3000 psi wl maximum 3/8 inch aggregate and 8 to 11 inch slump. SAFE LOAD TABLE NOTES 1. All values based on minimum 4 inch nominal bearing. Exception: Safe loads for unfilled lintels must be reduced by 20 % if bearing length is less than 6-1/2 inches. 2.. N.R. = Not Rated. 3. Safe loads are superimposed allowable load. - 4..,a e loads based on Grade 40 or Grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing additional reinforced masonry above the precast lintel. See Reinforced CMU on Page 4. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evalute concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d -away from the face of support. G CG) Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strenght =1900 psi Rebar per ASTM A615 Grade 60 Prestressing strand per ASTM A416 Grade 270 low relaxation 7/32 inch wire per ASTM A510 Mortar oer ASTM C270 Tvoe M or S 8. For composite lintel heights not shown, use safe load from next lower height. 9. For lintel lengths not shown, use safe load from next longest length. 10. All safe loads in units of pounds per linear foot. 11. All safe loads based on simply c aPPorted span. 12. The number in the parenthesis indicates the percent reduction for grade 40 field added rebar. Example: V-611 lintel Type 8F32-1 B safe gravity load = 6472 (15) w/ 15% reduction => 6472 (.85) = 5501 plf L IN i EL SCHEJfJLE: CH NOTE: THE LINTEL PLAN PROVIDED HEREIN BY DANSCO ENGINEERING, LLC, IS INTENDED TO B 1 �D E USED FOR STRUCTURAL INFORMATION ONLY. UNLESS :5S SPECIFICALLY NOTED OTHERWISE ON THE PLAN OUR CALCULATIONS ASSUME A 16" (NOM.) DEPT H BETWEEN THE TOP OF THETIE BEAM AND BOTTOM OF THE LINTEL. THE NUMBER OF COURSES OF MASONRY PLACED Bi `!"WEEN THE LINTEL AND TIE BEAM IS FOR THE LOCATION OF THE -rop OF OPENING ONLY AND IS BASED ON THE ELEVATION PLAN. IN THE EVENT OF A DISCREPANCY TIME (ELEVATION PLAN SHALL TAKE PRECEDENCE, ,WE ARE NOT RESPONSIBLE FOR LINTELS PLACED AT THE INCORRECT HEIGHT. �II III DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.corn a a CD Ln w F- Zt-,o O Qnwv UJm00 stpii..°° ~Mm Z 0-00 w w?9 LU z 0 0 �- OR U OR 15 S' ° - OR t- OR a _ Q 0 U W 04 'J a W w 1 W ---------O - a �.� .4"r 4 " :'l7 U N .. CASTCRETE POWERBOX CASTCRETE POWERBOX T.N s COEFFICIENT =30.ia) WIND ZONE I 8RF14-1B(1•f 8x14-1B11T 8116-11311T 8x16 -1811T o CONSENT FROM LENNAR CORPORATION. 1 4 a A a -� UNAWHORICED USE IS PROHIBIIEU. REVISION: G O O CASTCRETE 4• POWcRBOX % 07-17-09 _ L 3.00 ARCH REVISIONS FOR 8F24-OB/IT 8x24 -01311T 3.01 ELECTRICAL OPHON PIAN RFvlsinN 06.23.10 4.00 SALES OFFICE 2007 FBC .-2002 SUPPT EMFNT IIPDAM 10.01.10 4.01 MODIFIED FILLED CELLS 11.05.10 4.02 ELEVATION UPDATES .4 VERSION NO. 4.02 / 11.05. 10 CA 25948 SAMUEL A. GREENBERG, l N H CASTCRETE POWER BOX P.E. #49758 [] MIKE RICHMOND, P.E. #�5,y,.1.07.,,, .� .4494.7) ••, - 8F32 OB11T 8x32 -0811T { "t gfATL OF 40 r �(, ww A rsio& T�'CITLE: LINTEL PLAN -) C c NOTE: THE LINTEL PLAN PROVIDED HEREIN BY DANSCO ENGINEERING, LLC, IS INTENDED TO B 1 �D E USED FOR STRUCTURAL INFORMATION ONLY. UNLESS :5S SPECIFICALLY NOTED OTHERWISE ON THE PLAN OUR CALCULATIONS ASSUME A 16" (NOM.) DEPT H BETWEEN THE TOP OF THETIE BEAM AND BOTTOM OF THE LINTEL. THE NUMBER OF COURSES OF MASONRY PLACED Bi `!"WEEN THE LINTEL AND TIE BEAM IS FOR THE LOCATION OF THE -rop OF OPENING ONLY AND IS BASED ON THE ELEVATION PLAN. IN THE EVENT OF A DISCREPANCY TIME (ELEVATION PLAN SHALL TAKE PRECEDENCE, ,WE ARE NOT RESPONSIBLE FOR LINTELS PLACED AT THE INCORRECT HEIGHT. �II III DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.corn a a CD Ln w F- Zt-,o O Qnwv UJm00 stpii..°° ~Mm Z 0-00 w w?9 LU z 0 0 w U m to t- _0 Q 0 U W 04 'J a W w 1 W ry U N TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEG. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =30.ia) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12MOMHS AWLR THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL. PORTION OF THIS DRAWING ONLY. 2011 LENNARCORP: THIS PLAN. MAY NOT 9E REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 2011 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC ANDTHE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAWHORICED USE IS PROHIBIIEU. REVISION: DESCRIPTION _DATE 01-12-09 1.00 2007 HBC UPDATE 07-17-09 2.00 2009 SUPPLEMENT; ARCH. 09-03-09 3.00 ARCH REVISIONS FOR P ION PLAN 10-14-09 3.01 ELECTRICAL OPHON PIAN RFvlsinN 06.23.10 4.00 SALES OFFICE 2007 FBC .-2002 SUPPT EMFNT IIPDAM 10.01.10 4.01 MODIFIED FILLED CELLS 11.05.10 4.02 ELEVATION UPDATES VERSION NO. 4.02 / 11.05. 10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 F-1 IRWIN J. BENSON, P.E. #49758 [] MIKE RICHMOND, P.E. #�5,y,.1.07.,,, .� .4494.7) ••, - , 4 z . . r { "t gfATL OF 40 r �(, ww A rsio& T�'CITLE: LINTEL PLAN SHEET INFORMATION: JOB NO.: 310088 DATE ISSUED: 02.02.1 1 DRAWN BY: x111 REVIEWED BY: xx LINTEL 'ANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 P. 813.645.0166 f. 813.645.9698 www.danscoengineering.com I O O LF) Aw Lu Z F__ o 0 � T _ QO) lMQ J O iO ¢EDt'D�r z LU — cqi 10� 00 0 Op i - <Imo) 0L 00 Z E LL RON fu J t ~ Z CD CD iD TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT] SECTION R301 FOR 120 MPH, 3SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENr='F0.18) WIND ZONE IHISURAWINGANDUESIGNISVALIUFOR 12MONTHS AFTER THE DATE If IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE SfRUCIURAL PORTION OF IRIS DRAWING ONLY. 2011 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201) -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINCERING, LLC AND THE CLIENT ONTHIS PROJECT. ANY REPRODUCIION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01-12-09 1.00 2007 FBC UPDATE 07-17-09 2.00 2009 SUPPLEMENT; ARCH. J-P—DAIES 09-03-09 3.00 ARCH REVISIONS FOR OPTIQN PLAN 10-14-09 3.01 ELECTRICAL OPTION — PLAN REVI-SION 06.23.10 4.00 SALES OFFICE 2007 FBC W. 2QQY SUPPI EMENT HPDATE 10.01.10 4.01 MODIFIED FILLED CELLS 1.1.05.10 4.02 ELEVATION UPDATES VERSION NO, 4.02 / 1 1.05.10 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 IHUY H. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49/58 ❑ MIKE RICUMQj� P. E�. s#'591° �s° � � r E 6 EER4SEAL No. 6C 1 2 • -Tl Yi v <') •'- 0 It 0 r-. I r- I V) 011 SWEET TITHE:/`L I FOUNDATION PLAN SWEET INFORMATION: JOB NO.: 310088 DATE ISSUED: 02.02,11 DRAWN BY: xx zEVIEWED BY: xx REFER TO C/S6 R SCHEDULE. NOTE: SHEATHING TO BC FLOOR TRUSSES. ROOF SHEATHING .J/56 PREFABRICATED TRUSS. FLOOR FMMING PLAN SCALE: 1/4" =1'-0" R®0r OVER 5LIDING4 GsLA66 DOOR DETAIL 6C,ALE: 3/V=I'-0' WIND -307 PLF --- (2-3TOP,Y) 6 5YP 02 LEDGER W/ 3/8' x 3 1/2' >G 5OLT5 W/ FLAT WASHER Q 24' INTO BOTTOM PLATE. 'FLOOR TIRU66E5 @ 24" O.G. aX. ATTACHED TO MASONRY ALL PER J/56 4 RIBBONS, EACH W/ (4) I0d &5 TO EACH FLOOR TRUSS 4 LEDGFR W/ 3/0' x 3 112' ,G 30LT5 UJ/ FLAT WA5HER Q ' O.C. INTO F,15E !ON5. . GMU WALL P>~R I/S6 L_ CL CD z 5 USP CONNECTIONS CONNECTION (QTY - ciaNN: CAPACITYPER F� �-rEr;�EraS`* CONN. FfTA_20 1 16i510 -10d x 1 1/2" _ HTW20 1 '131.5 _ -_ - _ 10-1 Od & (5) 1/4" x 2 1/4" Tapcons to Masonry HTV'V20 1 1530 24-1Od x 1 1%7_" -- 1-1-MI20 2 300'0 _ RT16 _ 2 �- 2t�60 T- _ - _40-1_ad...... 32-8d x 1m1/2" RT16 1 1030 -_ - i 6-•8d x '1 1/2" _ IVIUGTI 5 _ 1 _ 3065 -_ 22-10d & 5/8" ATR EMBED. INTO SIMPSON SET EPDXY SEE PLAN EOR Ei "BED LENGTH FIUS26 '1 '10251 _ 20 -10d ------------ LL 2 `r O o~ v� (l) LAYER UNDEPIAYMENT FOR ROOF PITCH >4:12 4 (2) LAYERS UNDERLAYMEN T FOR ROOF PITCH <4:12. WIND=337 PLF �_ 12 PRE ENGINEERED HURRICANE ANCHOR e EACH T1RU55 WOOD TRU55 v 24' OC. MAX. 15 LC ROOFING FELT UNDER 90 L5 FELT HOT -ROOF COVERING MOP (TILE) 15 LB ROOFING FELT(5HINGLE5) 15/32' COX PLYWOOD OF, J 0.515. (SEE ROOT= NAILING F R30 IN5UL.�-' @' SCHEDULE ON 9H T SNI) MIN, ���`� _.,�_'-- �` ALUrIINU11 DRIP EDGE ----- - ALUMINUM FA50A 1/2' HIGH 5TFB1GTH OR 503' GYP WF3 W/_/E3-`z;<4 SuFASCIA 1 3/8' DRYWALL NAILS OR DRYWALL 12' ALUMINUM VENTILATkD SOi�IT 5CREW5 1 O/C CEILING 4 V O/C WALLS �� i/2' GYP W5---, `-'ArrACNFD WALLSHEATHINGTO (2) TOP PLATE W/ 3d r) 4' DOLISLE 2'x 5.PR TOP PLATE— O.C., 2 ROW$ A -1x2 NAILER 15/32.' MIN. PLYWOOD SHEATHING NAILED PER SHEATHING DETAIL G1..a6 _-2x4 SPE= STUDS _a 16" O.G. USP HTW20 ra EACH STUD, 2x4 E:OTTOM PLATE W/ 10d IJJRAPPF•D STRAP AROUND TOE' � 6" O.C. (2 ROWS) GHOPF ID STRAP24-10d x i I/2° r-3/4" FLUOR DECKING USP MF4F a :24' O.C. lU/ (6) Sd x 1 1/2' TO E30TTOM PLATE (0) ad x 11%2' TO GIRDER FRE -ENGINEERED GIRDER TRU55 J ` PRE-ENGINEERED FLOOR TRl1S5E5 @ 24 O.C, MAX, HANGER PER TRU55 MANUF. FLOOR SYSTEM TO Q-IRDER TRU55 c 5GALE: 3/411_1'-o° 52.5. 2X BLOCKING'a EA WALL 5HEATHIN6 JOINT 16' O.G. 2X 5, '.F. 5TUD 2'x BOT. PLATE W/ (2) IOd a, 6° O.C, - 3/4' PLYWOOD DECKING GLUED AND NAILED W/ - ad COMMON a 6' O/C EDGES AND 12' O.C. FIELD Y" GYP- IUB OR Ys' PLYWOOD/ TYPE 2-1-1-W 0515 (DIRAFT$ 'OPPING) TO BE NAILED Wad COMMON 1D 6' O/C TO ONE SIDE OF THE FLOOR TF?U55 FOR AN AREA L1000 SG. FT. OF FLOOR AREA 4 SEALED PENATRATION AP. iA W/ FOAM. DRAFT5TOPPING SHALL DIVIDE THE_ CONCEALED SPACE INTO APPROX. EQUAL AREAS: FRE -ENGINEERED FLOOR 5Y5TEM I/2' HIGH STRENGTH OR 5/S' GTP LIJ15 (OF 57$' -� GYP. TYPE 'X' .a GARAGE ONLY) W/ 1 3/0' 1 DRYWALL NAILS OR DRYWALL 5CREW61° O/C- CEILING. /CCEILING 4 V O/C WALL5 2x8 STUDS $ 16' OC, - - REFER TO A/5NI FOR SCREED DETAIL Il =. NOTE: LAP SHEATHING TO DOTTOM OF BAND JOIST TYPICAL (2) 2x TOP PLATES CAPACITY - 5HINGL_E ROOF-- TRUSS °)PAN 30' MAX ADD (1) 2x4 STUD a EA. TRUSS 13RG. FOR 30' < TRU55 SPAN < 40' (2) 2x4 STUDS FOR 40' < TRUS5 SPAN, 41' - TILE ROOF- TRI_155 SPAN 25' I'IA;C ADD (1) 2x45TUD @ EA. TRUSS 3RG. FOR 25', TRUSS 5F'AN < 32' ('z) 2x4 STUDS FOR 32', TRU55 SPAN < 3V �- 15/32' MIN. PLYWOOD SHEATHING NAIL FD W/ 5d COMMON NAILS o > 4' O.C. EDGES, AND 6' O,c. FIELD (LJN.OJ �1 x:1/0' STUCCO FINISH PER A�rM C. 926 APPLY 3 LAYERS W/ TOTAL THICK1r':S3 1/8' OVER METAL LATH, MR5T 2 LAYFR:5 T 3/S' THICK EACH. 3RD LAYER 1/S' T141CK -fRil 1N5UL . MIN /---ATTACHED WAL-1. 51-1EATHINr_, TO 2X BOTTOM PLATE W/ 8d 6 4' O.C., 2 ROWS STAC-T(SERED I__2X 15AND JOIST W/ FACF NAIL !Od v TOP 4 13TTI1 CHORD, AND (5) FACE NAILS 10d a TRUSS VERT. LLF15 ' BAND JOIST NOTES: METAL SEAT 1) LAP SHEATHING TO BOTTOM OF PLATE BAND JOIST TYPICAL. -- 2) REFER TO C/56 FOR. WALL' SHEATHING NAIL SCIPEDULE - --WEEP SCREED !N5TALLED PEER MANUR �` -- DOUBLE TOP PLATE -- USP MP4F a I6' OC, UJ/ (6) ed NAILS TO RIM 11015T 4 (6) 3d NAILS TO TOP PLATE5 SILL PLATE- P.T. *2 S.Y.P. 2xO W/ 5/8' x 10' ANCHOR BOLT W/ 2' WASHER a) 32' O.C. �,-� �---15/32' MIN. PL YWOOD Y I F SHEATHING. SEE DE=TAIL C/56 S6 FOR NAIL SCHEDULE KNEE—WALL ABOVE MASONRY WALL MASONRY WALL DDDR LE63END I I-, I'lll!III!II IIiID INDICATES -TOP OF MASONRY o E5' -O" A.F.E. DANS ENGINEERING, LLC I140IGATE5 TOP OF MASONRY @ q'-4" '-4" A.F.F. Apollo Beach, Florida 33572. p. 813.645.0166 INDICATES FLAMED WOOD WALL C� ^� ?ILS INDICATES BEARIN6 WALL D DfiDDi ON CONVENTION LTA I! w O 0 \_4" p0C) FP.AME MALL 2: Go U OU>51DE FACE OF b" Lg 00 NOMINAL BLOCK 1 — r FROM OUTSIDE OF BLOGK O\/ERAL L � EXTERIOR OPENING DIMEN510N -RU I0 15t FLOOR 51 TUIRAL NOT5 0 Lu ~ N1(`µ.. # PESGRIPTION _ 1 (4) .2 x 4 GOLUMN H/ USP HTT(q @ FjA5E. (REFER. 'FO DETAIL 11/54 FORADDL. INFO) 2 x b SPF #2 (OREOUAI_) HEADER H/ I/2" F(2) PLY1^1000 FLITGH. PROVIDE (1) 2 x 4 JAGK PA. END OF HEADER. (2) 32 x 6 5PF #2 (OR ECUAL) HEADER W/ 1/2" 3 PLY HOOD FLITGH SPANS OVER 2 OPENINGS. PROVIDE (1) 2 x 4 JACK @ EA. END OF HEADER s (2) 2 x 4 ,JAGK5 © IN-f-ER1')R SUPPORT. ,-�-. V) 4 ALIGN 2 x STUD @ EAGH FLOOR TRU55. (3) 2 x 4 GOLUMN H/ (1) SIMPSON M5TAM36 5 BASE -ro MASONRY HALL BELOH. (c�EFER 1-0 DETAIL L L_/56 FOR ADDL. INFO) (2) 2 x b BEAM H/ 1/2" PL'(HOO FLITGH 4 USP 6 , L5 -1 -Alb ® COLUMN SPAGER OR U5P HU528-21F GONG; ALED FLANGE HANGER @ (5) 2 x 4 COLUMN. 1 (2) 2 x 4 GOLUMN 5f AGER H/ LISP HTA20 @ BASE TO MASONRY HALL BELOW MOTE: POHER BOX LINTEL (06A. MIN.) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH $ REINFORCEMENT A5 INDIGATED ABOVE. TRU55- DDADIN6 NOTES ALL GONiNEGTIONS PER U5P CATALOG U (LATEST EDIT -ION). GONTAGT ENGINEER FOR . ALTERNATE GONNEGTIONS 2. PRE-ENOINEERED HOOD TRU55E5 5PAGED @ 24" (INCLUDING 2009 SUPPLEMENT) SECTION W(G T'rPIGAL, UNLESS NOTED OTHERWISE 1 J=-ADDITIOi 5EE FLOOR. PLAN AND ELEVATIONS FOR IAL ROOF INFORMATION. IF 'THE GONTRAGTOR, TRU55 MANUFAC"1UP.ER, OR OTHER DE516N PR'OFE`55IOHAL5 REVISE THE SHOHN INFORMATION, DANS,, -_,O LEN61NEEPRING, LLG 15 REQUIRED TO REVIEW ALL FINC-tL GONSTRUGTION DOGUMEW5 FOR. GOMPLIANGE WITH DESIGN INTENT PRIOR TO GOMMENGEMENT OF THE PF'OJF_Gl . FRADIN6 NOTES 2011 -THESE DRAWINGS AND DESIGNS ARE THE JOIN SiwE HEET SNI FOR GOMPONENT I CLIENT ON THIS PROJECT. ANY REPRODUCTION OR CLADDING DE516N PRESSURE rABL�. 2. AI_ -I_ PLUMBING, ELEG-FRIGAL, AND DESCRIPTION MEGHANIGAL ROUGH-IN`s MUST BE 1.00 2007 Fuc UPUAIE COMPLETE, INSPEG-FED, AND APPROVED I 2.00 2009 SUPPLEMENT, ARCH. BEFORE REOUE5TINO THE FRAMING AfF___ L.� IN5PEGTION (PER FBG. I0q.5). 3.00 ARCH REVISIONS FOR PROVIDE TEMPORAR'r SUPPORT FOR ALL OPITON FLAN MASONRY WALL5 GREATER THAN bI_OII 3.01 ELECTRICALUPIIUN DURING GON5TRUGTION. 1 (FBG 2104.I.q) AM EX r r 1,0 I' DANS ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572. p. 813.645.0166 f. 813.645.9698 www.dcrlscoengineering.com ;s 0 (D LTA w O 0 V)UQ I p0C) <cJAo� 2: Go ly - Lg 00 ❑ Lu ~ z (D CD U ,-�-. V) CL 0 > v UJ ,®- LI.1 x i W Q v CSI � U CV TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEG. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =±0.18) WIND ZONE [HIS DRAWING AND DESIGN ISVAHDFOR 12MONTHS AFTER THE DATE ITIS 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 JOIN PROPERTY OF DANSCO ENGINEERING, LLC: AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORILED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01-12-09 1.00 2007 Fuc UPUAIE 07-17.09 2.00 2009 SUPPLEMENT, ARCH. AfF___ L.� 09-03.09 3.00 ARCH REVISIONS FOR OPITON FLAN 10-14-09 3.01 ELECTRICALUPIIUN PLAN SIGN Q6.23. 10 4.00 SALES OFFICE 2007 FBC 5UPPLFMvljr UPDIIE 10.01.10 4 Q1 MODIFIED FILLED CELLS 11.05.10 4.02 ELEVATION UPDATES VERSION NO, 4.02 / 1 1.05.10 CA 2.5948 [� SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, j P.E. #60122 [] IRWIN J. BENSON, P.E. #49758 [� MIKE I�jPMOND, 9 Y . YY omti S* EYO � S •0000v• `.� b� N A l.. �'F►:,111SHEET TITLE: FLOOR FRAMING PLAN SHEET INFORMATION: JOB NO.: 310088 DATE ISSUED: 02.02.1 1 DRAWN BY: xx REVIEWED BY: xx AM EX r r 1,0 q M 0 L0 ROOF FRAMING PLAN (C) SCALE: 1/4" =1'-0" 'J CL WIND= 160 PLF_ l 00 m -� M o1 z 0 M CJ IX) E WIND=356 PLF jh._ T.U'5 FPi AH I N�:� NOT l \IAL.1_ L.EOENL ALL GONNEGTiON5 PER U5P CAT�AI_OG iNDIGATE5 TOP OF MAS.ONRY 7 (LATEST EDITION). CONTACT 1' ENOiNEER FOR .�I. '1711Ili ALTERNATE CON`iEGTIONS A.F.F. PRE-ENGINEERED HOOD TRU55E5 SPACED C� 24" Fri'\ DIGATE5 TOPOr= MA50NR'(P1 • O/C T'(PICAL UNL E55 NOTED OTHER.1�v'15E ' I 4 F�; %/ I " \. F.F. SEE FLOOR PLAN AND ELEVATIONS FOR - — — --- -- • ADDITIONAL ROOF INFORMATION. IF THE CONTRACTOR, TRU55 MANUFACTURER, OR OTHER DESIGN PROFESSIONALS REVISE THE SHOWN INFORMATION, DAN5CO ENGINEERING, LLC, 15 REQUIREP TO REViEN ALL FINAL CONSTRUCTION DOGUMENT5 FOR COMPLIANCE W1TI-1 DE510N INTENT PRIOR TO COMMENCEMENT- OF THE PROJECT. FIR,AMIN(55 NOTES 5EE SHEET SNI FOP, GOMPONENT GLADDINO DE516N PRESSURE TABLE. ALL PLUMBING, ELEGTRIGAL , AND • MEGI-IANIGAL ROU6FI-INS MUT BE GOMPLETE, INSPECTED, AND APPROVED BEFORE REGUESTINO THE FPZAMIN<-) IN5PEGTION (PEP. FE -3G. joq,5). 3 PP:O\/IDE TEMPORE R -r 5UPPORT FOP, ALL MASONRY HALLS GREATER PIAN b'—O" DURING GOf 15TR.UGTIOI 1. (FBG 210 �.I.q) USP CONNECTIONS CONNECTION _ . QTY CONN . CAPACITYPER .�.. � FASTENERS" _..._._..___._........�.� �.,.._,_.,., CONN. FiTA20 1 _.__.1 16,15 —1315 __..10.1 tad x 'I 1/2" --__ HTW20 _ w,rnv.danccoerlgirleering.corN _ 10-10d,& �r" 2 1 /4" Tapc;or7s to Masonry (} 1 /.______—__ _ HTW20 1 Y 1530 _ - ._ 24-10d x 1 "I /2" HTW20 � 2 3060 ----�_ ��. 40-1 Od _ RT16 RTI 6 MUGT'I5 HUS26 22060 1 1 1 � 1030 _ 39ci5 1925 32-8d x.1 1I2" — _ .T._ 16-3+r1 x 1 11.2" 2'2-10d i 5/8" RAT(1 EMBED. INTO SIMPSON S'ET EPC�XY (SEE PLAN FOR EMElED LENGTH) _ _ 20-16d 1/2" SHEATHING FLUSPI W/ TOP OF MASONRY ck REFER TO C/SF FOR ATTACHMENT INFC UIS-- ,�J .,ti,„ .•, „� ..., ,a, d�.,".�..�7-. - p - SCAL E: 1.2/2" = V-0:, 10d NAILS & (°) 1/4" X 2 1/4" TuENS TO MASONRY BELOW (TYP. FAQ -1-1 SIDE) OR (2) MaTA36 ^ CORNER a RAPS V^J/ (26) 10d NAILS `I°O b OOD SECTION WALL OR SEAM BELOW FRAMING ATTACHMENT SCALE, AS NOTED INDICATE5 FRAMED WOOD WALL 12=2=7z . -' > I INDICA E5 BEARING MALL D T-1ENS ON GONVENTION 4" FRAME WALL OUT5IDE FACE OF 8" /—NOMINAL BLOCK OVERALL i EXTERIOR OPENI.N6 DIMENSION 0 15t FLOOR 5TUGTURAL NOTES 0 MK. it DESCRIPTION (-4) 2 x 4 COLUMN s W/ USP HTCI6 @ BASE. i (REFER TO DETAIL N/54 FOR ADDL. INFO) g 2 t ,.2) 2 x & 5PF #2 (OR EQUAL) HEADER W/ 1/2" PLYWOOD FLITCH. PROVIDE (1) 2 x 4 JACK I EA. END OF HEADER. 1(2)'2x6,5PF#2(()i9.EOIJAI-)Ht7--AI)ER W./ 1/2" 3 PLYWOOD FLITCH 5PAN13 OVER 2 OPENINC5. PROVIDE (1) 2 x 4 JACK @ EA. END OF HEADER 1(2) 2 x 4 JAGK5 @ INTERIOR SUPPORT. 4 1 ALIGN 2 x STUD @ EACH FLOOR TRUSS. (3) 2 x 4 COLUMN W (1) 51MP50N M5TAM36 0 5 BA5E TO MASONRY HALL BELOW. (REFER TO DETAIL LL/56 FOR ADDL. INFO) (2)2_ x 8 BEAM 1^I,' 1/2" PLYWOOD FLITCH s USP 6 L5TAdb @ COLUMN SPACER OR USP HU52b-21F g _ CONGEALED FL ANOE HAN(3ER @ (3) 2 x 4 COLUMN. -1 (2) 2 x 4 COLUMN SPACER N/ U5P HTA20 BASE TO MASONRY VIAL L BELOW 11-! POWER BOX LINTEL (06A. MIN.) CAN BE USED IN LIEU OF P r EGA5T LINTEL FOR. EQUAL DEPTH 4 REINFORCEMENT AS INDICATED ABOVE. Q 2nd FLOOR STRUCTURAL NOTE5 O $ MK. # DESCRIPTION (4) 2 x 4 COLUMN H/ (2) 51MP50N MS-FAM36 21 BASE TO MASONRY WALL BELOW. (REFER 1"0 DETAILS A/�52,1_FOR ADDL. INFO.) (2) 2 x 8 SPF #2 (OR EQUAL) HEADER W/ 1/2" 22 PLYWOOD FLITCH & (3) USI' L5TA50 ® EA. END. PROVIDE (2) 2 x 4 .JAGK5 @ EA. END OF HEADER N/ SIMPSON MSTAM56 4 U5P HTTI6 ® BA5E TO MASONRY MALL BELON. (REFER TO DETAILS L/56 (2) 2 x 8 5PF #2 (O-; EQUAL) HEADER vV 1/2" 22 PLYWOOD FLITCH a (3) U5P L5TA30 © EA. END. ALT PROVIDE (2) 5`(P #2 ,JAGK5 4 (3) 5YP#2 STUDS EA. I."ND OF HEADER W (3) SIMF50N M5TAM36 TO MASONRY NALL BELOW. INSTALLED M51FAM36 @ EVERY OTHER 5 NDS, REFER -TO f1DEFAIL LI -156? F<_)R ADDL. INFO. (2) 2 x 12 .5YP 42 HEADER W 1/2" PLYWOOD 23 FLITCH 4 (2) U5i' 15TA30 @ EA.. END. PROVIDE (1) 2 x 4 JACK @ EA. END OF HEADER W/ (2) 51MP5ON M5TAM36 © BASE TO MASONRY WALL BELON. (REFER TO DETAIL LL -15(b FOR ADPL. I NFO,) (2) 2 x 12 5YP #2 HEADER W 1/2" PLYWOOD 24 FLITGN �t (2) U5P 15TA30 @ EA. END. PROVIDE (1) 2 x 4 JACK @ EA. END OF HEADER H/ (2) USP L5TA50 4 BA5E TO FRAME BELOW. 25 (2) 2 x 12 5YP #2 HEADER W/ 1/2" PLYWOOD FLITCH � (2) USP L5TA30 © EA. END. PROVIDE (1) 2 x 4 .JACK,9 EA. END OF HEADER W/ (2) USP L5TA50 BASETO FRAME BELOW � (2) 51MP50N M5TAM36 BASE TO MASONRY WALL BELON. (REFER TO DETAIL LL -1136) FOR ADDL. INFO.) (3) 2. x 4 5YP2 COLUMN N/ (2) USP L5TA30 26 BASE -To FRAME BELOW. (2) 2 x 12 5YP #2 HEADER N/ 1/2" PLYWOOD 2"! FLITCH T (3) USP LSTA30 @ EA. END. PROVIDE (2) 2 x 4 JACK @ EA. END OF HEADER W/ (3) USP L5TA30 BA5E TO FRAME BELOW. (2) 17 6 SPF#2 (OR EQUAL) HEADER H/ 1/2" 23 PLYWOOD FLITCH $ (2) U5P L51 -A30 @ EA. END. PROVIDE (1) 2 x 4 JACK @ EA. END OF HEADER W/ (2) SIMPSON M5TAM36 @ BASE TO MASONRY WALL BELOW. (REFER TO DETAIL LL -66 FOR (2) 2 X 6 5PF#2 (OR EQUAL) HEADER .N/ 1/2" 2`1 PL:YNOOD FLITCH 1 (2) U5P 1-5-FA50 © EA. END. r rROVIDE (1) 2 x 4 JACK @ EA. END OF HEADER N1 (2) U5P L5TA3o @ BASE 'To FRAME BELON. 0 0 1 1 C>1 0-1-2 /it 1 IN 0 ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 t. 813,645,9698 w,rnv.danccoerlgirleering.corN 0 CD D, Lu z� off, m " v M 0000 c �oL-LjCP U) co Z mum LL1 w 3 l: CD 0 U ca V) D_ O < I 0w LU I r-- w CD Q It Q U CV TO THE BEST OF [FIE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION 8301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=t0.1B) WIND LONE IHIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE It IS SIGNED AND SEALED, SIGNED AND SEALED FOR IHC-SIRUCIURAL PURIIUN OF THIS DRAWING ONLY. 2011 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CURPORMION. 201 I•THESE DRAWINGS AND DESIGNS ARE THC JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND IHE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01-12-09 _ 1.00 2007 FBC UPDATE 07-17-09 2'00 2009 SUPPLEMENT; ARCH. UPDATES 09-03-09 3.00 ARCH REVISIONS FOR OPTION PLAN 10 14-09 3.01 ELECTRICAL OPTION 11 AN RFVISION 06.23.10 4'00 SALES OFFICE 2007 FBG ')()()9 5UPPI FMFNT riPrJATF 10.01.10 4.01 MODIFIED FILLED CELLS EE 4.02 ELEVATION UPDATES VERSION NO, 4.02 / 11.05.10 CA 25948 [] SAMUEL A. GREENBERG, P.E. #34245 17-119 fHUY H. HUYNH, P.E. ##60122 IRWIN J. BENSON, P.E. #49758 [] MIKE RICHMOND, P.E. �+ \.) ' • /' fid. I�GIN EER°SE*`y R• AO • • �Ia'O •ywI..T �..'�,�h •pv .y, .l .131. ter•, �"j'�,T� �. , Vit. a TITLE ROOF FRAMING PLAN ELEVATION C SHEET INFORMATION: JOB NO.: 310088 DATE ISSUED: 0202.11 DRAWN BY: xx REVIEWED BY: xx S c 0 0 1 1 C>1 0-1-2 /it SPED I F I GATI (_)i\IS I. I. GONSTRUGTION AGI 316-o5 BUILDING CODE REQUIREI,IENT5 FOR STRUIGTURAL CONCRETE 1. 1.2. AGI 530-05, A5CE 5/T-15 402-05 4 AGI 530.1-05, ASCE h/fl-15 602-05 MODULES OF SPECIFICATIONS FOR MA50NRY 5TRUGTURE5. I. I. 3. A5TIA G270--04, G416 -02, AND Gqo-01 5PEGIFIGATION5 FOR MA50HR r 5TR1JGTURE5 I. L 4. NATIONAL DE516N 5PEGIFIGATION5 (NDS) FOR HOOP GON5TRUGTI0N, 2005 EDITION, AND ALL DESIGN (E) AGGOMPANYI116 SUPPLEMENTS. FLORIDA RESIDENTIAL GODE (FRG), FLORIDA BUILDING CODE (FBG), 2007 EDITION, G -I -P COHGRETE (NORMAL WEIGHT) (INGLUDING 200q SUPPLEMENT) I. I. 6. "MANUAL OF STEEL GON5TRUCTION, ALLOWABLE 5TRE55 DE51G1`T", BY THE Ai-IERIGAN 5,000 Psi INSTITUTE OF STEEL GOH5TRUGTION, (AISG) qTH EDITION. G -I -P GROUT --- "DESIGN 5PEGIFIGATION FOR LIGHT METAL PLATE GOHNEGTED WOOD TRUSSES BY THE- HETRU55 3,122 K51 TRUSSPLATE INSTITUTE TPI 1-02. 1.2. DESIGN : I. 2. i. rr AGI 318-05 BUILDING GORE P.EQUIREMENTS FOR STBUGTURAT1�F.L G�ETF I. 2. 2. AGI 530-05, ASCE 5/TMS 402-05 d AGI 530.1-05, ASGE 6/TN15 602-05 SPECIFICATIONS FOR MASONRY STRUCTiJRES. q . 5. GONC.RETE MA50NRY : ASTM G2"10-04 G476-02, AMP Guo -01 SPEGIFIGATIOH5 FOR MASOi R -r, 5TRUGTURE5 I. 2. 4. NATIONAL DF -510H SPECIFICATIONS (1,05) FOR 1^I00P GONSTTRUGTION, 2005 EDITIOH, AND ALL LOAD BEARING GONGRETE MA50NR1' BLOGK SHALL BE ASTM GqO-OI, TYPE II ACCOMPANYING SUPPLEMENTS. I. 2. 5. PLYWOOD DESIGN SPEGIFIGATION5 (APA) ALL GELL5 € GAVITIr5 BELOW GRADE HILL BE FILLED H/ CONCRETE IN ALL FLORIDA RESIDENTIAL. CODE (FRG), FLORIDA BUILDING CODE (FBG), 200-7 EDITION, 5 FEM HALLS. (INGLUDING 200q 5UPPLEMENT) 1.5. SHOP DiRAWINGS I. 3. 1. THERE SHALL NOT BE ANT' DEVIATIONS FROM THE5E DESIGN PLANS BY OTHER5 METHOD OF CONCRETE MASONRY PLACEMENT AND GON5TRUGTION SHALL BE DURING -THE PREPARATION OF SHOP DR.AVIIN05 HITHOIJT HRITTEN APPROVAL FROM CONDUG-FEU IN AGGORDANGE HITH -THE SPEGIFIGATI01\15 As, STATED. THE ENGINEER OF RECORD. MORTAR SHALL BE TYPE "5" FOR ALL MASONRY GONSTRUGTION. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO MASONRY ROUGH OPENING MAY VAR( IN THE GRO55 SECTION DIMENSION OR ELEVATION THE GOMMENGEMENT OF CONSTRUCTION. DIME.,1510N SPECIFIED ON THE APPROVEP PLANS FROM -1/4" TO 1-1/2" PER SEGTIOH 8606.13 ALL ROOF AND FLOOR TRU55 SHOP DRAHING5 ARE TO BE .SIGNED AND SEALED BY A LUMBER FLA. i11E0. PE. AND SHALL INCLUDE : DRAHIN05 AND CALCULATIONS, REAGTIONS AND -INTEi-'_IOR LOAD BEARING HALL5 SPF, fb = 6-75 PSI, E = 1200 Ksi BEARING POINTS, BRAGINr3 REGUIREMENT5, AND GOHNEGTION5 TO ALL_ EXTERIOR F-R.AMIN6 5PF, fb = 615 F51, E = 1200 Ksi 5UPPORTING TRU55 MEMBERS. 2. DES 1 C I\1 1 -ORDS 2. I. DEAD LOADS STUD QUALITT" OR BETTER 2. I. I. UNIT WEIGFIT OF SOIL, GOMPAGTED 120 PGF 2. I. 2. UNIT HEIG FF OF REINFORCED CONCRETE 150 PGF 2. I. 3. UNIT VIE1GHT OF 8" G.M.U. BLOCK : 55 PSF 2. L 4. 15T FLOOR 5UPERIMPOSED LOAD : 20 P5F 2. h 5. UNIT WEIGHT OF 2x4 PARTITION HALL5: II F5F 2. 1. 6. UNIT HE16H-T OF 2x0 BEARING WALLS 12 P5F 2. I. 7. BALCONIES B DEGKS : 15 P5F 2. I. b. TILE ROOF r4, 4, 6. TOP CHORD 15 PSF BOTTOM GHORD 10 PSF 2. I. q. 5HIN6jLE ROOF 'LOP CHORD T PSF BOTTOM GHORP 10 P5F 2. 1. 10. FLOOR TRU55E5 15 2.2. LIVE LOADS : 2. 2. 1. 50EWALK AND ORIVEHAY LOAD : 250 P5F 2. 2. 2. GARASE LOADS : 40 PSF 2. 2. 3. PARTITIONED ROOM5 : 40 PSF 2. 2. 4. BALCONY AND DEGK5 : 60 P517 2. 2. 5. 5TAI8WA`(= � AND LANDINGS : 40 PSF 2. 2. 6. 4. 4. 11. 2. 2. -1. FLOOR TRU55 SHALL BE TREATED IN THE FIELD IN AGGORDANGE WITH AHPA M 4 TOP CHORD MINIMUM 40 P5F 2. 2. D. ROOF TP.US5 TOP CHORD MINIMUM 20 P5F BOTTOM CHORD (H/0 STORAGE) 10 P5F (NON-GONGU� ..RENT) 2 5. RAILING LOADS 2. 5. I. 5TEM'5 ARE TO BE ESIONED TO WITHSTAND A ALL RAILING AND GUARD PAIL 5YD SOUARE METAL TUBING : ASTM A500-036, 67RADE E3 Fy = 46Ksi CONCENTRATED LOAD OF 200 POUNDS APPLIED AT AN POINT AND IN ANY f 10H STRENOTH BOLTS A5Tr,l A525-ci4 DIREGTION ON THE IRAILINr. 2. 3. 2. ALL RAILING AND GUARP RAIL 5Y5TEI-I'5 ARE TO BE DESIGNED TO WITH5TAND A SHEET METAL AGGE55ORIES SHALL GOHFOPH TO : Fy = 33K51HITH �3'TO HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A 51MULTANEOU5 LOAD rAL`•/AHIZED GOATING Ihl ACCORDANCE Y'iiTl+ A5TN1 A525-61. OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 5. 3. GUARPR.AIL 5Y5TEM SHALL BE DESIGNED TO WITHSTAND 2001b GONGENTIPATEE) FULL OV15 : 8d = 0.131", IOd = O.I Jb" 12d = 0.14b", 16d = 0.102" HORIZONTAL LOAD APPLIED ON 1 50. FT. Ar ANY POINT IN THE 5Y 5TEM. 2. 3. 4. 23.1., 2.3.2 4 2.3.3. ARE NOT REQUIRED -TO DE APPLIED SIMULTANEOUSLY, BUT EACH APPLICATION ARE TO REGEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER SHALL BE APPLIED TO PRODUCE THE MAXIMUM 5TRF55E5 IN THE MEMBER GOMPONENTS. 2. 4. WIND LOADS : 2. 4. 1. HIND DE51GN TO DE CONDUCTED IN ACCORDANCE HITH SECT. R301 OF THE PRG 2007 EDITION (INCLUDING 200cl SUPPLEMENT), AND CONDUCTED BA5ED OH A 120 4. 5. 6. MPH, 3 SECOND GUST, EXF05URE "G", IMPORTANGE FGTOR "I" = I.O. ENOL 05ED BUILDING 2. 4. 2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 P5F TILE 2. 4. 3. WIND LOAD DETERMINATION BASED ON A5GE -1-05 2.5. DEFLEGTIONS : INITIAL SET OF 'THE GONGRETE, SPAGINE5 AND ALIr> t-1FHT ARE TO BE II,I ACCORDANCE FLOOR TRU55E5 SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS HITH THE DESIGN PLANS, U.N.O. ALTERITA,LE5 TO 'T L OLTS ARE NOTED OH PLANS. AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN NIETI-IOD PLACED AROUNP EMBEDDED REIHFORrGING PRIOR TO OR HHILF PL_AGING GROUT. 4.0. MICRO I. LOAD FACTOR DESIGN 3. 3. 1. 1. THE LOAD FACTOR DE516N METHOD HA5 USED TO DESIGN Fb 2 ci50 P51 CA5T-IN-PLACE CONCRETE 5LAE35 AND FOOTIN65 SERVICE LOAD DE51(11 : 3. 2. 1. 'THE 5ERlIGE LOAD DESIGN METHOD HA5 USED TO DESIGN MASONRY HALLS AND LINTELS 4, 1. STEEL: INTERIOR AND EXTERIOR HOOD FRAMING AND 5HEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, 5HEATHING AND UPLIFT 5.5. LOAD GOM3INATIONS FOR LRFD DESIGNS THE FOLLOWING LOAD GOHBINATION5 HERE DESIGNED FOR TOTAL DL + FLOOR LL + ROOF LL <i. -1. 3. TOTAL DL + FLOOR LL + HL TOTAL DL + HL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE H0R5T LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLAGED ON THAT GOHPONEPIT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE GONSIDERED. 3. 4. DESIGN ASSUMPTIO1`115 : 3. 4. i. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND HALLS UNLE55 THIGKNE55, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. SHOHH OTHEIR1,I5E IN THE DE516N PLANS. 4. 1''iATEP.IAL5 4. 1. RE I NFORG I NG STEEL 4. 1. 1. REINFORGINC, STEEL SHALL BE A5TM A615 -04A GRADE 40, f'y = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOHS: 45 BAR 25", #4 BAR 20", #3 BAR 15". 4. L 3. ALL 0IMENSIOH5 PERTAINING -TO THE LOCATION OF REINFORGIh10 ARE TO THE CENTERLINE OF EACH BAR EXCEPT HHERE THE COVER DIMENSION 15 SHOWN TO THE FACE OF THE CONGRETE. 4. I. 4. REINFORGII,IG DETAIL DIriENSION5 ARE OUT TO OUT OF BARS. 4, I. 5. REINFORGING MECHANICAL GOUPLER5 ARE 'r0 DEVELOP 125 % OF THE REOUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. L 6. DESIGN COVER REQUIREMENTS G -I -P GONGRETE FORMED AGAIN5T EARTH 3" G -I -P GONGRETE EXP05ED TO EXTEi-?IOR : 2" G -I -P GONGRETE NOT EXPOSED lie" GROUT FILLED MASONRY 34" 4. I. -1. HELPED WIRE FABRIC (WWF): ASTM A185 -0I 4. I. b. DETAIL REINFORCEMENT IN ACCORDANCE HITH AGI 315-LATE5T EDITION. 4.2. GOI\IGR'TE : 4. 2. I. -' GOFIGRETE SHALL CONSIST OF I" MAXIMUM AGORE67ATE GONGBLTL MIX WIl H :JLJJMt' MODULES OF BETWEEN 6" AND -1" AT TIME OF PLAGEMENT. SEE SPEGIFIGATION5 FOR ADDITIONAL II -11H. 28 DA'Y ELASTIGITY CON(. -PE -FE TYPE PE51(37N (f'c) DESIGN (E) HITH SLUMP BETHEEN b" AND 10" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. G -I -P COHGRETE (NORMAL WEIGHT) 2,500 Psi 2,650 Ksi G -I -P GOHGRETE (N(>RNIAL VIE16HT) HERNANDO GO. ONLY 5,000 Psi 3,122 Ks! G -I -P GROUT --- 5,000 P51 3,122 K51 4. 2, 2, GOFIGRETE SHALL CONSIST OF I" MAXIMUM AGORE67ATE GONGBLTL MIX WIl H :JLJJMt' BETWEEN 6" AND -1" AT TIME OF PLAGEMENT. SEE SPEGIFIGATION5 FOR ADDITIONAL CRITERIA. 4. 2. 5• GROUT SHALL GOH515T OF PEA ROGK. (3/8" MAXIMUt-I A(,:-,GF2E6ATE) GONGRETE MIX HITH SLUMP BETHEEN b" AND 10" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2_. 4. CONSTRUGTION JOINTS HILL BE FERMITTED 4. 2. 5. METHOD OF C-ONGRETE FORMIN0, PLAGEt-IENT AND GUF'_ING SHALL BE GONDUGTED Iii! D. ACCORDANCE WIL+THE SPECI. I,ATI ��� As, STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXT( -8108 WALKWAYS d D81\ SWAYS) 3 1/2" MIN. THIGKNE55 H/ MIN. REINFORGEMEiTF OF 6.0 x 6.0 I-V 1.4 x 1.4 HVIF IN TOP OF I -I/2" OF 5LAB. FIBER MESH PER DE -516N MIX MAY BE U5ED I.L.O. WWF C GONTRAG"FORS D15GRETION. 4. 2. -1. CONCRETE PLACEMENT PRAGTIGES SHALL BE INI AGGORDANGE H/ ALL AGI- HGP 2004 5TAINDARDS. q . 5. GONC.RETE MA50NRY : 4. 3. I. FILLED GELL5 H/ (1) TT5 BAR 5HAL-L BE LOCATED PER PLAN.. 4. 3. 2. LOAD BEARING GONGRETE MA50NR1' BLOGK SHALL BE ASTM GqO-OI, TYPE II NON-1-1015TURE CONTROLLED. 4. 3. 3. ALL GELL5 € GAVITIr5 BELOW GRADE HILL BE FILLED H/ CONCRETE IN ALL 5 FEM HALLS. 4. 3. 4. c - c -LHS ,4rGf-LEGATE 5LRENGTFI OFTHE BLOCK AND MORTAR SHALL BE F rn - I,�00 PSI LII I NI MUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND GON5TRUGTION SHALL BE CONDUG-FEU IN AGGORDANGE HITH -THE SPEGIFIGATI01\15 As, STATED. 4. 5. 6. MORTAR SHALL BE TYPE "5" FOR ALL MASONRY GONSTRUGTION. MASONRY ROUGH OPENING MAY VAR( IN THE GRO55 SECTION DIMENSION OR ELEVATION DIME.,1510N SPECIFIED ON THE APPROVEP PLANS FROM -1/4" TO 1-1/2" PER SEGTIOH 8606.13 4.4. STRUCTURAL LUMBER 1,1 -INTEi-'_IOR LOAD BEARING HALL5 SPF, fb = 6-75 PSI, E = 1200 Ksi ALL_ EXTERIOR F-R.AMIN6 5PF, fb = 615 F51, E = 1200 Ksi d.:4. 1.2. ALL FRAME HALL5TO BE CONSTRUCTED U51NG SPF, STUD QUALITT" OR BETTER 4. 4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLIGATION5 SHALL BE APA RATED 5HEATHING EXP I U.H.O. 4. 4. 5. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR HALL5 5HALI_ BE APA RATED SHEATHING EXP I U.N.O. 4. 4. 4. IF 05x'3 BOARD I5 'TO BE USED IN PLACE OF PLYWOOD 15 'r0 HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4, 4. 5, ONLY 5TRUGTUP_AL LUMBER TO 13E USED FOR AN EXTERIOR APPLICATION. HOOD IN GONTACT HITH CONCRETE 15 TO RECEIVE A STANDARD GP -ADE PRF55URE TREATING. r4, 4, 6. +^THEN PRE ENGINEERED TRU55E5 ARE GALLED FOR ON THE PLANS THE MANUFAGTUPER 15 TO SUBMIT SHOP DRAWIN55 TO THE ENGINEER OF RECORD. 4. 4. -1, DE51r�N, FABRICATE AND EREGT HOOP TRU55E5 IN AGGORDANGE HITH THE "DE516;N 5PEGIFICKHOH FOR LIGHT METAL PLATE GOHNEGTED HOOD TRU55E5" BY -THE AN51%TPI 1-02, 8(51 I - 05 4. 4. b. UNTREATED HOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT HOODEN TOP PLATES. 4. 4. q. ALL EXTERIOR FRAME HALL5 SHALL BE STUGGO FINISH- STUCCO FINISH PER ASTM G. ci26, APPLY 5 LAYERS I-V TOTAL THIGKNE55 7/6" OVER METAL LATH. FIRST 2 LAYERS 5/8" THICK EACH. 3RD LAYER I/8" THIGK 4. 4. 10. INSTALLATION OF EXTERIOR 1_AT'HIN6 f FRAMING SHALL GOMPLT` TO ASTM G 1063 PER FLORIDA FIE5IPENTIAL CODE- 8703.6.2 4. 4. 11. FIELD GUT ENDS, NOTCHES AND DRILL ED HOLES OF PRESERVATIVELY TREATED HOOD SHALL BE TREATED IN THE FIELD IN AGGORDANGE WITH AHPA M 4 4. 5. FASTENERS AND TIE DOI\INS: 4, 5, 1• FASrFENER5 AND TIE DOHH5 SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES, ANGLE5, CHANNELS : ASTM A36/36NI 04 Fy = 36 K51 ROUND METAL PIPE : ASTM A53-02, GRADE B Fy = 55 Ksi SOUARE METAL TUBING : ASTM A500-036, 67RADE E3 Fy = 46Ksi f 10H STRENOTH BOLTS A5Tr,l A525-ci4 MACHINE BOLTS : GA,LVANIZED A5TM A307-0=5 4. 5. 2. SHEET METAL AGGE55ORIES SHALL GOHFOPH TO : Fy = 33K51HITH �3'TO rAL`•/AHIZED GOATING Ihl ACCORDANCE Y'iiTl+ A5TN1 A525-61. 4. 5. 3. NAILS SHALL CONSIST OF : GOHHOF1 HIRE NAIL5 HITH MINIT-11UM DIAME=TER As, FULL OV15 : 8d = 0.131", IOd = O.I Jb" 12d = 0.14b", 16d = 0.102" `f• 5. 4. ALL FASTENERS AND TIE DOHNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO REGEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. ALL FA51-ENER5 AND -TIE DOWNS ARE 'TO PROVIDE THE UPLIFT GAPAGITY GALL ED FOR IN THE PLANS ARE A MINIMUM: 4. 5. 6. ALL- FASTENER TIE DOHN5, 15EAM HANOER5, - 1015T H,A- Nr E1 AND FLOOR TRUSS STRAF'P11,10 ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND 5PEGIFIGATION5. 4. 5. 7. CONCRETE EMPEDDED '.1' DOLTS USED FOR UPLiFT ARE TO DE HET SET PRIOR TO INITIAL SET OF 'THE GONGRETE, SPAGINE5 AND ALIr> t-1FHT ARE TO BE II,I ACCORDANCE HITH THE DESIGN PLANS, U.N.O. ALTERITA,LE5 TO 'T L OLTS ARE NOTED OH PLANS. 4. 5. 6. CONCRETE EMBEDDED TIE DOI415 USED FOR TRUSS AND HALL UPLIFT ARE TO BE PLACED AROUNP EMBEDDED REIHFORrGING PRIOR TO OR HHILF PL_AGING GROUT. 4.0. MICRO -LAM LUMBER: 4. 6. 1. h-11GP-.0-L/ NI STRESS GRADE`✓ SHALL PROVIDE THE FOLLOHING MINIMUM PROPERTIES: E = 2,000,000 P51 Fb 2 ci50 P51 Ft I,b5O PSI Fc = 500 PSI (PERI>ENDIGULAR) Fc = 2300 (PARALLEL) 4, 1. STEEL: Fv = 285 P51 INSTALLATION OF ALL STEEL TO BE PERFORMED 15 A N EXPERIENCED, CIUALIFIED STEEL ERECTOR. 4. -i. 2.. FABRICATE AND ERE: T ALL STRUCTURAL STEEL IN AGGORDANGE WITH A.1.5.G. "5PEGIFIGATION FOR THE PE: 1G�I, FABRICATION, AND ERECTION OF 5TRUGTURAL STEEL_ FOR BUILDIN65". <i. -1. 3. STRUCTURAL STEEL: A5Tt"i A36/36M 04. STEEL TUT311115: A_i TM A500-036, GRADE B. 4. "i. 5. HEL DEP CONNECTIONS: E-1OXX ELEGTRODE5, MINIMUM 51ZE FILLET HELDS 3/16", At -15 GERTIFIED HELPERS. GERTIFIGATIOH PAPERS 1-0 BE SUBMITTED UPON REGUES'T. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE HED STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THiGKNE55 EQUAL TO BEAM FLANGE THIGKNE55, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7, THE STEEL FRAME 15 "NON -SELF 5UPPORTIHG". ADEG'UATE TEMPORARY SUPPORT SHALL BE PROVIDED I3'r THE GOHTRAGTOR UNTIL REQUIRED CONNECTIONS OR ELEMENT5 ARE IH PLACE. SUILI)Wi DATA WIND SPEED 120 MPH WIND IMPORTANCE FACTOR -- (11.0 = 1.0 WIND EXPOSURE -- 'C' (FRC 8301) INTERNAL PRESSURE COEFFICIENT= V- 0.15 ENCLOSED BLDG) DE51GN WIND PRE55URE: (GOMPON) r1T AND CLADDING) WORST CASE NO 5F - END ZONE) END ZONE IS ONLY WITI-11N 5'-0" OF ALL EXTERIOR E3UILDING CORNERS WINDOWS AND DOORS 120 MPH i 3ro.3 P5F / 40.o PSF (END) UNLESS NOTED ON FLOOR PLANS * 36.3 PSF/ -39.3 PSF (Il\l'rEpim UNLESS NOTED ON FLOOR PLANS GARAGE DOORS (V = 12.0 MPH) 7 r�r- + - 2 - / �I. .Jr li.G 5F P r- - P' 51N �L.E 9x1 DOUBLE 16x`1 +26.4 PSF / -29.4 P5F 4. B. SOIL: 4. 8. I. THE FOOTING 15 DESIGNED BASE ON 2000PSF SOIL BEARING PRESSURE. GONTI=,AGTOR/OWNER SHALL VERIFY SOIL P>EARIIIG PRESSURE OF THE PROPOSED SITE. 4. 8. 2. ALL SOIL 15 TO BE GLEAM 4 POISONED FOR TERMITE5 PER FDG 200-7, RESIDENTIAL SEGTION5 R320.1, R520.2, R5205, 3 R-104. TERMITE PROTECT., ON - PLANS MUST SPEGIF''r TYPE OF-I-ERM_ITE TREATMENT 0 Soil Gherniccll Barrier Method V Other treutrnent - Niu5t specify proposed rnethod and submit documentation, Ilhich substantiates the proposed method, Is on approved termite protection systern or, method. IF CHEMIGAL SOIL TERMITE TIRC-AT�/IENT IS USED_ I. FBG 105.11- "A permonent sign vlhich Id.ntlfl.S the terrnite treutrnent provider and need For re -inspection cord treutrnent contract renoviol 5ha11 be provided. -The sign shall be posted near the dater heater or electric ponel" 2. Gondenscate and roof down5poute shall dischlarge c1t least 1'-0" a1 -lay from the building side w0115. 3. Irrlc{{ation/5prin{aer systems including all risers cirld spray heads Shull not ba in5tulled within 1'-0" of the-builr-ling side wall. 4. FBG R-104- To provide For Inspection for L.rrnite tnFe5tatlon, betvioen Mall covering and Final earth crude shall not be less than 6 Inches. Exception: Faint or decorative c.mentitiov5 Finish less than 5/U' thick adhered directly to the Foundatlon wall. 5. R320.1.1 If soil treutrnent Is used For subterronaan termite ppreventlon, the initial ,hornicol Soil treatment inside the Founclatlon perirneter Shall be done c ter all excavation, backFilling rind r corr;bucI� Lion � complete. 6. R320.1.2 IF loll treutrnent 15 used For subterranean termite prevention, soil urea disturbed after initial chemical soil treutrnent 5'null be retreated lith a chemical soil treutrnent, including spaces boxed or Formed. -I. R320.1.5 If soil treatment 15 used For subterrclnaan termite prevention, Spcice in concrete floors boxed out or formed for Lhe 5vb5Foquent installation of plumbin trope,, drains or any other pvrpose c P 1 shall be creclted bl using plastic or, rneial p.r'rnunen.11 placed "Porrna of sufficfer t del• t to any planned soil cillurbunce after Initial chernical soil�reatrnent. b. R320.1.4 IF soil treatment IF, used for svbterroneon termite prevention, chemiGully treated soil shall be protected ;-rith o rninirnum 6 mil vapor retor'der to protect ugoin5t roinFall dilution. If rainfall occurs before vapor retarder placement, retreatrnent is regvIred. Any I-rork, includin plucernent of reinforclnc Steel, done after cnernicai treutrnent until the concrete Floor is, poured, 5Iall be done In Such manner us, to avoid penetrating or disturbing treated soil. ci. 8520.1.5 IF soil treatment Is, used For subterroneon terrnite prevention, concrete overpour or mortar accurnviclLed along the exterior' Foundation perimeter shall be removed prior to exterior chernicol soil treutrnent, to enhance vertical penetration of the chernicals. 10. R320.1.6 If soil treatment I5 v5ed For subterronean termite pr.vention, chemical soil trecitrnents shall also be applied under all exterior concrete or, r_1rclde within I foot (305 rnm) of the primary Structure 51der,1a115. Also, o vertlGal chernlccll bawler 5hall'be c1p plied prornptiuu clFter construction 15 completed, Mr.ludinqq Initial lond5capin�q and Irrigation/s>rinkler insialiotion. Any sail disturbed after the chemical verticciT border 15 opplied shall be promptly retreated. 11. R320.1:1 If a regist.red I:errr6Licide Formulated and r.gistered u5 u bolt 5y5tern i5 v5ed for. Subterranean termite prevention, Sections R320.I.Ithrougn F_>fO.L6 do not uppll.{; hovlever, o. Signed contract u55vring�the Installation, rnaintenance and monitoring of the baiting sy5iem For o rninirnurn of 5 sirs Frorn the Issue of the Certificate of Occupancy shall be pprovided to the building oFFiclal prior �o the pouring of the slob, and the systern must be in5toiled prier to Final building approval. 12. FBG R320.1 - All buildings are rectuired to have pre -construction treutrnent. 13. 1020.1 Termite Protection. "Termite protection shall be provided by regl5tered ter -miticides, including soil c1 lled estiolde5 ball+nq s sterns and e5ticldes a Iled to r -rood, or other opproved rnethocS of termte protection labeled For use o5 a preventatfveptreatment to new construction. See Section 202., Registered terrniticido. Upon completion or the application of the termite protective treatment, a GertiFicaie of Gornpliance shall be issued to the bu(Icling deprirLrnent bl the licensed pest control corn c1nL that contains the following 5toternent: "The building has received o cornplete treutrnent For the pre ientfon of subterranean Lerrnites. Treatment 15 in accordance with rules, and IarI5 e5tubll5hed by the Florida Department of Agriculture rind Consumer Services.' 14. R320.2 penetration. protective sleeves eround pipin penetrating concrete slab -on -grade Floors Shall not be of cellulose-contointng rnateriul5. IF soil recltment is used For 5ubterronoon termite protection, the sleeve shall have a moximurn wall t1hickne55 of 0.010 inch. and be Sealed within the 5lub using o non -corrosive c1cimpinq device to ellminatethe annular 5pucbetween etween the pipe and the Sleeve. no terrnicide5 shall be oppried inside the sleeve. 15. 8:520.3 Gleaning. Cells and cavities In rn000nrq units and alr gciprU be-tvleen brick, stone or rnosonry veneers anti the Structure Shull be cleaned of all nonpreserv(:itive treated or nonnoturally durable wood, or other cellulose-contolning rnotericll prior to concrete ploc.rnent. 4. b 5. SOIL 15 TO BE COMPACTED TO c+5% MODIFIED PROCTOR. As, DEFINED BY A5TI.1 D 155-1-00 NOTE: BORATE APPLIED TO ALL FRAME MEMBERS HITHIN 2411 A.F.F. 1) METHOD OF TREATMENT SHALL DE APPROVED v( 'THE GOVERHIFdG JoF:I5PiGTIUN "LIQUID BORATE OP. BOR -A -GOR" PRODUCT METHOP5 MUST BE DETERMINED AT PERMIT STAGE . 2) PRESSURE "TREATED LUMBER THAT HAS BEEN GUT OR DR ILLED 'rNAT EXP05E9 UNTREATED PORTIONS OF HOOD ARE REGtUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. NOTE: IT IS THE GONTRAGTORS RESPONSIBILITY TO REVIEW ALL DRAI11\105 BEFORE GONSTRUG-I ION DL=GINS. DANSGO EN51 NEERI NG, LLG I s, RESPONSIBLE FOR THE 5TF_1UGTURAL INTEGRITY OF THIS PROJEGT ONLY. ANY DISGREPANG'i BETI-IEEN FIELD CONDITIONS, OTHER DESIGN PROFESS I ONALS' SHOP DI RAk II NG5, GONT AGTORS' BUILDING, METHODS, AND THESE 51 GNED AND SEALED DiRAW I NG5 I` -UST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, ING. PRIOR TO THE GOi-IIAENGENIENT OF GONSTI�.UGTION. TT AENTIONG : GHEMIGAL GHANE!J IN PRESSURE TLE Hr_)OD ATED 5 I /'� I As, OF DEGEMBEF, 3i5T, 2003, GHROMATED COPPER ARSENATE (GGA -C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OP, GENERAL CONSUMER USE. SEVERAL NEEM PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN GREATER TO REPLACE GCA -C. MANY OF THE NEIN PR.ESSUIRE TREATED WOODS USE CHI=MI GAL5 THAT ARE GORR051 VE TO STEEL. IT 15 THE CONTRACTOR.` S RE511ON5I B I L I TI' TO VERI F -r THE T -t PE OF WOOD TREATMENT AND TO SELECT APPROPRIATE C.ONNEGTORS THAT RESIST GORRO510N. FOR EXAMPLE, AGO -C, ACCO -D, CBA -A, OR GA -E3 R.EOUIRE HO -r -DIPPED OALVANIZE-D OP'. STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (5BX) DOES NOT. REOU I RED SAFETY GLAZ I NO IN HI AZARDOUS LOCATIONS (FRIE : FRG 8303.4) 83085 HUMAN IMPACT LOADS. INDIVIDUAL GLAZEP AREAS INGLUDING 0LA55 MIRRORS IH HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R30bA SHALL PA55 THE TEST REOUIREMEHTS OF GPSG 16 GFR, PART 1201 CRITERIA FOR' GATEOOR'( I OR GATEGOiRY II As, INDICATED IN 'TABLE R308 EXCEPTIONS: I. POLISHED HIRED 5LA,55 FOR USE It,! FIRE DOOR:> AND OTHER FIRE RESISTANT LOGATIONS SHALL G01 1PAifY WITH ANSI Zd7.l 2. LOUVERED HINDOW5 AND .JALOU51E5 SHALL COMPANY WITH SEGTION R50b.2 RiOe .A HAZARDOUS LOCATIONS. -THE FOLLOWING 5-F_L BE CONSIDEREP 5aEGIPIG -FLRDUU� LOCATIONS FORTHE PURPOSE E OF GLAZINrr: GLAZING IN 5WINGINr_i DOORS EXCEPT JALOUSIES 2. GLAZING IN FIXED AND SLIDING PAHEL5 OF 5LIDI1,16i DOOR ASSEMBLIES AND PANELS IN SLIDING AND aIFOLD GLOESET DOOR ASSEMBLIES. 3. GLAZII,IG IN STORM DOOR5. 4. 6LA7-IN(5 IN ALL UNFRAMEF) SWINGING DOORS. 5. GLAZING IN DOORS AND eIGLO5URE5 FOR HOT TUBS, WHIRLPOOL5, SAUNAS, STEAM ROOMS, BATHTUB5, AND 51-I0HERS. GLAZING IN ANY PART OF A BUILDING HALL ENCLOSING THESE COMPARTMENTS HHEPE- THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INGHE5 (15241,i1-1) MEASURED YET=�'.'TIGALL'( ABOVE AN'( 5"TANDIFIG OF. WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERA15LE PANEL ADJACENT TO A DOOR WHERE THE HEARE51- VERTIGAL EDGE 15 HITHIN A 21I,-INGH(6IOI-IM) ARG OF THE DOOR IN A CLOSED POSITION AND HH05E Boo-rOM EDGE 15 LE55 THAN 60 INGHE5 (1524MM) ABOVE l HE FLOOR OR WALKING SURFACE. `i. G-LAZII40 IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOGATIO1,15 DE5GRIBED IN. ITEMS 5 AND 6 ABOVE, 'THAT" MEETS ALL OF THE FOLL_01,111I0 CONDITIONS: -1.I EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN cl SOUARE FEET (0.836 M2). 1.2 BOTTOM EDGE LE55 THAN I& INCt-h_5 (45-7 MM) ABOVE THE FLOOR. `i.5 TOP EDGE GREATER THAN 36 INCHES N14 Mi -1) ABOVE -THE FLOOR. "1 Ai ONE OR MORE WALKING SURFACES HITHIN 36 INCHES (cii4 Mt -1) HORIZONTALLY OF -THE GLAZING. b. ALL GLAZING IN RAILINGS RC-:GAiRDLE55 OF AN AREA OR FIEIGHT ABOVE HALKING SURFACE, INGLUOED ARE! ;JRIJGTUR.AL BAL_U5TER PANELS AND NONSTRUGTURAL IN FILL -PANELS. q. GLAZING IN WALL5 AND FENGE5, EN6L051NG INDOOR AND OUTDOOR SHIMT,IING POOLS, HOT ,TUBS AND SPAS HHERE THE BOTTOM EDGE OF THE GLAZINO IS LE55 THAN 60 INGHE5 (1524 MI -1) ABOVE A HALKING SURFACE AND HITHIN 6n INCHES (1524 t•iM ) HOFI ZONTALLr OF THE HATER'5 EDGE. TF115 51IALL APPLY TO 51NGL.E GLAZING AND ALL PANE5 IN t-11ULTIPLE GLAZING. 10. (.,LAZING ADJACENT TO 5TAIRHAY5, LAr1DIMG5, AND R/I&IF5 HITHIN 56 INGHE5 M14 N1Ni) HORIZONTALLY OF A HALKR,16, SURFACE HIEN THE EXPOSE=D 5URFA6E OF THE GLASS 15 LE55 THAN 60 il'IGHES (1524 NIM) ABOVE THE PLANE OF THE ADJACENT HALKING SURFACE. II. GLAZING ADJACENT TO 5TAIRHA(5 11IITHIN 60 INGHE5 (1524 MNl) HORIZONTALLY OF THE BOTTOM TREAD OF A 5TAIRHAY IN ANY DIREGTlotI HHEN THE EXPOSED SURFACE OF THE GLASS 15 LESS "THAN 60 INGHES (1524 HM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOL -01,11110 PRODUCTS, PIATERIAL5 AND USES ARE EXEMPT FROT4 THE ABOVE HAZARDOUS LOCATIONS: I. OPENINGS IN 0OOR5 THROUGH HHIGH A 3-INGH06 MT -9 SPHERE 15 UNABLE TO PASS. 2. DECORATIVE GLA55 IN ITEMS 1, 6 OR -1. 3. GLAZING IN 5E6TION 8308.4, ITEM 6, HHEN -THERE 15 AN INTERVEi•IING WALL OR OTHER PERMANENT G I R Z R � TW hi THE " P. At`1V THE >_AZI11&. BA r IE E>E Ei� T Ft Doo 4. GLAZING IN 5EGTIoN R 30b.4, ITEM 6, IN HALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE AGGE55 THROUGH THE DOOR 15 TO A CLOSET OR STORAGE AREA 3 FEET (c114 MI -1) OR LESS IN DEPTH. GLAZIN& IN THESE APPLICATIONS SHALL COMPANY HITH SECTION 8308.4, ITEM -1. 5. GLAZING IN SECTION R30b 4, ITEMS -1 AND 10, WHEN A PROTECTIVE BAR 15 INSTALLED ON THESE ACCESSIBLE 51DE(S) OF -THE GLAZINO 36 INGHF-5 ± 2 INCHES (q14 ± MM 51 Mi -i) ABOVE -THE FLOOR. THE BAR SHALL BE CAPABLE OF WITH5TANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) HITHOUT GONTAGTING THE GLASS AND BE A MINIMUM OF 1 Y1 INGHE5 (3b Mt -9 IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION 8303.4, ITEM -1, HHEN THE BOTTOM EDGE OF THE (--,LA55 15 25 FEET x1620 MM) OP-. MORE ABOVE GRADE, A ROOF, HAL.KII,10- 5URFAGE5, OR OTHER HORIZONTAL [WITHIN 45 DEOREE5 (03-1 RAD) OF HORIZONTAL.] SURFACE AD-_JA'_ENT TO THE GLA55 EXTERIOR. `T. LOUVERED HINDOH5 AND JALOUSIES COMPLYItIG HITH THE REGUIREMENT5 OF SECTION R30b.2. b. MIRRORS AND OTHER 61-A55 PANELS MOUNTED OR HUNG ON A SURFACETHAT PROVIDES A GON-TINUOU5 SAGKINS 5UPPORT. ci. SAFETY GLAZING IN SECTION R308.4, ITEM5 10 AMID II 15 NOT REQUIRED HHERE: cl.1 THE SIDE OF 1TAIRI-1AY, LANPINS OR RAMP HAS A GUARDRAIL OR HANDRAIL, INGLUDING 11ALU51FER5 OR IN -PILL PANELS, GOr iPL_YING HITH THE PREVISIONS OF 5EGTION 1012 AND 160"1.7 OF 'THE FLORIDA 15UILPIN6 CODE, BUILDINr; AND q.2 THE PLANE OF THE GLA55 15 GREATER THEN ib INGHE5 (45-1 HM) FROM THE RAILING. GLA55 BLOCK INSTALLATION PERFOR"IED IN ACCORDANCE WITH FrR C / FDC A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW ElILIL51ON TO DRY AT LEAST 2 HOURS 5EFORE PLACING MORTAR. B) ADHERE EXPANSION 5TRIP5 "r0 JAM55 AND MEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL, C) SETT A FULL tIORTAR BED JOINT, APPLIED TO SILL, D) SET LOWER COURSE OF E3LOCK.. MAINTAIN A UNIFORM JOINT WIDTH OF 30PLU5 OR MINUS I/b', ALL MORTAR JOINTS MUST DE FULL AND NOT FURROWED, ALL MORTAR SHALL BE TYPE NS" OR "N° 5TEEI TOOLS MUST NOT BE U5ED TO TAP 15LOCK5 INTO POSITION, (PLACE A RUIJEER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERUJI5E MOVE 5LOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECES5ARY TO USE WFDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEINE °SC,UIEECED° OUT. E) INSTALL_ PANEL REINFORCING IN EVERY OTHER MORTAR 5ED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME 5PACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL. OR CHASE SURROUNDS.) RUN REINFORING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LE55 THAN 6 INCHES WHENEVER IT IS NECE56AR>' TO USE MORE THANONE LENGTH. DO NOT FRIDGE EXPANSION JOINTS WITH iREINFORCWG. INSTALL REINFORCNG AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. COVER PANEL REIN!-ORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW, F) PLACE FULL MORTAR, BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET 5UGCEEDIN6 COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAM55 MUST Rrl1AIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PL A5TIC AND BEFORE FINAL SET. AT THIS TIME (RAKE OUT ,ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS 6LOGK5 AND IUIPE DRi`, TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAL TAKES FINAL. SET. (REMOVE WIEDGE5 FROM LOWER COURSES OF SOLID -BLOCKS AND POINT THE VOIDS WITH MORTAFI) U ,AFTER FINAL M02rA� �lr (APPROX. 24 r1 ,IOJ�;�) ), INSALL P<CKII\,r(_� TIC -TL r BETWEEN EN GL.A55 BIOCK PANEL. AND JA Mid, AND HEAD CONSTRUCTION, LEAVE SPACE FOR 5EALING, J) APPLY 'SEAL ANT EVENLY TO THE FULL DEPTH Or RECESSES IN ACCORDANCE, WITH THE !IAM.IFACTUF:EP..'5 ,APPLICATION 'rIANLIAL AND It L51'RUGTIONS, K) A MAXIi-iUM OF �,O 5QUAR:i= FEET (F" GLASS 51 OCK MAY BE INSTALLED IN ANY OPENING. FOP? IUIND SPEEDS UP' TO 110 MPH PER PITT5EiURCx COMING RECOMMENDATIONS FOR INSTALLATION OF 6I -A5 ; BLOCK, , -- EXPAN510N STRIP 20 qa. 1=-ANEL ANGHOR i/4" EXFAN5101\1 Via. r��tii 1i=L EOLT (2 FSR'. F,EINFOR CIN( � ANGNo1R) (E VET'"',"I' EXPANSION STRIP ALANT -K/ G" MIN, LAP 5PL_IGE l.U/ R'EINFORCIN i - :`: ' Ya" MIN. LAP / NOTE: 5EEE C3L,A55 5LO(--K SEALANT IN5TALLATION NOTES. CSL A&5 F3.LO(__,K [DETAi l _ -i(IIO mph FA5TE5T WIND = 130 mph, 3 SEC. GUST, FRC TABLE R301.2.13) x(110 mph FASTEST WIND = 130 mph, 3 SEC. C•TUST. FBC TABLE 1606.1.6.0 DA NSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com LL9 --�-w• z L _. 0 F- � U w Z z < 0 r 0 '`..+ Z D_ TO rHE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2OU9 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT WIND ZONE IRIS DRAWING AND DBSIGN IS VALID FOR 12 MONTHS An ER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWINGONLY. 2011 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201 I -THESE DRAWINGS AND DLSIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORILED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02-03-09 LW 2W7 HBC UPDAIES & REVISED DETAILS C/S3, CC/S3 & K/S3 FOR WALL OFF w 2" FROM slw 10-2(}09 1.01 REVISED.UETAIL K/S3 08.31.10 1.02 Gr40 S1 EEL 10.19.1U 1.03 UPDArEDErn1LK/S4 VERSION NO. 1.03 /10.19.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. ff60122 o IRWIN J. BENSON, P.E. #49758 MIKE RICHMOND, ` 4'� 101 " � '` � 7MEET'TITLE: STRUCTURAL NOTES SKEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH Iq CD I 1-0 110 I C7 LPl w Z CD OU')� kJ0 C) Q m c D , Lu M � J O LL I Ce L/) ro � CL zu-)E00 LU w Fm Z CD 0 w LL9 --�-w• z L _. 0 F- � U w Z z < 0 r 0 '`..+ Z D_ TO rHE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2OU9 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT WIND ZONE IRIS DRAWING AND DBSIGN IS VALID FOR 12 MONTHS An ER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWINGONLY. 2011 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201 I -THESE DRAWINGS AND DLSIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORILED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02-03-09 LW 2W7 HBC UPDAIES & REVISED DETAILS C/S3, CC/S3 & K/S3 FOR WALL OFF w 2" FROM slw 10-2(}09 1.01 REVISED.UETAIL K/S3 08.31.10 1.02 Gr40 S1 EEL 10.19.1U 1.03 UPDArEDErn1LK/S4 VERSION NO. 1.03 /10.19.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. ff60122 o IRWIN J. BENSON, P.E. #49758 MIKE RICHMOND, ` 4'� 101 " � '` � 7MEET'TITLE: STRUCTURAL NOTES SKEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH Iq CD I 1-0 110 I ENGINEEPJNG, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 F. 813.645.9698 www.darlscoerlgirleecirlg.com ii 0 O Ln LL1 Q Q6 m J CD ka �( (n lD d' �0mop �OLJi.°O Q F a00 Z w 1= LU J ~ Z 4 Q VA F_ Lu cr) LU Z O p� J u L.IJ 7— 0/ u Z n 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 SUPPLEMENT), SECTION 8301 FOR 120 MPH, 3SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0. 18) WIND ZONE THIS DRAWING AND DESIGN IS VALIU FOR 12MONIHS AFTER THE DATE IT IS SIGNED AND SCALED. SIGNED AND SEALED FOR 1HC SIRUCIURAL PORTION OF THIS URAWINO ONLY. 2011 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LCNNAR CORPORATION. 201 I•THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORULD USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02.03.09 1.00 2007 H3C UPDATES & REVISED DETAILS C/S3. CC/53 & K/S3 FOR WALL OFF SET 2" FROM STEP I0 -2"'U 1.01 REVISED DETAIL K/S3 08.31.10 1.02 Gr40S1EEL 10.1.9.10 1.03 U PDAT E DETAIL K154 VERSION NO. . 1.03 /10.19.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49/58 MIKE RICHMOND, P.E. #5910/1 amaanli,ya_v. *af�c r, 1 ?: °• 9y y0 0 47 c§ e 12 yry fR SHEET TITLE: STRUCTURAL NOTES SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: D1 REVIEWED BY: TH (1) LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 4 INSULATION REQUIREMENTS (2) LAYERS UNDERLAYMENT FOR ROOF PITCH G4:12,- - ---- 12 PRE ENGINEERED WOOD TRU55 @ 24" O.C. U.N.O. LO GAT 101\1 i - R -VALUE / TYPE HURRICANE ANCHOR a EACH TRU55 ,(TYP-) \/ARIE5 (SEE UPLIFT 5CHEDJ UJ/ METAL PL. EXT CONC, l�}ALL P_ -4.I HIrH FERT-1 _ UNDER EA. TRU55 ---- - -_T1___ -_ -II/-15 KRAFT FADED EXT F1'�--AN1E 2x.4 � `1015TURE BARRIER INSULATIGjN B,4�}�_-_�_ --� ROOF COVERING EXT FRAME 2 Y, F R -I1- KRAFT FADED TRU55 BOTTOi'1 CHORD OR 2x4 BLOCKING �= 1/16° d.5.5. MIN. SEE ROOF NAIL TNG - 5/0"OR 1%2" HIGH STRENGTH (U.N.O.) U)/ 2-16d TOE NAILS v EACH END 5CHEDULE ON 5HT, 5NI R.- O DLO WN -1 i l (OR %" GYP. TYPE "X" 9 C-TARAC-;F CONDITIONED TI Cil`}ED GE I L I NG '' _ -SEE UPLIFT SCHEDULE FOR UPLIFT l _ ELEV. VARIES (INSTALL BAFFELS A'F EA�rE) U1/A HABITABLE ROOM ABOVE) - ��- CONNECTIONS. Pr's-.OVIDE (l) USP HTIJJ20 WHEN --- (' -- - - 5/8" OR 1/2" HIGH -= 1 -` 6AF?A<5E SEPARAI IOM S.F.F.-- -- TRUSS ALIGNED WITH STUD BELOW C `�-AL_IUMINUM � -I I/R-i:� }-_fi?AFT FADED JDOIJC�L_E - - ---rte STRENGTH CEILING DRIP EDCaE (6-1 5E / LIVIN<a - I/2'OR 1 _ ^^ TOP PLATE I%2 OF. _//8 HIGH SIRE NGTb� --� TRUaa BOTTOM CHORD OR 2x4 5LOCKING BOARD PER CODE' (OR - --- 2'x S.P.F. (OR EQUAL) STUDS 16 O<,. U.1LO. BOARD(U.N.O,) (OR 5/0" GYP. TYPE ' 4 U)/ 2•-16d TOE NAILS a EAG -111 END 5/8" GYP. TYPE "X" ALUMINUM FASCIA 5'xa'xl6" NOMINAL BLOCK WITH USP SPT24 -` `/. " � GARAGE lU/.^-, HABITABLE 'G GARAGE W/A HABITABLE 12" O. -2x SUB FASCIA 3/8' MORTAR BETWEEN COURSES CONNECTOR -,,____--2"x < ROOM ABOVE) ROOM ABOVE) " ^ - _ SEE UPLIFT SCHEDUL..E FOR UPLIFT lU/DRYUJALL SCREWS l" -12 `VENTILATED 1 11 II 11 II 1/2° CDX PLYWOOD OR 1/16 O.S.B. - (U 2OUJ "2x BLOCKING � MiD HG1". FOR WALL S.P.F. DOUOL_E TOP f' ATE--- G_-� I�. , L _ �- - CONNECTIONS, PROVIDE (U III L TUU20 WHEN SOFFIT II II a II SHEATHING READ. FOR ALL - H6r. (6-6', (2) ROWS 2x BLOC'KING a 3rd U5P 5PT24 CONNECTOR----� ^ t r f Or. CEILING 8 O.G. Lw� ----JI---Jl_-= __---JL---------JL___�_____= c " ✓ TFU55 ALIC.-iTNED WIiH 5TUD BELOW -------- EXTERIOR �------ -----------�I---------- -��- E.�TERIOR OR S> -{EAR WALL'-') A� F'TS FOR WALL 1-Ir.�T. > � -G . �/ • WALLS -8"x8'XI6' KNOCK -OUT u u u u u �• - 1/2' GYP. UJ.5. MIN. �� GARAGE SIDE IF u u u u INDIC>< fED ON THE i= LAN. ATTACH g)wE TN15 aNT FOR INSULATION CHART APF'L.IGABLE - �� t G BLOCK UJ/ 1# CUNT, I u II a II II SHEATHING UJ/ 3d COMMON NAILS <� i -2'x 5.f .r. (OR EQJAI_) 5TUD5 D 16' O.C. U.N.O. SEE THIS 5HT FOR- S --JI -,- -- =-_ ---- ' ---------J`---------- - -- /- FILLED SOLID �_ -_ ____-- 4" O.C. BOUNDARIES, o' O.C.'a �` - INSULATION CHART _---- ----- --- ----- -` (1) ROU) 2x BLOCKING a MID HCTT. FOR Ul/GROUT I u 11 II II EDGES, AND 12" O.C. FIELD = -+JSP SF'T2.2 CGN1 IECTOR WALL. HGT'. (V-6'. (2) ROUJ5 2x BLOCKING • -SEE Ti -T115 5HT FOR INSULATION CHART 1x2 P.T. HORIZONTA 3"x4"x16" NOMINAL - i i1 ii ii `r -3/S" MORTAR BETWEEN -- ^ 8" G.M.U. TYPICAL n u II II / SLAB BLOCK 5/3"' x 10" "J" BOLT �- Mrd PTS FOR. WALL I,1GT. , & -6 . " " " ° _ 5/�i N x LO' J' BOL,.T � 24 O,C. U!/ 2 � x NAILER BLOCK UJITH 3/5" _-- _ _.-_-L_--- ----- ---------- �_�----.� 24' O.C, LU/ 2 c3/16" 2x P.T. �OTTOi 1 PLATE U"P aFT22 G'�)NNECTO -�., 3/16" PLATE UJASHER (TYP.) MORTAR, BETWEEN ----- -------_ _ ----- STD. 90°HOOK (SEE DETAIL) u r u II = r-� a -- \. TYPE = "5" MORTAR COURSES GJ r 'r0 i ii r ii ii ii ii PLATE WASHER (T'i f J f 2x F1.T. E30TT OM P'L ATE `_-, -��` 6x6UJI.4xlUl.4 SLOP)^. I u u u / LTo II ELEV. 0'-0" 2' " R I 2'=i 6 x 6 lUL4 x UJ1.4 IALF OR FIBEFP1ESH _ , IUIU� 01`, F6E1<i'IE51, 3 I/2' MIN. �� '. SEE THIS 5HT FOR-__..`__. r '� --- II 11 i I 4 A.F.F. 31/2" MIN. ---- - ----- - -- - - INSULATION CHART r r LTV. -0'-4 1/_ L ----------IL - --- �JL� -^C -- ;-=---' U- y ' -- AR..HITEGTURAL -�� . . I a . z � -- �, _� - -v-° n -v` J FINI5I I AFF. 4 a' v \ ELIE`r, -0'-3 Ill" -�-� - -- = -r'' ' n • I f ���%-� Ix2 PT UJD FURRING 'a 24 O.G. \\ ,� ...q' .. �. , n -� >:, v °�. b \ •\ 1/2'(min.) TO 4 2.x4 COilT- AFF. O�� " ��%�� ��� �'p / \/ ��Z ���� 1/2' GYPSUM WALL50ARD UN.O. v a - (U VERT. IN FILL �. I 1 r / \\CONT CELLS (SEE �] ' CTraRACE UEF'TI-} VA`:(l=5 (2) � CONT. / (2) 15 . i \ FOUNDATION PLAN f ----- --�--- [}_ :._.-�' .4 a. a - ,{It, II- 11 a11' �Y II/ 11_ Ar 11 -_-I ,j-" 1x4' P.T. BASE NAILER - '1 i Cl FOR LOCATIONS) L `:, a -._a--__ --- _- IJ.N.O. MIN. ` �,�\ U:N.O. 111 N. 3 1/4" E3A5EE30ARD T...� F)IC� L E3EZ4RINC--3 lJ�l�L- �i) STEP C r�1. TEF_.,f� A I-= -:,_, �I ��� 'I1',1CK r�� T`i r l� 4'x4° INSPECTION t- - - - SCALE:: 3/4" =1' .-O" - s h1IN. 2500 PSI GONG. SLA (n PORT AT EACH C 4R \G � SLAT 4T 5 T E F :2� WAL-L 'J' FS� ��� �JJ� � Ji=t��,�, �J��I I� (� MIN P51 MAY VARY PER _ FILLED CELL __ MUNICIPALITY. TYPICAL SCALE: 3/4"=i'-0" _ ua SCALE: 3/=1-' -1 -D' \ J CONCRETE 5LAE`3 Ul/ 6X6 /n NOTE:EXTEND UA4XWI.4 WIF OR TB RMESH" DECO FINISH 4" to Cf 6" BELOUJ GRADE 1/2' OR 7/16" 055 MIN. PLYWOOD SHEATHING NAILED UJ/ 8d COMMON NAIL5 a 4" O/C �k3H @ I h O.G. AND 12 O/C FIELD. 2x 5.R .F. 5TUD5 " BOUNDARIES, 6" O/C EDGES, _ \ \/Til _ _ �x STUD SHEAR IUALL REQUIRES 2x BLOCKING a SEAt15. �. 6 MIL VAPOR / - ,� _ LOAD BEAI�.It•!G OR - - _ I /�` T \ r _ (i) ISOI.0 2x 5LOCKING a MID BARRIER i p 1 \\ EX'17=F I<>1� WALL L £�" G.I 1.U. (2) ROW, OF 2x 5LCCKIi 1 ^ p 2x STUDS 16 O/C THIRD POINTS � �' � I HG1. FOR WALL lC�T. s °v'-6 . COMP. SOIL. (COMPACTED-/ TI -115 SHT FOR INSULATION C14ART �`OT : (2) ROUJ5 2x BLOCKING:; 'a 3rd I "x P.T. SPUD ��� ` aEE SECTION G/53 FOR TO 95% MODIFIED / - ^ I ^ - _ PT5 F'OR WALL HGT. > S'-6 / \/\ \ _T SEE TN15 511"i FOR It iSULATION CHART f l/S STUCCO FIN15H PER ASTM C. 926 1 ADDITIONAL INFO�;MATION PROCTOR A5TM D1551) \ \\ ,\\ \ __ _- 5EE C.G153 OR CA J_ L #5 VERT. IN riLLED DELL APPL�f 3 LAYERS UJ/ TOTAL THIGKNE.�S I/2" Gl'P, tUB (P'iINJ � GARAGE 0/53 FOR ANCHOR 1/S" OVER, METAL LATH. FIRST 2 LAYERS CONTINUOUS TO FOOTER BELOW gr0-H00< pETAIL jIN- C LR. It tt " � �< ^ -SIDE IF AR'PLIGABLE. I - 5/c3 x6 J BOLTS " � " d " � . , " 1 , A t -- I � t USP 5PT22 CONNECTOR - (2) 05 REBAR GOVT. ON� BOLT INFO. 1 �, II 5/S � x 10 J BOLT � 24" O/C UJ/ 2 vX 3/3 THICK EACH, 3RD LAYER I/S' ( NICK. � >~�,0. E3L0�1K � " BOLT @ 24 O<. VEl<T 5/S � EXPANSION BOLT 924 Or. 3" CHAIRS TYP. U.N.O. i I' -41I -SVD. 90"HOOK \ OR 5/�" x 6" EPDXf 3/16 PLATT UJAS�IER TYPICAL USP 5PT22 EA. STUD 2x P.T. rLATE- " r (SEE DETAIL) LU/ 1 EMBEDMENT 1111N. SHEAR BOLT MIN. 2500 P51 CONCRETE -2X P.T. PLATE `` 5P^CE ANC -H012 BOI _RS\ 3500 MIN. TENSION 26000 U5P 5PT22 lYP• 20" MIN, LAP �5 REINFORGIN6 F 6" MAX FROM END Or 1 I TYFICAL WALL SECTION � -\ 1 SLAB uJ/ 6 x 6 � - r- -- \ c u1 I 6x(oWI.4xWI.4 ,I -->x P.T. PLATE WJIA x UJI.4 -�� WEEP 5CRE_D -_r- �������' BAR Q 2" x PLATE \ WWF OR FI5ERJ'1ESH �r SCALE: 3/4" = 1'-O" l 01IF OR IBERME5H INSTALLED PER MANUF. I, 1 ASSt,IMED _ #3 OR 44 REINFORGIN6 BAR l°o r°INISNED GrRADE = _ - MONO OR STEMWALL = __ _� _ - _ ._ - _� FIN151-I �1RADE'� - - - 77 �// p �� n _ Tt, / v v 27" MITI. L A,P i IL -�/ FOO MONO SHOWN p n _ _ \ \ FOR 'LARIT'( _� ' �-- �� MIL VAPOR BARRIER -#5 REINFORGINO BAR R I yil8 \ s o // > _P 5- l Ick (2) � CONT. FOR BEARING MALL ,/ / \ v �. -_ -- ON 3" CHAIRS \ \ OMP, x011.. (COMPACTED T \/ �� 36" MIN. LAi ����%% (TY"P.J ��1 II_4" c3" /-BLOGK WALL BEYOND W/ UPLIFT ONLY \ �- J-- f--� �� �� / 95io MODIFIED PROCTOR A5TM / // / / \\ - _ L - j -' '--#6 REINFORGIN6 BAR '�5 5TD. 900 HOG< PAVERS- Imo° O.H.D. REGESS �r \ /\ /\ / =- � �� AF SPLICE � TYPICAL INTER..IC�F "R/AlE WALL TO C--,,M.�...1. l�„1>�1:._L CONNECTiCDN � � T"`t �(Cy�� �XTE�I<�� �=r��1`I-- WALL FOOTING l � � ��� ���T�,IL� �/ � �E,�rr�iN�� 1�41�I l�/ 11�1�1�� '1-.- r- SCALE: J/4' I' --1J _ r• u i - It .- .--._.......�.L t ,...r._�_-.._.....oa.-®�_.. - - SEE T (P. MALL -5EGTION FOR ��� / 7EE Tl"R'. IUALL SrvGTION FOR )GALE. 3/4 = I O r SCALE: T 1. T.S. r a .o ADDITIONAL. SL INFORMATION. \`.__Y/ SGAL =: 3/4'=1'-�" _-rrr-r ADDITIONAL SLAB INFORMATION. _ "�+ -II IIIIIIIIIIi uI��F OP LA 4 I -III -i I I- I_ ` _ GRAPE SEE A/53 OR-� -I II t II I Tri II It t I I= III- III----\.� �I/56 AOR 3".MIN. CLEARANCE REI NF. INFO. I' 8" (2 STORY) r11N. C AC > JJ _. _- 1/211 G..(P. BD. - tet= - EDGE TY`P. VIAL SEGTION FOR 5GALE: N.T.5. � 1, P.T. 2x r rF)I(._. L T1 ' IC� '.r'��ED 5LA- E EDGE L ADDITIONAL INFORMATION, FI01_D G. P. BD. -- -�- - - f U RCUJ 2x BL.OGKING a MID /'- / 1/2" FROM SLAB SCALE: 74,777,� HGT. FOR WALL HITT. s S'-6% P/�� c - S. (2) ROWS 2x BLOCKING a 3rd 01-01: _-1 CONI . BEAD �CALr1} �'4 PTS FOR WALL HGT. > 8'-6". -_ BLOCK WALL BEYOND INTEI?IOP c s - 2x 5TUD5 ©24 O.G.o G U.N.O.u N o K� EXPANSION JOINT _ ° 3/211 6 V,4RIE5 I%2" G"Yf'. UJB (t11N.)GAP4GE 510 13" , u - - -� G� RA(5C- CL HASOPJRY WALL_ AND MASONRY HALL AND IF APPLICABLE. r S.H.D. RECE55 PAD FOOTING - '- 3/4" REGE55 FOR o x 6 WIA x WI.4 PAD TOOTING HHF= OR FIBCPMESH 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCOI,,I5 v 24" GONGRETE NAILS W 1 1/4 1/2" GYPSUM WALLBOARD U.N.U. " MASONRY NA LL--�-__ EXTEND FILL GELLS r.D. (U.N.O.) - 11 hl/ DR'fl^lALL SGRE'ri5 8"O <. _ rr� . O/C.' � � 6" MAX FROM END OF 2 x ;� - _ ENIL3EDMEI rr ©I� O.G.c r0 FOUNDATION FLS (2) #5' CONT. ON 3" PLAT _ �_ - - - -- n - - r. �� UJL4 x UJI.4 _ 5TF"GGERED, FROM PO -r -RUM \ r� ``--5EE TH15 SHEET FOR IN51JLATION CHART � ``' � T @ CHAIR5 (Ti P.J T� `' %� ;. �T� N PLF.TE "R0 GO (,-RETE DONT. F00T111G STEEL NIAT REINFORGIN6. ILUF OR r15._Rz'�ME5H // / / , ' / �- 2 OINT. R. BEAD SEALANT / / .. cn MIN. SHEAR 1,50# MIN. � T .. " \411 TENSION 120+0 CONCRETE SLAB- \\ �/ _ _E i x 6 WIA x VII.4 \. \/. - <r - -�.IF OR FIBER.NESH - lt1 cry I !u q) W �I /\ . L� u-1 D�/ \ z \ \ \ \ \ \ SEE A/53 / , /i - - 6 MIL VAPOR-��\�/\\ \ \ \\j\\j\�i, \i,�i v --/�, �:'�' ��/'4=- \�\ \ `�\\ \ //\// i % OR J/Sd 3" MIN. GL ✓ARANGE BARRIER \/\\ \\ \\ \\ G SEE A1�3 FOR 4° , l'-4" �,t - //�. // \ �\ f\ �\\� \/ / / / / / / \ OOT1N(5 _, \////, REINF. INFO. ° TI FOR RE INF. 11-4" N 5T RYJ A\\\ \ \/\� � , I ON � ) 8 I b INFO. P.,D REINFORGEM]=NT BEYOND U 1' 5" (2 5T' Rl'J �3" MIN. CLEARANCE SEE TYP. I^IALL SECTION FOR TYPICAL INT�I�fEfIP`1� 4° (SEE 5GHEDULE) r=00TINC WIDTH ADDITIONAL. SLAi3 INFORMATION. _� A F '� 5EE SCi I :RULE WALLW/OUT UPL-I1 r ���, � ` ��.���� �c��� �Ln�� F�� ��c��_jINTERIOR WALL._ 5L_A STEP NON FRc�_ F -1- 5L45 5TEF 4 FECESS � S.G.D. / i��1 �/ E �. _. - r - FOR - / FkTI r,'OLU IN FTG. DET ,41L TION FOR SCALE; 3/4"=1'-D°' O � 5EE T f P. WALL SECTION FOR SCALE- N.T.S. S,� SEC RiF-'. I�ll�LL SECTION FOR .,GALE.:>/4°=I'-0" � �--_------� . �u ._ �E- T'fP. WALL 5>=G � (� �`I 5GALE: 3/4"=II-OII ADDITIONAL INFc>RMATION. ADDI RIONAL SLAB INFORMATION. \�� LL 5EGTION FOR SGrhl E: N."f.5. �� D ADDITIONAL SLAB INFORMATION. / -_ -- `/ SEE T'r P. W �� ADDITIONAL INFORMATION. I ENGiN�ERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoerigiriecring.com a 0 0 Lt) a U)uQ cn d�o, o I C' a- ¢m�rT � 0 � 0 co CL co w LtF- z 0 0 Zo L1J Z O Lr Z < O In u Z n :D V) i TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WIi-1 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0. 18) WIND ZONE ]HIS DRAWING AND DESIGN IS VADD rOR 12MONIIIS AFTER ITTEDATE ITIS SIGNED ANDSCALED SIGNED AND SCAT LD 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. 201 I -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAU1NORILED USE IS PROHIBIIED. REVISION: DATE DESCRIPTION 02-03-09 1.00 2W/ HSC UPDATES & REVISED DErA C/S3. CC/S3 & K/S3 FOR WALL OFFSET2 FROM STEP IU -20-09 1.01 REVISEDDETAIL K/33 08.31.10 1.02 GMQSTEEL 10.19.10 1.03 UPDATE UETAtI K/S4 VERSION NO. 1.03 / 10,19.10 CA 25948 [i SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 ❑ IRWIN J. BENSON, P.E. #49758 ❑ MIID, Of * r s 6012 �No. SHEET TITLE: SECTIONS, DETAILS, & NOTES (MONO) SHEET INFORMATION; JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH S3__ 0 O 1 I's r__1 . � /// r c " (l) LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 4 5/&" T '/d �' 1 �l3 a (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12. VENT OR 2111) FLOOR - - f - - �l - - - - - - - - - -- __-. ---- 12 --PRE-ENGINEERED WOOD TRU55E5 @ 24" O/C El r (TYP-) aEE ELEV. -UPLIFT CONNECTOR (SEE 5GHEQULE) I/2" MINIMUM CEMENT FINISH TYPICAL GM.U. WALL VL RTICAL_JAM SOLID AREAS ARE -1 -❑ ❑ SO.ID A„r_A5 ARE \ 5/&"DIA. x &" J -DOLTS AT 6-3/4", 41-3/4', -11", AND 96-3/3' ABOVE STEEL ANp CzROUr (�l� 5T) EL ANp GrROU'r =� ,_ DOUBLE 2"x4° 5.PR TOP PLATE GARAGE rl o0i ALL J -BOLTS UJiLL BE Irl FILLED c LL5 (2,000 ❑ ❑ - 5TANDARD 3" DIA. TEE 3/4' FURRING STRIPS _ K INTERIOR- SAW CUT TO ID 1/2" = SAUJ CUT TU 10 I/2" - FULL ax£5x16 BLOCK \. ���� STUCCO E P51 MIN. CONCRETE). ANCHOR5 MAY BE C.OUNTr R5UNK (BLIT NOT ❑ ❑ _ l/o TUC ,O FINISH PER ASTM G. THREADED 3' DIA. EXTENSION \ G ry WALL ❑ — - 926 APPLY 3 LAYERS Ul/ 'COTAL \ -1/2' r 7'P5 411 )=SOF?p r2�CU1r�=D) TC_, I�ROVID� A FL 15,E MOUNTING .U�rACE. , f SCREW OFF CAP (31' UJ/ DRYWALL SCREW5 HORIZONTAL JAM55 DO NOT TRANSFER LOAD. f II �.___ _-' l --� - THICKNESS i/&" OVER METAL DIA.) FOUR CLIHAN-C UT 0" �C. OR 4d �- I ISI {-DOOR OPENING, -�-a[W-POOR OPENING-- I I� DOOR OPENING-- ~�.._ /� LATH. FIRST 2 LAYERS 3/a' THICK r11r1. ExTENSION Frzorl EXTERIOR pR�'LUALL NAILS EACH, 3RD LAYER 1/8' THICK. --I,J,AI L J z FAGS OF BLOCK WALL 15 I I/2"�. :°J �- 'l _� CRICKET MAXIMUM EXTEP1510N FROM , � EXTERIOR _ ❑ - �� � -r_ _ EXTERIOR FAGS= OF BLOGK VOLL 4 ..� - v DOOR STOP WALL ❑ 1 �U5P 5FT24 EA. STUD -- '= =. RO.UrRED 15 2 I/4" °' �� 4 MOLDING ❑ - /- DOOR E ❑ Fol - _ /1 1/2' EXTERIOR GRADE ------"" \ TO DRAIN _ -- - - - - - - - -- - - - -- 'THi AT? li 1G rA5TENE'D TO l 15T COARSE 2ND GOARSI= 3RD COARSE TRUS°E5 WITH ad COf'lf ION WIRE - 2x6P.T. I MASON TO LAY BLOCK AS SHOWN ,ABOV3=. EVERY COARSE MUST BE BONDED TO THE NAIL 5 /,,),4' O/C k3 /C. FIELD ��" � `�'_ - raLO ,�;INCz (T' P.) _ COARSE BELOW. EVERT' THIRD (3RD) COARSE THE 11° DOOR JAMB WALL 15 TO BE O/C EDGE -5 � �" O/C FIELD � - WOVEN INTO THE MAIN FRONT 1 O REAR WALL AS SHOWN. CLEAN-OUT 2X4 PT 5TUD5 � 1%a" WALL _ 1 -I-EH- 56ALE: (2) 2x4 FT STUDS UNDER HIP N.T.S. 1$� / w �... � � �N "T" LAYOUT � CAFRIER/GIRDER TRU5.S ; DOOR TRACK UI/MOU�TTI�lG.� ANGLE ���❑;� _ � USP 14TA20 � EA. STUD MOTE: REFER TO GARAGTE DOOR PRODR PRODUCT APPROVAL SHEETS FOR DOOR TO WINDOW PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER. - f'iAW SPAN - _�_ MOISTURE BARRIER------ - _ ROOF TRI.155 5k4EET5 FOR INSTALLATION INFORMATION [31' --- -- - MANUFACTURER.' - UPLIFT CONNECTOR 'TYPICAL GARAGE DOOR BUCK Ka'Xa"X16' K.O. SLOCK W/ 1 115 ------- — ' — (SEE SCHEDULE) ,r ­ r F', I c.41- s E c T I o N =r i 4F;" u (I``� � 1 �! _ _ _____-- - _ __ __ SCALE: CG:N r. AND FILLED W1 G POUT = sZ�1 r.5 VERT. IN CONC. FILLED CELL-- =- lU/ STC). 'JGO HOOK IN KO, BLUGK (U LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 3 ALT, KNEEW/—\L L ALSO\/I M46ON" .r WALL L� -AILr(E (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12. ._..._._.._._ SCALE; N C 5, G� 12 -PRE-)=NGINE]=REP 1000P 1'RU55E5 a 24" O/C TRUSS BOTTOM CHORD OR N_ KNOCK -OUT NOTCI-1 LINTEL J)HEFE rREOUIRED- 2x4 E3LOCKING lJ)/ 2-IF�d TO] =<.. `(TYP) 5EE ELEV, BL OGK U,1/ CI) FOR CONCRETE PLACEMENT r n UPLIFT CONNECTOR (SEE SCHEDULE) NAILS EACH I EN.. _ DOUE31-E 2x4 5PF. 02 TOP PLATE 2x 5.P.F. 5TUD5 a 16" O.C. CRICKET AS REQUIRED r%- 1 U5P 6PT24 a EA. 5TUD - 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRU53E5 WITH ad COMMON f3LOCKING P .) WIFE NAIL 5 o 4° o/c BOUNDARIES 6" O/C EDGES 4 &" O/C FIELD 2x 10r' _ PLATE I \ 2'x BUILT-UP COLUMN ILL �., �-\ TOP SPLICE t- 2 ROWS 10d @ 3" O.C. 14 (NAILS TOTAL 2x TOP PLATE ( ) U / 1a -10d NAIL 2-I6d NAILS v 24'O.C-. OR - - 2r. C I.IPPLES IGa" O.C•. `�I// ° E62UAL TO TRU55 BOTTOM - r CHORD OR BLOCKING \ I 5/0'DIA. X 12' EPDXIED ATR A.`` �'� • UJ/ MIN, 8" EMBEDMENT 2x 5L OGKINC-s v EACH END W/ 10d !�(, Tod @ 8" 0/C --� 2x STUD v 24' 4' OC. FROM EACH HEADER �/ ��' _ jmAX 5/&' W1 5/0' WA, UJ/ O.C, MAX, - o 1 �r�i1 1i `� a 2.I n PROVIDE PAF. NAIL 5 OR FACE To 5LOCKING /OF.I� I/ MIN, EMBED 2050 2x P.T. PLATE - EQUAL a 12' O.C. --(2) 2x HEADER ^ STAGGERED FROM BOT, PER PLAN SEE A/53 FOR - ` `.- •` 9 11 , UPLIFT= 3543* (5YP 2) PLATE TO CONCRETE RdINF. INFO. _ \ `: ,T 314&" (5PF) �-- o VARIES 2x BOTTOM PLATE W1 (1) 10d 31' O.C. TO EACH HEADER FACE NOTE: � 1 -�- --BOTTOM SPLICE_ PLATE LENGTHS MIDST BE AT LEAST 8'-0" LONG. TYPICAL OVER .STUD == NOTQS: TYPICAL INTEPfOr� NO ❑PILI. LINTEL AND ALL CELLS A ROV LINTEL.A4' BEAF.IN� W00E) FF.AME WALL � � I�JAIL ,1-4EADE�� IDE-rAII 1 � TOS' FL—ATF-S"F'LIC"E D' T4I1 / I"`f\ � -- USP 5PT22 � EA. 5TUD --- - - NOT=: FOR Bi=Ah1 D1=1�'1'✓-1 >22", I�R:OVIDE ,A 4° x 4'' INSI�BGTION -_�___❑ II _�,- `` �•` 2x P.T. PLATE e IDORr _ ^ E ^ S, uF)r�— krr I IK% oCAL�. N.T.Q. ^ � SEAL E: N.1',.,. �, � EACH VERTICAL RE;75AR 4 DIRECTLY ,ABOVE THE LINTEL. �� SCALE: N.T.S. �4 > 4 --� ROOT TRUS$ r � SCALE: NT5 V F= 2240 LBS 5/a' x 10" "J" BOLTo) 24' O/C MAX VERIFY THAT ALL REINF0RCEr-1EN'r HA,S bJ"EN PLAcED UJ/ a" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ❑ PF:OPEF.LY. ---- -- --M- _ - � _-- - w 3 USP U5P G 0'X&'XI6' K.O. BLOCK W/ 1 055EF BARRIER 5EF FLOOR f -LAN FOFl ADDITIONAL INFORMATION, AND FILLED SOLID lU/GROUT _ rOf=ENING6 LE55 -THAN OP EaUAL TO /6'-0" IN LUIDTH DO NOT 1 $5 VERT. IN GONG, FILLED CELL RE-CZUIRB ,ADDITIONAL 5TEE:L REINFORCEMENT IUNL.iE55 NOTED ON W1 STP. 90° HOOK IN K.O. 5L OCK FLOOR PLAN. KNEE WALL A50VE r1A50NF-1,-r WNL! [DETAIL // F 1 't-T-FICAL FI LEID LINTEL A56ty1�iE3L'T- � C� SCALE': N,T b, � � SCALE: N.T.S. C L HEADER 5UPPORT NO. OF .JACKS e 5TUD5 REQ. AT OPENINGS OPENING SIZE 2' x 4' WALL 2" x 6' WALL STRAPS (U.N.O. ON PLAN) JACK5 EA END _ 5TUD5 EA END JACKS EA END 5-ruDS EA END 1' - 41- (l) (2) (1) (2) -----�-* '---'-----r--•ems-•--;=----��-= a--;�- - (2) (3) (2) - (2) (1) U5P L5TA30 STT- , 90 HOOK LINTEL BEAM W/ (I) 1� CONT. IN OP)=-11NC; , G-rEATER THAN 6'-a" UJIDE• (U.N.O. ON ) PLAN) OFEN INC; FILLED CELL W1 Cl) '!e� VERTICAL__", ERTICAL 5EE FDN, PLAN FOR LOCATION (3) l I (2) (3) (2) U5P LSTA30 f W - - Q 0 Z CL TO THE BEST OF THE ENGINEER'S KNOWLEDGE.AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION 8301 FOR 120 MPH, 3 SEC. OUST, EXPOSURE "C'• ENCLOSED (INTERNAL PRESSURE 2x 10r' _ PLATE I \ 2'x BUILT-UP COLUMN ILL �., �-\ TOP SPLICE t- 2 ROWS 10d @ 3" O.C. 14 (NAILS TOTAL 2x TOP PLATE ( ) U / 1a -10d NAIL 2-I6d NAILS v 24'O.C-. OR - - 2r. C I.IPPLES IGa" O.C•. `�I// ° E62UAL TO TRU55 BOTTOM - r CHORD OR BLOCKING \ I 5/0'DIA. X 12' EPDXIED ATR A.`` �'� • UJ/ MIN, 8" EMBEDMENT 2x 5L OGKINC-s v EACH END W/ 10d !�(, Tod @ 8" 0/C --� 2x STUD v 24' 4' OC. FROM EACH HEADER �/ ��' _ jmAX 5/&' W1 5/0' WA, UJ/ O.C, MAX, - o 1 �r�i1 1i `� a 2.I n PROVIDE PAF. NAIL 5 OR FACE To 5LOCKING /OF.I� I/ MIN, EMBED 2050 2x P.T. PLATE - EQUAL a 12' O.C. --(2) 2x HEADER ^ STAGGERED FROM BOT, PER PLAN SEE A/53 FOR - ` `.- •` 9 11 , UPLIFT= 3543* (5YP 2) PLATE TO CONCRETE RdINF. INFO. _ \ `: ,T 314&" (5PF) �-- o VARIES 2x BOTTOM PLATE W1 (1) 10d 31' O.C. TO EACH HEADER FACE NOTE: � 1 -�- --BOTTOM SPLICE_ PLATE LENGTHS MIDST BE AT LEAST 8'-0" LONG. TYPICAL OVER .STUD == NOTQS: TYPICAL INTEPfOr� NO ❑PILI. LINTEL AND ALL CELLS A ROV LINTEL.A4' BEAF.IN� W00E) FF.AME WALL � � I�JAIL ,1-4EADE�� IDE-rAII 1 � TOS' FL—ATF-S"F'LIC"E D' T4I1 / I"`f\ � -- USP 5PT22 � EA. 5TUD --- - - NOT=: FOR Bi=Ah1 D1=1�'1'✓-1 >22", I�R:OVIDE ,A 4° x 4'' INSI�BGTION -_�___❑ II _�,- `` �•` 2x P.T. PLATE e IDORr _ ^ E ^ S, uF)r�— krr I IK% oCAL�. N.T.Q. ^ � SEAL E: N.1',.,. �, � EACH VERTICAL RE;75AR 4 DIRECTLY ,ABOVE THE LINTEL. �� SCALE: N.T.S. �4 > 4 --� ROOT TRUS$ r � SCALE: NT5 V F= 2240 LBS 5/a' x 10" "J" BOLTo) 24' O/C MAX VERIFY THAT ALL REINF0RCEr-1EN'r HA,S bJ"EN PLAcED UJ/ a" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ❑ PF:OPEF.LY. ---- -- --M- _ - � _-- - w 3 USP U5P G 0'X&'XI6' K.O. BLOCK W/ 1 055EF BARRIER 5EF FLOOR f -LAN FOFl ADDITIONAL INFORMATION, AND FILLED SOLID lU/GROUT _ rOf=ENING6 LE55 -THAN OP EaUAL TO /6'-0" IN LUIDTH DO NOT 1 $5 VERT. IN GONG, FILLED CELL RE-CZUIRB ,ADDITIONAL 5TEE:L REINFORCEMENT IUNL.iE55 NOTED ON W1 STP. 90° HOOK IN K.O. 5L OCK FLOOR PLAN. KNEE WALL A50VE r1A50NF-1,-r WNL! [DETAIL // F 1 't-T-FICAL FI LEID LINTEL A56ty1�iE3L'T- � C� SCALE': N,T b, � � SCALE: N.T.S. C L HEADER 5UPPORT NO. OF .JACKS e 5TUD5 REQ. AT OPENINGS OPENING SIZE 2' x 4' WALL 2" x 6' WALL STRAPS (U.N.O. ON PLAN) JACK5 EA END _ 5TUD5 EA END JACKS EA END 5-ruDS EA END 1' - 41- (l) (2) (1) (2) (1) U5P L5TA30 4' - 9' (2) (3) (2) - (2) (1) U5P L5TA30 V -16' (3) (3) (2) (3) (2) U5P LSTA30 USP 5PT4 .SPT24 USP SPT4 5PT24 USP 6FT4 �v - ----. r--1- �T--ROOF TRUS& ABOVE 2X TOP PLATE 2/. BLOCKING c I OVERLAPPING 2X STUD5 24'0! , (5/0'AO' "J" BOLT -� \\V \ NAIL ED a 24" O.C. MAX. `\�� \ INTO '-' (2) 16d TOE NAIL \�� �� TRANSOI i 10d NAILS ,, 6" `EA. BLOCKING MIN. (2) PER rte'"' FRAI�IINC•T STAGti.ERS:D n TRANSOM FRAMING BOTTOM 1 PL>; rE � 1NIDTH OF OPENING VARIES ORM (ONGRETE 11\1 I:- I TO SECTION X F-. 1. SEE SECTION AA/51 \\-� - CREATE A SOLID BASE FOR BLOCK - CONNECTION: SEE PLAN ` Pl-ATE AND BB/51 FOR \ �2Xa WALL A50V WALL ABOVE. '1/2"X9 1/2" PLYWOOD- -e -- ADDITIONAL DETAILS \\� ENTRY "CRAP MA-rERIAL \- SEE FLOOR PLAN NOTES . �T _ 1 5P 51�T22 - K.O. BLOCK lU/ll FOR REQUIRED tU9P 5PT4 i \\ �- CONNECTION 1.15P SPT;• U5f 5PT4 ., w r�UJj, _ \ � __ 1aOLT5 � 24 D.C. � RECESS. MA,` FILLED c� 2-ROUJo 12d NAILS _ LINTEL _ 5 5/8'X1o" J -DOLTS STAGGERED 12" OlC EACH -- ? -_. 2X P.T. PLATE 2'-r0' O.C. ` FACE`. OR 3-ROW5 12d NAILS - ---- -- , , -1 r a _ FORM i r� RECESS - v "" -- MOUN-TING BASE NOT � FORM CREATE' CONCRETE I�ECE�� TO � � •, . � � r _ ''MASONRY WALL SHOWN FOR CLARITY MOUNTING BASE SHOWN\_ -RECEIVE CARACF DOOR AND TO ALLOW \� STAGGERED -, 12 C/C FOR -_ �— SEE DETAIL BELOW > 11\1 POSITION 2x4 (NOM.)- S / 2"x10" OR GREATER HEADER 2Xa P,T, BOTTOM R ATT FOR WATER SHED. \\ t F -- --.__ ❑ tee_ , 2xll CRIPPLES a--� \ SEAT FOR BLOCK IS 2x6 MOUNTING BASE KEEP STIFFENER BACK FROM SIDES ENOUGH 16 O.C. UJ/ (2) ____LA_ _ POURED IN PLACE CONCRETE / TO ALLOW SPACE FOR FLAT MASONS TOOLS 12d TOENAILS �� _5Vo,xlo, 'J' F30LT � 24" O.G. MAX. --� GARAGE FLOOR SLAB !J /, 8x8x16 C.M.U. T/B LISP l C (MIN. l2) PER BOTTOM PLATE) r TROWEL FIN]"3H 2T \ -USP ,P f4 SEE GENERAL NOTES\ir. C / (TI II IS A RECOP�IENDAIION FOR CONSTRUCTION OF THIS FORM. ANY USP 5PT4- 5i"�T2 � (2) 2x HEADER 5EE PLAN MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END SLOPE FORWARD-_, \� � �`` PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) �� � "— \--INTERIOR HEADER 3 I0d NAIL 5 4" FOR DRAINAGE . / Iod NAILS a - IDd NAILS 6' O.G. ` ..:,.....::-.: GARAGE FLOOR (l) 2x SILL PLATE W/ (2) _ I �1 - - - - �� 5TAGTGERED A Iod NAI r<. _ .< ; t rlrrr � AF'A E F-NT7-,Y TORT' I DEI- � I �_ &" O/C TYP. BOX 12d TO NAI 5, - _ ` - TD_ _ 1ti tr= _ HEADER E P\� \ \ t' 1/ TRANaOfi FRfiMING EXTERIOR ,jrAD>=R� �,�• \ ° BEYOND. SCALE: N,T.B. CRIPPLE 2x- -. ONLY (1) 2x 51LL PLATE UJ/ (2) \ \\ \ NAILED INTO \ CRIPPLE STUD •� � i2d -TOENAILS. OPENING \ TRANSOM GARAGE DOOR- TRACK MOUNTING BRACKET TYPICAL y I �_ r``rrr MOI.INTING3 �,QaE DF -TAIL (UN.O.) LARGER THAN 4 fi (2) 2r. `.\�\ FRAMING PLYWOOD SILL PLATE W1 MP3 + \\ ��`\ HI� ATHING �ll.lrr SG.^,LE: N.T.S. / \ . r TRANSOM FRAf IING \\ PLYWOOD FASTENED TO TRUS5ES ° 1 L GARAGE DOOR ROLLER GARAGE DOOR TRACK CLIPS EACH SIDE 1CI1fr r \ 5�E aECTION AA/51 AND \ I LUITIa &d COMMON WIRE NAI,_v � 4 j� II CONNEC'r10N ASSEN1dL l IFOR,\ _ SEE PLAN FOR F00-TIN0 l - BB/SI ADDITIONAL. \ O/C 1�c7UrdnA ,I C t r Tj�11 i -2x STUDS TYP.\ �D xr DIMENSIONS 11 - / - DETAILS 4 a' OIG FIELDTRAVEL :'c-' )�:.,:`r :{ / / ^ '., TRAVEL DIRECTION OT .t__ -U6P HTT16 TYP, U.N.O. ArAr EN rINIJT IED M4�7ON' f� ) 7 T41L �=� GARAGE DOOR - ` �r �0 SEE N/54 , 9PT22 U5P""-"r'LT"1000D SHEAT 11NCa oA�NG-? \ P.T. BOT. PLATT RECE56 I USP MA50NRY — Al_E: ^ WALL BELOW � 5/a"X10" J -BOLTS w 24' U,C, 1 G _� I ,'�°'�❑� ---�/, LINTEL :�PT4 _ UaP MAX. (I`iIN. (2) PER BOTTOM .�5PT4 HOLD DOWN CONNECTIONS \_Lk.PLATE) , NOT REQUIRED a BEARING r . ' 4 . _ - a - ` A._ i- TEF1r AT=: BOTTOM OF MOUNTING BASE I 4 a. A V POURED CONCRETE BASE FOR `\ WALLS WITHOUT UPLIFT --- � 5/o DIA- ATR EPDXIED TO BE 2" ABOVE FINISHED 2Xa F.T.50TTOM BLOCK WALL. RECESSED , MIN, 6' INTO BOND REAM SPACE FOR GARAGE. DOOR - GARAGE FLOOR. - PLATE AND WATER SHED FORWARD y1/O�LL-iEAQE� DETAIL II 2 �' o.c. - THIS DRAWING. - Q \ > — PRAMING DETAILS A50Vr'z- ENTRY FAR IAL INTr'R10f;�', SLE AT10N ,-. t!3&xI0`'J 5GLT5 w 24' O.C. MAX, "I SCALE: N.T.S. �Z�5G,4L)=: N.T.Q. SCALE: N.T.S. ��� (MIN, (2) PER BOTTOM PLATE) I l uANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 L 813.645.9698 www.danscoengineeang.com a 0 Ln uj 0 H � V � 1 .�m(Da m DO F<0Lco d !n a o zui E Luz CD 0 LII v7 Lu Z A -_O V) I- W ® Z Q 0 Z CL TO THE BEST OF THE ENGINEER'S KNOWLEDGE.AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION 8301 FOR 120 MPH, 3 SEC. OUST, EXPOSURE "C'• ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.18) WIND LONE THIS DRAWING AND DESIGN IS `IAHD FOR 12 MONTHS AFTER THE DATE ITIS SIGNEDANDSEALED. SIGNED AND SCALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP.-IHIS PLAN MAY NUT BE REPRODUCED IN ANY MANNER WITHUUT 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 WE IS PROHIBITED. REVISION: DATE DESCRIPTION 02_03-09 1.00 2007 FBC UPDATES & REVISED DETAILS C./53. CC/53 & K/S3 FOR WALL OFF SET 2" FROM STEP 10-20-09 1.01 REVISED DETAIL K/53 08.31.10 1.02 Gr40STEEL 10.19.10 1.03 UI'DATE DETAIL K/S4 VERSION NO. 1,03 / 10.19.10 CA 25948 ❑ SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 [] MIKE RICHMOND, P.E. #59107 4A 1 '•GENA' �• , �y 4 ` •0 P C z2 " ss Cr W ®� STATE OF4J r R, kgti'ITLE: SECTIONS, DETAILS, & NOTES SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02,03.09 DRAWN BY: DZ REVIEWED BY: TH S4 SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) I6d NAILS ° B SCHEDULE FOR SHEATHING DETAIL \ 2'x4' OUTLOOKER SEE STRUCTURAL NOTES- BACKNAIL W/ (2) I6d NAILS SEE S BAGKNAIL W/ (2) I6d NAILS -\ a 24° O.G. �lnE �TRUGTURAL NOTES- ,--, OP CORD AND NAILING 5GHIEDULE c� 2x4 >.aLUGKfNC; - -- U�F RTI6 vR EQI,JAL a AND NAIL INCE SCHEDULE 2x4 OUTLOOKER a 24" D 4v" o•G. FOR SHEATHING DETAIL EA. OUTLOOKER 2"x4" FOR 5HE'ATHING DETAIL ^ \ �I Ind NAIL. LoGKWG FOR CKER O.C. (OPTIONAL - EEE Y REFER TO SECTION - - -- _ ROWS OF 4' MAX. - - -- - 24 OUTLOO. , BACKNAIL W/ °L ° BC-l44E: -- 45` f r ELEVATIONS) -2x4 UUTLOOKFR gTT,4CNJ UJ\ IA ON SHEET 55.1 SEE 5TRUCTU'2AL BUSSES a _- � -- --_ � d NAILS a ?4 O/C i I• U5P RTI6 OR TOP GOFjD �\ 45°f- 2/,4 CONT'L BRAG I ; USP RTI6 OR EQUAL a I - �2J Io _ 1rDd NAILS o� 4' � FOP, X -BRACING, E TOP CORD B�OCK,IIJG NOTES AND NAILING TOP CORD _L_L O iYPIGAL - AND TOP CHORD DGES OF 2x4 CR055 BRACE -� 1 EQUAL a EA. BLOCKING FOR FI FASTENED W/ l2) IDd FOR FIRST FOUR ROW5 ' _ 24' MAX.. EA. OUTLOOKER 5CHEDULE FOR --- � r3l OCKING FOR � � 3LUCKIN HEATHING APPROX. a' FROM `o° i OUTL OOKER FIRST FOUR ROWS OF \ 3"a 24" O/C, CMID OF TRU55E5 a EDGES I� - G YPIGAL RIDGE FASTENED A7 DHEA"ENING DETAIL UST RTI6 OR FiRST FOUR ROWS GABLE TRUSS UJEB INFORMATION 11 BRACE TO EXTEND TRUSSES a EDGES i � HEIGHT " OF SHEATHING TYPICAL DOUBLE TOP PLATE EQUAL a EA. r ^ E TRU5SE a II u / EACH JOINT W/ (2) IDd I OF SHEATHING TYP. 2X4 KICKER I 2xa 5) P*2 L BRACE TO "\ - 2x4 CR055 BRACE APPROX. 2"x4 CROSS BRACE OUTLOOKER 11,4x. EDGES OF DOZLE BRAN,, DETAIL, s (2)10d TOE NAILS a \ AT LEAST 90i� OF WEB o „ C -_--_, / I LENGTH (SEE TABLE) a -D 0/G. EXTEND a LEAST 90i � APPROX. d FROM I LJ�i- T{GAP�IID W/ l4J- �` / WOOD TRUSSES F USP FROM RIDGE FASTENED AT I ( SHEATHING TYP. d"4Li~: , °, " EA. END I I I I 2x4 GROSS BRACE- t_ ,� OF WEE, LENGTH � \ � HIDC-rE FASTENED AT � 3/Ip xl-3/4 WEDGE 2x6 P.T. C-�ABI..E TRU.,S APER � `-�� I 5PT4 a EA. i=AC�, JOINT lU/ (?J IDd � (2) L' 'BRACE TO EXTEND F OX. a' FROM \ NOTCH a BOTTOM EACH JOINT W/ (2) ( � 41 5 •' RU55 VERT. WEB- I I 5TUD 10d TOE NAILS a EA, END I AT LEAST 90 OF WEB 2x4 "T' BLOCKING - BOLT? # (,) �Ua % 2x4 RAT RUN t SILL RIDGE FA5TENED AT CHORD (SEE TABLE) IDd S (2J IDd TOE T` p ^ ' / PACED a 40 O/C I1>Ax. \, 1/2' CDX PLYWOOD OR 1 1/4" x 1 1/2' 5CREW5 / �, 1 LENGTH (SEE TABLE) 2x4 BLOT';<.IN� BRACING AT 24 I I � I 7/16" OSB SHEATHWG EACH JOINT W/ (2) � I USP RT3A I.UITH 8 -ad 2�6 FRAMED WALL _ SEE NAILS a EA. TND � �.-`'-�._ x4 PANEL BLOCKING a 46" O.C. FOR THE FIRST I I IDd � (2)10d TOE - WALL SECTION FOR SPACING �' GABLE TRU55 a 40" O.C. - I t-- / O.C. ON TOP OF ATTACHED W/ lod [ - , ° �� FROM LEDGER, TP _ -0' OF END WALL FROM EA. END TYP. BOTTOM I NAILS a EA. END -- -- ° I 2x4 PANEL ��LOGI :INCs - I I/2" CPX PLYl000D OR "I " 51RACE 1 J'�d NAIL / BOTT, CHORD I NAILS a 6" O.C. EDCTES } BLOCKING I/2" CDX PLYu OOP OR -i/16" \. " FOR 4 TRUSS ORD ATTACHED W/ (2) 16-d TOENAILS ANp I?` O.G_ FIELD---`-G1"F'SUM WALL BOARD `� r a 8 O/C FOS THE \ \ ( I/I6 056 �HEATHINCx A"TTAGN�� UJ/ ° " I GABLE TRU55 \ �. O58 SHEATHING "ATTA. ATTACHED FIRST l4) ROWS OF -- ` ` ATTACHED W/ 10d NAILS Ibd Nt\(I_5 _l° I -- _ SPANS ATTACHED H K_z; ZIDd�C3 a 3 O/C 2 x`* PANEL BLOCKING a 4a O.C. I OR THE FIRST 1 �I%2" Wl IDd NAILS a 6 O.C. EDGES car � I a " �" F UJ/ 2 -Ibd AT EA. C.D.s PLYWOOD OR \ TRU�a� FROM EA, 6 O.G. EDGES AND 1. O.G. TYPICAL �% --- I %ITNROUGH GI;ORD (4) ROWS OF TRU55E5 FROi`1 EA, END 1'CP, -- AND 12' O.G. FIELD I TRU55 JOINT C 1AEND TYP. TOP # I O.G. FIELD TUS UJBB -`� ~ BOTTOM CURD ATTAGi lrrp W/ (2) I6 -d TOENAILS I -1/I6" 05B SHEATHING -- I - " , INTO 2x6 P.T. PLATE I ATTACHED W/ IDd -(2) Ibd NAILS BOTTOM ATTACHE ''� (2)16d NAI .S x4 TON TOP OF PANEL BLOCKINCx, " D� /- �•- -r ASTEN WITH 10dx3" a 4" O/C l WEEP SCREED 2"x4 LED ,�R (1 1ATGH BOTTOM CHORD I NAILS a 6" O.C. EDGES 2x°i PANEL BLOCKING a 4a" 2x4 BLOCKING W/ (2) 16-d TOENAILS 2x4 "T' ON TO' OF PANEL 5IING _ III,,.II {3RAC-ING 1I411!._ � - '2x4 E�LO XINCz a 24" SLOPE OF ADJACENT SCISSOR TRUSS).C. FOR Tl {E FIRST l4) ROWS �-( - U i3LOCKINC�, FASTEN WITH �" "- - '' '� 5/�" Oi; I/2° H C �' - O/C UJ/ 2 - IG�d INSTALLED PER r IANUF. AND Iz° O.C.oCFIELD I �H 3Tr?-N_-r11 /a" OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED 2'x6' P.T. 51LI �' NOTCH "L" BRAG)" HERE OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL v` --_ - -- IDdx3" a 4° O/C. :�CALt : N.T'.' . `» _ , TOENAILS a EA, END - , CEILING BOA�r� PEG? CODE 5/a° OR Il?." HIEN STRENGTH CEILING BOARD MOISTURE BARRIER DIAPHRAGM- W/ 1 3/a" DRYWALL NAILS o•� �--� ITH ad COOLER NAILS OR I I/4" LONG DRYWALL SCREWS 5/a" x ID" "J" BOLT a 40" O.C.r.-, r TYP. TOP 3 BOTTOM ATTACHED BLOCKING, FASTEN WITH � :OMPL PING WITH ASTM GIDD?. FOR FIRST ?'-D" FROM END WALL WEEP 5CREED W/ (2) I6 -d TOENAILS " PER GORE FASTENED WITH ad GOOLE'. NAILS ( -USP HGA10 a 36° 13LUC�:ING a DRYWALL L 5<_:P~W5 (° O/' �►, MASONRY WALL USP' HTA'20 OR EQ. a 6'-D° O.C. TYPICAL-- � 10dx�" a 4 O/C G 4" O/C TYPICAL USP HTA?D a EA. TRUSS INSTALLED PER MANUF. OR I I/4' LONG [DRYWALL SCREWS COMPLYING 0. C. - ALTERNATF USP LSTAI3 STRAIGHT 5Ti�AP a 4'-D" I 5/a" OR 1/2" NIGH STRENGTH ra" O/ CEILING 41 a" O/C WALLS 2x4 LEDGER (MATCH BOTTOM WITH ASTM CIDD2 FOR FIR a'-0° FROM END DBL. TOP- {� r- U l_L5 ARCHITECTURAL FINISH 5/a"x ID" "J' BOLT a 32" O.C. MINIMUM 6° FROr1 VERT. lU1=B 124° O/C MAX.) - MDIS-CURE BARRIER -STUD WALL �- �` r-G,4B � 1"r�'IJS•� `---� O/C ALIGNED WITH GABLE WEB. A-rTACH TO TRUSS CEILING BOARD PER COPE CHORD SLOPE OF ADJACENT WALL a 4' O/C TYPICAL PLATE m r �` TRUSS VERTICAL PLATE SPLICES W/ 3/16°x2"D PLA1E LUASHER W/'1-10dxl 1/2' ,AND TO MA50NRY LU/ (3) 3/16"x 2 1/4" FA5TENEDWITH 8d COOLER NAILS (5EE TYP. 5E,_.) 1 _ TRUSS) `'�- -- -- ----� --- -- �, � j I NOTE: IF EMBEDDED TAPGONS. _ j �-� I _ OR I I/4" LONG DRYWALL SCREWS USP SPT24 ,a EACH STUD---- �" I� l C I - - �� I �- a'I k r (2) 2"x3' "L° BRACE-i�r. WALL CONN, NN�LC�A D COMPLYINa WITH ASTM C1002 FOR STRAP M155�D VER T1 A_ /�% ' 10 N i �� ! �I FASTENED WITH (3) - WEB± USE 51MP5oN - - - - _J! 2 FIRST 6-D" FROM END WALL a 4° 3� I6d PER EIDE T B \ (NCS I_O(.y.,�Tlr~,.)N 6CALE: N.T.S. 11STAM36 ON OUTSIDE 5GALE: N.T.S. j / OlG TYPICAL SCALE: N.T.S. KCAL i=: N.T. - _` 7 IJ5� ; (,nom r 5EEE TYP. WALL SECTION FOR H SCALE: 3/4' = 1'-0' � -- 51.C- BRAG,�_�� ADDITIONAL INFORMATION, AS P1=T� NIB 91 SC. -ALE. N.T.S. - -.-�� --�--- 20'-0" MAX _ _ 20'-0" MAX _ nT' iT ad a 6"OlC 2 x 4 BLOCK,INr_i W/(2) IDd "X" BRACE SEE DET.CONTWUOIISBOTTOM GNORD BFPA�ING 2 4 WOOD TRU55E5 TOE NAILS a EACH END ' 24" O/C (TYP) - - - %' L 2X4 STICK LUMBER } I2 I � 24" O. C MAX � ` ._ I� IN LINE WITH JACK= ,(2) 16d COMMON NAILS 1 (see detail in eng pack for grade) / Gr 0.126" x J' GUN NAILS (2) 2' x 4' LAMINATIONS 2' n ° ^ _ __ O .U/ (U ROW (3) _ x 4' LAMINATIONS W/ lU ROW (3) ? x � LAMINATIONS W/ (2) ROIU� - - -- -- ---� - BRACING W/(3) IDcI x 3° OF STAGGERED IDd COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF 5TAGGEFFD 30d COMMON WIRE v � EACI { CONN. a 24" O/C -� (D = D.148', L = 3') OR EQUAL CD = 0.201', L = 4 I/2°) OR EQUAL NAILS (D = 0,20-1', L = 4 1/2") OR 115E EIG�IMIO UJ/(4)-3/16'x1-3/4" / •�� r10TEs: EQUAL WEDGE BOTS 1 (4) SID -51/4' - MOIS'TURE BARRIER U ADJAC;FNT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4 -PLY, PROVIDE 1/4' DIA. x 5 1/2' LAG x 1 I/2' S c O z SCl?�1JJ5 OR EQUAL CREIU� -BOND BEAK i SIDES OF THE COLUMN (SPACE A5 5HOLM FOR 3 -PLY) DROPPED FLAT TOPS OF _ ---MASONRY WALL HIPS FOR FRAMING 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5 -PLY, PROVIDE I/4' DIA. x 7°LAG SCREWS OR EQUAL (GIRDER NOT DROPPED) THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 -PLY) - -ARCHITECTURAL FINISH \\ -- L0 Lu F- H O 0 T I O j O, w ¢m"D'r / ¢.p�00 Lill QCL 00 w E WLH u 0 0 X Q Q — <� Z ,.. Lu u1 r <( X /( t'L_.L_ _( �r _ 1 MIN. F- x. NUT=: /TOP 3 BOTTOM CHORD 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REREFER TO NDS SECTION 1�.3 FOR ADDITIONAL INFORMATION 1) SEE TRU55 I` 1ANIJFACTUPEP'5 TRIU55 ENCaINFERINC� PESHEETSFOP,FOP,ADDITIONALADDITIONALRi�fANENT BRACING GABLE =ND BRACING a I6d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE CUT S TN ;i 1 JY Ise :Er�111RpD 4'-D° O:C, MAX. FOR OF B.U.G., SAME NUMBER OF ROWS; SAME SPACING) _ EXT. WALL CONN. NN. /@ NON - LOA[) 2) 'T' 5FAcINCI MAY c3= USED IN PLATE OF PERMANENT FIRST (4) ROW5 OF TRUES TYPICAL NAILING i O R BUILT-UP G OLUMN5 �J='� �I�Ii��Y L�C�,4�I�N �UN�Y�N � I �-�.> BP,AGINC's PRovIpED IT EXTEND5 OVER AT LEAST 90% OF THE UJED. ---- g � D�...� FP.�G?U RED MINIMUM �a -,11AN;z1t\1T TF,1 55 FEF' c_.IN� P1� 4N � SCALE: N.i.s- SEE TYP. WALL SECTION FOR 5CALE: N.T.S. `°'^m L �/ AS PES', BCSI f D3 SCAL=:: N.T r= ADDITIONAL INFORMATION. r I' 2'x4' OUTLOOKER a 24" 12 �/ �` -SCISSOR TRl15S O.C. W/ (2) IDd P!"R JOINT I1HINII�,7�L iI fiC �,�itT�1l�lfi =� \\ CRO5UM 2x _ _- 6.9 MAX. GR05S BRACING USP RT -16 - PRE -ENGINEERED --\OVERLAP Ti --,U5 BRACINQ (SEE PLAN FOR 1 STUD NO (l) 2'x4' (UN.OJ 2 "xb" (U.PJ,OJ — AT L EAS f ,TWO TRU55 SPACES 6 ° OVERLAP \ LOCATIONS) 5FACING "L" BRACE 'L' BRACE °L" BRACE WOOD 'TRU55E5 — 2X4 BRACING a 48" O.C. CONTINUOUS }—-� I _ TO FIXED LOCATION ATTACHED W/ - 24' 0'D" - 3'-D" 3'-0' - 6'-0" 6'-D° i GREATER 2ODd a L TRUSS (NOTE: A \� IDdx3' O/G 1 �' ---� BRACING (2) I6d PER TOENAIL-/ a 6" 01C RUNNF 5G1550F CABLE - (U 2''x,5` 42 5. .F. � VERTICAL - –� - _rte '- i� �AGr� U--til--A1- ANIS --- 1�..-- �- f �-, MAY 13rM PLACED ON DITHER TOP JOINT W/ (2) I6d TYPICAL I RUNNERS j �� OR BOTTOM OF THE BOTTOM CORD) I' NAILS � I 12" IMAX.(2) 2"x?,' FULL I�EI��IT @ DIAr�NRA�M 5LoCKINC� I � — -- CONTINUOUS BOTTOM CORP BRACING 2'x4' MIN. NOTE. IJ "J*° BT�Ar E MUST EXTEND L,1 LEAST 90% O= UJEB ! ENrTN EXCEPT, SC1�5G -MINIMUM l'2) I6d PEf< JOINT MW1MUr'1 2x4 TRUSS BRACING rrY_ LTE'N1T NDN- Dp ABLc UJWiCN l�EG2UiRC5 BRACE TO EXT>=N1D FULL NEICNT of c,48L)=. i QiL GAE3L� �EXQ DJ"_'T>A11 z) °L " BFRACE� To BE =ASTEN✓=p To GABLE STUD WITH Iacix3° NAIr_S � 4" o/c. T RI.IJS ��.��� I�l� ��1�' �l- � r ---- � GD -- �' -- �- it i IC05M*n GIC DROP CEILING FRAMING 5GALE.: N.T.S. SCALE: N.T.S. � - SCALE: N.T.5. � eC1a�0R TRU E W/ DROP NEIL INC-;: 5��7�GING [DETAIL 55 GABLE TRUSS MEAN WALL HLEIGHT IJP To 3.0'-o' -- SCALE: NT5 SEE 5TRUCTUP.AL NOTES FOR WIND SPEED SPECIFICATION \ 55 \. "L' BRACE W/ 10d a 4'O.C. �`-� ` (SEE SCHEDULE FOR SIZE �\ 3 12 AND LOCATION) 6.9 MAX. 6.9 MAX. - - I \ �_ END JACK � - -_ 'L' BRACE W1 IOd a 41 o/c 12 �DouBLE TOP PLATE MAX. (5EE SCHEDULE FOR 51LF 6.9 / AND LOCATION) u ' 1 -ABLE TRU55 t -_-- __ " 2X4 LEDGER l�` to JACK 1 I u - D D -DBL. Tai' PLATE TUBS a 16° O.C. R1 DONT. BEARING cortr. BEARING u5p HGAIO (TYF)-5TUD5 a IE' U.G. USP 6PT24 r = — � L N1� C I i�I�"- l� T 4 I L loll— L Irk —o 1 t11`� c :� 10 i�l - WOOD OD r_P /\ E[) CiABILE END f' E IN DEQ' A Il _ E^CH STUnk!%� _� 5CALE: 3/4'=I -0' --IIP FRAt-�1 INT MEAN WALL HEIGHT UP To 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 5GALE: N.1".5. -- MEAN WALL I��iGHT UP TO 3o' -(D" - SE>= STRUCTURAL NOTES FOR IUIND SPEED SPECIFICATION - MEAN WALL HEIGHT UP To 30'-0' - SEE 5TRUCTURAL 5CALE: N.T.S. NOTES 1=0R WIND SP;rED SPECIFICATION Win. Isco1""A A j1 ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com u V) IBJ Z �O V) F--_ W O EL TO THE BEST OF [HE ENGINEER'S KNOWLEDGE AND BELIEF, THE SFRUC(URAL PLANS AND SPECIFICATIONS COMPLY WITH 2W7 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT= 0.18) WIND LONE THIS DRAWING AND DESIGN IS VALID FOR 12MONTHS AFTER THE DATE IT 15 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 CORPORA➢ON. 201 I-TH'c5E DRAWINGS AND DESIGNS ARC THE JOINT PROPERTY OF DAN5CO ENGINEERING, LLC ANDTHE. CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUMORILED USE 15 PROHIBITED. REVISION: DATE DESCRIPTION 02-03-09 1.00 2007 FBC UPDATES & REVISED DETAILS C/S3. Cc/S3 & K/53 FOR WALL OFF SET 2" FROM STEP 10-20-07 1.01 REVISEDDETAIL 9/53 08.31110 1.02 Gr40 STEEL 10.19.10 1.03 UPDATE DETAIL K/S4 VERSION NO. 1.03 / 10,12. 10 11 CA 25948 SAMUEL A. GREENBERG P.E. #34245 -[HUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ] MIKE RISC MOND, P.€�+.9 07�°,F'y'Fa r No. 6 'I; c� a SMELT TITLE: TRUSS BRACING DETAILS AND NOTES BEET INFORMATION: )B NO.: 290128 NTE ISSUED: 02.03.09 ZAWN BY: DZ :VIEWED BY: TH 2112) /// 0 0 L0 Lu F- H O 0 T I O j O, w ¢m"D'r ��mw ¢.p�00 QCL 00 w E WLH 0 0 u V) IBJ Z �O V) F--_ W O EL TO THE BEST OF [HE ENGINEER'S KNOWLEDGE AND BELIEF, THE SFRUC(URAL PLANS AND SPECIFICATIONS COMPLY WITH 2W7 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT= 0.18) WIND LONE THIS DRAWING AND DESIGN IS VALID FOR 12MONTHS AFTER THE DATE IT 15 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 CORPORA➢ON. 201 I-TH'c5E DRAWINGS AND DESIGNS ARC THE JOINT PROPERTY OF DAN5CO ENGINEERING, LLC ANDTHE. CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUMORILED USE 15 PROHIBITED. REVISION: DATE DESCRIPTION 02-03-09 1.00 2007 FBC UPDATES & REVISED DETAILS C/S3. Cc/S3 & K/53 FOR WALL OFF SET 2" FROM STEP 10-20-07 1.01 REVISEDDETAIL 9/53 08.31110 1.02 Gr40 STEEL 10.19.10 1.03 UPDATE DETAIL K/S4 VERSION NO. 1.03 / 10,12. 10 11 CA 25948 SAMUEL A. GREENBERG P.E. #34245 -[HUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ] MIKE RISC MOND, P.€�+.9 07�°,F'y'Fa r No. 6 'I; c� a SMELT TITLE: TRUSS BRACING DETAILS AND NOTES BEET INFORMATION: )B NO.: 290128 NTE ISSUED: 02.03.09 ZAWN BY: DZ :VIEWED BY: TH 2112) /// NON-5EARINCi EXT, <N7E—E—WAL1f( 4 SCALE: 3/4" = 1'-0' �.I L15P HU54alF CONCEALEC) FLANGE HANGER UJ/ (&) 10d INTO ESEAM 4 (&) 3/Irv" X I 3/4" TAPCONS USP HU540IF (UPLIFT CAP = 1302 1b5) (GRAVITY CAP = 1202 Ib,0 L NTEL5 AT 1HNTF-, DOOR W/TR,,4N50M SCALE: N.T.S. <T. WALL ' O.C. :Ry )ry R .155 REFER TO SECTION I ON SHEET 55,1 FOR X -TRACING, AND TOP CHORD BLOCKING INFORMATION TO I/2' C-4AP BETWEEN PLATE 4 TRU55 sAIO 7).C. FRAME EXT. WALL PT24 'a EVERY STUD MINAL PLYWOOD OR NAILED W/ 8d NAILS a E 0UNDARIES, 6' O.G. 41 12' O.C. FIELD -UDS AT 10'0r-, iUSP URSET WOOD BEAM �NTA20 (SEE FL -AN FOR SIZE) >a � P.O. BOX 3400 Apollo Beach, Florida 33572 TRAN501*1 OPENING; f. 813.645.9698 www.donscoengineering.com 0 (2) 2 X 8 BEAM TRANSOM OPENING I' -4'A -FF - Lu OU� 0 >1 �Y Qk m {(/ � 00 L °G©LL00 zz� CL LJ.a (u U z 0 0 4�- w ci) Lu Z 0 �PRECAST RECE S LINTEL (FILLED) - F'REC,AST RE<ESS 0 0 u Z In '15REa � A _ _--__ DOOR OPENING I— "5 T�EBAR_- DOOR OPI=NING TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCIURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPI -1, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE IIIIS DRAWING AND DESIGN IS VALID FOR 12MONIHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THESIRUGIURAL PORTION USP HU540IF (UPLIFT CAP = 1302 1b5) (GRAVITY CAP = 1202 Ib,0 L NTEL5 AT 1HNTF-, DOOR W/TR,,4N50M SCALE: N.T.S. <T. WALL ' O.C. :Ry )ry R .155 REFER TO SECTION I ON SHEET 55,1 FOR X -TRACING, AND TOP CHORD BLOCKING INFORMATION TO I/2' C-4AP BETWEEN PLATE 4 TRU55 sAIO 7).C. FRAME EXT. WALL PT24 'a EVERY STUD MINAL PLYWOOD OR NAILED W/ 8d NAILS a E 0UNDARIES, 6' O.G. 41 12' O.C. FIELD -UDS AT 10'0r-, iUSP URSET WOOD BEAM �NTA20 (SEE FL -AN FOR SIZE) U5P HTA20 (UPLIFT CAP = 1015 L135) LINTELS AT ENTR'T _== D G)R UJ/TF�,,AN 50NNN SCALE: N.T.S. \ , J FEt< TO 5EC1"ION I ON EET 65,1 FOR BRACING, AND TOP LORD 51-OCKING ORMAT ION SCIS:>OR TRUSS x 4" RAT (RUN BRACING 24" Or-, ON TOP OF )TTOM CHOPP FOR (4) J55 SPANS ATTACHED 2-16c1 a EACH TRUSS INT 4' BLOCKING END NAILED !Fd a 24' O.C. (MAX.) -OCKING (TURNED ILED TO TOP PLATE NAIL5 FRAME EXT. WALL iPT24 @ :Y OTHER STUD )5 AT 10' O.C, �L'"WOOD OR 1/16'058 G W/10d NAILS � 0' O.C-, .1 12' O/C FIELD. �T22 OTHER STUD CREED INSTALLED !NUF. ICK W/ (1) 4 FILLED JII BOLT a �T'AC�C-lERED) x 3/10' ESHER (TYPICAL) ING STRIP It—II IV VIYI\I WYi♦r (DF5IGNED AS CANTILEVER) NC-)N=EDEAF---'INCS; EX -r- {!NP1=-RJ,41_ 1 SCALE: 3/4' = 1'-0" 2xS P.T. BUCK -CONNECT TO BLOCK W/ I/4' x 3 1/4' TAPCCN ( 1 1/41 1-11N, EMBEDMENT INTO BLK,) I X 4 FURRING BLOCK HEADER— – 1/2' DRYWALL –� 1/4' MAX ~liSOLID BLKG. AT TOP BTWN. ARCH BLKG. 4 BUCK--__ -Od NAILS AT -' O.C. AT BUCK 2 x S 45° DIACzONAL— (1;) 10d NAI -15 INTO \\\ -E3RACE( 5) `- 2 x S BRACE/ BL KG. X110" OSB BUILT UP PLWD, BUCK, ARCH' PANEL CUT HOLE IN 0.5.5. FOR- '- SCRIBE (NOTCH) POLY -CELL IN TH15 AREA _ BACK5IDE TO FIT ARCH f� (4) IOd NAZI -5 INTO 2 x S CONNECT W/ 5d NAILS BRACE/ f;LKG, INSTALL IUDW. SCREW ANCHOR --2 x 4 SOLID BLKG. (FULL (WIDTH OF WALL) BTUN. OSB--/ INTO ARCH PLKG, PER ARCH FACES W (4) 10d NAIL5 THFU 058 INTO 2 x INSTALLATION DETAILS PROVIDE TAPCON PER IUDW. INSTALLATION DETAILS OR THRL 1-1/2" THIK, OR MORE BUCK WITHIN 0" MIN. OF START OF ARCH 5LOCK, NEADFF I X 4 FURRY INC 3d NAILS a a' O.C. AT BUCK - PROVIDE 2 x S DIAG. BRACE — BRUIN. VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24' 2 x S VERT. BRACE(S) — BUILT UP PLWD, BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 2 x $ BUCK - CONNECT TO B1-OCK WITH 1/4' x 3 1/4' TAPGON (1 1/4" MIN. EMBEDMENT 1-1/4' MAX INTO F3L K.) SOLID BL.KG. AT TOP BTIJJN. ARC(-'. BLKG. 4 BUCK B-5 2x5VERT, W/(2)104 NAILS AT EA. END LEAVE A CUT OUT IN S.B. ON 4�� THE INSIDE TO ALLOW FOIA INSULATION TO BE INSTALLED 7/10" OSB ARCH PANEL 4 SOLID BLKG. (FULL WIDTH OF _LS) c3TUR 050 ARCH FACES W/ (4) EQUAL 1 NAI1_5 THRU 058 INTO 2 x 8 ID E T,/4 I L SCALE: 2 x 4 CROSS BRACE AT SEE NOTES FOF; ROOF DI,AF'NRA1`1 NAILING SPECIFICATIONI5 RIDGE FASTENED AT EACH ')x4 OUTLUOKER �l4' JOINT W/ (2) 10d x 3' USP RTIO OR EQUAL EA. OUTLOOKER 7.71 0 4) i TGA ORD BLOCKING FOR FIRST FOUR P\OW5 OF TR US5 = QED 3E5 OF SHEATHING( TYPICAL TOENAIL W/ l2) IOd NAILS I 24" MAX 2 x 4 'T' ON TOC' OF PANEL FLOCKING, FASTEN WITH IOd x 3° 9 4' O/C -�---1/2' COX PLYWOOD OR -_r.- -r--=4:4 I �/10" OSB SHEATHING ° s LGAF5LE T"(ACHED W/ l�Od �dAILS LJ ° 0" O.G. EDGES AND 12' /'-- _ j-�� ,C, FIELD CEILING RIDGE —/ ''_� _ TRU` 5 2 x 4 PANEL BLOCKING 1�) 43" O.C. r" L" BPAr;E TO EXTEND AT ATTACHED W/ (2)16(J TOENAILS _ r' .~ % LEAST 'JO% OF' B LENGTH INTO BOTTOM CHORD. INTERIOR ' + - _ % - 2x6 P.T. 51L L (;,EF TABLE Oi l S�IEET S5) HIP /ACCT- 0:12 SLOPE _. ,_` - �,' CENTER AND 3:12 SLOPE SLIDES. 5/8' OR I/2" CEILING, DENSE GYF5UP1 WALL BOARD FASTENED WITH 8d ` �` ' �, 10d x 3' 3" OlG COOLER NAILS OR 1 1/4' LONG DR -I WALL SCREWS COMPL PING WITH � - TNROI IGI1 CHORD INTO ASTM 01002 FOR FIRST S'-0" FROM END WALL N 4" 0/C TYPICAL '�;. JJ 2" x 6" P.T. PLATE PLACE SHEATHING 5/5' x 10" BOLT ,o 24" O.C. MINIMUM 0" FRIM PLATE— FLUSH !U/ MASONRY, SPLIGES W/ 3/10" x 2' DIA. PLATE WASHE':R WEEP ;CNEED `tl INSTALLED PER 'MANIUR 1 C-F,4E3LE END DETAIL AT NIF VAULT N -T -S. V1 `N ll�E (24" o.cRUSS 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 x8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4' MIN. OF BRACE TART OF ARC 4' MAX, RAD. 5E C'r I OT`�1 F -i8 EQUAL_ PROVIDE (2) MIS TAPCON AT EA. SIDE BUCK - (U WITHIN 4" MIN, OF START OF ARCH 5 -FART OF ARG- 4' RC4' MAX. RAD, 11 11 -- — 1 P.O. BOX 3400 Apollo Beach, Florida 33572 TRAN501*1 OPENING; f. 813.645.9698 www.donscoengineering.com 0 Ln Lu OU� 0 >1 �Y Qk m {(/ � 00 L °G©LL00 zz� CL LJ.a (u U z 0 0 4�- w ci) Lu Z 0 w [� F'REC,AST RE<ESS 0 0 u Z In � I I— "5 T�EBAR_- DOOR OPI=NING TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCIURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPI -1, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE IIIIS DRAWING AND DESIGN IS VALID FOR 12MONIHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THESIRUGIURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP. -THIS PLAN MAY NOT BE U5P HTA20 (UPLIFT CAP = 1015 L135) LINTELS AT ENTR'T _== D G)R UJ/TF�,,AN 50NNN SCALE: N.T.S. \ , J FEt< TO 5EC1"ION I ON EET 65,1 FOR BRACING, AND TOP LORD 51-OCKING ORMAT ION SCIS:>OR TRUSS x 4" RAT (RUN BRACING 24" Or-, ON TOP OF )TTOM CHOPP FOR (4) J55 SPANS ATTACHED 2-16c1 a EACH TRUSS INT 4' BLOCKING END NAILED !Fd a 24' O.C. (MAX.) -OCKING (TURNED ILED TO TOP PLATE NAIL5 FRAME EXT. WALL iPT24 @ :Y OTHER STUD )5 AT 10' O.C, �L'"WOOD OR 1/16'058 G W/10d NAILS � 0' O.C-, .1 12' O/C FIELD. �T22 OTHER STUD CREED INSTALLED !NUF. ICK W/ (1) 4 FILLED JII BOLT a �T'AC�C-lERED) x 3/10' ESHER (TYPICAL) ING STRIP It—II IV VIYI\I WYi♦r (DF5IGNED AS CANTILEVER) NC-)N=EDEAF---'INCS; EX -r- {!NP1=-RJ,41_ 1 SCALE: 3/4' = 1'-0" 2xS P.T. BUCK -CONNECT TO BLOCK W/ I/4' x 3 1/4' TAPCCN ( 1 1/41 1-11N, EMBEDMENT INTO BLK,) I X 4 FURRING BLOCK HEADER— – 1/2' DRYWALL –� 1/4' MAX ~liSOLID BLKG. AT TOP BTWN. ARCH BLKG. 4 BUCK--__ -Od NAILS AT -' O.C. AT BUCK 2 x S 45° DIACzONAL— (1;) 10d NAI -15 INTO \\\ -E3RACE( 5) `- 2 x S BRACE/ BL KG. X110" OSB BUILT UP PLWD, BUCK, ARCH' PANEL CUT HOLE IN 0.5.5. FOR- '- SCRIBE (NOTCH) POLY -CELL IN TH15 AREA _ BACK5IDE TO FIT ARCH f� (4) IOd NAZI -5 INTO 2 x S CONNECT W/ 5d NAILS BRACE/ f;LKG, INSTALL IUDW. SCREW ANCHOR --2 x 4 SOLID BLKG. (FULL (WIDTH OF WALL) BTUN. OSB--/ INTO ARCH PLKG, PER ARCH FACES W (4) 10d NAIL5 THFU 058 INTO 2 x INSTALLATION DETAILS PROVIDE TAPCON PER IUDW. INSTALLATION DETAILS OR THRL 1-1/2" THIK, OR MORE BUCK WITHIN 0" MIN. OF START OF ARCH 5LOCK, NEADFF I X 4 FURRY INC 3d NAILS a a' O.C. AT BUCK - PROVIDE 2 x S DIAG. BRACE — BRUIN. VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24' 2 x S VERT. BRACE(S) — BUILT UP PLWD, BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 2 x $ BUCK - CONNECT TO B1-OCK WITH 1/4' x 3 1/4' TAPGON (1 1/4" MIN. EMBEDMENT 1-1/4' MAX INTO F3L K.) SOLID BL.KG. AT TOP BTIJJN. ARC(-'. BLKG. 4 BUCK B-5 2x5VERT, W/(2)104 NAILS AT EA. END LEAVE A CUT OUT IN S.B. ON 4�� THE INSIDE TO ALLOW FOIA INSULATION TO BE INSTALLED 7/10" OSB ARCH PANEL 4 SOLID BLKG. (FULL WIDTH OF _LS) c3TUR 050 ARCH FACES W/ (4) EQUAL 1 NAI1_5 THRU 058 INTO 2 x 8 ID E T,/4 I L SCALE: 2 x 4 CROSS BRACE AT SEE NOTES FOF; ROOF DI,AF'NRA1`1 NAILING SPECIFICATIONI5 RIDGE FASTENED AT EACH ')x4 OUTLUOKER �l4' JOINT W/ (2) 10d x 3' USP RTIO OR EQUAL EA. OUTLOOKER 7.71 0 4) i TGA ORD BLOCKING FOR FIRST FOUR P\OW5 OF TR US5 = QED 3E5 OF SHEATHING( TYPICAL TOENAIL W/ l2) IOd NAILS I 24" MAX 2 x 4 'T' ON TOC' OF PANEL FLOCKING, FASTEN WITH IOd x 3° 9 4' O/C -�---1/2' COX PLYWOOD OR -_r.- -r--=4:4 I �/10" OSB SHEATHING ° s LGAF5LE T"(ACHED W/ l�Od �dAILS LJ ° 0" O.G. EDGES AND 12' /'-- _ j-�� ,C, FIELD CEILING RIDGE —/ ''_� _ TRU` 5 2 x 4 PANEL BLOCKING 1�) 43" O.C. r" L" BPAr;E TO EXTEND AT ATTACHED W/ (2)16(J TOENAILS _ r' .~ % LEAST 'JO% OF' B LENGTH INTO BOTTOM CHORD. INTERIOR ' + - _ % - 2x6 P.T. 51L L (;,EF TABLE Oi l S�IEET S5) HIP /ACCT- 0:12 SLOPE _. ,_` - �,' CENTER AND 3:12 SLOPE SLIDES. 5/8' OR I/2" CEILING, DENSE GYF5UP1 WALL BOARD FASTENED WITH 8d ` �` ' �, 10d x 3' 3" OlG COOLER NAILS OR 1 1/4' LONG DR -I WALL SCREWS COMPL PING WITH � - TNROI IGI1 CHORD INTO ASTM 01002 FOR FIRST S'-0" FROM END WALL N 4" 0/C TYPICAL '�;. JJ 2" x 6" P.T. PLATE PLACE SHEATHING 5/5' x 10" BOLT ,o 24" O.C. MINIMUM 0" FRIM PLATE— FLUSH !U/ MASONRY, SPLIGES W/ 3/10" x 2' DIA. PLATE WASHE':R WEEP ;CNEED `tl INSTALLED PER 'MANIUR 1 C-F,4E3LE END DETAIL AT NIF VAULT N -T -S. V1 `N ll�E (24" o.cRUSS 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 x8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4' MIN. OF BRACE TART OF ARC 4' MAX, RAD. 5E C'r I OT`�1 F -i8 EQUAL_ PROVIDE (2) MIS TAPCON AT EA. SIDE BUCK - (U WITHIN 4" MIN, OF START OF ARCH 5 -FART OF ARG- 4' RC4' MAX. RAD, 11 11 ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com 0 Ln Lu OU� 0 >1 �Y Qk m {(/ � 00 L °G©LL00 zz� CL LJ.a (u U z 0 0 4�- w ci) Lu Z 0 w [� ry z 0 0 u Z In � I I— V) i TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCIURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPI -1, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE IIIIS DRAWING AND DESIGN IS VALID FOR 12MONIHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THESIRUGIURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP. -THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201 ]-THESE DRAWINGS AND DESIGNS ARE IHC JOINT PROPERTY OF DANSCO ENGINEERING, LLC: AND ]HECLIENI ON THIS PROJECT. ANY REPRODUCTION OR UNAUI HORICEDUSB IS PROHMIED. / �`� REVISION• DAT E DESCRIPTION 02-03-09 LOU 2W7 FBC UPDATES G f(EVISED DETAILS C/S3, CC/S3 & K/53 FOR WALL OFF SEr 2" FROM SIEP 10-20-09 1.01 REVISED DETAIL K/33 08.31.10 1.02 Gr4O5TEEL 10,19.10 1.03 UPDATE DETAIL K/S4 VERSION NO. 1.03 /10.19,10 CA 25948 SAMUEL A. GREENBERG,. P.E. #34245 THUY H. HUYNH, P.E. #60122 Li IRWIN J. BENSON, P.E. #49758 [] MIKE RICHMOND, P.E. #5v �� til,7". a. .ma .. :-1 H i GjNR � E /SF�'L' '��, _,1.41 \\�,.EN�/: •a �{ .-d�RS dt / •ak I Z2 r t c,#jSHEETVTITLE: FRAMING CONNECTIONS O EXTERIOR WALLS SHEET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: JB REVIEWED BY: TH S5, 1_ 0 N' 0 1 • 0 U5P L5TA24 S T RAP LU/ 0-10d x 1 1/2' NAll-5 TO STUD 2x STUDS �D lo' O.C.- 4 r.-4 3-10d x 1 1/2' TO SAND JDIST 0 EA. STUD -- 2'x SOT, PLATE UJ/ -ATTACHED WALL SHEATHING (2) loci a o" O.C. CONTINUOUS TO BOTTOM RIBBON =NAIL \\ IU/ ad 0 4' Q.C., 2 ROWS 5TAGGEII.ED 2 - 5.P.F. C01,15T. GRADE TOP PLATE ,-�SPAC'INC: � NOTE: EXTEND IN� 5HEATHTO \ SPLICE 1-11N 48" APART \ \/\ 2nd FLOOR WALL - -___ �\ 50TTOI-I OF BEAM OR GIRDER \ � �t- - 0� 3/4 V2 1/2" - ------ -- ------ - - - - -- T 5� --- 1/9 - 2"x OOT- FLATEIU/ --nF_- --u urs - -----m-- F - - I� --II-- 11 l \ II II II III �/r'� Ill I Ir n u —' o� -- o -- o --o -- b---•�--a _ \ — (2) lod 6° �C. ---' 2X4 RIBBONS,. EACH UJ/ 4-16d NAIL5 INTO EA. FLOOR TRUSS n H u u u u u BEAM/CC�I%I�CR '.I ,4" � II II I II III I I II II II �Y�' r I u u r IH II II SINS LE NAIL EI GTE 5PACINC. 12OUBLIE NAIL EDGE SPACINz _ JEEP SCREED =(-u u n ul Iu u u u � Ian 1 u ul OP�.NIN� In -=� n u _ II INSTALLED PER, MANUr, n u u w w u u u ®NAIL A'f WASE 2 i�0UJ5 � ^ ° O.C. lU/vd COMMON NAIL HTA20 o EA. -TRI155 u u u - 1 EL_ ®NAIL /-\,T TOP PLATE TWO ROW f 4•° Or. UJ/8d COMMON NAIL II II II I III IIIA IIS II II I - UJ/ 10 - lod x 1 1/2" NAILS INTO FLOOR uI ul a L -r+ E r= I NAIL OPENING P)~PIMETER � 3" O.C. lU/ad COMMON NAIL _.� PRE-ENGINEERED - I RU55 I�11N, 4' EMSEDI ]ENT IN JJ H H w u u n NAIL INT, AT h" O.G. UJ/8d COMMON NAIL F!_OOR TRU55/J015T FLOOR TRU55E5 KO BLOCK a 111 T I1 u u IL = =IL = 11 In u m u u u OE 5T1AGGER AEI VERT. JOINTS 1 NAIL sj 4- Q.C. FLOOR 5YSTEi'1 1° u w u u u �- - ------ UJ/3d GOt1110N NAIL IL_t __�i__ID__(L__IL__IL__.I I ONO SPLICE fo HEADER - NAIL SHEATHING TO IS/32' MIN. PLYWOOD �\ HEADER UJ/8d COMMON NAIL &) 4' o/c OR 7/lo' O5f3 SHEA rHING —2x4 P.T. BASE PLATE 2ND N -00F, FF74r H C, -0\\l NEC_fi10 ,lFLOOR, G�NNE�: TIOil \ 1 I ,,. C, � ,� WALL eHE-A' k1iNC_-r INS CALL. 4 NAI INGi0C� 4 t 5EE TYP, 2-5TOf�'r WALL. SECTION SCALF N.T.5. > MA5ONRY IST FLR. --SC \ J -� ALE: N:T:S. FOR ADDITIONAL INFCIATIUN• SCALE: 3/4"=I -o" -STORY WALL SECTION TYP. 2 FOR ADDITIONAL INFORMATION. USP L5TA24 STRAP UJ/ 3-lod x 1-1/2" NAIL5 TO STUD 1,5-10d x 1-1/2' TO BAND JOIST ,@ EA. STUD 2nd FLOOR WALL (1) LAYER UNDERLAYMENT FOR ROOF PITCH > 4:12 & 15AND J015T— --- PROVIDE CONTINUOUS S 4:12. 2 "— (2) LAYERS UNDERLAYMENT FOR ROOF PITCH x BOT. PLATE IU/ BLOCKING FROM B.U.C. \ -PEP - IOd NAIL5 TO 12 _ PRE ENGINEERED � � (2) lod 0 0(', TO MASONRY BELOW 5 UD PSTRAP WOOD TRUSS (a) 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. 15 LB ROOFING (SHINGLES) - ^�< _•. �\ FLOOR 5Y5TEM ROOF COVERING] INSULATIOiV ,-.. BAFFLE ^-: 15132" CDX PLYWOOD OR 7/16" NOTES: USE O.S.B. (SEE ROOF NAILING I ` SCHEDULE ON SHT SNI) ' � 2 �� INSTALLATION ,� -�..,^ ) USP' MP4F 4" o.c. - MP4F d EXTEND - / 12 Sd MAIL'' �` SHEATHING TO � HEADER SUPPORT NO. OF JACKS & STUDS REO?. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE (U.N.O. ON PLAN) EA END EA END EA END I EA END AP 1'4' (1) (2)- (1) (2) (1) USP LSTA30 4'-9" (2) (3) (2) (2) (1) USP LSTA30 - 9'-16'� (3) - (3) (2) (3) (L) USP LSTA30 PER CHART- - ON SHEET S3 -�-• - � ALUMINUM DRIP EDGE BOTTOM OF RIM ---- \� -. � � SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION �` BOARD/BAND `• : 1 / \ ALUMINUM FASCIA 15t FLOOR WALL - ✓ SHEAR WALL Kms` 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA �� 2 -ROWS 12d NAILS `\- l- BOARD PER CODE W/ 13/8" DRYWALL ONLY. �- _ 12° VENTILATED soFFrr STAGGERED @ 12" 0/C EACH NAILS OR DRYWALL SCREWS 7" 0/Cc / l\ CEILING & 8" 0/C WALLS ATTACHED WALL SHEATHING TO USP L5rA24 , TRAP w/ 3-10d x 1 1/2' NAILS \ _ D \ FACE OR 3 -ROWS 12d NAILS �l 2 TOP PLATE W/ 8d 4" TO STUD 1 S -10d x 1 1/2" TO BAND JOIST�� �� \-� 1/2" GYP WB O `` 11A5oNRY WALL �i7y STAGGERED @ 12" O/C FOR O.C., 2 ROWS E. �, STUD _ (4)1/4' X 2 I/4' TITEN j 2"x10" OR GREATER HEADER DOUBLE 2x S.P.F. TOP PLATE It ,• \ �- 1x2 NAILERSCREWS TO MASONRY 2N 1 �C \ ' ` ,.� (� C��i�11°� C -� I C i�1 // E WALL PER STRAP \� W 1.5132" MIN. PLYWOOD OR 7/16' OSB =� \ 2x CRIPPLES �. 2X BLOCKING EA. WALL SHEATHING NAILED W/ 8d COMMON NAILS a@ WOOD I5T FLR. SCALE: N,T,S, r WOOL) TO MA60NfP� �\ 16" U.C. W/ (2) '12d @ � ��� �-�-, SHEATHING JOINT4" O.C. EDGES, AND 6" O.C. FIELD (U.N.0) UPLIFT CAF 920 PL.F \\ r TOENAILS T/B - It SHEAR CAP = 355 F"LF _10NNECTI(_-?' �I 1)! M TAI 13 � Imo_ 1.6" O.C. 2X S.P.F. STUDS w 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 c n n e I cy�--- 5EE TYP. 2 -STORY WALL SECTION FOR ADDITIONAL INFORMATION. SEE TYP. 2-5TORY WALL SECTION FOR SCALE: N,T.S, r APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION, �� r (2) 2x HEADER SEE PLAN 2x BUT. PLATE W/ (2) 1 Od Cqb 6" O.C. -- METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD J LAYER 1/8" THICK.INTERIOR HEADER 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d - '� „� 'IOd NAILS C 8" OIC TYP. - -- "` f COMMON @ 6" 0/C EDGES AND '12" O.C. FIELDLL- (a_ -----INSULATION PER BOX HEADER (1) 2x SILL PLATE W/ (2) 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2 -M -W OSIB ,, CHART ON FLOOR PLAN - ONLY 12d TOENAILS. DRAFTSTOPPING TO BE NAILED W/8d COMMON 6" 0/C ( ) �' 2'x4" PANEL BLOCI.ING .a 48" O/C. DOUBLE 2x CRIPPLE STUD EXTERIOR HEADERS TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 u r TYPICAL (U.N.O.) (1) 2x SILL PLATE W/ (2) 3 = - 1--_ Lr 1 -OP TIHIE FIRST &'-0' OF END SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ _ - 1 r � 12d TOENAILS. OPENING -' e WALL FROM EA. END. (TYP) 'rOP �� FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED.—� �� �� -- \-- �-_ � \ LARGER THAN 4 ft (2) 2x SPACE INTO APPROX. EQUAL AREAS. \�-- BOTTOM CHORD ATTACHED UJ/ (2) I(\ 2ND FLOOR FRAMING - SEE \ ?��•� SILL PLATE W/ MP3 CLIPS lod TOE NAIL -5 SECTION J/5o �� I DECKING EACH SIDE [� t _� FLOOR SYSTEM x -METAL SEAT I \ ATTACHED WALL SHEATHING ` ER PLAN 0 PLATE -- - ` - TO BOTTOM PLATE/CHORD IU/ Zd STUDS ��- _ 2X TYP. - - -SPACER - u1: - a 4' O/G, 2 ROWS STr•,C�Gi*RED \ V - BLOCIt ��- n - _ P.T. BOT. PLATE i0— TRU 55 �%' �, O. OUR TRUSS/ 1/2" HIGH ST RENG fTl OR 5/8"GYP WB (OR 518" -� FLOOR TRUSS \\ ��-FLOOR TRUFLOOR SEE FRAMING PLAN �`.ij.1 GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" _- 4 a �- SEE FRAMING BEAM •1 '...- DRYWALL NAILS OR DRYWALL SCREWS 7" O/C 2x4 RI680NS PLAN! -WEEP CEILING & 8' 0/C WALLS - - STD. 90° HOOK (SEE DETAIL) INSTALLED PER MANUF. 2'x4° CROSS BF:AGE 48' T �-USP HTA20 Q 24' O.G. UJ/ \ 1/2" GYP V'!B-� ----8"x8"X16" CONC. KNOCKOUT STRAP BILK. W/1#5 ROD CONT. FILLED \ \ Io -10d X 1 1/2' NAILS, INTO INSTALLATION PER CHART ON SHEET SN--/ SOLID W/GROUT _ - O/C F01 THE IST 2'-0° OF I END WALL UJ/ (2)10dx3' a EA. F3LOCKING TRU55 • MIN. 4' SEE PLAN FOR REQUIRED NOTE: LAP SHEATHING TO BOTTOM CORNER E) E T 4 (L G) END INTO 2'x=1" BLOCKING TL EMBEDMENT IN CONC' CONNECTIONS OF BAND JOIST TYPICAL (2) 2x TOP PLATES CAPACITY TYPICAL qeT" AND CORNER SCALE: I I/2"=1'-0" �� -SHINGLE ROOF -TRUSS SPAN 30' MAX DETAILS _ 2ND FL -G) F? F=1�-�AME CC)NNEC TION LOAD B�#��1����� ' ��� � ��� � ""�A L HEADER � ! AIS ADD (1) 2x4 STUD @ EA. -TRUSS BRIG. FOR---•----�-•----------- 30'< TRUSS SPAN <40' (2) 2x4 STUDS FOR SCALE: N.T.S. �6 PARALLEL TO MASONRY WALL 5CAL-E: 3/4"=1'-0' 40'< TRUSS SPAN < 47' SEE TYP. 2 -STORY WALL SECTION 6 - TILE ROOF- TRUSS SPAN 25' MAX ADD — FOR ADDITIONAL INFORMATION. (1) 2x4 STUD (a) EA. TRUSS BRG. FOR 25'< t- ARCHITECTURAL- TRUSS SPAN < 32' (2) 2x4 STUDS FOR 32' - FINISH SEE 61-4T 53 FOR ----- < TRUSS SPAN < 39'----- --- � . _ INSULATION CHART 15/32' MIN. PLYWOOD OR 7/10' 055 SHEATHING ('I) #5 VERT. IN FILL CELLS (SEE NOTE- 5EE 5HEATHING (2) ROWS OF 2x BLOCKING r I r n FOUNDATION PLAN & NOTES) 5EE Tl'PICA- WALL 1 ` NAILED U,/ Sd GOMI"1 �N NAILS a � ED 5ECTION c/53 FOP. �. SPF_ ON FLDOF2 @ THIRD POINTS ^" D.G. EDGES, AND o' O.C, FIELD (U.N.0) 1x WD FURRING @ 24" O.C- 0- a 4"x4" INSPECTION PORT AT \DDITIOHAL INFOP.MATION I/2' GYP. W113. MIN. � � " , - 2X 5TUD5 a VO/C 5/VDIA x 10" J BOLT W/ BASEBOARD c� � CD <n EACH FILL CELL TYPICAL - \GARAGE 51DE IF EMBEDMENT 24° OA_- W// 2"GIAiC � /S" STUCCO FINISH PEPERASFI� G, 92G> (u ROU] OF 2x f3LOGKING MID - 'V AFPLICAJLE E WASHER TYPICAL APPLY 3 LA7"E5 f?IU/ TOTAL THIGi�� 1E55 i/8" MIN. 2500 PSI CONC. SLAB- - HC -;T, FOR WALL HGT, S'-�', (2) 3/10" PLAT J MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISHRDILS OF 2;< 5LOGFIN� 3rd /v'DIA. EXPANSION BGLT UJ/ (I 11N. SHEAR 3500". MIN. TENSION OVER METAL LATH. FIRST 2 LAYER5 3/3" MUNICIPALITY 4"to 6" BELOW GRADE 1' EMBEDMENT a 24' D.C. * n n - 26001) ,':< THICK EACH. 3RD LAYER I/8 T✓-,IC'K. FIS 17 -OR WALL NGT. > 8'-h" W/ 2'Ox 3/16" Pl_ATE W45HER i 2500 P�>I CONCRETE Mlil. /� USP SPT 22 EA. STUD - U5P 5PT22 a EA. STUD- ` T'rFIICAL, (MIN. SHEAR 3500" K / 2X P.T. PLA'T'E T - 2 x STUDS If>' O.G. SLAB UJ/ oxo UJI.4xWI.4 IUUIF OR CV —`�� �a ,. ". q •a' '. .', � MIN. TENSIGN 2600 .) �- ? \ / IIJE)=i'-- SCREED IN5.1'.'�LLI�D PER., f`(ANUF. I. T= rt=11 fel iii �. _ FINISH GRADE 2X P.T. PLATE ------ �. o x o UJI.4 x 101:4 FIBERMESH f_f s� III—III—III III_ I --—__T_1=r1� IIWF oR FIIJEF11E5H 57— F(IEI 11=1_TI—I I f -II I I r I ISI I--1 IST- �__ o— 6\— r 6x6 w1.4xw1.4 � -• ° -'- .] ' I � I_-111.=) I I_- _q z — - — — -- -� < t,._\-�•• . WWF OR FIBERMESH _III -III -III -III _" III=1 =1 1- - �r - :, I'/ '7\ \' FINIS + GRADE 1f=1T1-III, III-�-�\ III -III- - ''-1 _II I-II I-1 � 1 I -TTI X111= STD. 90'1 i00K I (3) # 5 REBAR ON 3"CHAIR (SEE DETAIL) \ \\\ l X���\ ` \ W/3" MIN. CLEARANCE 4 1 -8 \ CHAIR W1 3' MIN, TYP 2 -STORY WALL SECTION eLEARANcE (3) 5 REPDAR ON 3' CHAIR 4" �\ � W/3' MIN_ CLEARANCE SCALE: 3/4"=1'-0'° X63= INTER,10R 2-5T F?,'i 1=FAME 5EC,TI(--)N 5 4LTEE 40-E F(DOTIr-�G ! �� SEE TYP. 2 -STORY WALL SECTION SCALE: FOR ADDITIONAL SLAB INFORMATION. ' n WOOD 15T P c LR. SCALE: 3/4'=I' -O' SEE TYP. _ STORY WA LL SECTION(' FOR ADDITIONAL INFORI"IATION. II I DANSCO ENGINEERT_NG, LLC P.O. BOX 3400 Apollo Beach, Flofida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoencdineefing.corn a 0 0 Ln w CD oU� AP C:) amkD� QmQu �coI� � QLu Lu I - z 0 kv V) tj w z O ED Z Z a - TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 200% FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 200) SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "•C'• ENCLOSED IINTERNAL PRESSURE COEFFICIENT =±0.181 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. 2011LENNAR CORP: THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORA]ION. 201 ]-THESE DRAWINGSANDDESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIJED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02-03-09 1.OU 11 )7 FEC UPDATES & REVISEU DETAILS C/S;T, CC/S3 & K/53 FOR WALL OFF SET 2" FROM STEP 10-20-09 1.01 REVISED DETAIL K/53 08.31.10 1.02 GT40 STEEL 10.19.10. 1.03. UPDATE DETAIL K/54 VERSION NO. 1.03 /10.19.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 L:i IRWIN J. BENSON, P.E. #49758 MIKE RICHMOND, P.E. #59tQ7-_,. .a/ L.reee.oa�._ IsSTATE MJF ,4f *+fffd31r11��`�� TYPICAL 2 -STORY SECTIONS & DETAILS (MONO) STET INFORMATION: JOB NO.: 290128 DATE ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH 6 F='F(DFEfR IN5T,4L.L,4TION- --- 2'x BOT. PLATE Lu/(2) load i� o,(:.6' o,. =� UNfi%C_CEFTA_F1L-E IN5T,4L� TION 3/4' PLYWOOD DECKING GLUED AND NAILED W1 DOOR JAMB (REFER IXC} I-1/2" DR'(WALL DOOR JAMB (REFER- I X 4 1/2" DR'(HALL DOOR .JAMB (REFER I X 4' 1/2" DRYNALI_ MAX. a' �� �� NOT � � T{�I5 �� ad COMMON � �' O.C. EDGES ANU 12' O.C. FIELD TO 5HT. 501^12 -KI P.T. TO 5HT. 5DW2-KI TO SHT. 5DW2-KI j41 c FOR CONN. DETAILS FOR CONN. DETAILS �� 115 RFi3AR (T'rP�) j# ATTACHED WALL SHEATHING TO FOR CONN. DETAIL. _ I x � f "5 R)=E3AR (T1"rte,) ,® ',,./ 2X BOTTOM PLATE UJ/ ad � 4° O.C„ I )C 4 3/16"*ti X" LONG /lp 'I x 4 �`* '� 2 c.O�uS .STAC�ERCD 3-I/4" LONE X 3/16"N FURRING FURRING 3/16"lU X 3-I/2" LONG-�' FURRINGTAPGON.INTO TAPCONS STAr6ERE40© 16" OG. 2-ROWSTAP(,ONS 5"rAG6ER> D ?;�BLOCK@ 5PAGING P,T. c f INTO MASONR-( STAGGERED @ 16 O.C. IX8 - STD. 9C�° HOOK ITYP.) ��%.10 TU. 9D° r100K (TYP.) _ Zx BAND JOIST lU/ FAr PER MANIJFAGTURE T 2-ROW5 INTO FILL 5oLlD - -- �-"`� -- � _E NAIL TI-IROU6rf 1x4 P.T- +4 II BOTH C1=1_LS I`1ETAL SEAT PLATT= IC�d � TOP & >3TTi"1 CHORD, 1x8 P.T. _� - 1 /� � � T� � I-.. MA50NR'( THROUGH -� II - -_� LNE: ANP (8) r=ACE NAILS IOd o 1x8 P.T. $ 2x8 P.T. --- LAP SHEATHING TO TRUSS TOM ()r BAND VERT. UJEB IX�� P: (.— — I T TYPICAL DOOR JAMB (REFER 3/16" x 3 -I/2" DOOR JAMB (REFER I X 4" f- I/2" DR'(WA!_L l --_ - TAI"CUN TO JrIT. �DI^I2-KI FOR � L____ _ I TO 5HT. 51)V12 -KI CONN. DETAIL5 - - I - - FF FOR CONN. DETAIL5 I _ _ USP HGAMIO 0 12'0.C, w/4-SD5 I/4x1 1/2' IOd � I2 O.G.--�.-.I � I X �l I 2x8 P.T. HITH 5/16'(P X 3"a r FUi?RIN� z I_ � - INTO BAND J015T S (4) 3/16'x.-3/4" LONG TAPCONS 0_B5 Nj,rO K.O. BLOC �- FIRSTCOUR5F2X8 P.T. STAGE=RED @ 16" O.C. 2X8 S � 2 1/4" DETAIL_ 2-ROVIS INTO MASONRY 3-1/411 IDE TA L NOTCH WEB AT THE FIRST 2 COUR5E6 Ilk BU 1 l,# O�1 R. e✓ I Oj �l�I I � Dl�l.�J ` l.f J %`t �/ I II `lC J \'L`\� FILLFD CELL PER FOUNDATION PLAN � — -- - t`Q - - '� SCALE: N.T 5. F l lr l� CELL : I1��1 T 11� � -� I TSI % -� T FOP, I 1 +� � f� �1 r SEE TYP. 2 -STORY WALL SECTION FOR ADPL, IN -O SCALE: N.T.S, SCALE: N.T.S. r 2x8 P.T. BUCK -CONNECT TO BLOCK --- ��— \_�� LU/ I/4' x 3 1/4" TAPGON l 1 I/4" MIN, SECTION EMBEDMENT INTO BLKJ 1/4' MAX I X 4 FURRING ._ � SOLID BLKG, AT TOP BTLUiN. - ' BLOCK HEADER ARCH BLKG. 3 BUCK- 1/4" x 3 1/4" TAFCONS r----- 1/2' DRYWALL �- U IIF r- �,. \ P� T 1Ar AGITY 595 FOR I 'TRAP i 8d NAILS AT a° O.C. AT BUCK ��__ �� - 1,0`.30 FOR 2 STRAPS 2 x 8 45° DIACONAL 1 "� LEAVE A CUT" OUT IN 0.5,E3. ON BRACE(SJ-. (4) 10d NAILS INTO - 2 x 8 BRACE/ BLKG, THE INSIDE TO ALLOW FOR r I-�'L'r' FRE-ENGINErrRE lllo" OSB INSULATION TO 5E INSTALLED ,-- D TRUSS BUILT UP PLIID BUCK- ARCH PANEL CUT HOLE IN O.S.B. FOR ---__ T 11SF' 1-�T1� UJ/ CEJd :< 1 1/2 SCRIBE (NOTCH) POLY -CELL Ni THIS AREA --� —2 x S 45 DIACONAL BRACE —..,.:.:... - BACKSIDE TO FIT ARCH * AT EA. FACE OF ARCH UJ/ (3) ' N�,IL.S (W) 3/!�" DIA. TAPFLF�S (4) I0d NAILS INTO 2 x 8 lU/ 13/4" CONNECT UJ/ 8d NAILSBRACE/ 5LKG. 10d NAILS ,QT EA. END INSTALL LUDLU. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLK ARCH FAC IPROVIDE:` ;:;; ^ , ., •.;..;:,:,:: '. / .� l4) SDS 1/4'xl-I%� G PER ES LU l4) Tod NAILS THRU OSB INTO 2 x ; TAPcoN WITHIN / : INSTALLATION DETAILS - 4' MIN. OF BRACE PROVIDE TAPGON PER UJpLU. INSTALLATION DETAILS OR THRU- .:.,: \ ,;<;::. `,::;•;.::.::::: 5) 1/4'x2-1/4' TI _N5 1-1/2' THK. OR MORE BUCK WITHIN o' MIN. OF START OF ARCH v C _ -- START OF ARC BOND BEAM OR C><1ST A FCG N DETAIL J I 4' MAx. RAD. SCALE: N.T.IN PLACE BEAM S. i N.T.S. 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4' x 3 1/4' TAPCON (I 1/4' MIN. E I EDIT SECTION - 1/4' MAX INTO BLKJBLOCK HEADER �I! L 1st a cOURs , SOLID BLKG. AT TOP BTU)N. ARCH -� SOLID L 4 COU T Tc I X 4 rURRINCx -� FDLKG. # BUCK Kr 2C ad NAILS 8° O.G. AT BUCK — 2PL C 2 x 8 VERT, LU/ (2) lod NAILS AT EA. END Ra PROVIDE ? x 8 DIACx. BRACE R3 � _ PROVIDE l2) MIN. BTUJN. VERT. 5RACE5 WHEN NGT• \ HI ^.,:: �•:� . OF BRACE EXCEEDS 24' '� �-��� � TAPCON AT EA. SIC —�, 5ID-2 BUCK - (1) AI, OF LEAVE A GUT OUT IN O:S.B. ONT 2 x 8 VERT. BRAGE(S) -- � THE INSIDE TO ALLOW FOR `- =� WITHIN 4 MIN. of 2l REF INSULATION TO BE INSTALLED START OF ARCH --{I cc BUILT UP PLIUG. BUCK - \ 2 j DI PRC .:;'~:SCRIBE (NOTCH) - -1116' 055 ARCH PANEL \�\�\ C \\\\ NP BACKSIDE TO FIT ARCH CONNECT lU/ 8d NAILS � -2 x 4 SOLID BLKG. (FULL WIDTH OF \ START OF ARC 10d NAI S TH U 0 ARCH 1 FACES UJ/ (4) =OuaL QI.JaL 4' MAX T AD. ,ETF.-, .)F- WALL � ��/ "� 4�Ir F T f l 02 INSTALL IUDW, �cRE�u Tod NAILS THRu OSB wTo z x 8 � � NT 5 � ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS � FOP, ARCH EDETAIL < GVERE l <�N� S JETI uEEN 37r" TO I I/2' Sr`AL : N.T.S. Corfi: 1 c� ov 1+, Nc• _- ! E.a5 rHA�j 3/0 - No :EF'a1r? FOR 5ETU.'EEN OvEF 1 1/2' 08. GONIA+IT ENrrIi�EE ; Gr=REGOR.D FGf? 10. FURTH);TF, INSTRUCTIONS. GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FERC NOTE: IF RETROFIT FILLED CELL CONDITIONS -�---- - �-__ A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY 1) AFTER FINAL MORTAR SET (APPROX. 2.4 EXCEED (3) FER PROJECT, CONI -ACT ENGINEER F �.. AT LEAST 2 HOURS BEFORE PLACING MORTAR, HOURS), INSTALL PACKING TIGHTLY BETWEEN �N TIN___ . Or I .EGOi 5 VE GLASS BLOCK PANE!_ AND JAMB AND HEAD CON5TRUCTI0)N . EAV� E r FOR ADDITIONAL INSTRUCTION. CF L ,,cPAGE FOR SEALWG, B ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP J) APPL)' SEALANT EVENLY TO THE BULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MASONRY WALL. SEE PLAN FOR EXTENDS TO SILL. MANUFACTURER'S APPLICATION MANUAL AND IN5TR5(TIONS, REINFORCING, PROVIDE LOUDER 0 C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. K) A MAXIMUM OF OCJ SrUARE FEET OF GLASS BLOCK I r HOOKED DOWEL MAY BE INSTALLED IN ANY OPENIN EXISTING BOND BEAM, D) SET COLDER COURSE OF BLOCK. MAINTAIN A UNIFORr'1 JOINT WIDTH OF 3/8" PLUS OR MINUS FOR WIND SPEEDS I,,IP TO 110 MPH*, PER PITTSBURG GORNINC.i RECOMMENDATIONS FOR, I/8'. ALL MORTAR JOINTS MUST BE FULL AND NOT FURRowED, ALL MORTAR SPALL BE INSTALLATION OF GLASS BLOCK. ]% TYPE 'S' OR 'N'. STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION, (PLACE A RUBBER CRUTCH TIP ON ENp OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT EXPANSION STRIP _ 11 IU.IU.M• AT PERIMETER r r �1' -- DRILL 3/4":C6" MIN. HOI E REALIGN, TAP, OR OTHERW15P MOVE BLOCK, AFTER INITIAL PLACEMENT. FOR SOL ID GLASS 20,_ P'ANfiL � � lU "5 BARS � j1 - COHERE THIS CO �._ . (- SET PAR IN EPDXY BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR � R5 --ONT. CONDITION COURSES TO PREVENT THE MORTAR FROM BEING 'SOUEEZZED' OUT. TOP WITH MIN. 3' OCCURS CAP TO PREVENT LEAKAGE � E) INSTALL PANEL REINFORCING IN EVER "OTHER MORTAR i3ED HORIZoNTALL r' AND IN JOINTS \\ 1/4EXF'AN510N COVER --- \ j I O°_� iK -XG' )~r 1PEDDED INTO _ IMMEDIATELI' ABOVE AND BELOLU ALL OPEr1WG5 UJITHIN PANELS. (THF SAME SPACING 4� g�- P,4NEL_ � ` � BOL_T (2 i*'ER \� I �----F.F. � �. SHALL APPLY TO PANEL ANCHORS WHEN USED AT •JAM55 AND HEADS IN LIEU OF CHANNEL REINFORCING I� ANCHOR) _ -I} E..15TING 5OND BEAM OR CHASE SURROUNDS) RUN REINFORCING CONTINUOUSLY FROM END 1O END CF PANELS, (EVERYQ -r, .� -"X- INCHES LAP REINFORCING NOT LESS THAN C IUHEN)=VER IT IS NECESSARY "r0 LJSE MORE `\ OTHER `� fig; ° ° �- `� Lu `FILL DELL FULL I InIGHT UJ/ m THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS IUITN REINFORCING. INSTALL EXPANSION Sl RIF - ^ REINFORCING AS FOLLOWS: COURSE) _ X j gG ��� \�/�\\/� 0 J NON SHRINK GROUT. 1111, u I I A`1 ' PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. �'� `" ° \ ^ - D \ \� ml I'P I W ' .1�-:'_. aEAI ANT � I ;.:�;. \� RADE * PRESS PANEL REINFORCING INTO PLACE. - �.� � \\ LL. � .. �MIN. � 5FLICCOVER PANEL REINFORCING WITH UPPER HALF OF MORTAR 5ED AND TROUEL XV EMBEDDED INTOS-ooTH. Do No FURROW. = c- • � � _XISTIN� FOOTING REINFORCINCI I.. / 2-15Xe,IN CONC, PLACE FULL MORTAR BED VOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT F'ANEI- \ I A _ � <n �, •� FI r FURROW. MAINTAIN UNIFORM JOINT WIDTH, ": L ).)RILL. 3/4'Xo' Mll\l. POLE FILLED ELL C� MIN, LAP \ SET BAR IN EPDXY RE CJ SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST j — - �-(?) � REBAR. MIN. 3° - REMAIN FREE OF MORTAR, 5i='L 1CR NOTE: ICS" COVER EA, WAY _ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS / 5i~E C�1-A55 B1.-OCiC L TIME RAKE OUT ALL SPACES REG2UIRINC� SEALANT TO A DEPTH EOUAL TO THE WIDTH OF THE SEALANT' Ii�151rA1_L_ATION NOTES. SHE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIFE PRY. I JOB TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE GLA55 BLOCK �--rA1L -I �4° SRUJ c1JT WEDGES FROM COLDER COURSES OF SOLID BLOCKS AND POINT THE VOIDS IUIT+I MORTAR) *(110 mph FA5TEG 3 i ---=j DATE DRA *(110 mph FASTEST UJWD = 130 mph, 3 SEC. GUST, FBC TABLE 16��J,h v � TI �N �t1 >��EP I`�1c`�I\1C� rOU���D,��-1ON - "� EXISTING FOOTING S REVII SCA!_Iw: 3/4' 1'-U° I SCALE: N.T.S. DA iV ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 P. 813.645.0166 f. 813.645.9698 www.donscoengineering.corn a 0 O Ln w 0 > Ol DO�v CLL,wimOC �0LL. cc Lf) r- LLu u z 0 0 w Z i _O n Lu Z Z 02 THE BEST OF THE ENGINEER'S OWLEDGE AND BELIEF, THE STRUCTURAL ANS AND SPECIFICATIONS COMPLY WITH V FLORIDA RESIDENTIAL BUILDING CODE CLUDING 2009 SUPPLEMENT), SECTION A FOR 120 MPH, 3 SEC. GUST, EXPOSURE ' ENCLOSED +INTERNAL PRESSURE )EFFICIENT = ±0. 18) WIND ZONE DRAWING AND DESIGN IS VALID f OR 12 MONTHS .R THE DATE IT IS SIGNED AND SEALED. VED AND SEALED FOR THE STRUCTURAL POR110N IRIS DRAWING ONLY. 11 LENNAR CORP. -THIS PLAN MAY NOT BC 2CDUCED IN ANY MANNER WITHOUT WRITIEN VSENT FROM LENNAR CORPORATOM I 1 -THESE DRAWINGS AND DESIGNS ARE HE JOINT PERTY OF DANSCO ENGINEERING, LLC: AND THE NT ON THIS PROJECt. ANY REPRODUCTION OR IITHORIZED USE IS PROHIBITED. REVISION: ATE DESCRIPTION U3-09 1 "U 7007 FBC UPDATES & REVISED DETAILS C/53. CC/S3 & KZS3 FOR WALL CFF SET 2" FROM STEP 20-09 1.01 REVISED DETAIL KZS3 31.10 1.02 Gr40 STEEL 19.10 1.03 UPDATE DErAIL K/Sh ?BION NO. 1.03 /10.19,10 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 MIKE RICHMOND, P.E,,b#59 .1 01,IIe � ve F"� U ;a✓ �f> SHEET TITLE: TROFIT DETAILS & NOTES ET INFORMATION: NO.: 290128 : ISSUED: 02.03.09 NN BY: DZ _WED BY: TH THEN WRAPPED AROUND STUD t� � LAINVI E W SCALE: = 1'-0" HANDRAIL - SHAIL HAVE MIN. & MAX. HEIGHTS FROM \� TOP OF TREAD Cu) NOSING OF 34"& 38" HANDRAILS I`'0TE~— SHALL HAVE EITHER A CROSS SECTION DIA. \\ BETWEEN 1-1/4" TO 2" OR SHALL PROVIDE SPECIFIC. THEY ARE PROVIDED TO \ EQUIVALENT GRASPABILITY. CLEAR SPACE YOU AS A STANDARD TO CONSTRUCT BETWEEN HANDRAIL & WALL SHALL BE A MIN OF STAIRS. REFER TO PLAN DETAILS 1-1/2" INCHES. (RE. FBC R311.5.6,2007 EDITION) HANDRAIL DETAIL SCALE: N.T.S. 2x4 SPF NOSING GLUED AND t= NAILED MATCH NOSING ON - F OTHER TREADS"---, j\ 3/4" RISER CUT TO FIT \ I I F - MAINTAIN BETWEEN 4"� \ AND Z" GAP TOP AND \ / BOTTOM, GLUED AND f NAILED TO STRINGER SYP blockin for 2x12 TREAD - GLUED AND r ~s NAILED 2x� 1 TI I DRAFTS P 2x4 PT NOTCHED INTO 1 STRINGER AND TAPCONED\ �x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE \ NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS �% �_ 1x4 GLUED AND NAILED TO STRINGER �--� FOR DRYWALL SPACING SECTION VIEW SCALE: ? = 1'-0" ALIGN THIS STUD WITH FACE OF 2ND RISER — STRINGER MUST MAKE FULL_ / CONTACT WITH LANDING / 2x SYP OUT TO FIT \ / I I 0 T BEARS IN WALL n I I _ I BEARS IN WALL I I I if I II I� --2x6 SYP -2x4 SYP BLOCKING / \ / 2x4 PT NOTCHED INTO STRINGER \ (OR ST RAP SON TAZ15) / AND NAILED TO FLOOR WITH GLUE \ BEHIND RISER / \ AT STRINGER CONTACT POINTS / 2x4 CUT ON BEVEL / DOES NOT BEAR IN - WALL GLUED TO 'A--, 2x8 F P' VIEW "All SECTION SCALE: 1" STRINGER MUST MAKE FULL CONTACT WITH LANDING Lj / - - - - / / 2x SYP CUT TO FIT \ / I Zz BEARS IN WALL I ~ ' 2x12 SYP BEAR-�°-I IN WALL I 2x6 SYP41 / \ / / 2x4 PT NOTCHED INTO STRINGER / / AND NAILED TO FLOOR'NITH GLUE \ / 2x4 CUT ON BEVEL - , / AT STRINGER CONTACT POINTS / DOES NOT BEAR IN WALL U/ SECTION VIEW "D" SECTION VIEW o' 4d SCALE: 1" = V-0" SCALE: 1" = V-0" FILLER STRIPS ADDED PLYWOOD GLUED & SCREWED TO ---\_- PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL =2x12 SYP BEARS IN WALL BULLNOSE T L SECTION VIEW "B" SCALE: I"= V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER F - __ __, ",` SCALE: I"= V-0" NGER SLUED NAILED SECTION — SCALE: 1" = 1`-0" u 2x12 SYP-- .\ SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" AND 2" GAP TOP AND i=- --- BOTTOM, GLUED AND - - NAILEDTO STRINGER / 2x4 BEHIND RISER BLOCKING FOR '� \ --1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO -2x4 DRAFT RISER AND TREAD / STOP / -2x8 SYP DRYWALL STOP MUST 1 NOT TOUCH STRINGERS / I I 1 --2x4 BLOCKING FOR 2,12 �I -'-2x4 PT UNDER 2x12 _ I 1 -1 OR V DE MOISrURE / PROTECTION / \ ATTACH ALL COMPONENTS / \ OF STAIR To CONC. W/ 4" X / \ 2 ;" TAPCONS Q MAX. i2" O.C. / —ATTACH ALL COMPONENTS \ —1x4 GLUED AND / OF S FAIRTO CONE. VY!/ 4" X \ ,\ NAILED TO STRINGER / 2 4" TAPCONS @ MAS:. 32" O.G. / SEGT10?'-i'VIEW "C" SCALE: 1" = P-0" GLUED AND NAILED TO STRINGER RAFT SYP DRYWALL STOP I`'0TE~— T NOT TOUCH THESE DETAILS ARE NOT PLAN INGERS SPECIFIC. THEY ARE PROVIDED TO BLOCKING FOR 2x12 YOU AS A STANDARD TO CONSTRUCT PT UNDER 2x12 STAIRS. REFER TO PLAN DETAILS 2X4 CUT ON\ ` BEVELGLUED AND NAILED TO LVL TOP OF STRINGER CONN. TO BO Fr OF NEWEL POS PER CONTRACT' FLOOR GIRDER PROVIDE SOLID BLOCKING OR 1 n x 16" VL BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. SECTION VIEW "C-3)" SCALE: 1" = 1'-0" NOTE: HANDRAIL �HA_L DE 4211 ADV. END OF Tf?EAp N / PICKET" ,111. - .,, - - tr LOCKING SCALE: 1" = V-0" f WALL JOINT YWALL TO JERJOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO (RING WALL BELOW "WALL JOINT YWALL TO /ER JOISTS) SFT. FIC,I<',L T 'F:-,1 L I N 6 2X6 GAP s 1/2" DRYWALL 2 X 4 FRAME x ALL 1 POST LET INTO - - LOCK IDE !G HALF HALL DETAIL 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) =LOOK TRUSSES NOOD PIGKET5 5PAGED © 4" G/G CUAPDRAIL5 SHALL DE ADQUATE IN 5TRENCTH, DURADILITY AND ATTACHED A5 DE5GRIBED IN 5EGTION R312.2, FRG 2001 OPTIONAL PIr_XE-F DETAIL -3/4 PI YWOODGUARD ON DECK I _ I`'0TE~— _ ,III � IIY —3/4 PLYWOOD �� , r----- � ON DECK V�iiiiiii 1111111 ��II THESE DETAILS ARE NOT PLAN ffw SPECIFIC. THEY ARE PROVIDED TO 0R512 2 GIJAr�D Or')=NINA 1_Ir 11TAr!OrJ,, YOU AS A STANDARD TO CONSTRUCT � STAIRS. REFER TO PLAN DETAILS -2x8 SYP G �� �'ri'-'-' I - AND NAILED TO �` " FOR RISE AND RUN INFORMATION. i`?EaUIRED GUARDS ON OPEN 51DE5 OP 5TAI2^JAY�, RAISED FLOOR AREAS, 5AL r�r 1 Ol'JIEa AND POi?.GH_� 2X4 CUT ON\ ` BEVELGLUED AND NAILED TO LVL TOP OF STRINGER CONN. TO BO Fr OF NEWEL POS PER CONTRACT' FLOOR GIRDER PROVIDE SOLID BLOCKING OR 1 n x 16" VL BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. SECTION VIEW "C-3)" SCALE: 1" = 1'-0" NOTE: HANDRAIL �HA_L DE 4211 ADV. END OF Tf?EAp N / PICKET" ,111. - .,, - - tr LOCKING SCALE: 1" = V-0" f WALL JOINT YWALL TO JERJOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO (RING WALL BELOW "WALL JOINT YWALL TO /ER JOISTS) SFT. FIC,I<',L T 'F:-,1 L I N 6 2X6 GAP s 1/2" DRYWALL 2 X 4 FRAME x ALL 1 POST LET INTO - - LOCK IDE !G HALF HALL DETAIL 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) =LOOK TRUSSES NOOD PIGKET5 5PAGED © 4" G/G CUAPDRAIL5 SHALL DE ADQUATE IN 5TRENCTH, DURADILITY AND ATTACHED A5 DE5GRIBED IN 5EGTION R312.2, FRG 2001 OPTIONAL PIr_XE-F DETAIL -3/4 PI YWOODGUARD ON DECK I _ -N,, /CLUED- _ ,III � IIY —3/4 PLYWOOD �� , r----- � ON DECK V�iiiiiii 1111111 ��II 2-2x8 SYP BEAM BEARING ffw AND HANDRAIL NOTES 0R512 2 GIJAr�D Or')=NINA 1_Ir 11TAr!OrJ,, '--2x8 SYP GLUED AND NAILED TO � / -2x8 SYP G �� �'ri'-'-' I - AND NAILED TO �` " 2x8 IN WALL i`?EaUIRED GUARDS ON OPEN 51DE5 OP 5TAI2^JAY�, RAISED FLOOR AREAS, 5AL r�r 1 Ol'JIEa AND POi?.GH_� 2x4 SYP v<1 ¢m�� LUM SYP 000 E SHALE_ 1 -TA 1E INTERMEDIATE RA!L.5 FRAMING 2x4 DRAFT 2x12 BOR KI r / oC (= ro FRAMING 2x4 DRAFT GLUE AND OIL. 01?N,^^- MENTAL GL05Ui2E5 WHICH DO NOT ALLOW PASSAGE OF A 5FHl=RF_ 4 INGHE5 002 corn) OR MORE IN DIAMETER. STOP TREAD STRAP MEN STOP - NAILE z GLUED TO , AND ` '. / FRAMI 1. THE: OPEN1N05 FORMED 13Y THE RISER, TREAD AND NAILED \ / BOTTOM RAIL. OF A GUARD AT THE OPEN 51DE OF A STAIRWAY ARE PERMITTED TO DE OF 5!XH A SIZE THAT A SPHERE 6 INGHE5 (152 mm) / 2x4 BLOCKING -,i 11L�%// GANNOT PA55 THROUGH. / rr 1 - _ / 2. OPENIN(35 1=0R "RFOUIRED 0IJAR05 ON THE 51nI75 OF STAIR TREADS SHAILL NOT ALL.OH A 5FIAERE 4-3/E3 INGHE5 007 mm) TO PA55 I D Irl D FT S P �� �� THROUGH. 2x4 PT NOTCHED INTO � — ( - -- -- —� --- — HANORAI! 5 FOR 5TAIRVgAYS SHALL DE CONTINUOUS FOR THE: FULL. STRINGER AND TA.PCONED\ Lx8 SYP DRYWALL STOP MUST / NOTE: 2x8 I - --- LENGO TH F 'THE FLIGHT, FROM A POINT DIRi~GTLY AEOVE THE: TOE' INTO FLOOR WITH G GLUE \ NOT TOUCH STRINGERS 1 4/GLUED T \ DRYWALL STOP / RISE}: OF THE FLIrHT TO A POINT DIRECTLY AiJOVE LOWEST RISER AT STRINGER CONTACT POINTS AND NAILED l-0 STRINGER DRYWALL SPACING NOT SHOWN \ / I O I OF THE FLIGHT. HANDRAI!_ ENDS SHALL EE RETURNED OR SHALL TERMINATE IN NC-WEL. _ �' �_ ��OR F POSTS OtR SAFETY TERMINAI_5 A5 T?iR FRG �? la — SCALE:" = 1'-0" 200-1 -,-- E _ SECTION VI WSTPIR - -- 0 HANDrF1.AIL ORIF SIZE SHOULD E3E IN GONFORMANGE WITH FRG 200-1 8311.5.6.3 '= 1' " — C *ALL i ERS PARTS OF STAIR SHOULD PE IN CONFORMANCE HITISCALE: FRG, / .) SCALE: AS NOTED :200-i2 8311.5 ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.dorlscoengirleeriruj.corn i Mao O 0 ffw Ln LD Z ~, o oQ�� ¢m�� LUM 000 `LOLLS.°° oC (= ro 00 ZE W MEN w ? 12 MEN mm z CD 0 LLJ C j Lu z 0 � U Q W z n U Z TO THE BEST OF IHE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCIURAL PLANS AND SPECIFICAIIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2009 SUPPLEMENT), SECTION R301 FOR 120 MPH, 3 SEC. GUSr, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =±0.18) WIND ZONE IRIS URAWING ANU UESICN IS VAUU rOR 12MONIHS ArILR THE DATE IT 15 SIGNLU AND SCALCU. SIGNLU AND SEALED FOR ME STRUCTURAL PORTION OF- THIS URA'NING ONLY. 2011 LENNAR CORP: THIS PLAN MAY NOT 8E REPRODUCED IN ANY MANNER W1IFIOUr WRI [TEN CONSENT FROM LENNAR CORPORATION. 201 I -THESE DRAWINGS AND DESIGNS ARC WEJOINr PROPERTY OF DANSCO ENGINEERING, LLC AND [HE CLIENT ON THIS PROJECT. ANY RLPRODUCUON OR UNAUIHCJRILEE) USE IS PROHIBITED. REVISION: DATE DESCRIPTION 02-0309 1.00 2w7 FEC UPDATES s, REVISED UE(AILS C/53, CC/S3 & K/53 FOR WALL OFF SET 2" FROM STEP 10-20-09 1.01 REVISED DETAIL K/S3 08.31.10 1,02 UND STEEL 10.19.10 1.03 UPDArE DETAIL K/S4 VERSION NO. 1.03 /10.19.10 CA 25948 SAMUEL A. GREENBERG, P.E. #34245 THUY H, HUYNH, P.E. #60122 IRWIN J. BENSON, P.E, ,T 1gv?d r. 011 KE RI - ,�` N��°a F� A., ,�,yE,<,S1L0, ENGINEER SEAC o ai r µ i : O 5TA'rE OF a .,�4 ,•� NAS SHEET TITLE: .21- f 11 STAIR DETAILS SHEET INFORMATION: JOB NO.: 290128 DATE. ISSUED: 02.03.09 DRAWN BY: DZ REVIEWED BY: TH APPLICANT SIGNATURE w DATE imps n & _ __-_ -- _ _ - -_.- .. .. v a Orr o q •:rill+ t9 r7 10>�m � 5 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your I product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Numbers) Test Pressures 1. EXTERIOR DOORS 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the IntcMational Code CounciP Flo=()v Number Approval A. SWINGING Plastpro Inc./ Nanya Plastics Distinction Fiberglass Entry Doors FL6184-R1 +65,0!-65.0 s psf Number ThermaTru Smooth Star/Fiber-Classic FL8838-R 1 +55.0/-55.0 psf B. SLIDING ThermaTru Fla. Extruders (Milestone) Smooth Star/Fiber-Classic Series 1000 FL'12441 +47,0/-47.0 psf C. SECTIONAL Clopay Building Products Residential VkIndCode Doors W5 (8X7) FL8409-R3 FL5675-R3 F -+45.0/-45.0 psf FL10852 Clopay Building Products Residential VVindCode Doors W5 (16X7) FL5675-R3 30.0/-32.0 psf ' (Used ill Vv;r,dsfcleedsuVer 120nyoll Clopay Building Products Residential WndCode Doors (8X7) FL5675-R3 +30.0/-30.0sr (used in wind speeds over 120rly)q Clopay Building Products _W6 Residential VVinclCode Doors W6 (16x7).FL5675-R3 Hurricane Tie +37.0/-41.0 psf FL5Ei5-R3 Amarr Garage Doors Model #500 Classica (8x7) FL5427-R2 +37.0/-37.0 psf +40.1/-47.4 _ FL565-R3 Amarr Garage Doors Model #500 Classica (I W) FL5427-R2 psf -;-3-8 -4/-43.7 psf FL820-R2 Amarr Garage Doors Model #600 Stratford (8x7) FL53 22-R1 +40.1/-117.4 D. OTHER Arnarr Garage Doors Model #600 Stratford (16x7 FL5302-R1 psf +38.41-43.7 psf 2. WINDOWS HETA20 - FL1 1473 Embedded Truss Anchor HTA20 A. SINGLE HUNG Fla. Extruders (Milestone) Milestone Series 1000 SH 'td 3111 FL9262-R2+4� r. B. HORIZONTAL SLIDER Fla. Extruders (Milestone) Milestone Series '1000 Horizontal Slider. FL9236-R2 5' 0/-4;x.0 psf C. FIXED Fla. Extruders (Milestone) Milestone Series 1000 Fixed _ FL9242-R2 +45.0/_45.0 psf D. MULLION Fla. Extruders (Milestone) FE5709/5710/571'1/5712/5713/5714/5718 FL3'136-R3 + 4aApsf FL820-R2 HTS20 FE5700/5701 /5702/5703/5704/5705/5717 Heavy Truss Strap N/A NIA E. OTHER HTT16 FL1 1496 HD/Tension Tie HTT16 3, PANEL WALL HTT22 HUS410 FL11496 _ HTT22 A. SIDING B. SOFFITS Alside Kaycan Ltd. Coventr Vinyl Siding FL12103 +86.51-86.5 psf C. OTHER HUSC410 12"116" Vented Soffit -FL12'199 x70.0/-70_0 sf 4. ROOFING PRODUCTS HUSC412 ---- Joist Hanger A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444-R2 - M B. UNDERLAYMENTS LGT2 XT25 (and AR), XT30 (and AR) -- - -� N/A C. ROOFING FASTENERS LSSIJ210-2 FL11470 FL10447 -- LUGT2 D. ROOF VENTILATORS Southeastern Metal Weather VentFL11024 Slopable/Skewable Hanger Slopable/Skewable Hanger _ - FL816-R1 Florida Metal Products, Inc Vent RV10_N/A FL2075-R4 LSTA12 E. ROOFING TILES rLOSTLSTA18 A30 FL10852 Strap Tie Strap Tie N/A F. ROOF TILE ADHESIVE A36 FL10852 Strap Tie LSTA30 G. OTHER LTS12 FL10456 Twist Strap LSTA36 5. SHUTTERS LTS16 FL'10456 Twist Strap A. STORM PANELS Metal Tech, Inc Galvanized Steel Storm Panels �`- FL722-R2 Twist Strap LTW16 Alufab Galvanized Steel Storm Panels FL4804-R2 +103.0/-103.0 psf +104.0/-104.0 psf 6. STRUCTURAL FL820 R2 LTT19 Fl_1 `1496 Tension Tie -- COMPONENTS FL820-R2 LTT2.OB FL11496 Tension Tie A. WOOD CONNECTORS/ Simpson Strong -Tie � LUS26 - IF, Joist Hanger g ANCHORS USP Structural Conn,chartB. y LU5414 FL10655 Joist Hanger auger JUS26 r•. TRUSS PLATES MiTek IndustriesInc. Truss Plates chart I _ JJS414 C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam- SP FL2 -- N/A FL578-R2 Boise Eng. Wood Prod. Wood I -Joists ALLJO S I T FL1644-R2 FL1 N/A D, MATERIAL FECP Corp. (Cast -Crete) High Strength Concrete Lintels FL'158-R3 _ N/A FL822-R1 Wekiwa CP Pre -cast and Pre -Stressed Lintels - ^ FL1418-R2 rl/A N/A FL822-R1 Lott's CP Lintel FL1 2045 N/A F Commercial CP Precast & Prestressed Engineered Conc, Lintels FL1774-R2 -� _ NIA _ MTW16 Powers Steel, Inc. Power Box Lintels FL6264-R1 NIA 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 a p 2) the performance characteristics pproval, which the product was tested and certified to coo holy with, 3) copy of the applicable manufacturers FL820-R2 FL820-R2 installation requirements. Further, I understand these products may have to be removed if Tension Tie Foundation Strap MTS27B TA51 during inspection. SP1_ FL10456 approval cannot be demonstrated SPT22 APPLICANT SIGNATURE w DATE imps n & USP Cross Over Chart with Florida 1418 E, Market St.; Suite B Produuct Approval Numbers four outward. Install comer cap by Simpson Produc Florida Product 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the IntcMational Code CounciP Flo=()v Number Approval Product Description USP Product RB: Florida Evaluation, Covenny Vinyl Slding,-F'BC 2007 Number Dear Mr. Thoiripsoo; Number Tho following_ Associated Materials vinvl siding product; Coventry has been rested rand A34 FL10446 Framing Anchor MP34 Number FL822-RI ABU44 FL10849 Adjustable Post Base PAU44 FL569-R3- CS22 � FL10852 Coil Strap Tie - - RS300 FL822-R •1 H3 FL10456 Hurricane Tie requirements of the applicable code. See Section 4.2 for --- H3 H2.5 FL10456 Hurricane Tie RT16 FL5Ei5-R3 H6 FL1 0456 -�-^� Hurricane Tie RT7 _ FL565-R3 HCP2 FL10456 FL10447 Hurricane Tie LFTA6 FL820-R2 HDC18-SDS3 FL10441 Hip Corner Plate Connector Holddown HHCP2 FL817-•R1 HETA16 FL1 1473 Embedded Truss Anchor UPHD8 HTA16 _ FL817-R� HETA20 - FL1 1473 Embedded Truss Anchor HTA20 FL821-R1 FL821-R1` HGUS210-2 FL1 1468 Truss Hanger TH_DH210-2 FL821-R1 HHE T A40 FL11473 Embedded Truss Anchor Siding has an ailawilb!e negative wind load of 70 Pat (3352 Pa) [44 psf (2107 Pa) under the UBC] - HSUR/L410 FL1 0655 Heavy Skewed U Hanger -` (10 Hill),'Icinch-diameter-shank (3 mm), corrosion -resistant reefing nalle spaced 6 inches (152 film) HTS16 FL10456 Heavy Truss Strap HTW16 FL820-R2 HTS20 FL10456 Heavy Truss Strap HTW20 FL820-R2 HTT16 FL1 1496 HD/Tension Tie HTT16 FL821-R'l HTT22 HUS410 FL11496 RD/Tension Tie HTT22 FL821-R1 HUS412 FL10531 FL10531 Joist Hanger Joist Hanger HUS410 FL821-R1 HUSC410 FL10655 Joist Hanger HUS412 FL821-R1 HUSC412 FL10655 Joist Hanger ITT _ !UT FL10531 TF I -Joist Hanger THO FL815-R1 LGT2 FL1 0531 I -Joist Hanger THF FL815-R1 LSSIJ210-2 FL11470 FL10447 Light Girder Tiedown LUGT2 FL817-R1 ___ LSSU28 FL1 0447 Slopable/Skewable Hanger Slopable/Skewable Hanger LSSH31 FL816-R1 LSTA12 FL'i 0852 FL10852 Strap Tie i LSTA12 FL816-R1 rLOSTLSTA18 A30 FL10852 Strap Tie Strap Tie LSTA18 FL816-R1 A36 FL10852 Strap Tie LSTA30 FL816-R1 LTS12 FL10456 Twist Strap LSTA36 FL816-RI LTS16 FL'10456 Twist Strap LTW12 FL820- _R2 LTS18 FL10456 Twist Strap LTW16 FL820-R2 - LTS20 FL10456 Twist Strap------ L-TW18 FL820 R2 LTT19 Fl_1 `1496 Tension Tie -- LTW20 FL820-R2 LTT2.OB FL11496 Tension Tie L.TS19 FL822-R1 � LUS26 - FL10655 Joist Hanger g LTS20B , FL822-R1 y LU5414 FL10655 Joist Hanger auger JUS26 r•. FL821-R1 MBHA3.56/11.88 FL1 C866 Masonry Beam Hanger I _ JJS414 FL821-R1 META22 FL 11473 Embedded Truss Anchor NFM35X1178tJ FL578-R2 MGT FL11470 Medium Girder Tiedown HTA24-18 MUGT-15 FL859-P.1 FL11910 MST48 MST60 FL10852 _ Strap Tie KST248 FL822-R1 MSTAM36 FL10852 FL11473 Strap Tie _ Strap Tie for Masonry KST260 FL822-R1 MTS12 FL10456 _ Twist Strap AIITW12 F MTS16 MTS18 FL10456 Twist StrapL820-R2 MTW16 FL820-R2 MTS20- I -L10456 FL10456 Twist Strap Twist Strap MTVV18 _ FL820-R2 MTS30 f L10456 _ Twist Strap MTW20 �- MTVV30 FL820-R2 FL820-R2 PA5'I FL'11476 Tension Tie Foundation Strap MTS27B TA51 FL822-RI SP1_ FL10456 Stud Plate Tie SPT22 FL816-R1 FI_817-R1 SP2 FL10456 Stud Plate Tie SPT24 FL817-R1 SP4 U24 FL10456 Stud Plate Tie SPT4 FL821-R1 FL10655 Face Mount Joist Hanger FT FL11506 Epoxy - HD Titen FL2355-R3 Titen Anchor --- �l ,....^ . .x..v A 717•&46.3747 • - Fax 717.646-0355 711•a4G•374%HR MR Engineering, in<;. 1418 E. Markot St., Suite t3 York, PA '17443 'feel Beruuni, P.H., Adlnini:;tiator, Florida Building Code Commission Ted Bel man and 1\3sociatcs, LLC. 925 ;;freer, Suite lU4 blialui Beirell, 19orida 331,10 RG: Cenificatioll.of fridepermdeace Dear Mr. Berman; Installing soffit and fascia Please note: Although vinyl soffirs are manufactured wi h the some exacting standards as id vinyl products; UV Inhibitors are not added to the'dnyl formulation as soffitse not exposed to direct sunli a r _ ght For this reason, vertical or horizontal Installation of 3orflts on walls is not recommended and cannot be guaranteed. f=a__._�-� - Installing trim - Option A �alvdavn\ - / - Wheri fascia is applied without exposed nailing. / fn a \ f-Uiarx;et With upon save: Secure F -channel to Ulu exterior of the fascia with Ula to lug tasting againsl file bottom of lila Luard. Secure F-drannel on wall lovul ? J F r Will, the � f•;" ==....... channel on ,he fascia: f - Axl wau--- With closed cava: Use a J -channel in place of the F -channel at the wall. Secure all Option A channels evey 12' on center, in center of roll slots. J Installing trim Option B 4cc,e When soffit only is applied, orwhen fascia panel Is secured to underside of wood fascia. hue With open eave: Secure F•channel to the vaall and to the inside of the fascia board, a level with each other. Cut out back rf channul to f t arsund ratters, if needed, With closed eave: Subsdtule J -channels for the F -channels. I aorc�t vdil Securo all channets in the center of the nail slo(s, 12" en center. Option B Installing soffit A 1. Measure the distance between the inside of the inside and outside trims. Nlow 1/4' per side for expansion slid cut the panels to lenyth. insert parols into trims. ir. ° ^ ^• For eaves over 18" In width, you wit] need to install intermediate nailin su oris/��''��' t0 keep he soffit from sagging. 9 PP /"- 2. Inlcrlock panels as you would vertical siding. Closed soffit can to secururl every 12 on (.enter. t, 131 x 3. When fascia panel is not being applied, use an F -channel or J -channel at corners Of lila overhang to properly finish the installation. Diagonal tint use 4. V'/hen somis meet at a comer, the joint can either be diagonal (mitered) or square"'>q (both Illustrated). Both meinods.are made with J -channel or H-channeh utr 5 �1:-1 RI i! ~� !i : 1PfY Straight trim use Jcly.rsd: ktfar;c,3 ICC -ES Evaluation Report HR Engineering, Inc. tabs just below Ih0 left edye of the 1418 E, Market St.; Suite B corner cop, making cure that tabs York, PA 17443 four outward. Install comer cap by Nick'171ompson, Product Manager -Siding:`• i'vtetals 21 January 2009 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the IntcMational Code CounciP Associated Materials, LLC 4.0 INSTALLAHUN ...-....��... 3113 State Ruad edge into the undersill Mm, Cuyahoga. Falls, nhiu 442,23 4.1 General: RB: Florida Evaluation, Covenny Vinyl Slding,-F'BC 2007 Installation of the siding, including the panels, cornals, start,, Dear Mr. Thoiripsoo; strips, trim and other accessory items, shall be in accordance Tho following_ Associated Materials vinvl siding product; Coventry has been rested rand with the roan u(actur0rs published installation instructions, the applicable code and this report. In the event of analyzed in copformair" with ASTM L) 3679-05 as required by Florida Building Code a conflict totwoen the manufacturers published installation instructions 2007, paragraphs 1404.0 and 1405.13, plus Florida Residential Code 7007, paragraph and this report, this report shall govern. A copy of the 703.11 Stfuetural testing to ASTM ID 5206, as required by ASTNI D 3679, was done at manufacturers published Installation Instructions shall be on Architectural 'Testing, Inc. and is reported in 77845.01-109-40 and 82537.01-109-40. the jobsae at all times during Installation. Testing was done for Alside, Inc., Willett is owned by Associated Materials, LLC. Solid sheathing and a WOter resistive barrier shall be Coventry vinyl siding is produced in 5 configurations, Double 5", Double 5" Durehlad Provided behind the siding, as required by the upplicablu , Double 4", Double 4" DLACIllap, and 'Triple 3"; ;ill Willi a thickness of 1) 042" Guide. strengthening feonire of this product is that it has a "rolled edge nail hern", which fauns it The alluwaUtt wind loads are as noted in Uta proscriptive double thickness at thenail hem edge. requirements of the applicable code. See Section 4.2 for }tU'/C 1?Glf4rmEd. a COrrlliitlatien Wf rational and cfirrrparati-, analyst$ on this product, which' hrerudcis the, mandatory f=:quirernents. of Annex Al 1 in applications in excuse of lilt) proscriptive requimmunls or AM'M D 3679 Instaila6w must be over 5/8" rninininfn nallable sheall)in� or 4z" minhnum. plywood. 'hero the applicablo code does riot provide prescriptive 1nSCH11at10n ia5teners [most be roofing traits with 3/8" dianiewl }lead, 1/8" diameter Silank, myulr0manls. and a inji inuirri length of 1-5/8". The allowable design wind pressures for alt 5 4.2 Wind ROsistace: configurations including Dotlbte :;", Double 5" Dutchlap, D,aublr. 4", Double 4" g' Dutclhlap, a{id Triple 3" are +/-173 psf for 8" :;find spacing, 4,115.3 psf foi 12" stud • inti Chapter 16 of thu lee, SBC, LIBC or DNBe or Section 30!.2.1.1 of til, IRC. In areas where the basicwind sfiacin,g, and +/,86.5 psf for 16" stud spacing. fn onjur to achieve these ,ressur i I 1 e all speed (3- Second gust do not exceed -100 mph (45 mis) NO miles par , suds mu4t ave nails'in,tllenl and all nails must be in studs. hour (36 m!s) (fastest m!lo) undo[ Ulu UBCI, and Ulu building The above Values Call be compared direetly to the required wind loads in Chapter lfi of height Is less than or equal to 40 feet (12 192 limn) in the Florida Building Code, I trust that this information is sufficient for the project needs. Exposure C areas, inslallution must comply will] the If thele are any questions about this report, of- if anything additional is required, please --. advise err,. r:...-- Sincerely yours; ) a, amasv,horo the basicwlrvilead('3-Second gust) islesu than Allen N. Reeves, P.E. 110 mph (49 m/s) In Exposure B, and does not exceed 90 Structural Engineer 3 `• ANR:aar mph (40 m/s) In Exposure C or 05 mph (51 Inds) in Exposure Florida License No. 19354 Ce: 090(0005 D. Forapplfcations in excess oHhe prescriptive raquiremerts, the design must be In accordance vertical siding and soffits manufactured from dgid polyvinyl chloride (PVC) Willi IRC Section R301.2.1. 1. confum ing to Ulu roquirwriunts of ASTM D 3x79. The aiding used as an exterior wall covering over solid sheathing and 711•a4G•374%HR MR Engineering, in<;. 1418 E. Markot St., Suite t3 York, PA '17443 'feel Beruuni, P.H., Adlnini:;tiator, Florida Building Code Commission Ted Bel man and 1\3sociatcs, LLC. 925 ;;freer, Suite lU4 blialui Beirell, 19orida 331,10 RG: Cenificatioll.of fridepermdeace Dear Mr. Berman; Installing soffit and fascia Please note: Although vinyl soffirs are manufactured wi h the some exacting standards as id vinyl products; UV Inhibitors are not added to the'dnyl formulation as soffitse not exposed to direct sunli a r _ ght For this reason, vertical or horizontal Installation of 3orflts on walls is not recommended and cannot be guaranteed. f=a__._�-� - Installing trim - Option A �alvdavn\ - / - Wheri fascia is applied without exposed nailing. / fn a \ f-Uiarx;et With upon save: Secure F -channel to Ulu exterior of the fascia with Ula to lug tasting againsl file bottom of lila Luard. Secure F-drannel on wall lovul ? J F r Will, the � f•;" ==....... channel on ,he fascia: f - Axl wau--- With closed cava: Use a J -channel in place of the F -channel at the wall. Secure all Option A channels evey 12' on center, in center of roll slots. J Installing trim Option B 4cc,e When soffit only is applied, orwhen fascia panel Is secured to underside of wood fascia. hue With open eave: Secure F•channel to the vaall and to the inside of the fascia board, a level with each other. Cut out back rf channul to f t arsund ratters, if needed, With closed eave: Subsdtule J -channels for the F -channels. I aorc�t vdil Securo all channets in the center of the nail slo(s, 12" en center. Option B Installing soffit A 1. Measure the distance between the inside of the inside and outside trims. Nlow 1/4' per side for expansion slid cut the panels to lenyth. insert parols into trims. ir. ° ^ ^• For eaves over 18" In width, you wit] need to install intermediate nailin su oris/��''��' t0 keep he soffit from sagging. 9 PP /"- 2. Inlcrlock panels as you would vertical siding. Closed soffit can to secururl every 12 on (.enter. t, 131 x 3. When fascia panel is not being applied, use an F -channel or J -channel at corners Of lila overhang to properly finish the installation. Diagonal tint use 4. V'/hen somis meet at a comer, the joint can either be diagonal (mitered) or square"'>q (both Illustrated). Both meinods.are made with J -channel or H-channeh utr 5 �1:-1 RI i! ~� !i : 1PfY Straight trim use Jcly.rsd: ktfar;c,3 ICC -ES Evaluation Report tabs just below Ih0 left edye of the ESR -1495 corner cop, making cure that tabs Relssued November 1, 2008 four outward. Install comer cap by This roport is sold)/ef,'t t0 rd-d.'(flrfrirriillorr If, nvc y(iar,. 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the IntcMational Code CounciP DIVISION: 07-411ERMAL AND MOISTURE PROTECTION 4.0 INSTALLAHUN ...-....��... Section: 01460- Siding edge into the undersill Mm, i lir meal w �t h" ff� 4.1 General: REPORT HOLDER: Installation of the siding, including the panels, cornals, start,, KAYCAN LTD• strips, trim and other accessory items, shall be in accordance ONE MEMORIAL DRIVE with the roan u(actur0rs published installation instructions, the applicable code and this report. In the event of RICH FORD, VERMONT 05476 a conflict totwoen the manufacturers published installation instructions (BUZ) 640-7010 and this report, this report shall govern. A copy of the svH y.l aycan.c 1 manufacturers published Installation Instructions shall be on identified by a stamp LearftJg the Kaycan Ltd. name and/or the jobsae at all times during Installation. EVALUATION SUBJECT: Solid sheathing and a WOter resistive barrier shall be KAYCAN PVC SIDtP10 Provided behind the siding, as required by the upplicablu (ArchilechralTesting,Inc.). and the evaluation report number (ESR -1495), Guide. 1.0 EVALUATION SCOPE The alluwaUtt wind loads are as noted in Uta proscriptive requirements of the applicable code. See Section 4.2 for Compliance with the following codes: applications in excuse of lilt) proscriptive requimmunls or 2tiou international, rJuddba� Code, (IBC) 'hero the applicablo code does riot provide prescriptive myulr0manls. 406 inle,nutional Restdortial Cods (IRC) 4.2 Wind ROsistace: 1907 UniRunl Buiitl.%ng Cede"a (UBC) Design wind pressures must be determined in accordance a aeons National Bn ding Ccxto/1999 (Banc • inti Chapter 16 of thu lee, SBC, LIBC or DNBe or Section 30!.2.1.1 of til, IRC. In areas where the basicwind 1999 Slotdard Building codes (6UC) speed (3- Second gust do not exceed -100 mph (45 mis) NO miles par Properties evaluated: hour (36 m!s) (fastest m!lo) undo[ Ulu UBCI, and Ulu building height Is less than or equal to 40 feet (12 192 limn) in • Exterior veneer Exposure C areas, inslallution must comply will] the • Wind resistance proscriptive requirenio[ s of IBC Section 1405.13, UPJOC Section 1406.3.3, SBC Suchen 1403.0 or UBC Sec:llun 1405, 2.0 USES as applicable. Y.aycan PVC Siding is used as an exterior veneer and as In jurisdidluna,nhlrcin� Ina IRC, installation nru,h comply with the prescriptive requirements of IRC Section 8703.4 for closure material on the utdulside of exterior roof eavus (soffits)• amasv,horo the basicwlrvilead('3-Second gust) islesu than 110 mph (49 m/s) In Exposure B, and does not exceed 90 3.0 DESCRIP TIOP1 mph (40 m/s) In Exposure C or 05 mph (51 Inds) in Exposure Kaycan PVC Siding is hntl7onta!arU lap D. Forapplfcations in excess oHhe prescriptive raquiremerts, the design must be In accordance vertical siding and soffits manufactured from dgid polyvinyl chloride (PVC) Willi IRC Section R301.2.1. 1. confum ing to Ulu roquirwriunts of ASTM D 3x79. The aiding used as an exterior wall covering over solid sheathing and For applications in excess of the prescrlplive requirements,Is the Kaycan PVC as soffit. The sluing has a plain- or wood -grain h;xture and is Siding has an ailawilb!e negative wind load of 70 Pat (3352 Pa) [44 psf (2107 Pa) under the UBC] avallab]o III various colors vtUh Indsl him, tomuls, and starter strips. Thepanels areaminimum of0.0,10lneh(1 whet, attached to a coda -complying, minimum %Inch -thick (10 nun) thick. Lengths rings front 10 to 12.5 feet (3048 to 3010 mon). aro ro formed with an upper edge hiring mol), structural -rated USB sheathing. The siding shall be attached with 1'/, iik:h-long (38 mm), 4/„incindlameter head nail sluts and a lower edge thathooksInto the upper ridge oftholower eoursO. (10 Hill),'Icinch-diameter-shank (3 mm), corrosion -resistant reefing nalle spaced 6 inches (152 film) The siding Is produced fn different profiles as described in Table 1 of this report. un center. The structural sheathing and framing to which the siding. Is attached are outside the scope of this report. cceor r nu , t r rimose„ y rise, t t - as nuu Fwr, r+sroo.,, d, l ,tri.:xrru,ra,r" - r ,rytyrcca J.,v,.rr.,u.tr,..:•1+wsw:,.t%,.✓,,,r � (�/si(ye Gip)i gift Pl2U,a u'ncc5iq `"-- P Fax 117.846'0355 22 January 2009 In conformance with Rule 9B-72.110, F.,\.(: Criteria for Certification of independence", 1 offer thou following. I am a registered prOfe;sional engineer in, the state or Florida ,vich license ntunber 19354. [ work (ti a Lwo person I;01154111)', slrucluhat engineering firm,'"lift Lngil.eerut$, Inc.", of which lam thernajori(y owner. In lily work perfonning all evaluation, ( do not have, nor will 1 acquire, a financial iutemst in any company manufacturing or distributing pruducts for which the 11) If, are tieing i , u,d. In nay work performing am evaluation, 1 do not have, nor will I acquire, a financial interest in any other entity involved in tire approval process of the product, I trust that this is sufficient for the Floticlu Buihlin g Code CundnissiUn's requirenherds. If these are any questions about Ihis certification of independence, or if a lytlting additional i5 required, please advise Inc, Sincerely yours; P11Z E;nginesriug, Inc. Allen N. Rul;ves, P.E. Chief Engineer ANR:anr Cc: Associaa;d ivlaterials, LLC 09010005 installing soffit and fascia Installing fascia I. Insiad an undersill dim at the top of the fascia board. 2. Measure dlAsnoe frem the bottom of the F•ehannel to the top of the uudenrli [fill), and than subtract 1/4' for deararce. Cul panel to ,vidth 3. perforate the cut edye using snap -lock punch approximately Overt' 8', ensuring the 'tabs face Outward. 4. Hook the leg of the fascia panel over the F -channel, and snap the labs into the under !I s I tarn. If soffit isnot being installed, heck the fascia directly over the fascia board. An allarnaiive to soap -Pock punch attachment is to slide the top of tie fascia behind metal drip -edge. Overlapping fascia 1. Qverlep fascia by culling the bottom edye of the undedaying panel, leaving a 1 112" tab to be inserted in!u overlapping panel. 2.Overlap 3/4' (half the distance Of he hutch), untler'3J14un 112"v- "nn el Fasda installation Lapping fascia j To maka earner ceps, cut a piece of vinyl fascia Unit is 5 112" lung 1. Mark lie vertical c nr nine on the back of Ire piece. p 1 .5 2. Cut a 90's hon of the bottom flange rrcm the center, leaving a 45' angle on differ sldo, j 3_ Ura a hand reamer or metal shai3htadya to fc!d fascia piece along vortical ccmtedine to mace a right-angled corner. 4. Using a snap•Icck punch, mako tabs just below Ih0 left edye of the Page 2. of 2 corner cop, making cure that tabs { four outward. Install comer cap by t locking die bo lcm over the existing 6.0 EVIDENCE SUBMITfED F -channel and snapping he tope o CL edge into the undersill Mm, i lir meal w �t h" ff� u:nditons: 2 s ,. 5,1 rhe siding is limillld to InstallaCons on buildings of typo Guideline for Vlnyr SI ding (AC37), datud October 2006. Fascia Overlapping ESRd495I Must WidoryAccupfedand Trusted '""'-' ------ Page 2. of 2 WindOslelenco of (hu scilit panel; is outside the scope of Otis report. 5.4 The siding is manufacturedfn Richford, Vermont, under 5.0 CONDITIONS OF USE a quality contrul program wig] inspections by Architectural resting Inc, (AA -670), ThaffaycanPVCSldingdescribed Inthis report compiles with, 6.0 EVIDENCE SUBMITfED a or Is suitable alternative to Wfiat i9 spuciriodln, thus codes o CL listed 11) Sar,Uoll 1.0 of tills report, subject to the fulk"Ing 6, I Manufacturers published installation insln,uUons. u:nditons: 6.2 Uats In accordance with 1110 ICC -ES Evaluation 5,1 rhe siding is limillld to InstallaCons on buildings of typo Guideline for Vlnyr SI ding (AC37), datud October 2006. V -B (IBC), Type 58 (BNBC), Type `/I (SBC), and Type V -N (l ccnstrucuon, and to construction 6.3 Quality documentation in accordance with the Acceptance permitted by the IRC, as applicable. Criterla for Quality Documentation (AC10). 5.2 The extorter walls shall on braced or sheathed to resist 7.0 IDENTIFICAHON racking loadsn'ith approved matad,I, in accordance The Kaycan PVC Siding described in this report shall be With of the applicable code, identified by a stamp LearftJg the Kaycan Ltd. name and/or 5.3 The siding shall be Installed only on exterior walls over yOn trademark, the product type, the statement 'Confomis to AS'rMspeclficalionD3079,'thaslatement"ConfomlocsUBC build sheathing capable of resistingdesign wind pressures bud, positive, and negative. The Standard 14-2', the name of the inapecton agency sheathing shall be covered wit!' a water-mslslivu barrier, as (ArchilechralTesting,Inc.). and the evaluation report number (ESR -1495), required by the appllcable code. �p MILE 1-KAYCAN PVC 5IUING ICC EVALVAT10iN SERVICE, TNC. EvAuare, a Inform 1 Procccc Loa An, rw 0walaa/ncgtornl Ofncc. 5160 Workman 'M,11 Rao:«! a'7/hiaicr, CA WUI (562) 09.043 plum. _ (562) 695-1694Yox Certification of Independence for Evaluation ICC Evaluation Service, Inc.. (1) ICC Evaluation Service, III(;.. 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 aria issued. (2) ICC Evaluation Service, Inc., is not owned, operated or controlled by any company manufa Wturing or distributing products it evaluates. (3) ICC Evaluation Spruce, 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 Willer entity Involved in the approval process of the product. lin (`torso - President ICC Evaluation Service, Inc. Itue: hc,u R.aL,»t rink a )JIA W.,Arum All fio:4. 11n w)01 . (Jin) oiwu .rww.i:G-ct.,tty n,';-1 erlka u 9cV .Vn:.r,l, P-4. s-,:, A. 7. ,ttia,,, Al AO , nrl) 1 (2071 1v9 ;ecV R.sl.a1»IUM11 nSell IN— FF.am At J. C.�„n cl„uII.IL. Ilio..,.;0077. 17041191.1 JO) N o CL 0 o 7 -�-. U U) Q7 -0 p U O M 7LD Cn _0 © 0 O �p O Cn .S� W W SHEET NO. A0" a Q d - w 1 r co I L0 0)