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13-1396-0500 cn 0 �i to U LLJ LLJ I �n I rd 0 i I a- u cn i0 rn 0 0 U� J a. L(7 0 0 r- un LO In 0 cv :cn 0 G �cn cll O L_. w CL LL N I rn �J. rf� 0 0 0 c7 c� r_ r w w Z_ W w cn U U CL NOTES I. FOR GENERAL NOTES, REFER TO SHEET 5 -1.0. 2. FOR TYPICAL DETAILS, REFER TO SHEET 3. CENTERLINE OF COLUMNS AND /OR WALL SHALL COINCIDE WITH THE CENTER LINE OF BEAMS AND /OR FOUNDATIONS BELOW. 4. CENTERLINE OF BEARING WALK OR COLUMN BELOW 15 CENTER LINE OF WALL OR COLUMN IN THIS LEVEL UNLESS OTHERWISE NOTED. 5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. b, FOR EXACT LOCATION Cr- ANY OPENING AND /OR EQUIPMENT, COORDINATE WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. 1. FOR NON LOAD BEARING MASONRY WALLS AND /OR PARTITIONS, REFER TO ARCHITECTURAL DRAWINGS. 8. FLOOR/ROOF SYSTEM CONSIST OF A!$%" CDX PLYWOOD SHEATHING NAILED W /(S)d RING SHANK NAILS AT 6 "O /C, (4" AT PERIMETER) OVER PRE - ENGINEERED WOOD TRUSSES. S. SUPERIMPOSED ROOF LOADS: LIVE LOAD: ---- - - - - -- 30 PSF DEAD LOAD----- - - - - -- 20 PSF 10. ALL TRUSS UPLIFT PROVIDED ARE PER ASCE 1 -10, SERVICE LOADS. TRUSS ANCPOE SCHEDULE MARK TYPE QUANTITY NOA No./ FL. APPROVAL ALLOWABLE LOAD V Y • ® NOT USED U =6000" SEE DETAIL ® SEE TYPICAL DETAIL SHEET 5 -5.0 U= 90000 SEE DETAIL © NOT USED U=118650 SEE DETAIL • • Y Y NU -VUE, NVHTA -1 6 1 12- 013032 U =2649" (12)10dx15* STRAP ((o)10dx15* SEAT E� NU -VUE, NVSTA -16 1 12- 013032 U =1426" (9)10dx15* STRAP ((o)10dx15* SEAT USP, RFUS I FL 6223 U =5500" (4 )3/4"x6" WEDGE ANCHORS BY POWERS INTO GONG TB (12)'4 "x3" WD SCREWS INTO TRUSS Q NU -VUE, NVHTA -24 I 12- 013035 U =3111" (IS)10dxI5* (2) STRAPS ((o)10dx15* SEAT Fo \\,D xt, ire i �o O 0 i I � I O � 0 a = 6' -0" ZONE 1= -50.0 PSF ZONE 2 = -51.0 PSF ZONE 3= -81.0 P5F -ALL ROOFING UPLIFT PROVIDED ARI= PER ASCE 1 -10, SERVICE LOADS. F�OOFIN(S; UFLIFTS ALAN 5G4LE: 3/32 " =1l -011 0 J X001 FLAN SCALE: 1/411=1'-011 �1 U =1122 LB, G =6231 LB USE STRAP TYPE "B" U =3432 LB, G =365& LB USE STRAP TYPE 111711 U =2103 LB, G =2242 LB USE STRAP TYPEIlGll 4i � D S -(o E S-6 U =&51 LB, / G =115 LB TYPE USE STRAP -Z 11 LE [ PRE - ENGINEERED S -� WOOD ROOF TRU55E5 *24" O /C. ;2 TRUSS GIRDER PRE-ENGIN) =FRED WOOD ROOF TRUSSES *24" O /C. (5) ROWS OF 2 "x4 "/ TOP 1 BOTTOM CHORD HORIZ. BRIDGING (TYP) PRE- ENGINEERED WOOD ROOF_i Lu TRUSSES *24" O /C. U =3123 Le, m I G =3325 LB USE STRAP TYPE 'r-11 — — — — — TB- CEL. + ' -11 ") //A/r PRE - ENGINEERED "WOOD ROOF 15' -0" OF B IN REQ' . 5:12 TRUSSES *24" O /C. 5:12 U =3432 LB, /// G =3656 LB LEDGER USE STRAP I TYPE "B" TB -1 (EL. +2 -511 TYPE "F" — — — — U =1020 LB, G =1061 LB USE STRAP TYPE "D11 U =3432 LB, G =365& LB USE STRAP TYPE IlFll U =1122 LB, G =6231 LB USE STRAP 1- IM M 11811 �I o F OH. -1 (E .+23'-1' — -1 jc� PRE- ENGINEERED WOOD ROOF I I TRU55E5 *24" O /C. U =3123 LB U =1563 LB, G =1165 LB �) I PROVIDE 32' LB USE CU THD2a FL 132E6 T �3STRAP W /(28)16d * LEDGER TYPE llE" G TYPE "F" I w (I( )10dxl * TRUSS E I "All _ L GER FW C S -5 T *2411 PRE - ENGINEERED — °� WOOD ROOF TRUSSES *24" O /C. 5-1( .+23' 9 U =851 LB G =115 LB /TYf=`E "Ell P II 020 G-I 1 uIi USE ( THD2 L I? �- W/l )Ibd LED bA0 ii • c PRE- FIN DS rYDr nRi u / N 0I �b 1� 'PAP OH. OH. •Y•• ••r • • •s••• ••• V W V V Y • v r O V V V V Y • • Y V • V • U � . v -.. u.. -aEa.. u W V u u u V- V V k• • • V G u V u • • V V V (+ W V V V U Y V V V YV V Y {V • V u V V • Y Y Y • U =1122 LB, G =6231 LB USE STRAP TYPE "B" U =3432 LB, G =3658 LB USE STRAP TYPE "F" U =1020 LB, G =1061 LB USE STRAP TYPE "D" U =3432 LB, G =3656 LB USE STRAP TYPE 1:11 F U =1020 LB, G =1081 LB USE STRAP TYPE "D11 U =3432 LB, G =3656 LB USE STRAP TYPE 1 111 U =1122 LB, G =6231 LB USE STRAP TYPE "1511 O O V 4REV18I0 NSo • V V V (0 O Y V V W V V Y • v r O V) ry 0 V G 4 uYrr • • • Y Y V Y cv) 4 U Y U V Y V UV V' U =1122 LB, G =6231 LB USE STRAP TYPE "B" U =3432 LB, G =3658 LB USE STRAP TYPE "F" U =1020 LB, G =1061 LB USE STRAP TYPE "D" U =3432 LB, G =3656 LB USE STRAP TYPE 1:11 F U =1020 LB, G =1081 LB USE STRAP TYPE "D11 U =3432 LB, G =3656 LB USE STRAP TYPE 1 111 U =1122 LB, G =6231 LB USE STRAP TYPE "1511 O O V 4REV18I0 NSo BY N (0 O �r Y..vvr • • 13055 V Y • .......j V VVV V VVVV • O V) ry Q Lo ° —n w V1 O 0 O t r z 0 t n C d Z r w w U Z El w C m w Z d 0 O z 0 0 w n t^ V _z w C Lu o � r r U C) J o I.L.. 0 " 0 w U 0 ­T d — oz 0 0 C1 (s) w J L 0 0 hl 00 —n W (1) z z I� I 1 J' I • i cl- ROOF PLAN cn u w 0 o' PMMENGINEERS CONSULTINGi STRUCTWRe-"i4 ""' PI NG 6262 � MIAK ,eE-4,' � %3 0 6 . 5•f X994 5 PH 0 /R1 #1 FX; ) 675- • = r� • , ,! • C i I 1 � .•{,_ . i • % . PAULA. M�f7T�NE� +� FLORIDA REG. No. 4265�f��' PMMCE JOB # 13055 w 0 SCALE A5 NOTED N (0 O JOB 13055 0 .......j ((M O V) ry Q Lo ° —n cv) W LL J z LL wC[ U O p W W ui W 0) co N L0 Lf) ONcf) J O W ..� r W '" 0 � Z t/7 0 Z 0 = O 0 W W 111A 11 U CD r � w V1 O 0 O t r z 0 t n C d Z r w w U Z El w C m w Z d 0 O z 0 0 w n t^ V _z w C Lu o � r r U C) J o I.L.. 0 " 0 w U 0 ­T d — oz 0 0 C1 (s) w J L 0 0 hl 00 —n W (1) z z I� I 1 J' I • i cl- ROOF PLAN cn u w 0 o' PMMENGINEERS CONSULTINGi STRUCTWRe-"i4 ""' PI NG 6262 � MIAK ,eE-4,' � %3 0 6 . 5•f X994 5 PH 0 /R1 #1 FX; ) 675- • = r� • , ,! • C i I 1 � .•{,_ . i • % . PAULA. M�f7T�NE� +� FLORIDA REG. No. 4265�f��' PMMCE JOB # 13055 w 0 SCALE A5 NOTED DATE 1 1/12/13 JOB 13055 SHEET S -4.0 OF SHEETS MAUL M. SOTOLONGO • AR -7712 JENNIFER MALLON SALMAN • AR -17111 N LI Z lu J