STEEL BEAM CHANNEL ANGLE SQUARE OR RECTANGULAR HOLLOW SECTION CIRCULAR HOLLOW SECTION, PIPE CITY OF GAINESVILLE/ GAINESVILLE REGIONAL UTILITIES

Similar documents
C-201 Sheet Bar Measures 1 inch

JEA - BARTRAM RE-PUMP FACILITY POTABLE WATER STORAGE EXPANSION STRUCTURAL STORAGE TANK PLANS

624' - 0" 2 A ' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0"

CONSTRUCTION DOCUMENTS

DETAIL B DETAIL A 7 8 APPLY PRODUCT ID LABEL SB838XXXX ADJ FOUR POST RACK SQUARE HOLE RAIL B REVISION

LONG LEG BACK TO BACK AB ANCHOR BOLT A/E ARCHITECT/ENGINEER DEAD LOAD LONG LEG HORIZONTAL ABAN ABANDON DOUG FIR DOUGLAS FIR ABBRV ABBREVIATION

EXAMPLE 87.5" APPROVAL SHEET APPROVED BY /150HP DUAL VFD CONTROL ASSEMBLY CUSTOMER NAME: CAL POLY SLO FINISH: F 20

KEYNOTES: SEE CHART CONTINUOUS APOXY SEALANT ALL AROUND LOOSE STRAP MASONARY ANCHOR STEEL FRAME GROUTED SOLID 7 5/8" SEE FRAME ELEVATION

STATE LOCATION MAP VICINITY LOCATION MAP PROJECT DESCRIPTION AND GENERAL NOTES

COMPOSITE STEEL BEAMS

STRUCTURAL GENERAL NOTES

Amphenol Canada Corp.

COLLEGE OF NURSING EXTERIOR A


A302 A302 A201 A111D A111A VESTIBULE STUDENT LOBBY 300 GENERAL CLASSROOM CORRIDOR CORRIDOR 403 CAREER COUNSELOR 302B FEC OFFICE RECEPTION

Footing Schedule (2500 PSF) Type Mark Width Length Thickness Reinforcing

DRAWING LIST GENERAL NOTES CIVIL ENGINEER AIR FORCE CENTER COVER SHEET PRE - FINAL MAY 2018 C-1 NOT FOR CONSTRUCTION

AIR FORCE STANDARD DESIGN MILITARY WORKING DOG FACILITY

LIVING/DINING 23'-6" x 13'-1" W/D M&E METER CLOSET OPT. PANTRY W/D. LIVING/DINING 23'-6" x 13'-1" ROOF TOP TERRACE AREA SQ. FT.

SHUL OF STRUTURL SPIL INSPTIONS. SPIL INSPTIONS / TSTING - SPIL STRUTURL INSPTION SHLL NOT RLIV TH OWNR OR THIR GNT FROM RQUSTING TH JURISITION UILING

Present state Next state Q + M N

CEDAR ISLAND / KEATON BEACH TAYLOR COUNTY, FLORIDA POST-HURRICANE HERMINE EXAMINATION SURVEY FY16 4-FOOT PROJECT

Prospective Bidders. Wold Architects and Engineers

S-1 DOLLAR GENERAL FOUNDATION PLAN GENERAL NOTES FOOTING SCHEDULE DELMAR DR. & SCHOOL LANE FOLCROFT, PA A.1 WALL FOOTING SCHEDULE

FP-000 FLORIDA ADMINISTRATIVE CODE CHAPTER 61G15-32 NOTES 1. Infrastructure Criteria Package - Drawings. Pinellas County Jail Phase I

Designing A Concrete Arch Bridge

RAMS C, 16 GA SLITTER 23

GENERAL DESIGN CRITERIA AND CANTILEVER SIGN SUPPORT STRUCTURES

135-91G00N ONE-WAY CUSTOMER UNIT FOR VAT 30GX AND Easy-aire 10GX

12 - M G P L Z - M9BW. Port type. Bore size ø12, ø16 20/25/32/40/50/ MPa 10 C to 60 C (With no condensation) 50 to 400 mm/s +1.

DES MOINES SOCIAL CLUB

Using the Printable Sticker Function. Using the Edit Screen. Computer. Tablet. ScanNCutCanvas

(PP/2-1)x S(PP) SIGNAL CONTACTS 0.50 FRONT POLARIZATION KEY SEE TABLE DIM A ( 10.00) D D

CONSTRUCTION UNLESS NOTED

DYNAMIC PROTOTYPE DEVELOPMENT RPA GENERAL MAINTENANCE HANGAR DRAWING LIST

DYNAMIC PROTOTYPE DEVELOPMENT CIVIL ENGINEER SQUADRON - EXPLOSIVE ORDNANCE DISPOSAL

12. MASONRY NOTES: 1. STRUCTURAL STEEL: ASTM A992 FOR WIDE FLANGE SHAPES; ASTM A36 ELSEWHERE. 2. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B.

EE1000 Project 4 Digital Volt Meter

Sugimura Finney Architects

Thru CENTER OF SPHERICAL END ±.002 Cylindrical hole depth SMOOTH TRANSITION

NOTE: ONLY RIGHT IDLER (CONFIGURATION A) ARM SHOWN IN VIEWS ON THIS PAGE

ISSUES/REVISION DATE HOUSE HOUSE G.C.= 1898 SF + - FUTURE GARAGE = 336 SF + - TOTAL G.C.= 2234 SF + - TOTAL HABITABLE SPACE = 3514 SF ' SETBACK

A100 ARCH 3610 ADV. DETAIL STUDIO ISOMETRICS. 6 Date Drawn by. Author Checked by. Checker. No.

7. WIND LOADS PER UFC TABLE E-1

COVERSHEET & DRAWING LIST

DUET WITH DIAMONDS COLOR SHIFTING BRACELET By Leslie Rogalski

Paths. Connectivity. Euler and Hamilton Paths. Planar graphs.

ABBREVIATIONS NOTE: ALL SYMBOLS AND ABBREVIATIONS ARE SUBJECT TO MODIFICATIONS ON OTHER DRAWINGS.

(2) If we multiplied a row of B by λ, then the value is also multiplied by λ(here lambda could be 0). namely

ROOM NAME A2.0 A1.10 3'-8" UNIT 2A PROVIDE PERFORATED AND SLEEVED PIPE FOR CONNECTION TO FUTURE RADON MITIGATION SYSTEM. UNIT 1A UNIT 1A 104

BASIC CAGE DETAILS SHOWN 3D MODEL: PSM ASY INNER WALL TABS ARE COINED OVER BASE AND COVER FOR RIGIDITY SPRING FINGERS CLOSED TOP

1 Introduction to Modulo 7 Arithmetic

BASIC CAGE DETAILS D C SHOWN CLOSED TOP SPRING FINGERS INNER WALL TABS ARE COINED OVER BASE AND COVER FOR RIGIDITY

ALDI Inc. - Columbia, TN Store No S. James Campbell Blvd. Columbia, TN 38401

TCI SERIES, 3 CELL THE COOLING TOWER CO., L.C. TCI 3 CELL SERIES GA

BAYVIEW SENIOR CITIZENS CENTER

BUILDING & ZONING: VILLAGE OF SILVERTON WATER & SEWER: G.C.W.W CENTRAL PARKWAY, CINCINNATI, OH (513)

METROPOLITAN WASHINGTON AIRPORTS AUTHORITY

CONNECTOR SYMBOL A SPLICE WIRE GAUGE CHART:

MR 7 CONCRETE WASH EDGE BIKE RACKS FOR 20 BIKES MR 7 ELECTRICAL, PLUMBING, FIRE PROTECTION ENGINEER ATTENDANT BOOTH MR 8 EXISTING EQUIPMENT ENCLOSURE

Constructive Geometric Constraint Solving

Delano Public Schools New Delano Intermediate School

TABLE OF CONTENTS ASSEMBLY INSTRUCTIONS SHEET 1 OF 8 TABLE OF CONTENTS PAGE NUMBER DESCRIPTION B 2 PARTS LIST AND LAYOUT 3-5 PARTS A-D DETAIL DRAWINGS

B.M. WILLIAMS PRIMARY SCHOOL ADDITION

STRUCTURAL ENGINEER ARTISAN ENGINEERING 120 GRAHAM WAY, SUITE 124 SHELBURNE, VERMONT PHONE:

CS 5500 LOBBY CASH DISPENSER STANDARD AND FULL HEIGHT - FRONT LOAD

, each of which is a tree, and whose roots r 1. , respectively, are children of r. Data Structures & File Management

th Avenue Seattle, WA 98122

b. How many ternary words of length 23 with eight 0 s, nine 1 s and six 2 s?

Module graph.py. 1 Introduction. 2 Graph basics. 3 Module graph.py. 3.1 Objects. CS 231 Naomi Nishimura

Sugimura Finney Architects

An undirected graph G = (V, E) V a set of vertices E a set of unordered edges (v,w) where v, w in V

OPERATING HEAD CODE SIDE ROTARY COUNTRY USE CODE US, CANADA, MEXICO ALL OTHER APPROVED COUNTRIES

Why the Junction Tree Algorithm? The Junction Tree Algorithm. Clique Potential Representation. Overview. Chris Williams 1.

L-000 SEAWALK EAST BRIDGE PARK HABITAT ISLAND SEAWALK WEST OVERVIEW PLAN LANDSCAPE DEPT. OF LABOR COVE BEACH DEPT. OF FISH & GAME GASTINEAU CHANNEL

ALDI EXPANSION FINAL STIE DEVELOPMENT PLAN OVERLAND PARK, KANSAS 8333 WEST 95TH STREET PLANT SCHEDULE

B.M. WILLIAMS PRIMARY SCHOOL ADDITION/ RENOVATION

COMPLEXITY OF COUNTING PLANAR TILINGS BY TWO BARS

HVAC DEMOLITION KEYED NOTES:

NMEA 2000 GATEWAY ASSEMBLY

WATER CONNECTION AeccDbCogoPoint (AeccLand80) ELEV. = 2107'-3" ELEV. = 2109'-0" 6 7" 5 11" ELEV. = 2111'-4" STAIR LANDING

0.1. Exercise 1: the distances between four points in a graph

TRILLIUM HOSPITAL ADMINISTRATION BUILDING

8-3/8" G HANDHOLE C A 1 SUCTION STEEL BASE TABLE OF DIMENSIONS

7 ACM FOR FRAME 2SET 6 FRAME 2SET 5 ACM FOR MAIN FRAME 2SET 4 MAIN FRAME 2SET 3 POLE ASSLY 1 2 CROWN STRUCTURE ASSLY 1 1 CROWN ASSLY 1

24CKT POLARIZATION OPTIONS SHOWN BELOW ARE REPRESENTATIVE FOR 16 AND 20CKT

Module 2 Motion Instructions

Nefertiti. Echoes of. Regal components evoke visions of the past MULTIPLE STITCHES. designed by Helena Tang-Lim

Aquauno Video 6 Plus Page 1

Cycles and Simple Cycles. Paths and Simple Paths. Trees. Problem: There is No Completely Standard Terminology!

RELEASED FOR VENDOR BID. NOT FOR MANUFACTURE. T. O'Connell - 1/11/2013

TRUE NORTH PLATFORM NORTH CABLE FREE ZONE

NEW RESIDENCE HALL I-001 FINISH LEGEND ABBREVIATIONS GENERAL FINISH NOTES

PROPOSED WILLOW PARK RENOVATION PROJECT

Algorithmic and NP-Completeness Aspects of a Total Lict Domination Number of a Graph

IWW - JACKSONVILLE TO MIAMI IWW CUT DA-9 AND BAKERS HAULOVER INLET DADE COUNTY, FLORIDA HYDRO EXAM SURVEY FY17

G.3 G EW01 P09 P05 EW01 P01 P01 P P05 P01 EW01 P02 EW01 P01 P01 EW01 EW03 EW01 EW01 EW03 EW01 EW03 P01 P03 CONSULTANT:

Teile und Zubehör - Einbauanleitung

160 SSC Variable Speed Drive (Series C)

Outline. 1 Introduction. 2 Min-Cost Spanning Trees. 4 Example

Transcription:

c Jones dmunds 2234 OLUMN IN STION ONRT NS STL OLUMN STION OLUMN STRTS HR OLUMN NS HR ONSTRUTION JOINT OR O SUPPORT L dh, MIN S TL NOT 1 ONSTRUTION JOINT OR O SUPPORT L dh, MIN S TL NOT 1 MOMNT ONNTION d NOT 2 d 5/25/2011 3:04:26 PM user: YM pcf: MK_HYRI_STRUT pltcfg: P S WTS MONO.PLTG file: J:\PYNSPRIRI\S-01.GN model: SHT version: LTR. T RVISIONS Y PPR. SIGN RWN 1 2 STL SYMOLS 3 STION PLN VIW LVTION STL M HNNL NGL SQUR OR RTNGULR HOLLOW STION PRSS SL RIS SL IRTION O SPN ONRT WLL OLUMN OOTING 5 6 ONRT SHUL MRKS 7 IRULR HOLLOW STION, PIP 9 STL MMRS 10 ONRT SYMOLS 11 HK 730 N WLO RO, GINSVILL, LORI 32641 / (352) 377-5821 4 SPN MRK 12 LIMIT O K OR ITY O GINSVILL/ GINSVILL RGIONL UTILITIS OLUMN SWTWTR RNH/PYNS PRIRI SHTLOW RSTORTION HNG O SL LVTION TOP O SLOPING SL OTTOM O SLOPING SL HNG O SL THIKNSS LOOR OR WLL OPNING LGNS J NOT 2 12d 4d OR MIN 180 GR HOOK 90 GR HOOK N HOOK R SIZ #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 LL GRS () INISH N IMTR 90 180 HOOKS HOOKS J 5" 3" 6" 3" 6" 4" 8" 3" 7" 5" 10" 4" 8" 6" 1 5 10" 7" 14" 6" 11" 8" 16" 9" 15" 11" 19" 10" 17" 13" 2 1 19" 14" 24" 18" 27" 21" 31" 24" 36" 28" 41" TL MINIMUM TNSION MMNT LNGTHS, (L dh ) OR STNR N HOOKS ON GR 60 RS R NORML WIGHT ONRT, f c (psi) SIZ 3,000 4,000 5,000 6,000 7,000 8,000 #3 6" 6" 6" 6" 6" 6" #4 8" 7" 7" 7" 7" 7" #5 10" 9" 8" 7" 7" 7" #6 1 10" 9" 8" 8" 8" #7 14" 1 11" 10" 9" 9" #8 16" 14" 1 11" 10" 10" #9 18" 15" 14" 13" 1 11" #10 20" 17" 15" 14" 14" 14" #11 2 19" 17" 16" 15" 15" #14 37" 3 29" 27" 25" 35" #18 50" 43" 39" 35" 33" 31" NOTS: 1. OV VLUS VLI OR LL SS I: SI OVR N OVR 2. R IMNSION RQUIR TO MNUTUR HOOK. 3. OR POXY OT HOOKS, INRS TH OV MMNT LNGTHS Y 20%. STNR HOOKS N MMNT 12 RTIIT O UTHORIZTION #1841 T PROJT NO. PPROV Y MY 2011 94121.00 SL WG. NO. P.. # S NOT S01

GNRL WL WIR RI NONSHRINK GROUT OR S PLTS, SLVS, N M STL c Jones dmunds 2234 5/25/2011 3:04:28 PM user: YM pcf: MK_HYRI_STRUT pltcfg: P S WTS MONO.PLTG file: J:\PYNSPRIRI\S-02.GN model: SHT version: LL IL TILS N NOTS SHOWN ON RWINGS SHLL PPLY UNLSS NOT OTHRWIS. IL TILS MY NOT NSSRILY INIT ON TH PLNS UT SHLL STILL PPLY S SHOWN OR SRI IN TH TILS. WHR IL TILS R NOT ON TH RWINGS, TH SPII IL TIL SHLL US. WHR NO TIL IS NOT, IT SHLL TH ONTRTOR S RSPONSIILITY TO HOOS TH PPROPRIT IL TIL ROM THOS PROVI. TH ONTRTOR SHLL SUMIT LL PROPOS LTRNT IL TILS TO THOS PROVI WITH RLT LULTIONS TO TH NGINR OR PPROVL PRIOR TO SHOP RWING PROUTION N IL US. UILING O LL ONSTRUTION SHLL IN ORN WITH TH UILING O. TH PULITIONS LIST LOW R TH GOVRNING OS N STNRS N R RRN Y THIR SI SIGNTION. IN TH S O ONLITING RQUIRMNTS, TH UILING O SHLL GOVRN. PPLIL OS N STNRS UILING O INTRNTIONL UILING O (I), 2006 I 318 I 530 IS IS 341 IS 360 S 7 STM WS 2.4 WS 1.1 WS 1.4 I ONRT ITION (INLUING TH ITY O GINSVILL UILING O MNMNTS) MRIN ONRT INSTITUT, "UILING O RQUIRMNTS OR STRUTURL ONRT," 2005 ITION MRIN ONRT INSTITUT, "UILING O RQUIRMNTS OR MSONRY STRUTURS," 2005 ITION MRIN INSTITUT O STL ONSTRUTION, "SPIITION OR STRUTURL JOINTS USING STM 325 OR 490 OLTS," 2004 ITION MRIN INSTITUT O STL ONSTRUTION, "SISMI PROVISIONS OR STRUTURL STL UILINGS," 2005 ITION, INLUING SUPPLMNT NO. 1 MRIN INSTITUT O STL ONSTRUTION, "SPIITION OR STRUTURL STL UILINGS," 2005 ITION MRIN SOITY O IVIL NGINRS, "MINIMUM SIGN LOS OR UILINGS N OTHR STRUTURS," 2005 ITION MRIN SOITY OR TSTING N MTRILS (STM INTRNTIONL) MRIN WLING SOITY, "SYMOLS OR WLING N NONSTRUTIV TSTING," 1998 ITION MRIN WLING SOITY, "STRUTURL WLING O - STL," 2006 ITION MRIN WLING SOITY, "STRUTURL WLING O - RINORING STL," 1998 ITION INTRNTIONL O OUNIL, INTRNTIONL O OUNIL - VLUTION SRVIS (I-S) MIXING, THING, TRNSPORTING, PLING, N URING O LL ONRT, N SLTION O ONRT MTRILS, SHLL ONORM TO I 301, "SPIITION OR STRUTURL ONRT OR UILINGS," XPT S NOT LOW. PROPORTIONS O GGRGT TO MNTITIOUS PST SHLL SUH S TO PROU NS, WORKL MIX THT N PL WITHOUT SGRGTION OR XSS R SUR WTR. LL ONRT US IN HORIZONTL SURS XPOS TO TH WTHR SHLL ONTIN N PTL MIXTUR TO PROU IR-NTRIN ONRT WITH TOTL IR ONTNT S NOT IN TH ONRT MIX SPIITION TL. TOLRN OR IR ONTNT SHLL +/-1 PRNT. IR ONTNT SHLL MSUR T TH ISHRG O TH TRUK. I ONRT IS PUMP, IR ONTNT SHLL MSUR T TH ISHRG N O TH PUMP LIN. TSTS OR IR ONTNT SHLL MT STM 172 RQUIRMNTS. MIX SIGNS LIST LOW SHLL SUMITT TO TH RHITT N PPROV PRIOR TO US. SLTION O ONRT MIX PROPORTIONS SHLL IN ORN WITH I 301. MIX PROPORTIONS SHLL MT OR X TH RQUIRMNTS LIST LOW OR TH LOTIONS NOT. TH MOR STRINGNT O TH RQUIRMNTS LIST SHLL GOVRN. LTR. T RVISIONS Y PPR. SIGN RWN MXIMUM SIZ O GGRGT SHLL S LIST LOW. MXIMUM LY SH S PRNTG O TOTL WIGHT O MNTITIOUS MTRIL SHLL 30 PRNT. LY SH SHLL LSS OR LSS, MTING STM 618 RQUIRMNTS. WTR/MNT RTIO SHLL S ON TOTL MNTITIOUS MTRIL, INLUING LY SH N OTHR POZZOLNI MTRILS. TH ONTRTOR SHLL TRMIN SLUMP. H ONRT MIX SUMITT SHLL HV TH SLUMP SPII. SLUMP SHLL MSUR T TH ISHRG O TH TRUK. I ONRT IS PUMP, SLUMP SHLL MSUR T TH ISHRG N O TH PUMP LIN. SLUMPS SHLL WITHIN +1 INH N -2 INHS O TH SPII SLUMP. TH US O SUPR PLSTIIZRS N WTR RURS IS LLOW, UT NOT RQUIR. LL MIXTURS SHLL HLORI R UNLSS OTHRWIS PPROV Y TH NGINR. ONRT MIX SPIITION TL f c TST MX IR MX MIN G W/ ONTNT GGRGT LOTION (PSI) (YS) RTIO PRNT SIZ MISLLNOUS 3,000 28 0.50 4.5 1" ONRT, URS, SIWLKS SLS ON GR 4,000 28 0.45 4.5 1" ONRT WLLS, 4,000 28 0.44-1" SPR OOTINGS RINORING STL LL RINORING SHLL NW ILLT STOK STM 615, GR 60, UNLSS NOT OTHRWIS. RS SHLL SURLY TI IN PL WITH #16 OUL-NNL IRON WIR. RS SHLL SUPPORT ON PTL HIRS. RINORING STL SHLL TIL IN ORN WITH TH I "MNUL O STNR PRTI OR TILING O RINOR ONRT STRUTURS." TH ONTRTOR SHLL OORINT RINORING STL PLMNT TILS N PROVI TMPLTS OR PLING STL IN ONGST RS S NSSRY. SHOP RWINGS (INLUING PLING PLNS N LVTIONS) SHLL SUMITT TO, N RVIW Y, TH RHITT/NGINR OR STRTING RITION. WLING OR TK WLING O RINORING RS TO OTHR RS OR TO PLTS, NGLS, T, IS PROHIIT, XPT WHR SPIILLY PPROV Y TH NGINR. WHR WLING IS PPROV, IT SHLL ON Y WS RTII WLRS USING 9018 OR PPROV LTROS. WLING PROURS SHLL ONORM TO TH RQUIRMNTS O WS 1.4. MINIMUM ST-IN-PL ONRT OVR OVR RINORING STL, UNLSS NOT OTHRWIS, SHLL S OLLOWS: 1. ONRT ST GINST N PRMNNTLY XPOS TO RTH: LL SIZS: 3 INHS 2. ONRT XPOS TO RTH OR WTHR: #5 R OR SMLLR: 1 1/2 INHS #6 R OR LRGR: 2 INHS 3. OTHR ONRT: WLLS - INTRIOR : #14 N #18 RS: 1 1/2 INHS #11 RS N SMLLR: 3/4 INH SLS: #14 N #18 RS: 1 1/2 INHS #11 RS N SMLLR: 3/4 INH HK 730 N WLO RO, GINSVILL, LORI 32641 / (352) 377-5821 WL WIR RI (WW) SHLL LTRILLY WL N ONORM TO STM 185. N 8-INH MINIMUM LP SHLL PROVI OR SI N N LPS. WL WIR RI SHLL SUPPORT ON PPROV HIRS. ONSTRUTION JOINTS LL ONSTRUTION JOINTS IN WLLS SHLL KY IN ORN WITH TH IL ONSTRUTION JOINT TILS SHOWN ON TH STRUTURL RWINGS OR, T TH ONTRTOR S OPTION, SHLL INTNTIONLLY ROUGHN IN ORN WITH TH OLLOWING: TH SUR O ROUGHN JOINTS SHLL SN LST OR ROUGHN WITH HIPPING HMMR TO XPOS TH GGRGT M IN TH PRVIOUS POUR. TH XPOS GGRGT SHLL PROTRU MINIMUM O 1/4 INH. LL SURS O ONSTRUTION JOINTS SHLL LN N LITN RMOV. IMMITLY OR NW ONRT IS PL, LL ONSTRUTION JOINTS SHLL WTT N STNING WTR RMOV. VRTIL ONSTRUTION JOINTS IN WLLS SHLL HL TO MXIMUM SPING O 40-0". SLVS XPT S TIL ON STRUTURL RWINGS, NO ONRT OOTINGS, MS, OR GIRRS SHLL SLV OR PIPING OR UTS, UNLSS PPROV Y TH NGINR. NHORG TO HRN ONRT NHORG TO HRN ONRT SHLL INLU MHNIL N HSIV NHORS O SIZ, NUMR, N SPING S SHOWN ON TH RWINGS. HOLS SHLL RILL N LN N NHORS SHLL INSTLL IN STRIT ORN WITH TH MNUTURR S PULISH INSTRUTIONS N N PPROV I-S RPORT. INSPTION N TSTING SHLL PROVI IN ORN WITH TH GNRL NOTS N TH PPROV I-S RPORT. WHR SPII O NHORG IS SPII ON TH RWINGS, SUSTITUTION OR IRNT O NHORG (INLUING SUSTITUTING OR ST-IN-PL NHORG) SHLL NOT PRMITT WITHOUT PRIOR WRITTN PPROVL. MHNIL NHORS PTL MHNIL NHORS SHLL S OLLOWS: HILTI "KWIK OLT TZ" RON N STINLSS STL XPNSION NHOR (I-S SR-1917), SIMPSON STRONG-TI "STRONG-OLT" WG NHOR (I-S SR-1771), OR PPROV LTRNTIV WITH URRNT I-S RPORT INITING THT TH NHOR IS PRMITT OR RSISTING SISMI LOS IN RK ONRT. UNLSS NOT OTHRWIS ON TH RWINGS, MINIMUM TIV NHOR MMNT PTH SHLL 6.5 NHOR IMTRS, MINIMUM ISTN TO TH NRST ONRT G SHLL 12 NHOR IMTRS, N MINIMUM NHOR SPING SHLL 8 NHOR IMTRS. STINLSS STL NHORS SHLL US T LL XTRIOR LOTIONS N WHR SPIILLY INIT ON TH RWINGS. NO STL RINORMNT SHLL UT TO INSTLL NHORS. TIV OR NON HOLS SHLL ILL WITH NON-SHRINK GROUT OR N INJTL HSIV MTHING TH JNT ONRT PRSSIV STRNGTH. NOTIY TH STRUTURL NGINR O TIV OR NON HOLS IN WLLS N OLUMNS. THS LMNTS MY RQUIR NON-SHRINK GROUT WITH PRSSIV MOULUS O LSTIITY MTHING THT O TH JNT ONRT. HSIV NHORS PTL HSIV (POXY) NHORS SHLL S OLLOWS: HILTI "HIT-R 500-S" HSIV NHOR (I-S SR-2322), SIMPSON STRONG-TI "ST-XP" HSIV NHOR (I-S SR-2508), OR PPROV LTRNTIV WITH URRNT I-S RPORT INITING THT TH NHOR IS PRMITT OR RSISTING SISMI LOS IN RK ONRT. UNLSS NOT OTHRWIS, NHORS SHLL STM 36 THR RO OR STM 615, GR 60 RINORING STL OWLS. UNLSS NOT OTHRWIS ON TH RWINGS, MINIMUM TIV NHOR MMNT PTH SHLL 6.5 NHOR IMTRS, MINIMUM ISTN TO TH NRST ONRT G SHLL 6 NHOR IMTRS, N MINIMUM NHOR SPING SHLL 6 NHOR IMTRS. HOLS SHLL RILL WITH ROTRY IMPT HMMR OR QUIVLNT MTHO TO PROU HOL WITH ROUGH INSI SUR. OR RILLING HOLS IS NOT PRMITT. NO RINORING SHLL UT TO INSTLL HSIV NHORS. TH TWO-PRT HSIV SHLL MIX, PPLI, N UR IN STRIT ORN WITH TH MNUTURR S PULISH INSTLLTION INSTRUTIONS IN TH I-S RPORT. LL PLMNT N URING SHLL ONUT WITH ONRT N IR TMPRTURS OV 50 GRS HRNHIT. HSIV SHLL PPLI ONLY TO LN, RY ONRT. POSITIV PROTTION SHLL PROVI SO THT NHORS R NOT ISTUR URING TH URING PRIO. TIV OR NON HOLS SHLL ILL WITH NON-SHRINK GROUT OR N INJTL HSIV MTHING TH JNT ONRT PRSSIV STRNGTH. NOTIY TH STRUTURL NGINR O TIV OR NON HOLS IN WLLS N OLUMNS. THS LMNTS MY RQUIR NON-SHRINK GROUT WITH PRSSIV MOULUS O LSTIITY MTHING THT O TH JNT ONRT. ITY O GINSVILL/ GINSVILL RGIONL UTILITIS SWTWTR RNH/PYNS PRIRI SHTLOW RSTORTION GNRL NOTS GROUT SHLL N PPROV NONSHRINK MNTITIOUS GROUT ONTINING NTURL GGRGTS LIVR TO TH JO SIT IN TORY PRPKG ONTINRS RQUIRING ONLY TH ITION O WTR. TH MINIMUM 28-Y PRSSIV STRNGTH SHLL T LST 1,000 PSI HIGHR THN TH SUPPORTING ONRT STRNGTH, UNLSS NOT OTHRWIS. GROUT SHLL MIX, PPLI, N UR STRITLY IN ORN WITH TH MNUTURR S PRINT INSTRUTIONS. OR GROUTING UNR S PLTS, GROUT SHLL PROPORTION S LOWL MIX. WHN LOWL MIX OS NOT PROVI TH RQUIR STRNGTH OR WHN MINIMUM STRNGTH O 10,000 PSI IS RQUIR, N POXY GROUT SHLL US. LTRIL ONUIT LTRIL ONUIT SHLL RIGI STL ONUIT OR LXIL PLSTI ONUIT. LUMINUM ONUIT IS PROHIIT. ONUIT SHLL IRMLY HIR N TI TO PRVNT ISPLMNT URING POURING. PL #4 T 12 INHS ITIONL RINORING OV N LOW ONUIT IN ONRT SLS, PRPNIULR TO TH ONUIT. TH RINORING SHLL XTN 1-0" PST TH ONUIT ON OTH SIS. STRUTURL STL LL STL SHLL ONORM TO TH OLLOWING: W-SHPS LL NGLS N HNNLS UNLSS NOT OTHRWIS STRUTURL TU (HSS) STM 992, y=50 KSI STM 913, y=50 KSI STM 36, y=36 KSI SQUR OR RTNGULR STM 500, GR, y=46 KSI ROUN STRUTURL TU (HSS) STM 500, GR, THN OR QUL TO 12 INHS y=42 KSI STL PIP IMTR LSS STM 53, OR S, MTRIL LL OUT ON PLNS S (36) MTRIL LL OUT ON PLNS S (y=65 KSI) LL OTHR STL UNLSS NOT OTHRWIS ONNTIONS UNLSS NOT OTHRWIS. GR, y=35 KSI STM 36, y=36 KSI STM 913, y=65 KSI STM 572, y=50 KSI STM 588, y=50 KSI STM 441, y=50 KSI GNRL NOTS OR STL ONNTIONS SHLL PPLY TO LL STL LL WORK SHLL IN ORN WITH TH IS SPIITION. SHOP RWINGS SHLL SUMITT N RVIW Y TH RHITT/NGINR OR MNING RITION. LL STL NHORS N TIS N OTHR MMRS M IN ONRT OR MSONRY SHLL LT UNPINT. IMNSIONL TOLRN OR UILT-UP MMRS SHLL PR WS 1.1. TH ONTRTOR SHLL RSPONSIL OR TH SIGN, TILING, N RITION O LL STL RMING ONNTIONS UNLSS SPIILLY TIL ON TH STRUTURL RWINGS. TH ONTRTOR SHLL RTIN STRUTURL NGINR LINS TO PRORM TH WORK IN TH JURISITION WHR TH PROJT IS LOT, WHO SHLL SIGN TH ONNTIONS. SUMIT STMP LULTIONS TO TH RHITT OR RVIW N PPROVL PRIOR TO STRTING RITION. ONNTION SIGN SHLL MT TH RQUIRMNTS O TH IS SPIITIONS N TH UILING O. ONNTIONS SHLL PL O RSISTING VRTIL N HORIZONTL LOS LIST ON TH RWINGS. ONNTION SIGN SHLL PROVI N QUT LO PTH TO TRNSR TH LOS ROM H MMR, THROUGH TH ONNTION, INTO TH SUPPORTING MMR, N SHLL ONSIR TH TS O TH ORS ON H MMR. PROVI STINR PLTS, W OULR PLTS, LNG ONTINUITY PLTS, T, S RQUIR. MMRS SHOWN ON TH RWINGS HV NOT N SIZ OR LOL TS T ONNTIONS. STL ONNTION TILS SHOW GNRL RITRI OR SIGN N TILING, N R NOT INTN TO SHOW PLT ONNTION ONIGURTIONS OR OTHR SPII INORMTION THT R TH RSPONSIILITY O TH ONNTION SIGN NGINR. LTRNTIV ONNTION ONIGURTIONS MY SUMITT TO TH RHITT OR RVIW N PPROVL. ONNTIONS SPIILLY TIL ON TH STRUTURL RWINGS R TO RIT S SHOWN. TH ONTRTOR SHLL RSPONSIL OR LL RTION IS THT INLU, UT R NOT LIMIT TO, RTION NGLS, LIT HOLS, N OTHR IS. RTIIT O UTHORIZTION #1841 PPROV Y P.. # T SL PROJT NO. MY 2011 94121.00 S NOT WG. NO. S02

5/25/2011 3:04:31 PM user: YM pcf: MK_HYRI_STRUT pltcfg: P S WTS MONO.PLTG file: J:\PYNSPRIRI\S-03.GN model: SHT version: STRUTURL STL WLING STRUTURL STL SHOP RWINGS SHLL SHOW LL WLING WITH WS 2.4 SYMOLS. LL WLING SHLL ON Y WS RTII WLRS N IN ORN WITH WS 1.1. WLS SHOWN ON TH RWINGS R TH MINIMUM SIZS. INRS WL SIZ TO WS MINIMUM SIZS, S ON PLT THIKNSS. TH MINIMUM WL SIZ SHLL 3/16 INH. IL WLING SYMOLS HV NOT NSSRILY N INIT ON TH RWINGS. WHR SHOWN, PROPR IL WLING PR WS 1.1 SHLL US. WHR NO IL WLING SYMOLS R SHOWN, IT IS TH ONTRTOR S RSPONSIILITY TO OORINT TH US O SHOP N IL WLS. LL PRTIL JOINT PNTRTION GROOV WL SIZS SHOWN ON TH RWINGS RR TO TIV THROT THIKNSS. LL WLS SHLL M USING LOW HYROGN LTROS WITH MINIMUM TNSIL STRNGTH PR WS 1.1 (MINIMUM 70 KSI). LOW HYROGN SMW LTROS SHLL US WITHIN 4 HOURS O OPNING THIR HRMTILLY SL ONTINRS, OR SHLL RRI PR WS 1.1, STION 4.5. LTROS SHLL RRI NO MOR THN ON TIM, N LTROS THT HV N WT SHLL NOT US. LL WLING SHLL PRORM IN STRIT HRN TO WRITTN WLING PROUR SPIITION (WPS) PR WS 1.1. LL WLING PRMTRS SHLL WITHIN TH LTRO MNUTURR S RMNTIONS. WLING PROURS SHLL SUMITT TO TH OWNR S TSTING GNY OR RVIW OR STRTING RITION OR RTION. OPIS O TH WPS SHLL ON SIT N VILL TO LL WLRS N TH SPIL INSPTOR. LL PLT JOINT PNTRTION WLS SHLL ULTRSONILLY TST UPON PLTION O TH ONNTION, XPT PLT LSS THN OR QUL TO 1/4 INH THIK SHLL MGNTI PRTIL TST. RUTION IN TSTING MY M IN ORN WITH TH UILING O WITH PPROVL O TH NGINR. TH ONTRTOR SHLL RSPONSIL OR TH JOINT PRPRTIONS N WLING PROURS THT INLU, UT R NOT LIMIT TO: RQUIR ROOT OPNINGS, ROOT IMNSIONS, GROOV NGLS, KING RS, OPS, SUR ROUGHNSS VLUS, N TPRS N TRNSITIONS O UNQUL PRTS. NHOR ROS NHOR ROS SHLL STM 1554 GR 36 WITH LSS 1 THRS, UNLSS NOT OTHRWIS. URNISH NHOR ROS PRRIT WITH MTHING OUL HVY HX NUTS JMM T TH N M IN ONRT. URNISH HRN PLT WSHRS, LOK WSHRS, N MTHING HVY HX NUTS OR SURING TH S PLT TO TH NHOR ROS. HOOK NHOR ROS SHLL NOT US XPT WHR NOT. RIGI STL TMPLT SHLL US TO LOT NHOR ROS WHIL PLING ONRT. NHOR ROS SHLL HV SUIINT LNGTH TO PROVI TH MINIMUM MMNT SHOWN ON TH RWINGS, MSUR ROM TH O TH ONRT TO TH NR O TH OUL NUT, WITH QUT XTNSION S RQUIR TO RIV TH S PLT WITH ULL THR PROJTION OR NUT INSTLLTION. NHOR RO INSTLLTION SHLL OORINT WITH RINORING N ORMWORK. LVLING NUTS SHLL NOT US XPT TR VLUTION Y TH ONTRTOR S RTION NGINR. TR S INSTLLTION, NHOR RO NUTS SHLL INSTLL TO SNUG-TIGHT ONITION. NO HTING OR NING O TH NHOR ROS IS PRMITT. HOLS IN TH S MTRIL SHLL NOT NLRG Y URNING. RMING LUMR RMING LUMR SHLL KILN RI OR M-15, N GR N MRK IN ONORMN WITH SOUTHRN PIN INSPTION URU STNR GRING RULS OR SOUTHRN PIN LUMR, LTST ITION. URNISH TO TH OLLOWING MINIMUM STNRS: 2x JOISTS N UILT-UP SOUTHRN PIN NO. 2 MMRS 3x N 4x MS N POSTS SOUTHRN PIN NO. 2 6x N LRGR MS N SOUTHRN PIN NO. 1 STRINGRS 6x N LRGR POSTS N SOUTHRN PIN NO. 1 TIMRS STUS, PLTS N MISLLNOUS LIGHT RMING TOP N OTTOM PLTS T RING WLLS OLT STUS, LGRS N PLTS LOKING SOUTHRN PIN STNR GR SOUTHRN PIN ONSTRUTION GR SOUTHRN PIN STNR GR SM GR S ONNTING RMING UNLSS NOT OTHRWIS LTR. T RVISIONS Y PPR. SIGN RWN PLYWOO PLYWOO SHTHING SHLL GR - XTRIOR GLU OR STRUTURL II. XTRIOR GLU SHLL IN ONORMN WITH TH UILING O, UNIT STTS VOLUNTRY PROUT STNRS PS-1 N PS-2. ORINT STRN OR O QUIVLNT THIKNSS, XPOSUR RTING, N PNL INX MY US IN LIU O PLYWOO. PRRIT STRUTURL INSULT PNLS (SIPS) PRRIT STRUTURL INSULT PNLS (SIPS) SHLL SIGN Y TH MNUTURR IN ORN WITH TH SIGN SPIITIONS O TH STRUTURL INSULT PNL SSOITION N TH P-NGINR WOO SSOITION OR TH SPNS N ONITIONS SHOWN ON TH PLNS. SIGN SHLL INLU N ITIONL 5 PS MISLLNOUS LO SUPPORT ROM UNRSI O PNL. SIP SIGN SHLL MT TH MINIMUM SIGN WIN LOS (STION 6.0) N SNOW LOS (STION 7.0) O S 7-02. SIP PNLS, PNL-TO-PNL ONNTIONS, N PNL-TO-PNL SUPPORT ONNTIONS SHLL SIGN TO RSIST MINIMUM LLOWL IPHRGM PITY O 750 POUNS PR LINL OOT. S LO MPS OR ITIONL INORMTION. PNLS SHLL RIT SUH THT NO XPOS STMPS OR MRKINGS R PRSNT ON TH O TH XPOS PNL. SIPS MUST HV I-S PPROVL. TH ONTRTOR SHLL SUMIT I-S PPROV SIPS OR RVIW Y TH RHITT N NGINR PRIOR TO RITION. SIP PNL LYOUT SHLL S ON PNLS RIT Y PRMIR INUSTRIS INORPORT N I-S RPORT #P-5002. SUMIT SHOP RWINGS N SIGN LULTIONS TO TH RHITT N STRUTURL NGINR OR RVIW PRIOR TO RITION. SUMITT OUMNTS SHLL R TH STMP N SIGNTUR O STRUTURL NGINR LINS TO PRORM TH WORK IN TH JURISITION WHR TH PROJT IS LOT. PROVI OR SHPS, RING POINTS, INTRSTIONS, T, SHOWN ON TH RWINGS. XT POSITION O SPIL INTRSTION RS SHLL TRMIN Y TH MNUTURR UNLSS SPIILLY INIT ON TH PLNS. PROVI LL SIP-TO-SIP N SIP-TO-M ONNTION TILS N RQUIR ONNTION MTRILS. I SIP MNUTURR IS UNL TO MT TH LO RQUIRMNTS SPII WITH TH SIP ONIGURTION INIT, TH MNUTURR IS TO SUMIT WRITTN NOTI TO THT T TO TH RHITT PRIOR TO SUMITTING OST PROPOSL OR I. I IRNT SYSTM IS PROPOS THT RQUIRS RVISIONS TO PRSNT STRUTURL RMING OR TILS, SUH SYSTM SHLL ONSIR SUJT TO TH PPROVL O TH OWNR, RHITT, N STRUTURL NGINR. SIP SHOP RWINGS WILL NOT RVIW WITHOUT LULTIONS STMP Y STRUTURL NGINR LINS TO PRORM TH WORK IN TH JURISITION WHR TH PROJT IS LOT. TH ONTRTOR SHLL XMIN TH LIGNMNT O OUNTIONS N STRUTURL RMS PRIOR TO PNL RTION N SHLL NOT PRO WITH INSTLLTION I OUNTIONS OR STRUTURL RMS R NOT LIGN IN ONORMN WITH TH TOLRNS STLISH Y TH ONTRT OUMNTS. TH ONTRTOR SHLL PROVI PLT PNL INSTLLTION, INLUING LL SPLINS, PLTS, OM, N STNRS INIT ON TH PPROV ONTRT OUMNTS. LL WORK SHLL PRORM IN ORN WITH TH MNUTURR S RMN PROURS, INSTLLTION MNULS, N LYOUT RWINGS OR H SPII PROUT. LOOR SHTHING PROVI " T&G PLYWOO (PNL INX 48/24), UNLSS NOT OTHRWIS ON PLN, LI UP WITH GRIN PRPNIULR TO RMING LOW. STGGR PNL N JOINTS. PROVI 1/8 -INH GP TWN LL UTTING PNL GS. PROVI TH OLLOWING MINIMUM NILING UNLSS NOT OTHRWIS ON PLNS: 10d T 6 INHS ON NTR 10d T 12 INHS ON NTR TRT WOO LL SUPPORT PNL GS, IPHRGM OUNRIS N OVR XTRIOR WLLS N SHR WLLS IL NILING LL WOO PLTS, LGRS, N LOKING IN IRT ONTT WITH ONRT OR MSONRY SHLL PRSSUR-TRT WITH N MRIN WOO PRSRVRS SSOITION (WP) PPROV PRSRVTIV. LTRNTIVLY PR I STION 2304.11, OR SOM XPTIONS, IMPRVIOUS MOISTUR RRIRS MY PROVI TWN UNTRT MMRS N ONRT OR MSONRY. LL MTL STNRS IN ONTT WITH TRT WOO SHLL GLVNIZ OR STINLSS STL. WHN USING GLVNIZ STNRS, TH ONTRTOR SHLL OORINT TH GLVNIZTION PROSS WITH TH HMIL POSITION O TH WOO TRTMNT. HK 730 N WLO RO, GINSVILL, LORI 32641 / (352) 377-5821 TIMR ONNTORS TIMR ONNTORS LL OUT Y LTTRS N NUMRS SHLL Y SIMPSON STRONG-TI PNY, IN, S SPII IN TH LTST ITION O THIR TLOG. QUIVLNT VIS Y OTHR MNUTURRS MY SUSTITUT, PROVI THY HV URRNT I-S VLUTION RPORTS MONSTRTING THT TH PROUTS HV QUL OR GRTR LO PITIS. PROVI NUMR N SIZ O STNRS S SPII Y MNUTURR. ONNTORS SHLL INSTLL IN ORN WITH TH MNUTURR S PULISH SPIITIONS. WHR ONNTOR STRPS ONNT TWO MMRS, PL ON-HL O TH NILS OR OLTS IN H MMR. LL OLTS IN WOO MMRS SHLL ONORM TO STM 307. PROVI WSHRS UNR TH HS N NUTS O LL OLTS N LG SRWS RING ON WOO. UNLSS NOT OTHRWIS, LL NILS SHLL MON. LL SHIMS SHLL SSON N RI N TH SM GR (MINIMUM) S MMRS ONNT. LL SINGL JOISTS, OUL JOISTS, N TRIPL JOISTS SHLL ONNT TO LUSH MS WITH "U" SRIS JOIST HNGRS. WOO RMING TILS TH OLLOWING PPLY UNLSS OTHRWIS SHOWN ON TH PLNS. 1. T JOIST RS: PROVI ROSS-RIGING T 8-0" ON NTR MXIMUM. PROVI SOLI LOKING OR ONTINUOUS RIM T LL RING POINTS. PROVI SOLI LOKING UNR LL RING WLLS OV. 2. PROVI OUL JOIST UNR LL PRLLL PRTITIONS THT XTN OVR MOR THN HL TH JOIST LNGTH. PROVI OUL JOISTS H SI O LL OPNINGS IN LOORS N ROOS UNLSS TIL OTHRWIS. OORINT SIZ N LOTION O LL OPNINGS WITH RHITTURL N MHNIL RWINGS. 3. PROVI TWO 2x10 HRS OVR N OUL STUS H SI O LL OPNINGS IN STU RING WLLS UNLSS NOT OTHRWIS. 4. PROVI SOLI LOKING T LOORS OR WOO OLUMNS N MULTIPL STU POSTS TO PSS THROUGH. 5. PROVI ONTINUOUS SOLI LOKING T MI-HIGHT O LL STU WLLS OVR 10-0" IN HIGHT. 6. LL STU WLLS UNLSS NOT OTHRWIS SHLL 2x4 T 16 INHS ON NTR T INTRIOR WLLS N 2x6 T 16 INHS ON NTR T XTRIOR WLLS. 7. US ULL-LNGTH STUS (LLOON RM) ON XTRIOR WLLS T STIRWYS N T VULT ILINGS. 8. PLYWOO WLL SHTHING SHLL HV SOLI LOKING T LL GS. PROVI TH OLLOWING MINIMUM NILING UNLSS NOT OTHRWIS ON PLNS: 8d T 6 INHS ON NTR 8d T 12 INHS ON NTR PLT WSHR. T SHT GS T INTRMIT RING POINTS 9. LL WOO STU WLLS SHLL HV LOWR WOO PLT TTH TO WOO RMING LOW WITH 16d NILS T 6 INHS ON NTR STGGR OR OLT TO ONRT WITH 5/8 -INH- IMTR NHOR OLTS T 6-0" ON NTR UNLSS NOT OTHRWIS ON TH PLNS. LL NHOR OLTS SHLL HV 3 x 3 x 1/4 -INH PLT WSHRS N MINIMUM MMNT O 7 INHS IN ONRT, MSUR TO TH TOP SI O TH 2x4 SP KING RR TO TH RMING LUMR STION O TH GNRL NOTS OR SPIS, GRING, N MOISTUR ONTNT RQUIRMNTS. TH KING LYUP SHLL MINIMUM TWO SPN ONTINUOUS, WITH H PI SUPPORT Y THR SUPPORTS. H PI SHLL SQUR N TRIMM S RQUIR. T H SUPPORT, KING SHLL -NIL WITH TWO 16d NILS. ITY O GINSVILL/ GINSVILL RGIONL UTILITIS SWTWTR RNH/PYNS PRIRI SHTLOW RSTORTION GNRL NOTS MSONRY ONSTRUTION SHLL MT TH RQUIRMNTS O TH UILING O. LL HOLLOW ONRT MSONRY UNITS SHLL ONORM TO STM 90, NORML WIGHT. MINIMUM RQUIR LOK PRSSIV STRNGTH IS 1,900 PSI. LL LLS ONTINING RINORMNT SHLL ILL SOLI WITH ONRT GROUT. GROUT MIX SHLL ONTIN PORTLN MNT ONLY, GGRGT, N GROUT-NHNING SHRINKG-PNSTING ITIV. MXIMUM SIZ O GGRGT SHLL 3/8 INH. SLUMP SHLL 8 TO 11 INHS. WTR- RUING MIXTURS MY US. MINIMUM GROUT PRSSIV STRNGTH S ON 28-Y TSTS SHLL 2,000 PSI N GRTR THN OR QUL TO TH SPII MINIMUM SIGN STRNGTH. GROUT SHLL VIRT WHIL PLING TO NSUR THT LLS R PLTLY ILL. SUMIT GROUT MIXS TO RHITT OR RVIW OR MNING MSONRY ONSTRUTION. LL UNITS SHLL LI IN RUNNING ON USING S MORTR WITH H JOINTS. MSONRY MINIMUM SIGN STRNGTH IS f m = 1,500 PSI. RQUIR MORTR PROPORTIONS Y VOLUM PORTLN HYRT GGRGT MSUR IN MNT LIM MP, LOOS ONITION S 1 OVR 1/4 NOT LSS THN 2 1/4 N TO 1/2 STRUTURL SIGN T NOT MOR THN 3 TIMS TH SUM O TH VOLUMS O TH MNT LO INTIONS: LO INTIONS R IN ORN WITH STION 1605 O TH UILING O. LIV LOS: LIV LOS SHLL IN ORN WITH TH LO IGRMS. SNOW LOS: SNOW LOING N SNOW RIT LOING SHLL IN ORN WITH TH UILING O (STION 1608). GROUN SNOW LO: Pg = PS IMPORTN TOR: Is = 1.0 THRML TOR: t = WIN LOS: WIN PRSSUR SHLL IN ORN WITH TH UILING O (STION 1609). SI WIN SP (3-SON GUST): V = 100 MPH XPOSUR: IMPORTN TOR: Iw = 1.0 NLOSUR LSSIITION: NLOS, PRTILLY NLOS, OPN INTRNL PRSSUR OIINT: NLOS: Gpi = 0.18 UILING O. PRTILLY NLOS: Gpi = 0.55 OPN: Gpi = 0.0 SISMI LOS: SISMI LOING SHLL IN ORN WITH TH UILING LOTION: LTITU: N OUPNY TGORY: LONGITU: W IMPORTN TOR: Ie = MPP SPTRL LRTION PRMTRS: Ss =, S1 = SIT LSS: SIT OIINTS: a =, v = SPTRL RSPONS OIINTS: Sds =, Sd1 = SISMI SIGN TGORY: LTRL SYSTM: RSPONS MOIITION OIINT: R = SISMI RSPONS OIINT: ST-WST: NORTH-SOUTH: s = ST-WST: SIGN S SHR: NORTH-SOUTH: V = KIPS NLYSIS PROUR US: ORMTION. V = KIPS s = LO PTH OR LTRL ORS: LTRL ORS R RRI Y TH ROO N LOOR IPHRGMS TO TH SHR WLLS N NTILVR OLUMNS. MOMNTS, SHRS, N ROTTIONL ORS R LIVR TO TH OUNTION Y TH R RMS IN PROPORTION TO THIR ILITY TO RSIST LTRL RTIIT O UTHORIZTION #1841 PPROV Y P.. # T SL c Jones dmunds PROJT NO. MY 2011 94121.00 S NOT WG. NO. S03 2234

5/25/2011 3:04:34 PM user: YM pcf: MK_HYRI_STRUT pltcfg: P S WTS MONO.PLTG file: J:\PYNSPRIRI\S-04.GN model: SHT version: OUNTIONS SPR OOTINGS: SIGN SOIL RING PRSSUR = PS. LL OOTINGS SHLL R ON UNISTUR SOIL N SHLL LOWR TO IRM RING I SUITL SOIL IS NOT OUN T LVTIONS TRMIN Y TOP O OOTING LVTION N OOTING PTH. RR TO TH GOTHNIL RPORT OR SOIL ONITIONS. PILING: LL PILS SHLL STL ONORMING TO STM 36 WITH SIZ S NOT ON TH RWINGS. SIGN LO ON H PIL QULS TONS. PILS SHLL RIVN TO ROK OR RUSL IN POS ROK WITH TH HMMR RTING TO LIVR NOT LSS THN OOT-POUNS O NRGY PR LOW. PIL RIVING SHLL MONITOR Y QULII SOILS NGINR. TH RIVING RITRI MY MOII TO SUIT TH SIT ONITIONS NOUNTR WHN PPROV Y TH RHITT. OPTIONL PILS OTHR THN THOS INIT ON TH RWINGS MY PROVI. OPTIONL PILS MUST SUPPORT ON TH SM SOIL STRT S TH PILS SHOWN ON TH RWINGS. I THS OPTIONL PILS HV LOWR PITY THN THOS SHOWN ON TH RWINGS, TH MOIITION TO TH PIL PS MUST LSO PRSNT. 2-WK MINIMUM TIM LLOWN MUST M OR TH NGINR TO RVIW LL OPTIONL PIL N PIL-P SIGN. STRUTURL ILL LL ILL PL TO SUPPORT SLS ON GR, HIN PRMNNT WLLS, N ROUN LL RINS SHLL ONSIST O WLL GR, GRNULR MTRIL PR TH SPIITIONS. SOILS OR STRUTURL ILL SHLL PPROV Y TH GOTHNIL NGINR. STRUTURL ILL SHLL PL ON SOUN NTIV MTRIL. PROO-ROLL UT RS WHIH PROVI SUPPORT OR PRMNNT STRUTURS. RS WHIH R XSSIVLY YILING, S TRMIN Y TH ONTINUOUS OSRVTION O TH GOTHNIL NGINR, SHLL OVRXVT N RPL WITH STRUTURL ILL. STRUTURL ILL SHLL PL PR TH SPIITION. LTRL PRSSUR ON SUGR WLLS TH SIGN PRSSURS OR SUGR WLLS R S ON "RIN" ONITION. S IVIL N MHNIL RWINGS OR SUGR RING SYSTM. S GOTHNIL RPORT OR PTION RQUIRMNTS T SUGR WLLS. SUGR WLLS N SUPPORTING SLS SHLL HV TTIN THIR ULL ONRT STRNGTH OR PLING NY KILL. TH ONTRTOR SHLL PROVI TMPORRY RS OR WLLS I KILL IS PL OR WLLS N SLS HIV ULL ONRT STRNGTH. KILL, RSTRIN SMNT WLLS R SIGN USING N "PPRNT" RTH PRSSUR QUIVLNT TO (34H + 34Hs) PS TRPZOIL ISTRIUTION PR TH GOTHNIL RPORT. OUNTION TILS WITHIN TH STRUTURL RWINGS R STIMTS. INL SIZ N O OUNTION SYSTM WILL ONIRM UPON RIPT O TH GOTHNIL RPORT. UILING TOLRNS STNR TOLRNS SHLL S ON TH RQUIRMNTS O TH IS O O STNR PRTI N I 117, STNR SPIITIONS OR TOLRNS OR ONRT ONSTRUTION N MTRILS. SQUNING ONSTRUTION N LTRL STILITY TH STRUTURL PONNTS Y THMSLVS R NON-SL-SUPPORTING STRUTUR. LTRL ORS U TO WIN, RTHQUK, OR SOIL R RRI Y TH ROO N LOOR IPHRGMS TO TH LTRL SYSTM. RTIN LMNTS SHOWN ON TH STRUTURL RWINGS (SUH S RING, N ROO N LOOR SLS) R RQUIR OR OVRLL OR LOL STILITY O OTHR LMNTS (SUH S OLUMNS N WLLS). I, U TO SQUNING O ONSTRUTION, THS STILITY LMNTS R NOT IN PL, TH ONTRTOR SHLL RTIN STRUTURL NGINR LINS TO PRORM TH WORK IN TH JURISITION WHR TH PROJT IS LOT, WHO SHLL INVSTIGT WHR TMPORRY SHORING/RING IS RQUIR N SHLL SIGN THIS TMPORRY SHORING/RING. TH ONTRTOR SHLL PROVI THIS SHORING/RING UNTIL TH RQUIR STRUTURL LMNTS N THIR ONNTIONS HV N INSTLL N RH THIR INL SIGN STRNGTHS. LTR. T RVISIONS Y PPR. SIGN RWN RR STRUTURL SUMITTLS SOM STRUTURL SYSTMS R IN S VNOR-SIGN PONNTS PR TH STRUTURL OUMNTS. THS LMNTS O TH SIGN R RR SUMITTL PONNTS N HV NOT N PRMITT UNR TH S UILING PPLITION. TH ONTRTOR WILL RQUIR TO SUMIT TH STMP PONNT SYSTM OUMNTS TO TH UILING OIIL OR PPROVL. OUMNTS OR RR SUMITTL ITMS SHLL SUMITT TO TH RHITT, WHO SHLL RVIW THM OR GNRL ONORMN TO TH SIGN O TH UILING. TH ONTRTOR SHLL SUMIT THS RVIW RR SUMITTL OUMNTS TO TH UILING OIIL. TH RR SUMITTL ITMS SHLL NOT INSTLL UNTIL TH SIGN N SUMITTL OUMNTS HV N PPROV Y TH UILING OIIL. TH OLLOWING LIST INLUS TH ITMS THT R IN S RR STRUTURL SUMITTL PONNTS. RR TO TH RHITTURL, MHNIL, LTRIL, N IVIL RWINGS OR ITIONL RR SUMITTL PONNTS. RR STRUTURL SUMITTL PONNTS: WOO STRUTURL INSULT PNLS (SIPS) MISLLNOUS RR TO RHITTURL, MHNIL, LTRIL, IVIL, LVTOR, OR OTHR SPILTY NGINRING RWINGS OR IMNSIONS NOT SHOWN, INLUING UT NOT LIMIT TO: SIZ N LOTION O URS, QUIPMNT HOUSKPING PS, WLL N LOOR OPNINGS, LOKOUTS, LOOR PRSSIONS, SUMPS, RINS, NHOR OLTS, M ITMS, RHITTURL TRTMNT, T. TH ONTRTOR SHLL VRIY IMNSIONS N RSOLV ISRPNIS OR ONLITS PRIOR TO ONSTRUTION. WHR STIONS R INIT ON TH PLN Y NUMR N RWING NUMR THUS, 1/S5.01, TH INIT STION (1) IS SHOWN ON STRUTURL RWING S5.01. SPIL INSPTION TH OLLOWING ITMS RQUIR SPIL INSPTION N TSTING PR I STION 1704. THIS WORK SHLL PRORM Y SPIL INSPTOR RTII Y TH ITY O GINSVILL TO PRORM TH S O INSPTIONS N TSTS SPII. TH RQUNY O INSPTIONS N TSTING SHLL S OUTLIN IN TH I TL ITMS LIST LOW. IINIS SHLL RPORT ILY TO TH ONTRTOR. SUMMRY RPORTS SHLL ISTRIUT WKLY TO TH OWNR, RHITT, ONTRTOR, UILING OIIL, N STRUTURL NGINR. S TH SPIITIONS OR ITIONL RQUIRMNTS OR SPIL INSPTION N TSTING. SRIPTION (RR TO I TL ITM I STION 1704) RQUIRMNTS ONRT ONRT THT IS PRT O TL 1704.4, TH STRUTUR. ITMS 4, 5, 6, INSTLLTION). 7, 9, 10 OLTS INSTLL NHOR OLTS, H STUS TL 1704.4, IN ONRT (XPT T M-TO-K ITM 3 RINORING STL. PLMNT O RINORING TL 1704.4, STL. ITM 1. SPLIING O RINORING TL 1704.4, Y UTT WLING, ITM 1 XOTHRMI WLING PROSS, OR THR OUPLRS. HK 730 N WLO RO, GINSVILL, LORI 32641 / (352) 377-5821 STRUTURL STL. STRUTURL STL THT IS TL 1704.3, N WLING PRT O TH STRUTUR. ITM 3. WLING O MMRS OR TL 1704.3, ONNTIONS. ITMS 4 N 5. WLING O RINORING TL 1704.4, STL. ITM 2 HIGH STRNGTH S SPIITIONS OR TL 1704.3, OLTING PROURS OR INSPTION ITM 2 N TSTING. STRUTURL MSONRY LL MSONRY SHOWN ON TL 1704.5.1 STRUTURL RWINGS INLUING MSONRY SHOWN IN IL TILS UT LOT ON RHITTURL RWINGS. STRUTURL WOO STION 1704.6 INSULTING ONRT ILL PILING TL 1704.8 SPIL GRING,. OUNTION XVTIONS TL 1704.7 XVTION N ILLING SPIL SS N RING STRT.. KILL HIN STRUTURL WLLS OR SUPPORTING SL-ON-GR.. RILL-IN ONRT NHORS: PRIOI SPIL INSPTION SHLL INLU VISUL OSRVTION O RILL HOL SPINGS, G ISTNS, N TNSION TSTING O 5 PRNT O NHORS SHOWN ON STRUTURL RWINGS. TST LO SHOUL 2 TIMS TH MNUTURR S LLOWL LO O TH NHOR IN TNSION.. POXY OR MNT GROUT OWLS OR NHORS: OSRV RILL HOLS TR LNING N OSRV INSTLLTION O GROUT N NHORS. ITY O GINSVILL/ GINSVILL RGIONL UTILITIS SWTWTR RNH/PYNS PRIRI SHTLOW RSTORTION GNRL NOTS SHOP RWINGS SHOP RWINGS OR RINORING STL N STRUTURL STL SHLL SUMITT OR RVIW PRIOR TO RITION O THS ITMS. IMNSIONS N QUNTITIS R NOT RVIW Y TH NGINR O ROR; THROR, THY SHLL VRII Y TH ONTRTOR. TH ONTRTOR SHLL RVIW N STMP RWINGS PRIOR TO RVIW Y TH NGINR O ROR. TH ONTRTOR SHLL RVIW RWINGS OR ONORMN WITH TH MNS, MTHOS, THNIQUS, SQUNS, N OPRTIONS O ONSTRUTION, N LL STY PRUTIONS N PROGRMS ININTL THRTO. SUMITTLS SHLL INLU ON RPROUIL N ON OPY; RPROUIL WILL MRK N RTURN. SHOP RWING SUMITTLS PROSS Y TH NGINR R NOT HNG ORRS. TH PURPOS O SHOP RWING SUMITTLS Y TH ONTRTOR IS TO MONSTRT TO TH NGINR THT TH ONTRTOR UNRSTNS TH SIGN ONPT, Y INITING WHIH MTRIL IS INTN TO URNISH N INSTLL, N Y TILING TH INTN RITION N INSTLLTION MTHOS. I VITIONS, ISRPNIS, OR ONLITS TWN SHOP RWINGS SUMITTLS N TH ONTRT OUMNTS R ISOVR ITHR PRIOR TO OR TR SHOP RWING SUMITTLS R PROSS Y TH NGINR, TH SIGN RWINGS N SPIITIONS SHLL ONTROL N SHLL OLLOW. SHOP RWINGS OR RR SUMITTLS THT R IN S SIGN-UIL PONNTS IN TH ONSTRUTION OUMNTS SHLL INLU TH SIGNING PROSSIONL NGINR S STMP OR TH JURISITION WHR TH PROJT IS LOT N SHLL PPROV Y TH PONNT SIGNR PRIOR TO URSORY RVIW Y TH NGINR O ROR OR LOS IMPOS ON TH SI STRUTUR. TH PONNT SIGNR IS RSPONSIL OR O ONORMN N LL NSSRY ONNTIONS NOT SPIILLY LL OUT ON RHITTURL OR STRUTURL RWINGS. SHOP RWINGS SHLL INIT MGNITU N IRTION O LL LOS IMPOS ON SI STRUTUR. SIGN LULTIONS SHLL INLU IN TH SUMITTL. STRUTURL OSRVTION TH NGINR O ROR SHLL PROVI VISUL OSRVTION O TH STRUTURL SYSTM, OR GNRL ONORMN TO TH PPROV PLNS N SPIITIONS, T SIGNIINT ONSTRUTION STGS N T TH PLTION O TH STRUTURL SYSTM. STRUTURL OSRVTION OS NOT INLU OR WIV TH RSPONSIILITY OR TH INSPTIONS RQUIR Y I STIONS 109, 1704, OR OTHR STIONS O TH INTRNTIONL UILING O. STRUTURL OSRVTION RPORTS SHLL ISSU TO TH OWNR, RHITT, ONTRTOR, N UILING OIIL T SIGNIINT ONSTRUTION STGS. RTIIT O UTHORIZTION #1841 PPROV Y P.. # T SL c Jones dmunds PROJT NO. MY 2011 94121.00 S NOT WG. NO. S04 2234

c Jones dmunds 2234 RRN RWINGS S00 RVITIONS, RWING SYMOLS, GNRL NOTS S13 PLNS, STIONS N TILS S90 IL TILS N SHULS NOTS 1. TOP O LL OOTING LVTIONS SHLL 3-0" LOW GR 4. S IL WOO TILS OR SHTHING LYOUT N LVTION UNLSS NOT OTHRWIS. NILING RQUIRMNTS, UNLSS NOT OTHRWIS ON PLNS. ( ) INITS OTTOM OOTING LVTION. LL OOTINGS SHLL R ON UNISTUR SUGR/STRUTURL ILL IN 5. RMING LOTIONS R SHMTILLY SHOWN ON TH PLNS. ORN WITH TH GOTHNIL RPORT UNLSS NOT IT IS NOT TH INTNT O TH STRUTURL PLNS TO OTHRWIS. GRPHILLY LOT LL RMING MMRS XPT WHR SPIILLY LL OUT. TH ONTRTOR IS RSPONSIL 2. "5" INITS OOTING MRK. S OOTING SHUL ON OR SPING RMING MMRS S NOT ON TH PLNS N P-80 OR SIZ N RINORMNT. GNRTING MMR LYOUT OR SHOP RWINGS N QUNTITY TKOS. 3. 4X6 H5 SIZ O WLL HOR/POST HOLOWN SIZ RQUIR ROM OTTOM O POST/HOR TO TOP O POST/HOR O LOOR LOW 6. WHR NOT, ROUGH SWN JOISTS/RTRS SHLL PROVI T TH SPING NOT. PROVI SIMPSON Uxx HNGRS WHR -MOUNT ONNTIONS R RQUIR, UNLSS NOT 5/25/2011 3:04:38 PM user: YM pcf: MK_HYRI_STRUT pltcfg: P S WTS MONO.PLTG file: J:\PYNSPRIRI\S-12.GN model: SHT version: LTR. T RVISIONS Y PPR. INITS HOR/POST L OL L OL L OL OUNTIONS TO 6-0" 6-0" VRII PR INL GOTH RPORT 6x8 POST, 2/S13 " = 1-0" SIGN RWN OUNTION PLN HK 730 N WLO RO, GINSVILL, LORI 32641 / (352) 377-5821 1/S13 16"x16" ON OL, N 6-3" L OL L OL OTHRWIS. LL JOISTS/RTRS SHLL ONNT TO TH SUPPORTING WLL RMING WITH SIMPSON H2.5 TIS, UNLSS NOT OTHRWIS. 2x6 SP KING 2/S13 2x6 2x6 2x6 2x6 6x8 L OL L OL L OL 6-0" 6x8 6-0" 4x8, UNO 2x6 2x6 2x6 2x6 " = 1-0" 1/S13 6x8 LOOR RMING PLN ITY O GINSVILL/ GINSVILL RGIONL UTILITIS SWTWTR RNH/PYNS PRIRI SHTLOW RSTORTION 2-8" 6-3" 1" 6" N L OL L OL ORWLK PLNS, STIONS N TILS RTIIT O UTHORIZTION #1841 PPROV Y P.. # T PROJT NO. MY 2011 94121.00 SL WG. NO. S NOT S12

c Jones dmunds 2234 L OL L OL L OL L OL L OL 5/S13 SRN PR RH 2x M 2x KING PR PLN PR RH (3-6" MX) TOP O RILING ORWLK SRN PR RH NOT SHOWN OR LRITY 6x POST PR PLN 2x KING PR PLN TOP O RILING PR RH (3-6" MX) ORWLK PR PLN 6x POST PR PLN 10/S13 6x M PR PLN 4x M PR PLN PR RH (6-0" MX) 6x M YON 4x M PR PLN 2x M PR PLN PR RH (6-0" MX) GR GR 5/25/2011 3:04:40 PM user: YM pcf: MK_HYRI_STRUT pltcfg: P S WTS MONO.PLTG file: J:\PYNSPRIRI\S-13.GN model: SHT version: " = 1-0" " = 1-0" ORWLK - STION 1 ORWLK - STION 2x10 SLOP PR RH SRN PR RH 1" = 1-0" PL (36) S W/ (3) "~ THRU-OLTS, NTR NOTS: "~ LG SRW L OL T TR O POST W/ 6" M INTO 6x POST 16d @ 24" O (2) 16d INTO 6x POST 2x6 UT TO SLOP 6x POST PR PLN, UT TO SLOP T TOP ORWLK - TIL L OL 1" = 1-0" ORWLK - TIL 1" 6" 5" 3" 3" 5 6x POST PR PLN, NTR ON ON OL ST GR ST TG PR PLN 1. RR TO IL ONRT OLUMN OOTING TIL OR ITIONL INORMTION. NOTS: 1. S 5 N 10/P-97 OR ITIONL INORMTION. 1" 1" L OL 5" 6x POST PL" W/ (4) "~ KWIK OLT TZ-SS W/ 4" MIN M 5" STION L OL 1" LR STION SIGN RWN LTR. T RVISIONS Y PPR. HK 730 N WLO RO, GINSVILL, LORI 32641 / (352) 377-5821 L OL PL S (3) #4x TIS (8) #6 LONGIT RIN L OL 2 3 4 6 10 ITY O GINSVILL/ GINSVILL RGIONL UTILITIS SWTWTR RNH/PYNS PRIRI SHTLOW RSTORTION 7 ORWLK PLNS, STIONS N TILS RTIIT O UTHORIZTION #1841 PPROV Y P.. # T SL S13 8 12 PROJT NO. MY 2011 94121.00 S NOT WG. NO.

c Jones dmunds 2234 RRN RWINGS S00 RVITIONS, RWING SYMOLS, GNRL NOTS S90 IL TILS N SHULS NOTS 5/25/2011 3:04:45 PM user: YM pcf: MK_HYRI_STRUT pltcfg: P S WTS MONO.PLTG file: J:\PYNSPRIRI\S-14.GN model: SHT version: LTR. T RVISIONS Y PPR. " = 1-0" SIGN RWN 1. S IL WOO TILS OR SHTHING LYOUT N NILING RQUIRMNTS, UNLSS NOT OTHRWIS ON PLNS. 2. RMING LOTIONS R SHMTILLY SHOWN ON TH PLNS. IT IS NOT TH INTNT O TH STRUTURL PLNS TO GRPHILLY LOT LL RMING MMRS XPT WHR SPIILLY LL OUT. TH ONTRTOR IS RSPONSIL OR SPING RMING MMRS S NOT ON TH PLNS N GNRTING MMR LYOUT OR SHOP RWINGS N QUNTITY TKOS. 3. WHR NOT, ROUGH SWN JOISTS/RTRS SHLL PROVI T TH SPING NOT. PROVI SIMPSON Uxx HNGRS WHR -MOUNT ONNTIONS R RQUIR, UNLSS NOT OTHRWIS. LL JOISTS/RTRS SHLL ONNT TO TH SUPPORTING WLL RMING WITH SIMPSON H2.5 TIS, UNLSS NOT OTHRWIS. HSS8x6x 3.0 3.0 OUNTION PLN HK 730 N WLO RO, GINSVILL, LORI 32641 / (352) 377-5821 N HSS6x6x R LOW 3x8 @ 3-0" O, 2x4 @ 24" ROO RMING PLN " = 1-0" 0" ORRUGT MTL ROO K 0" HSS8x6x HSS8x6x ITY O GINSVILL/ GINSVILL RGIONL UTILITIS SWTWTR RNH/PYNS PRIRI SHTLOW RSTORTION N ORRUGT MTL ROO 2x HSS6x6x R LOW 3x M HSS6x6 STL M HSS6x6x R GR SH STRUTUR PLNS, STIONS N TILS STION " = 1-0" 1-0" 2-0" RTIIT O UTHORIZTION #1841 PPROV Y P.. # T PROJT NO. MY 2011 94121.00 SL WG. NO. S NOT S14

c Jones dmunds 2234 RRN RWINGS S00 RVITIONS, RWING SYMOLS, GNRL NOTS S23 PLNS S90 IL TILS N SHULS NOTS 1. RRN LOOR LVTION IS 74.0 2. S IL WOO TILS OR SHTHING LYOUT N NILING RQUIRMNTS, UNLSS NOT OTHRWIS ON PLNS. 3. RR TO RHITTURL RWINGS OR RMING LOTIONS 4 WHR NOT, ROUGH SWN JOISTS/RTRS SHLL PROVI T TH SPING NOT. PROVI SIMPSON Uxx HNGRS WHR -MOUNT ONNTIONS R RQUIR, UNLSS NOT OTHRWIS. LL JOISTS/RTRS SHLL ONNT TO TH SUPPORTING WLL RMING WITH SIMPSON H2.5 TIS, UNLSS NOT OTHRWIS. 5/25/2011 3:04:49 PM user: YM pcf: MK_HYRI_STRUT pltcfg: P S WTS MONO.PLTG file: J:\PYNSPRIRI\S-22.GN model: SHT version: 6-4 -0" 12-0" 12-0" 4-0" 6-1 -8" 1-8" 4.0 4.0 4.0 THIKN SL G 6" MU 1-0" 6x6, UNO 1-0" 4.0 1-0" 1-0" 1-0" 1-0" 1-0" 1-0" 4.0 6.0 6.0 OUNTION PLN " = 1-0" 8x8 8x8 1-0" 1-0" 1-0" 1-0" 1-0" 1-0" 4" ON SOG 4.0 4.0 1-0" 1-0" 1-9" 11-9" 2-9 -0" 9-0" 2-11 -9" 1-9" LTR. T RVISIONS Y PPR. SIGN RWN N 6" MU 5-0" HK 730 N WLO RO, GINSVILL, LORI 32641 / (352) 377-5821 7-6" 4.0 4.0 4.0 15-7" 4-9" ITY O GINSVILL/ GINSVILL RGIONL UTILITIS SWTWTR RNH/PYNS PRIRI SHTLOW RSTORTION NTRY UILING OUNTION N IRST LOOR RMING PLNS RTIIT O UTHORIZTION #1841 PPROV Y P.. # T PROJT NO. MY 2011 94121.00 SL WG. NO. S NOT S22

c Jones dmunds 2234 RRN RWINGS S00 RVITIONS, RWING SYMOLS, GNRL NOTS S22 PLNS S90 IL TILS N SHULS NOTS 1. S IL WOO TILS OR SHTHING LYOUT N NILING RQUIRMNTS, UNLSS NOT OTHRWIS ON PLNS. 2. STRUTURL ROO K IS 8-INH STRUTURL INSULT PNL, UNLSS NOT OTHRWIS. 3. RMING LOTIONS R SHMTILLY SHOWN ON TH PLNS. IT IS NOT TH INTNT O TH STRUTURL PLNS TO GRPHILLY LOT LL RMING MMRS XPT WHR SPIILLY LL OUT. TH ONTRTOR IS RSPONSIL OR SPING RMING MMRS S NOT ON TH PLNS N GNRTING MMR LYOUT OR SHOP RWINGS N QUNTITY TKOS. 4. WHR NOT, ROUGH SWN JOISTS/RTRS SHLL PROVI T TH SPING NOT. PROVI SIMPSON Uxx HNGRS WHR 5/25/2011 3:04:51 PM user: YM pcf: MK_HYRI_STRUT pltcfg: P S WTS MONO.PLTG file: J:\PYNSPRIRI\S-23.GN model: SHT version: LTR. T RVISIONS Y PPR. SIGN RWN HK 730 N WLO RO, GINSVILL, LORI 32641 / (352) 377-5821 -MOUNT ONNTIONS R RQUIR, UNLSS NOT OTHRWIS. LL JOISTS/RTRS SHLL ONNT TO TH SUPPORTING WLL RMING WITH SIMPSON H2.5 TIS, UNLSS NOT OTHRWIS. 6x10 6x10 (2) 3x8 SP#2, 6" MU LOW, (2) 3x8 SP#2, ITY O GINSVILL/ GINSVILL RGIONL UTILITIS SWTWTR RNH/PYNS PRIRI SHTLOW RSTORTION 6x10 6x10, UNO (2) 3x8 SP#2, 4x6 IG STRUT 4x6 IG STRUT (2) 3x8 SP#2, (2) 3x8 SP#2, 2x4 LT SKIP SHTG, W/ MTL K OVR RR RH ROO RMING PLN " = 1-0" 4x6 IG STRUT 6x10 4x6 IG STRUT4x6 IG STRUT (2) 3x8 SP#2, 4x6 IG STRUT 6x10, UNO NTRY UILING ROO RMING PLN 4x6 IG STRUT 6" MU LOW, 4x6 IG STRUT N (2) 3x8 SP#2, (2) 3x8 SP#2, RTIIT O UTHORIZTION #1841 PPROV Y P.. # 6x10 6x10 T PROJT NO. MY 2011 94121.00 SL WG. NO. S NOT S23

c Jones dmunds 2234 RRN RWINGS NOTS SIZ O WLL HOR/POST S00 RVITIONS, RWING SYMOLS, GNRL NOTS 1. TOP O LL OOTING LVTIONS SHLL 3-0" LOW GR S33 PLNS LVTION UNLSS NOT OTHRWIS. S90 IL TILS N SHULS ( ) INITS OTTOM OOTING LVTION. LL OOTINGS SHLL R ON UNISTUR SUGR/STRUTURL ILL IN ORN WITH TH GOTHNIL RPORT UNLSS NOT OTHRWIS. 2. "5" INITS OOTING MRK. S OOTING SHUL ON P-80 OR SIZ N RINORMNT. 3. RRN IRST LOOR LVTION IS 67-0". 1 2 3 4 4. TH STRUTURL LOOR SHTHING IS " T&G PLYWOO (P.I. 48/24) UNLSS NOT OTHRWIS. 5. S IL WOO TILS OR SHTHING LYOUT N NILING RQUIRMNTS, UNLSS NOT OTHRWIS ON PLNS. 6. RMING LOTIONS R SHMTILLY SHOWN ON TH PLNS. IT IS NOT TH INTNT O TH STRUTURL PLNS TO GRPHILLY LOT LL RMING MMRS XPT WHR SPIILLY LL OUT. TH ONTRTOR IS RSPONSIL OR SPING RMING MMRS S NOT ON TH PLNS N GNRTING MMR LYOUT OR SHOP RWINGS N QUNTITY TKOS. 10. 7. "SW*" INITS SHR WLL. RR TO TH SHR WLL SHUL N TILS. S TH RHITTURL RWINGS OR LL WLL LOTIONS N MINIMUM SIZS. 4X6 H5 HOLOWN SIZ RQUIR ROM OTTOM O POST/HOR TO TOP O POST/HOR O LOOR LOW INITS HOR/POST 8. NON-SHUL WLLS SHLL ONSTRUT PR TH IL 11. WHR NOT, ROUGH SWN JOISTS/RTRS SHLL PROVI WOO TILS N GNRL NOTS. S TH RHITTURL T TH SPING NOT. PROVI SIMPSON Uxx HNGRS WHR RWINGS OR NON-RING WLL LOTIONS N MINIMUM SIZS. -MOUNT ONNTIONS R RQUIR, UNLSS NOT OTHRWIS. LL JOISTS/RTRS SHLL ONNT TO TH 9. "H*" INITS TIMR HOLOWN PR TH IL TILS. SUPPORTING WLL RMING WITH SIMPSON H2.5 TIS, UNLSS INSTLL SIMPSON HOLOWNS PR TH MNUTURR S NOT OTHRWIS. GUILINS T TH LOTIONS INIT. 1 2 3 4 5/25/2011 3:04:55 PM user: YM pcf: MK_HYRI_STRUT pltcfg: P S WTS MONO.PLTG file: J:\PYNSPRIRI\S-32.GN model: SHT version: 46-0" 8-0" 30-0" 8-0" 3-3" 6-0" 8-8" OUNTION PLN LTR. T RVISIONS Y PPR. 8-0" 30-0" 8-0" N " = 1-0" " = 1-0" SIGN RWN 46-0" 12-0" 6-0" 11-9" 1/S95 2/S95 12-0" 6-0" HK 730 N WLO RO, GINSVILL, LORI 32641 / (352) 377-5821 10" THIK ON WLL 3.5, 10"x10" ON OL TO LOOR, 2-0" 2-0" 9-1" 46-0" 8-0" 30-0" 8-0" 2x12 @ 1 O H H ITY O GINSVILL/ GINSVILL RGIONL UTILITIS SWTWTR RNH/PYNS PRIRI SHTLOW RSTORTION (2) 2x8 (2) 2x8 (2) 2x8 (2) 2x8 H S NOT 4 H 8-0" 30-0" 8-0" 6x8 6x8 6x8 6x8 H H H 6x8 6x8 IRST LOOR RMING PLN N 46-0" (2) 2x8 (2) 2x8 SURITY RSIN OUNTION N IRST LOOR RMING PLN 6x8 H H H H H H H H S NOT 4 GL5x12 H O 1 @ 2x12 O 1 @ 2x12 1/S95 6x8 2/S95 (2) 2x8 (2) 2x8 (2) 2x8 6x8 (3) 2x12 GL5x12 4x6 POST H 6x8 6x6 POST UNO RTIIT O UTHORIZTION #1841 PPROV Y P.. # GL5x12 PT 2x8 @ 1 O, H T XT K UNO (3) 2x12 6x8 S NOT 4 H 6x8 6x8 2x4 SP KING, @ XT PORHS T SL (2) 2x8 (2) 2x8 PROJT NO. MY 2011 94121.00 S NOT H H WG. NO. S32

c Jones dmunds 2234 RRN RWINGS S00 RVITIONS, RWING SYMOLS, GNRL NOTS S32 PLNS S90 IL TILS N SHULS NOTS 1. S IL WOO TILS OR SHTHING LYOUT N NILING RQUIRMNTS, UNLSS NOT OTHRWIS ON PLNS. 2. STRUTURL ROO K IS 8-INH STRUTURL INSULT PNL, UNLSS NOT OTHRWIS. 3. RMING LOTIONS R SHMTILLY SHOWN ON TH PLNS. IT IS NOT TH INTNT O TH STRUTURL PLNS TO GRPHILLY LOT LL RMING MMRS XPT WHR SPIILLY LL OUT. TH ONTRTOR IS RSPONSIL OR SPING RMING MMRS S NOT ON TH PLNS N GNRTING MMR LYOUT OR SHOP RWINGS N QUNTITY TKOS. 4. WHR NOT, ROUGH SWN JOISTS/RTRS SHLL PROVI T TH SPING NOT. PROVI SIMPSON Uxx HNGRS WHR -MOUNT ONNTIONS R RQUIR, UNLSS NOT OTHRWIS. LL JOISTS/RTRS SHLL ONNT TO TH SUPPORTING WLL RMING WITH SIMPSON H2.5 TIS, UNLSS NOT OTHRWIS. 1 2 3 4 8-0" 30-0" 8-0" 46-0" 5/25/2011 3:04:57 PM user: YM pcf: MK_HYRI_STRUT pltcfg: P S WTS MONO.PLTG file: J:\PYNSPRIRI\S-33.GN model: SHT version: 8-0" 30-0" 2 3 30-0" H H H SW1 SW1 6x8 H H H SW1 SW1 6x8 6x8 6x8 2x8 @ 1 O 4x8 SW1 SW1 6x8 SW1 SW1 H H H LOT RMING PLN TOP O SHR WLL IS T TOP O STRUTURL LOOR LVTION " = 1-0" SIGN RWN HK 730 N WLO RO, GINSVILL, LORI 32641 / (352) 377-5821 LTR. T RVISIONS Y PPR. N 46-0" 8-0" 30-0" 8-0" 6x8 6x8 SW1 6x8 6x8 6x8 SW1 ITY O GINSVILL/ GINSVILL RGIONL UTILITIS ROO RMING PLN " = 1-0" SWTWTR RNH/PYNS PRIRI SHTLOW RSTORTION 6x8 6x8 6x8 6x10 SW2 SW2 SW1 S NOT 2 SW1 TRUSS TRUSS TRUSS TRUSS 6x8 6x8 6x8 6x8 6x8 N OVR 2x4 @ 8" O SKIP SHTHING W/ MTL K SURITY RSIN LOT N ROO RMING PLNS 6-0" 6-0" 6-0" 6-0" SW1 GL5x16.5 SW2 RTIIT O UTHORIZTION #1841 PPROV Y P.. # SW2 9/S97 S 2/S34 (2) 3x8 NOT 2, UNO 6x10 6x8 6x8 6x8 6x8 SW1 6/S97 2x4 @ 8" O SKIP SHTHING W/ MTL K OVR, @ LOW ROO 8/S97 T PROJT NO. MY 2011 94121.00 SL WG. NO. S NOT S33

c Jones dmunds 2234 2 2 15-0" 15-0" SIP PNLS N 2x4 SHTG NOT SHOWN OR LRITY 8/P-93 11-7" 1-5" 6-3" PL (36) S W/ (16) " I THRU-OLTS ONN O SIP TO TRUSS PR MR 5" 4" 4" L OLTS MTL K ROOING PR RH 5/25/2011 3:04:59 PM user: YM pcf: MK_HYRI_STRUT pltcfg: P S WTS MONO.PLTG file: J:\PYNSPRIRI\S-34.GN model: SHT version: " = 1-0" " = 1-0" L M L M 4"4"4" PL (36) S W/ (12) " I THRU-OLTS LTR. T RVISIONS Y PPR. SURITY RSIN - TRUSS 11" SIGN RWN 6x M 4"4"4"4" 6" 35 LIP OR LKG ONN TO TRUSS 35 LIP @ 24" SW PR PLN WLL PLYWOO WHR SH TWO SIS SIP PNL GRI PLYWOO SHTG TIL ONN O SIP TO TRUSS N RIM JOIST PR MR 1" SOLI LSL LKG T TWO-SI PLYW SW 1 " ONT LSL RIM JOIST 6/P-93 MTL K ROOING PR RH SKIP SHTG (2) 3X MS M W/IN SIP PNL N R ON SW SIP PNL YON SW PR PLN 2 6 PL (36) S W/ (4) " I THRU-OLTS 9 10 11 HK 730 N WLO RO, GINSVILL, LORI 32641 / (352) 377-5821 2x4 " = 1-0" L M L M ITY O GINSVILL/ GINSVILL RGIONL UTILITIS SWTWTR RNH/PYNS PRIRI SHTLOW RSTORTION THRU-OLTS PL (36) S W/ (16) " I 5" 5" 4" 5" 3" 3" 5" TIL SURITY RSIN TRUSS LVTIONS N TILS 4"5" L OLTS P.. # L M L M 2x4 SKIP SHTG RTIIT O UTHORIZTION #1841 PPROV Y SIP PNL T SL S34 8 12 PROJT NO. MY 2011 94121.00 S NOT WG. NO.

c Jones dmunds 2234 RRN RWINGS S00 RVITIONS, RWING SYMOLS, GNRL NOTS S90 IL TILS N SHULS NOTS 1. RRN LOOR LVTION IS 65-0" 2. TH STRUTURL LOOR IS 2x KING. 3. S IL WOO TILS OR SHTHING LYOUT N NILING RQUIRMNTS, UNLSS NOT OTHRWIS ON PLNS. 5. "S" INITS RG STRUT. RG STRUTS SHLL LIGN S SHOWN ON PLN N NIL WITH PNL G NILING. 6. WHR NOT, ROUGH SWN JOISTS/RTRS SHLL PROVI T TH SPING NOT. PROVI SIMPSON Uxx HNGRS WHR -MOUNT ONNTIONS R RQUIR, UNLSS NOT OTHRWIS. LL JOISTS/RTRS SHLL ONNT TO TH SUPPORTING WLL RMING WITH SIMPSON H2.5 TIS, UNLSS NOT OTHRWIS. 4. RMING LOTIONS R SHMTILLY SHOWN ON TH PLNS. IT IS NOT TH INTNT O TH STRUTURL PLNS TO GRPHILLY LOT LL RMING MMRS XPT WHR SPIILLY LL OUT. TH ONTRTOR IS RSPONSIL OR SPING RMING MMRS S NOT ON TH PLNS N GNRTING MMR LYOUT OR SHOP RWINGS N QUNTITY TKOS. 5/25/2011 3:05:05 PM user: YM pcf: MK_HYRI_STRUT pltcfg: P S WTS MONO.PLTG file: J:\PYNSPRIRI\S-42.GN model: SHT version: 9-9" 6-0" 6-0" 3-9" 9-0" 8x8 6x6, UNO 12-0" 8x8 5.0, 4x6 IG R, N 9-9" 5.10 5.10 LTR. T RVISIONS Y PPR. 3-9" 3-0" 3-9" 6x6 6x6 6x6 2x4 SP KING OUNTION PLN IRST LOOR RMING PLN ROO RMING PLN " = 1-0" " = 1-0" " = 1-0" SIGN RWN HK 730 N WLO RO, GINSVILL, LORI 32641 / (352) 377-5821 (2) 2x12 (2) 2x12 (2) 2x12 2x12 @ 16" O, 6x6 6x6 6x6 N ITY O GINSVILL/ GINSVILL RGIONL UTILITIS SWTWTR RNH/PYNS PRIRI SHTLOW RSTORTION WL LSSROOM OUNTION, IRST LOOR N ROO RMING PLNS 2x4 SKIP SHTG W/ MTL K OVR 6x16 SP #1 6x16 SP #1 4x6 RING 4x6 RING 4x6 RING 6x16 SP #1 6x16 SP #1 PPROV Y P.. # (2) 3x8, RTIIT O UTHORIZTION #1841 N T PROJT NO. MY 2011 94121.00 SL WG. NO. S NOT S42

c Jones dmunds 2234 10-0" 12-6" 16-6" 12-6" 10-0" 1 RRN RWINGS S00 RVITIONS, RWING SYMOLS, GNRL NOTS 4-3" 4-3" 8-3" 9-5 -3" S63 PLNS S90 IL TILS N SHULS 7-6" NOTS 1. TOP O LL OOTING LVTIONS SHLL 3-0" LOW GR 5/25/2011 3:05:09 PM user: YM pcf: MK_HYRI_STRUT pltcfg: P S WTS MONO.PLTG file: J:\PYNSPRIRI\S-62.GN model: SHT version: 2. "5" INITS OOTING MRK. S OOTING SHUL ON 3. LVTION UNLSS NOT OTHRWIS. ( ) INITS OTTOM OOTING LVTION. LL OOTINGS SHLL R ON UNISTUR SUGR/STRUTURL ILL IN ORN WITH TH GOTHNIL RPORT UNLSS NOT OTHRWIS. P-80 OR SIZ N RINORMNT. 4X6 H5 SIZ O WLL HOR/POST HOLOWN SIZ RQUIR ROM OTTOM O POST/HOR TO TOP O POST/HOR O LOOR LOW INITS HOR/POST LTR. T RVISIONS Y PPR. SIGN RWN HK 730 N WLO RO, GINSVILL, LORI 32641 / (352) 377-5821 2 3 4 5 6 7 12-0" 5-6" 12-6" 5-6" 10-0" 2-0" 5" 5-10" OUNTION PLN " = 1-0" 6x6 R, 3.5 3.5 3.5 6x8 POST N 3.5 3.5 6x6 POST UNO STRIP TG TO SIGN W/ INL GOTH INO, ITY O GINSVILL/ GINSVILL RGIONL UTILITIS SWTWTR RNH/PYNS PRIRI SHTLOW RSTORTION 3.5 7/S96 3.5 3.5 6x8 POST 3.5 6x8 POST 3.5 8 - VISITOR HLL OUNTION PLN 3.5 3.5 3.5 3.5 3.5 RTIIT O UTHORIZTION #1841 PPROV Y P.. # 8-0" 8-0" T PROJT NO. MY 2011 94121.00 SL WG. NO. S NOT S62

c Jones dmunds 2234 RRN RWINGS S00 RVITIONS, RWING SYMOLS, GNRL NOTS S62 PLNS GL5x13.5 GL5x S90 IL TILS N SHULS 10-0" 12-6" 16-6" 12-6" 10-0" 1 NOTS 1. RRN LOOR LVTION IS 67-0". 7-6" 2. TH STRUTURL LOOR SHTHING IS " T&G PLYWOO (P.I. 48/24), UNLSS NOT OTHRWIS. 2x4 SP KING, T XT KS 3. S IL WOO TILS OR SHTHING LYOUT N NILING RQUIRMNTS, UNLSS NOT OTHRWIS ON PLNS. 2 4. RMING LOTIONS R SHMTILLY SHOWN ON TH PLNS. IT IS NOT TH INTNT O TH STRUTURL PLNS TO 5/25/2011 3:05:13 PM user: YM pcf: MK_HYRI_STRUT pltcfg: P S WTS MONO.PLTG file: J:\PYNSPRIRI\S-63.GN model: SHT version: GRPHILLY LOT LL RMING MMRS XPT WHR SPIILLY LL OUT. TH ONTRTOR IS RSPONSIL OR SPING RMING MMRS S NOT ON TH PLNS N GNRTING MMR LYOUT OR SHOP RWINGS N QUNTITY TKOS. 5. "SW*" INITS SHR WLL. RR TO TH SHR WLL SHUL N TILS. S TH RHITTURL RWINGS OR LL WLL LOTIONS N MINIMUM SIZS. 6. NON-SHUL WLLS SHLL ONSTRUT PR TH IL WOO TILS N GNRL NOTS. S TH RHITTURL RWINGS OR NON-RING WLL LOTIONS N MINIMUM SIZS. 7. "H*" INITS TIMR HOLOWN PR TH IL TILS. 8. INSTLL SIMPSON HOLOWNS PR TH MNUTURR S GUILINS T TH LOTIONS INIT. 4X6 H5 NOT OTHRWIS. SIZ O WLL HOR/POST HOLOWN SIZ RQUIR ROM OTTOM O POST/HOR TO TOP O POST/HOR O LOOR LOW INITS HOR/POST 9. WHR NOT, ROUGH SWN JOISTS/RTRS SHLL PROVI T TH SPING NOT. PROVI SIMPSON Uxx HNGRS WHR -MOUNT ONNTIONS R RQUIR, UNLSS NOT OTHRWIS. LL JOISTS/RTRS SHLL ONNT TO TH SUPPORTING WLL RMING WITH SIMPSON H2.5 TIS, UNLSS LTR. T RVISIONS Y PPR. SIGN RWN 3 4 5 6 7 12-0" 5-6" 12-6" 5-6" 10-0" IRST LOOR RMING PLN " = 1-0" HK 730 N WLO RO, GINSVILL, LORI 32641 / (352) 377-5821 GL5x13.5 GL5x13.5 GL5x13.5 GL5x13.5 S NOT 2 T INTRIOR SP 2x12 @ 1 O, T INTRIOR SPS UNO N GL5x13.5 GL5x13.5 GL5x13.5 6x8 POST GL5x16.5 UNO ITY O GINSVILL/ GINSVILL RGIONL UTILITIS SWTWTR RNH/PYNS PRIRI SHTLOW RSTORTION GL5x16.5 (3) 2x12 GL5x13.5 13.5 (2)2x12 @ 16" O (2) 2x12 @ 16" O VISITOR HLL IRST LOOR RMING PLN (3) 2x12 7/S96 PT (2) 2x12 @ 1 O, T XT KS 2x4 SP KING, T XT KS RTIIT O UTHORIZTION #1841 PPROV Y P.. # T PROJT NO. MY 2011 94121.00 SL WG. NO. S NOT S63

c Jones dmunds 2234 RRN RWINGS S00 RVITIONS, RWING SYMOLS, GNRL NOTS S63 PLNS 10-0" 12-6" 16-6" 12-6" 10-0" S90 IL TILS N SHULS NOTS 1 1. S IL WOO TILS OR SHTHING LYOUT N NILING RQUIRMNTS, UNLSS NOT OTHRWIS ON PLNS. 2. RMING LOTIONS R SHMTILLY SHOWN ON TH PLNS. 7-6" 2-3" MX IT IS NOT TH INTNT O TH STRUTURL PLNS TO GRPHILLY LOT LL RMING MMRS XPT WHR SPIILLY LL OUT. TH ONTRTOR IS RSPONSIL OR SPING RMING MMRS S NOT ON TH PLNS N GNRTING MMR LYOUT OR SHOP RWINGS N QUNTITY TKOS. 2 6x14 6x14 SW1 TRUSS 6x14 3. "S" INITS RG STRUT. RG STRUTS SHLL LIGN S SHOWN ON PLN N NIL WITH PNL G 6x8 6x8 5/25/2011 3:05:15 PM user: YM pcf: MK_HYRI_STRUT pltcfg: P S WTS MONO.PLTG file: J:\PYNSPRIRI\S-64.GN model: SHT version: NILING. 4. WHR NOT, ROUGH SWN JOISTS/RTRS SHLL PROVI T TH SPING NOT. PROVI SIMPSON Uxx HNGRS WHR -MOUNT ONNTIONS R RQUIR, UNLSS NOT OTHRWIS. LL JOISTS/RTRS SHLL ONNT TO TH SUPPORTING WLL RMING WITH SIMPSON H2.5 TIS, UNLSS NOT OTHRWIS. 3 4 5 6 7 SIGN RWN HK 730 N WLO RO, GINSVILL, LORI 32641 / (352) 377-5821 LTR. T RVISIONS Y PPR. 10-0" 5-6" 12-6" 5-6" 12-0" SW1 6x8 6x8 6x14 SW1 6x10 SW2 SW2 6x10 2x10 @ 16" O 0" SW1 6x8 GL5x13.5 LOW SW 6x8 ROO RMING PLN " = 1-0" 0" 6x8 TRUSS TRUSS 2x10 4-3" MX @ 16" O 6x14 SW1 SW1 SW1 SW1 ITY O GINSVILL/ GINSVILL RGIONL UTILITIS SWTWTR RNH/PYNS PRIRI SHTLOW RSTORTION GL5x13.5 6x8 N 2x10 @ 16" O GL5x13.5 LOW SW 0" SW1 6x8 6x8 VISITOR HLL ROO RMING PLN SW2 0" 6x8 SW2 SW2 2/S65 SW2 SW2 7/S97a 6x10 6x10 6x14 S 6x14 6x14 6x14 RTIIT O UTHORIZTION #1841 PPROV Y P.. # 6/S97a 2x10 @ 16" O 2/S97a T SL PROJT NO. MY 2011 94121.00 S NOT WG. NO. S64

c Jones dmunds 2234 12-6" 8-3" 8-3" 12-6" 7/P-94 2x JOISTS N PLYWOO SHTG NOT SHOWN OR LRITY 8/P-94 5/25/2011 3:05:17 PM user: YM pcf: MK_HYRI_STRUT pltcfg: P S WTS MONO.PLTG file: J:\PYNSPRIRI\S-65.GN model: SHT version: " = 1-0" L RO " = 1-0" TNSION RO LVIS, NO. 3 3" L M 4" 4" 1-10" 3" L L M L OLTS OLTS PR RH TIL LTR. T RVISIONS Y PPR. 1" 3" VISITOR HLL - TRUSS (2) GL MS PL HIN Y GL 2 x M 1" ~ STL RO OLTS L PL (36) S L M W/ (15) "~ THRU-OLTS, TR (6) OLTS GO THROUGH LL MMRS SIGN RWN GL5x11 9/P-94 L M OLTS L L M 4" 6" PL (36) S W/ (10) "~ THRU-OLTS (2)GL2 x11 4" GL5x16.5 GL5x13.5 4"4" WP PL (36) S W/ (10) "~ THRU-OLTS 6x POST PR PLN 2x JOISTS PR PLN 4"5"5"4" 1-3" 10/P-94 2-9" 9-7" 15-1" 2 2x JOISTS " = 1-0" " = 1-0" 9 TIL 10 11 HK 730 N WLO RO, GINSVILL, LORI 32641 / (352) 377-5821 PLYW SHTG WP L OL LKG TWN JOISTS T PNL GS, LOK 1" ONT LSL RIM JOIST 2x JOISTS PR PLN 6x POST WITHIN WLL PR PLN L M L OLTS 1" L L M 4" OLTS 4"4" 6" GL M, 4"4" 6" ITY O GINSVILL/ GINSVILL RGIONL UTILITIS TIL SWTWTR RNH/PYNS PRIRI SHTLOW RSTORTION LKG TWN JOISTS T PNL GS, L M PL (36) S W/ (24) "~ THRU-OLTS PLYW SHTG L M VISITOR HLL TRUSS LVTIONS N TILS GL M PR PLN (6) "~ THRU-OLTS L M " = 1-0" 7 TIL PLYW SHTG 4"4"4" RTIIT O UTHORIZTION #1841 PPROV Y P.. # LKG TWN JOISTS T PNL GS, 2x JOISTS PR PLN L M (2) GL M PR PLN T SL S65 8 12 PROJT NO. MY 2011 94121.00 S NOT WG. NO.