Loading...
HomeMy WebLinkAbout6381 Ten Acre CtABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL -DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP -EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF -VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP - WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: II = STAIR CALL OUT HEIGHT OF STEP DOWN FOOTING CALL OUT - STEP DOWN 0= SEE FOOTING TALLOWY SCHEDULE ARROW SHOWS 0 = KEYNOTE CALL OUT DIRECTION OF VIEW 1 A9 ELEV NUMBER �q = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1 �--ELEV NUMBER LG-2 LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 �----ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER Al SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE 0 PORCHES AND BALCONIES CHAP. 3 0 HANDRAILS - CHAP. 3 0 GUARDRAILS - CHAP. 3 0 STAIRS - CHAP. 3 CHIMNEY & FIREPLACE CHAP. 10 E] EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS.- TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LE N NARni LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 313.574.5700 1871 ATLANTA VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION 4.0 PLAN REVISIONS 5.0 PERMIT COMMENT REVISION 6.0 TYPICAL TRUSS CONNECTOR REVISION 7.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 8.0 ADDING K, L, M ELEVATIONS INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 iST AND 2ND FLOOR PLAN A3 DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1ST & 2ND FLOOR ELECTRICAL PLAN A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M/S FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6M/S WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO PA1.3 PRODUCT APPROVAL INFO PA1.4 PRODUCT APPROVAL INFO SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS CIE,=►VAC? DEC 151021 DEC 15 zozz OCT 2 8 222 Virtual Review Assisi, Inc Pima Review completedand apprpno for cemPliauce with the 2020 FBC 216 Edirjitfi by eebra Anne -; 2 d NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. N N O i ". N T ti Lo 00 Q Lo g s y ale ` w A fez O m fP W z ¢ F 'oM o L _W i , MN v 5 �u-0-0-2 } N A� E t M W O O �o 2 o Q — •n�n,, C• ��� N �< W QN C V L E M CP 7W Oo a V F -0 0 LL! W Q Q�W2~ ZLLI J W~2 Y� Z Vx1�"oo Q< ¢aoZ�<<��Zo�oomZ�oZ LLJ F� rjW0��>L��az', L1OaQYWWo�oZ W�LL ¢¢ OOQ 0 O D�Qq�¢ O O 0w "o O O Q t1 J . Lfl �V7LL.d. cl� Q (y < U 00 LU z � I— Z W O N N O N Co N O 0 co l I � � m 00 Co 0 0 0 O O O O O O O O N N N N N N N & O O O CV CM NO6r CV N � rn rn - o cv o T- o o 0 0 0 0 o 0 N0 o 0 0 0 0 0 Lo >1 I C,i 1 ai I 'qr I Lri I to I ti L Cr z z 00 U) o 0 W cn 0 �wr— o Q o�o pa=2 L z Zw~� W� r-Q F_moz =o=z C�z�J Q ED �ZZLL w N I� O_j2z 00 U�zU) z ,—I ¢ o Z U U O0 W � z z W C, S W N O LAST PLOT DATE Jul. 15, 22 z O COVER SHEET a ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) 3-1/2" MIN. 2500 PSI CONC. SLAB OVER • 6 MIL VISQUEEN VAPOR BARRIER MECH. COMPACTED FILL TO 95% OF • MAX. DRY DENSITY TREAT SOIL W/ TERMITE POISONING OR • BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) A7 S3 a ELEV - 0'-3 1/2" 12 30'-0" I 6' X 3' 5'-0" ' 5'-2" 3'-2" 3'-4" 3'_4" ' 5'-4" 4'-8" 2'4' I A I I HB Q0 1 ❑ ❑ ❑ 0 %E] I I I B I B 17 - I o 0 I CV I - I 0 N - 7'-3" C'7 CJ LAV I SINK _ 1 L____-J 4 -- = =—�— — °°° co I O 00 I � II 6 LL 'v ' 5'-3 1/2" 1 1 5 15'-3 3/8" °O W I 0 I J. CC `V D S3 ' 0? i 1'-81 CV 1 1 I O N O I' 10 - FF I I I II � �i a o II III 11 ELEV. 8 (-) 0'- 4„ �' CJ 1 1 emH 0o s— - _2" = NOTE: WHEN A/C UNIT REQUIRED TO BE ABOVE FFE PLEASE PROVIDE CANTILEVER PLATFORM - PROVIDE (1) #5 IN GROUT FILLED CELL AT EACH BRACKET. ALL CELLS TO BE FILLED SOLID W/ GROUT. 0 co 00 a 0 v 0 �r O (V 0 Nt .l o C o B i i l I ^CC S3 9'-10 7/8" 10'-8" LY ❑ N � D `t -- ---- --- — -----cJ — - CD rn ' C? I I B I CP o a 0 O0 ❑ ❑ ❑❑ I J ❑ A I a S3 M 3� O HB o o I ❑ 00 dd ❑ N T-5" 3'-1" 1'-10" 16'-0" 1'-0" 2" 8'-8" V-0" 10" 21'4" 10„ 30'-0" rk�ELEV (-) 3 1/2" a:U_ 9 U a w A7 FOUNDATION PLAN - ELEVATION A 1 /411 = 1 9 -011 Y^: NOTE: BUILDIIJG SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL o = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O 1/2" DP X 9 1/2" WIDE RECESS 2O 1-1/2" DP X 8" WIDE RECESS 3O 1-1/2" DP X 13" WIDE RECESS 4O ICE MAKER LINE 5O SINK- KITCHEN O REF O WASHER 8O W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL O FOOTING LEGEND TAG TYPE SIZE REINFORCING OA THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. O PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY (D MONO FTG 16" x 12" DP (2) #5s CONT. CT 2 8 �_z virtual RevViewAssist.Inc. Plans Review Completed and approved for compliance witls the 2020 FBC 7th Edif06 by Debra Anise Klalsr PX2300 P N N 0 N 0 00 ,T M z Lu §gib F o tom' ; Y' W • r. ...ryz to N LO n E -0Iq o W L 'L 0 co C-) ��� �� u M C Op u o 0 9)0 O �o Q t �6 } ,W Q� n L 0O �? W r\ V) 'V o Ld ( w 0 ~Ww¢ X_j �zWg�JZ 0�Q � H Q9Rzic.O �w�Z,LLz2O~j OwOOOOOMz QQ OZwa-zwwc V QUZO QWwW oQoo. ~z m 2gQOOQ LL apW 2My OZ OW Z)Q LL Q O < g a O N W � � F>.�V)"00 `M O M Ln LL Uj ci�_ a- ro Q z�� Q 00 W W 110 N N O N O N O O O CO O Oo O O O NO O O N O N O N O N O N N C)N O6 N O O O O O c�C N M N , C) � C) O C) , O CD�- O O r- N O C _o cn NLO >rNM= O o 0 1 0 U-) 0 co� O LO 0- M1 z z zO W W 0WU) U H O Q Uo�Q o W W-s Z ZW~� J 2moz H z 1 V Z J Q mzWr—I a z z N LU I� 0g2z Op U�zU) z ,--� Q o ' Z U OU O m z Az Q W LLI CD N O LAST PLOT DATE Jul. 15, 22 Z 0 FOUNDATION PLAN A T 7 NOTE. - SEE SHEET S-11,12 '1873' FOR LINTEL CALLOUTS & DETAILS 30'-0" 9'-10" 15'-6" LINE OF ROOF t\ ABOVE 9 A7 00 SH 35 H B HD AT 7'-4" I I I I I FAMILY ROOM C I 17'-11" X 13'-3" ' 8'-8" CLG DINING ROOM 12'-0" X 9'-5" 8'-8" CLG 4'-8" 3'-8" 5'-11" 4 6'-9" T-1" 1'-11" 2'-4 3/4" 7 5/8" I I - I 2X4 KNEE N 6" PLUMBING WALL, TOP N STACK WALL I AT 34 1/2" - N 00 I o I I I 0 N I co M - _ N CARPET TILE REF u ul ------------- KITCHEN 14'4" X 9'-6" DW ' 8'-8" CLG SINK DISPOSAL / 3 \ 4"� �00 m 00 � N W 'PDWR R v cb d 8'-8" CLG N < 4" INSULATED W/H� b I 20 MIN FIRE BRG WALL PROTECTIVE — — — RATED DOOR BOLLARD D r _ W/ WEATHER STRIP S3 S3 LINE OF- m J S6 ~ 2068 v HOOD/RANG 1 O PANTRY (4) 16" ABV 4" INSULATED BRG WALL 42" H. LOW 11 SLOPED CC 10 WALL S3 3 9------ TWO CAR GARAGE s 20'-1" X 20'-0" A3 36" HIGH7 CONT. ------ RAILING FOYER 6 - D 5 RPET ------ S3 4 TILE ------ LINE OF GARAGE IN 00 1 2 1 3 OPEN POSTION LO I UP i i ' 1 SH 1 /2 34 N c°Oo 1/2" T 7'-4" 8" M � TEIAP. GLASS 91, 2,_9„ 1'-2" 16070 0 SOFFIT ABV 9 ENTRY 8'-8" X 4'-4" 7'-8" 2'-8" 16'-0" 1 -0 8'-8" _ 21'4" AT 8'-8" m00 w H Q 30'-0" 9 A7 FIRST FLOOR PLAN - ELEVATION A 1 /4" = 1'-0" lem-lY NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-11 , S12'1873' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 0_7 TOP AT 18'-0" ao Obo Q N N N 2'-10 3/4" SH 25 H D AT 7'-3" EGRESS CV N a, 0 LO in N co M 0� N N- I I I OWNER'S SUITE 14'-7" X 12'-8" I 8'-0" CLG I I I ILOFT 14'-7" X 9'-1" L j 8'-0" CLG Q A/C RETURN S4 J UNDER DOO coLO 1 N - T_Q 1 m ,, cfl I A3 I _ 4 Cl) 5/8" I 3'-8" 'ram M i J -- 8" 42" H. 15 FRAME N LOW WALL WALL 0 14 42" H 13 ---- SLOPED 1 11 `� WALL 10 - N N 3 ----- in A3 OPEN TO 7 BELOW ---- N 36" H. 6 r CONT 5 RAILING _ ---- 4 ---- 00 r> - 1 2 3 LO T M I ao SH 1 f2 34 HD AT T-3" 8„ �r FRA WAL L— — — — — — I I 4'4" 4'-4" 8'-8" Ir A7 30'-0" 27'-1 1 /4" DRAIN — SHWR HD & VALVE - (4) 16" DP SH WATER CLO-SET AHU LINE OF ROOF BELOW R&S 2668 OWNER'S BATH 5'-4" 5'-8 7/8" 6 A7 FLR \/ TB LINE W.I.C. cn S&R — _ (2) 2068 BF R & S 4'-10" '-2" 2'-11 " 11 " 3'-4" W/S AT 60" AFF 6" 22"x36" UTILITY' 2868 ATTIC 6" WALL W ACCESS J U 8 A7 a w Q U ~ Q DRYER VENT 2668 HANSEN BOX 2668 R&S 1668 (2) 2068 BF w (4) 12" N DP SH BEDROOM #4 9'-10" X 9'-11" 8'-0" CLG 4 FRAMEJ SH 25 WALL HD AT 7'-3" EGRESS 5'-7 1 /4" 10'-4" 21'-4" 30'-0" W v M U7 0 N BEDROOM #2 10'-11" X 10'-01, J 8'-0" CLG N FU) �w Co (9 =w 2'-10 1/2" k 2'-10 3/8" q 4. V-3 1/2" BATH #2 WALL 7 A7 TB TP,� M BEDROOM #3 10'-0" X 11'-1" S6 8'-0" CLG TYP. SECOND FLOOR PLAN - ELEVATION A 1 /4„ = 1 '-011 SH 25 /F j D AT 7'-3" j' EGRESS �. 5'-4 3/4" GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL SQUARE DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. TOWEL BAR ABV. TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP, 3/4" INSULATION BOARD, 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/(2) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) 11 STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE NA 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 780 SECOND FLOOR LIVING 1090 TOTAL LIVING SQ FT 1870 ENTRY 38 GARAGE 443 TOTAL SQ FT 2351 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE /LIVING) OCT 2 8 2022 \/RA Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 N N O N LO o 00 lfi '► Q W - K.r W to N LO , - E 0 o W L .L Cr) 0 N V -0-c� co") s "' 2 O 2 0 O moo" Q t u�� }4t .N W Q� N i E" 5 o0 N W W (, W �L W O~WwgYz : W-2-j �H Wag¢¢¢ -jOVO� �QZ Q Q <p(Jwuozmoll—z - 0U)a0tEoomoz �O�z � jOn(o-v5ZWWWV5Of 0O ¢�WO���ZgWo2cc)i�¢ OW o =oQZg¢ O �¢W f O N OW "O M O (n J Ln � LL w a a�a00 zUF- W W J� 110 d' N C N 0 N C C 00 cD C 00 C C Np C Np r O N O N O N CD N N N O N O M N M C O r O r ob N M N d' C T- C & C C r r N C 0 0 NCOCCCC Lo > r N M L CO I-, 1 0- COU) z z 0 -z +-+ W �WU) W 5; cy)O a Uoir� .Q 0WWa LC) -0 Z z�~~ a �=mozz � H_ Z Z j J a ' 2 >-2ZW Z Z C�I W �` �a�w F- Q UmzZ � z T-1 =Qo Z0 U U � O M� W � Z W W O O LAST PLOT DATE Jul. 28, 22 z O 1ST & 2ND FLOOR — J PLAN A --- LOFT ENGINEER TRUSSES NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING \ EDGE OF TREAD. \ \ 42" H. SLOPED HEADROOM AT STAIRS TO BE 6'-8" MIN. \ LOW WALL \ STRUCTURAL LIVE LOAD @STAIRS \ =40PSF. - - - - - - - - \ \ SEE SHEET ST \ \ FOR STAIR DETAILS 1/2" DRYWALLS \ PWDR \ \ \ BATH \ \ \ � 1 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER', STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 STAIR SECTION 1 /2„ = 1'-0" SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 1. 10" ,r1" NOSING RISERS CUT FROM 1x MATERIAL TREADS CUT FROM �2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /4„ = 1'-0„ 2 � I 1 � � � I LANDING (3) 2X12 STR STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW - 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. 3 A3 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND (() 1/4" X 2-1/4" TITENS INTb GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN W I- O z W W U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. WALL SPLICE DETAIL N.T.S. CT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with �An@Klahr PX2300 I ditior b N N O N �vs �x`A°�, 4 Y\ LO a 0000 � r p�- 0 b£v jy 4 er „Ve &e5 i' W ' e f O W z Q to N L � W L ��' u 5 N V 70- v 1 1-) 20 i O 20 U o Q Q VJ • Q t �6 }� �V) W Qv C Em 5 W L a a W W W�Lj w Q - wwgyzw z ¢�X�U)0�o<'000_jg F- CYCOW10 OW00-Moz U)Oz C� 0_ to W W (n � J JQQOWQFnZWz0WO0d LL Q~ W �HCn_�w�g0 Q oOQ 0 �QZ§Q LL maw 2 p O O N OW z ,>, O 0 �M C) Q M Lr) V) LL z W Lr� F— 0� Q Q 00 z W W J O �O N N O N i r O i N O O o6 c0 00 w r 0 N 0 0 04 O N O N O N O N p N p N O N O N C O O d) O 00 OD N � A N i 0 � 0 di� 0 di� 0 O O i N 0 r� c ' 0 •L N aD i c— O N O cM O d O L0 O G0 O t` 1 00 (� z z z O w W 0 W to U F_ Q O Q U��O 0 Q OWWM ZLUP< = m O= z z V 2 0 Z j J z 2zW rl �zz N W � OJ2z 00 V�z� �- z =<O QU � o�J O �- m z A3 Q z W W J W Q O LAST PLOT DATE Jul. 15, 22 z O J DETAILS — - ,� '.. 1vn i ��.n'I.: i � 11 � i �tt.N' i fir- �� I II 1 I -I Ali 1 N 00 OP Cl) N 0 N W cD LO I- W W O 2'-0 3/4" 26-0" FRAMED BY FT5 FT FT1 8 13II 1-fMEI IILL IL I r� II 11 II --- I I I I I II II II ILL I II II II II-- IremII I I I ---- II II •�• II ---JL II II I I II II H II II O I I F_T- ---- it i ----- -- - - - --- - - - - -- - - -- - jI LJ II II II II I I I I II II II I1 BEARING I I I I HEADER BELOW � 1L A, II I 'A, 'A, FT6 11 BEAliING FT7 WA L--------------------- - BEARING � I I • ° II WALL I I I I ® O II it II 11 II I II I II II II i I II II II II II I I II I II II ; II II --------- I II LIT-------�r--- I � II ----- ------------ I I I L--------------- j I I I I I I I -----------I --------_ ---- I I I I L1 a-4 LL II II II ------ ---- L.-_J L ------ J II II II EJ J II II I I II II II 2X8 LEDGER II II II II II I M1 it 1 jl FT2GE SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A 1 /4„ = 11-011 N r O N N 0 v co O N 30'-0" Cil N C9 U EJ7 L0 U CA � U CJ3 �� CJ3 9 �F CJ5 CJ5 U=1015# \ U=1016# \ A5G F. A4 \\ A3 O 1 A2 O Lf� 00 m Al ATTIC CCESS I A2 0 N A3 o° A4A U=1332# /6G - P�� CJ5 m CJ3 Ln I j b ' C:)C0 P U 00 CJ1 U �? B2 U B3G CJ1 EJ2 CA N an SECOND FLOOR - ROOF FRAMING PLAN ELEVATION A 1 /4„ = 1 1-011 OCT 2 8 2IT11 Virtual Review Assist, Inc. Plans Review completed and appr d let compliance with the 2020 f8C 7th Edition by Debra Anne Klahr PX2300 REFER TO ENG. PACK FOR CONNECTION REFER TO ENG. PACK FOR CONNECTION CJ5 CJ3 `�� CJ3 U) - � o CJ1 U LO co U U U V-0 5/1 2'-0" 12'-0" TYPICAL T SETBACK CORNER -SET LABELING AND SPACING U V-0 5/16"'-h 1, 2'-0" TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-61 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FLOC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCH EDU L CLL = 40 PSF ITBCDL CDL = 10 PSF = 5 PSF TOTAL NOTE: = 55 PSF DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES LABELED END MARK HANGER CHART 4 L = HUS 26 (SIMPSON) d d = LUS 24 (SIMPSON) k = HHUS 46 (SIMPSON) HEEL= 4-1/16" PLUMB CUT THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS AND ARCHITECTURAL DRAWINGS SUPERCEDE THIS DOCUMENT. ATTENTtONI DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -61 30' Span or less 30' to 60'pn Spreader�Baar 60 degrees or less 1/2 _ I 1 2/3 to 1/2 _ l Ta line span aPP� Ta line f span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. ROOF DESIGNED FOR SHINGLIE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. F-P- WALL KEY LOAD DESCRIPTION INIT. DATE R101 BASE LOAD JMD 06/26/15 RA01 LC7, EXTENDED FT3A JMD 08/06/15 RB01 MADE FT3A TOW PIECE JRH 10/31/16 RB01 LC9 JTH 12/7/17 RB01 CHANGED HANGERS TO SIMPSON RDP 03/08/18 RC01 REV. RE's JRH 11/22/19 RD01 REV/ FLOOR BRG. JRH 3/4/2020 RE01 REV. FLOOR SPLICING JRH 8/6/2020 RF01 UPDATED FOR LCA SHM 1/15/202 CARPENTER � T" CONTRACTORS IOF1 AMERICA 3900 AVENUE G, N, W. WINTER HAVEN FLORIDA 33880 PHONE:( 800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT:VARIOUS MODEL :1€373 AMERICAN DREAM/A CCA PROJ/MODEL/ALT .7A2 1871A ALT DESC OTC LOT : BLOCK: DESIGNER PAGE .JMD DATE �I 06 26 2015 1 LAN# SCALE .N31 835R 1 4" "=1 ' N N 0 LO CD 00 LO C c°� Q a o',.W CD ° "in" ;k W z Q 0 E N n �In 0 W I` '� N W 5 V) } ? �; M UA, co W 0 s �} � Q • /N1 w Q E l� W L 0 M W W (!Dn W QL W01- W IW— Q W W� Y z 0Y Z E°�JQO W<11000J0 V Q a Q:_ JUJ U) pll..J— °x ZLLU_0202 �aQ 0 0 U) z III LFLIzLL W <0Wa _jUr a>U)LLJ W ¢LL oW°���Z�Wow�0Q 0Cf 0 0Qz�Q L.L Q 0 F- Q Il • O O N OW Ul\�o F/-1 C) C) O a�Cn LL a Ln >_ Q Q 00 z � F- LU W lD N N O N 0 I N O O c6 CO � OO � 00 V- O N O O CN N CD N C) N C)O N N O N O N O N O N O d) Op O N T M CD I N i a � 0 I O 0 I O 0 i O O N CD 0 0 N��- i 0 N 0 C-)ct 0 LO LOOr-- 0 0 U� 00w Z Z —Zo o�� 0 o Q Logo �n- = m o z H Z (DZ�_j Z Q >-2Z�1—I Z z N w I� O_j2z 00 U�z0) r Z T--1 -r Q O z0 U U g 0 m � Q Z Z W _j W CD �' o O LAST PLOT DATE Jul. 15, 22 z 0 2ND FLOOR ROOF J FRAMING PLAN A � III�AIAi�I � i SHINGLE rn 12 Ij L 6 5 [ j / 6" SCORED 5. t--I BAND ROOF FINISH PER 1,�„ 1 - '. -- -- CONTRO 12 L 12 ELEVATION 1" 1" !, ! I JOINTS 1'-2" ROOF SHEATHING MANUFACTURED `V T.O.P. ROOFTRUSS - C° 1'-0" 1'-0" \' METAL DRIP EDGE 7/8" STUCCO 2X4 SUB -FASCIA FRAME CASING BEAD W/ -° 1'-0" ALUMINIUM WRAP ❑ OVER FLASHING c' CEMENT WEEP HOLES 6" X 1 K CONTROL PLASTER BAND ALUMINUM 12" SQ CMU COLUMN, 5 JOINTS SOFFIT SMOOTH STUCCO o w 16" X 1"THK NOTE: REFER TO STRUCTURAL SOFFIT FINISH ELEV AT 10'-0" N = CEMENT DATTAC MENT DETAILS FOR SOFFIT 2ND FLOOR FF - �II rr� I I Pi � I PLASTER BAND ELEV AT 8'-8" ��_Ll......�._.-�1.._�.1�_.I LJ•_i�l L..L� - A5.A SOFFIT DETAIL T.O.M. - - - - - - - - 6 3/4" = 11 -011 /� �� DRIP CASING BEAD AT B a STUCOCO TTOM BA DF 1:1�� F-1�� \ ROOF FINISH PER8 12 ELEVATION I I �5 ROOF SHEATHING I I ELti i::i r�i i::i i::i E:i i::i i::i ❑ A5.A 5/8" STUCCO ON RMANUFACTU OOFTRUSSRED 11 I I ❑ -1 El El E ❑ E ❑ MASONRY A5.A I I e METAL DRIP EDGE ELEV AT 0'-0" - - - 2X4 SUB -FASCIA 1ST FLOOR FF -� ALUMINIUM WRAP STUCCO BAND 1 -0 ASSUMED GRADE ALUMINUM FRONT ELEVATION A SOFFIT 2 NOTE: REFER TO STRUCTURAL SOFFIT CD 1 /4" - 1'-0" DETAIL SF01 SHEET SS FOR SOFFIT N ATTACHMENT DETAIL SOFFIT DETAIL COLUMN DETAIL 6 12 7 3/4„ _ � ,-011 11 3/4if _ � 1-011 5. 5 � CASING BEAD W/ WEEP HOLES OVER FLASHING 1 PROVIDE FILLED SOLID CMU ABOVE ELEV AT 18'-0" LINTEL TO TIE BEAM T.O.P. FLASHING CASING BEAD WITH WEEP HOLES ELEV AT 10'-0" �? z = 2" PT 2X8 LEDGER ATTACHED TO WALL 2ND FLOOR FF 12 o w 7/8" STUCCO W/ 3/8" X 5" TITEN HD AT 12" O.C. CONTROL = (S} H10A-2 STAGGERED, SEE DETAIL 13/A5 _ 5' JOINT _ - N - ON FRAME ROOF FINISH PER ELEVATION ELEV AT 8'-8" UNDERLAYMENT T.O.M. L/SS WEEP ROOF SHEATHING SCREED STUCCO DETAIL ELEV AT 8'-0" AND PAD ti 5/8" STUCCO 8 3/4" = 1 1-On 12 T.G.M. ON CMU 15 - METAL DRIP ELEV AT 0'-0" EDGE 1ST FLOOR FF 7 (S) A23 k 1-1/2" THK GRADE LINE --- 2X4 FASCIA ALUMINIUM 3 REAR ELEVATION A. co •'> 2'-0" WRAPif 1-011 (S) A23 ALUMINUM 3" PT 2X4 LEDGER ATTACHED TO SOFFIT WALL W/ 3/16" TAPCONS W/ 2" 2" MIN 2-1/2" EMBEDMENT 6" O.C. 6" BTM AT 7'-6" 61215 5. 7/8" STUCC ON FRAME J_L �1.l 11 LJl l 1111- 1111.. _. 11 STUCCO DETAIL SOFFIT DETAIL 11_hi hill i _ X. 9 II _ 11 1 2 11 _ 1► �1� l � J 3/4 - 1 -0 3/4 - 1 -0 ELEV AT 18'-0" 1 Cl Il� J11 _I 1 1L 111 11 l _l1 JI J 1 I 1 C T.O.P. 6" PT 2X8 LEDGER ATTACHED TO WALL 12'-0" 1 _0" 1" 1" W/ 3/8" X 5" TITEN HD AT 12" O.C. ELEV AT 10'-0" Cl?Z ~ 4' 4" STAGGERED 0 2ND FLOOR FF 2 -0 iv CONTROL N = CONTROL _ 7'-4" 3'-8" CV CV JOINT _ JOINT ELEV AT 8'-8" 12 T.O.M. WEEP o 0 0 o 0 12'-0" SCREED - - - - - - - - - - N ------ o EPS DRIP CASING BEAD A/C UNIT _ 2'-0" AND PAD i� FOAM N 8" V-0" V-0" 1'-0" 1'-0" AT BOTTOM OF co I SLOPE 5:12 STUCCO BAND I I ELEV AT U-0" - ® I a- 4'-0" OFF BRACKET DETAIL LEDGER DETAIL 1ST FLOOR FF ON RIDGE 10 ., , „ 13 n 1 5/8" STUCCO cJn �n ROOF 1 = 1 -0 3/4 = 1 -0 GRADE LINE ON CMU VENT I 4 RIGHT ELEVATION A I I 1 /811 = 1 1-011 I I I I 6 12 61 I SLOPE SLOPE 7/8" STUCC 5• 5 15:12 5:12 -ll I I ON FRAME IL LH 1L1 J. l �. _ l �. J _..t1 ELEV AT 18'-0" I I T.O.P. I W 1'-0' 12'-0" 13'-8" 12'-0" I O N J� I ELEV AT 10'-0" r? z = CASING BEAD W I "' 2ND FLOOR FF - 0 WEEP HOLES I I CONTROL = CONTROL 12 OVER FLASHING JOINT _ JOINT 1 5 ELEV AT 8'-8" T2 - - - 11 T.O.M. - - - - - - - - -� A5.A I I PE A/C UNIT CR ED I I I - - - - ESLOP2 5 102� AND PAD 2 _0 - -Ll - C° I SLOPE 5:12 ELEV AT 0'4" 1ST FLOOR FF / g" GRADE LINE 5/8" STUCCO \ J �(n ON CMU NO U m 5 LEFT ELEVATION A 1 ROOF PLAN A 1 /8" = 1'-0" 1 /811 = 1'-011 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE, 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) OCT 2 8 W' . Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1222 SQ FT VENTILATION REQUIRED = 586.56 SQ IN VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1008 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020 RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT N N 0 .b r LO ao AL �fi 6A yy 9 01 ! Q z O W 0 i Q SIN N L0 i E �? o W L C N N 5 - } N ��co 2P u M M ,,•E a co W O 2 0 V—J.� 0 Oro, Q U •/Ln C < W Q� N 70 0 a W (DW OWOWu WO§rtmWQzN z i0 of O� U_VOO QQ cy X W o�2O_j�Qa<Ou)29zZO200MZ U CLU � O_jaY CY z � O>ZOZZOd OWO ¢�WOg�7)—WW6�0 Q LL OOW o ? o¢Zq¢ ,L. ¢ 0 ¢ ,L O O N z w 0 M CD Q M U-) U d a rj >- Q 00 zU� z W Jo %.O d" N N 0 N O N O O c -- � CO r 00 r O N O CDr O O N O N O N O N O N O N CDN O N O O O r O 00 R N T— CO N 4 : r e O� i G O O i N 0 O ` NL0 0 N 0 co, 0 0 LO 0 t0 0 1- (DO (f� z z —z0 vV +-+ WC) W �- CO - �> O o Q �0 o o Q o n- a=Q I.—MOZ �-� v Z > J >0 Q z�rl �zz N W O 12 z o_ W T_ M�y� Q W U U z Z z Q O � , OU o W � z Q Z z W J W O C14 LAST PLOT DATE >O Jul. 15, 22 zEXTERIOR J ELEVATIONS & ROOF PLAN A T I 1 11111L 11,1 11 - I 1 ___F_T ------ I- - ONNECT J FIRST FLOOR ELECTRICAL PLAN (ELEVATION A' 1/4 11= 1'-0" SECOND FLOOR ELECTRICAL PLAN (ELEVATION A' 1 /411 = 1 '-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS OCT 28 VRAi Virtual Review Assist, Inc. Plans Review completed and approved for Compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH co SWITCH ° 4 1 /2" DOORJAMB DUPLEX OUTLET c� TRIM---o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz_ kS �' SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE ® TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE 6 STRUCTURED WIRE OUTLET 69 SWITCH AT 36" 6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -p PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" -0 PUSH-BUTTON DOORBELL �A3 CLG MNT LT FIXTURE }B CLG MNT PREWIRE - FIXTURE BY OWNER C SURFACE MNT FIXTURE {T} WALL MNT FIXTURE NOTE: 0 ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE 41 50W PAR30 NFL 6" WHITE BAFFLE USED IF O APPROVED BY O 50W MR16 4" LOW VOLTAGE OWNER Q 50W PAR20 NFL 4" MINI ROUND RECESS �01 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR O SMOKE DETECTOR -U-18- UNDER CABINET 18" -S-18- SINGLE 18" FLUOR STRIP -U-24- UNDER CABINET 24" =S-24- SINGLE 24" FLUOR STRIP =D-24- DOUBLE 24" FLUOR STRIP U-36 - UNDER CABINET 36" S-36 - SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT U&24zua 24" VANITY LIGHTING 36 :;-uP 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT ® EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR ® A/C REGISTER a THERMOSTAT IR SECURITY PAD 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. '0 OU W L r? MN cn n M V -0 -0 � a c'M } O u o �� O (1)Q �1 U6� _,_ W }4t 0 E L .0) N W LLJ Ur W 0 Ld ui W Q H WF-a of W zW Z Q�g��O3�WU-VOOW JO W Q Q V z(5x Orn��aoZORgOmZz�< W 0z20CI�a~ Of CY U)LL �QaOWYaZZLL0W EL 0 Q a~pw ��55 �W OI o Z) azg < ,tea O O O N O LU I --I "0 O 0 �M Q Ul) M LLn awQI ��aM a>-a00 z w � W J� �O N N O N 1 0 1 N O 0 W CD V- c- O � O � O N O NO O N O N O N O N O N N O N O N O I O� N I C) O I O 6 I O I O OO I N I M N Cr-I 0 0 6 0 OI 0 O N (D 0 0 0) ` N� > � O N CD Cl) � CD LIDCO O O N L M (� Z Z —ZO vV WU~> 0WC0 O c,o�� ~�� Q ^ i1 W z ZWP ~mOZ = Z !=n V 0Lz j J Z Q Z ri �Zz M W N W � O -�z Q00UWZz z �QO z U U � 00 W � Z a Z z w J W C- o O LAST PLOT DATE Jul. 15, 22 z 0 1ST & 2ND FLOOR J ELECTRICAL PLAN A _-7—..:._ —F I II 1 -11 ----T—.I f o� M 0 M 1 1/2" FILLER I KITCHEN 1 /2" = 1'-0" HOLLYWOD STRIP LIGHTS T 30" HIGH MIRROR N 4" 00 BACKSPLASH 0 M 2'-6" 2'-6" �-V FILLER 1" FILLER 5 �VV2 NER'S�BATH = 1 -0 PRE-ENGINEERED WD. TRUSSES AT 12 24" O.C. (SEE TRUSS DRAWINGS)- 5 R-30 BLOWN INSULATION ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" _ T.O. M. 1 rvzmu O M 0 ih SHWR HD VALVE LINEN CLOSET OWNER'S II LOFT SUITE X-3" 4 1/2" OWNER'S BATH 1 /2" = 1'-0" LIVING KITCHEN II PWDR ROOM BATH SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR UNIT'1871' - BUILDING SECTION 3/16" = 1'-0" SEE SHEET ST FOR STAIR DETAILS 1 z z i MT-._ -.1 iT G -_ 1 Hil 11 1 i I - - - — --- -- - ---- ---- - - 5'-2" 1 1/2" FILLER 3'-0" 1'._9 2" FILLER 1 1/2" FILLER PANTRY 4" BACKSPLASH REF SPACE VERIFY W/ MANUF 3'-3" 1'-9" SKEWED 2'-0" 2" FILLER KITCHEN 1 /2" = 1'-0" °O HOLLYWOD STRIP LIGHTS 30" HIGH MIRROR N 4" BACKSPLASH o / M T-0" 1/2" FILLER BATH #2 1 /2" = 1'-0" O M L -U 3 -U L -U 2" END PANEL 3 KITCHEN�ISLAND 1 -0 SHWR HD i WALL -� 0 VALVE— o 0 iiD co SPIGOT 1'-6" 1_ 2'-6 1/2" I. 2'-9 7/8" WIRE SHELF ::� "HANSEN" BOX 220 VOLT 14 1/2" X 16" I DRYER VENT RECESS i D I I I I q I I I I I I I I I I I I I LJ I 8 UTILITY 112 i i 2X4 WALL TOP AT 34 1/2" `t 4)L112 CHEN„ — 1 -0 OCTJ28 Virtual Review Assist, Inc Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Ktahr PX2300 f Ln E OLO OU W � L 00co N 2 I}, 00 nU W L L M Q o 0 �o Q •nN` U LU} QN C � W L C) co Q� 46 V, w U' w W~ Q Y Z Z Q�2JUO���UO0 0 U Q U Q H 1- O X Z LL Z 0 H Q~ 00290ZO�00mZ? U Cy O O (!) Z �O6->zYOZzLLOW Q�wOw�m_�WO2UUQ <0 a OW o oSe ,La O Q� O N Z LU U0 � N o O ro O Q V) J Ln ULL g� ¢Ua00 Z I— W � WC:) J N N O N i O CV O O 00 m v-- oo v-- ao v- o N O O 04 04 O N CD N O N CDO N N O N O N O N & O O r O i cp OD CV A N 4 0 � 0 � 0 O� 0 O O N 0 0 O N � � O N o. M O d' o U.)C4 0 0 ti LO M � Z Z Zo vV LU owU) > � -� O Q vo�o ~w n- a o W Lr) z F_ r— Q I—m0Z =rnr= z V Lu ZED J QI— 0 Z OfT—>y' 0—Zz N W I� OJ2z � Q 00 ULDzz z rl ?Q0 z U U 00 W rj� a z A7 W W � o O LAST PLOT DATE Jul. 15, 22 z 0 A - INTERIOR J ELEVATIONS NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 % INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR W-FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2 2.4. BALCONY AND DECKS: - CO C S 60 PSF UNDER 100 sq . ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2. 3. 2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4, 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 145 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH : 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) AC1530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete over our and mortar along the foundation perimeter must be removed before extenorPsoil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0,18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: CONSTRUCTION TYPE:5B (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 145 MPH GARAGE DOORS (V = 145 MPH) SINGLE 90 DOUBLE 160 + 29.85 PSF / - 32.38 PSF (INTERIOR) U.N.O. + 29.85 PSF/ - 39.97 PSF (END) U.N.O. + 26.28 PSF / - 31.49 PSF + 25.17 PSF / - 28.78 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. AIl1TC- IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. OCT 2 8 20ZZ Virtual Review Assist. Inc_ Plans Review completed and appro ed for compliance with the 2020 FBC 7th Edition by Debra Anne Mahr PX2300 N N 0 CV LID 0 00 0 00 �. Z 0 e B }t W Ze LLI 0 Z Q LO E �10 UJ \ L ? o' c0 (AM ♦� 7 C: A� E s o W 0 2 o 0 O �o Q ���q41, -s 'N w Qom, i E� T� o LLJ LU W W WOQ ¢ Q QgOZ© LL O Q ¢�- JU)O�af(nLL0 �U)X9OLLp200moz < Z) Q O U)OZ ��o->WW WF-zLLOfap9_j LL a<a°W<-ZWZ 00W j 10- o 0<<of u- Q 0 u- 0 (V O_ w t>-I � O C:)UJLn Z a CL (n U_ (n QLUQLn � .--I a>_Q00 z I- z W Jo �O CV CN O CV 0 CV O O CO 00 00 O O O O N O CV O CV O CV O N O N O N O N CDr O O �-CD ap CV C7 0 N 4� CD O C� O C3) CD pr pr r CV CD ' O •L CV C7 14 LO" (.0,ti 0 CO� Z Z O W �,j WUI~-� ❑ (n 0 -� O Q Von❑ 0 Of W LO� z ZWP _ ~ D T.ca0Z Q = f- Z v 1 Z 3: 2i Z W TI �ZZLL 00 to Cl) Q Z TI Z Z . Z a I= -a° U U °- 00 �m ZW Q Z J WSNO C3 Q O LAST PLOT DATE Jul. 15, 22 Z 0 STRUCTURAL J DETAILS THIS DETAIL ONLY RF ERS: TO 7HE DI Ff-AJe14_D l E3_- EXPA"NDED METAL LATH ATTACHMENT, METAL LATH WALL SHEATHING, II II I IA :I�I:4 { I l I 16 A0 1,2"' LONG d" 3d14"-1" CROWN STAPLES" G:" 0,C, °/ERT BETWEEN i I I 4 4 I I I 16GA0 -1/2" LONG (3 % w1" = ROWNI S PLES � SSTUDS 1 7EEI -.� _OFFSET I i I STAPLES BETVIEEN STUDS ASS HOVAI 0.0. VEMRT INTO STUDS I NOTED' THUS:—) METAL SAT AT�AC E DETAIL RI " , 09,24 Z1 SCALE " 4' = 1`-0"" DETA-11 EXCEEDS THE REQUIREMENTS FOR FI5CR 703,71 LATH" *-ONLY APPLIES TO LENT ARS TPA "CIA ** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR ' GAS METER O O N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'4" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154' (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING C3' w in Q ROOF DIAPHRAGM NAILING SCHEDULE RIDGF I INF .} -I- + . + + + + + -I- + + + + + + + + t + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + . + + + + + . + + + 8. + + . + + + + t + + + + . t + + + + + + + + + + ... + + + + + + + + + + + + ... t + + K+ + + + + + 4'-0" + + + + + 4'-0° + + 9�Fy + + + + + + t + t t + + + + + + + -F++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + c6 + + + + + + + + + + + + + t + ++ +++ +++++tt++ + \—RIDGE LINE 145 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 1145 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX I PLYWOOD OR 7/16" OSB + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x P — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x —+ 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap k x /i "t FILL CELL if STD. 90° HOOK BOND BEAM rn W Q STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION � TO HIGHEST F-------] BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" ma x• A 4 max. Ffl � Clinch nails k��Ae� when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2"min. g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING 8" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION -Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack `Non -stacking walls over squash=20 blocks and require additional wall or beam below.` consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking I Ise 3" (1 nri) nails aT R" n r QT/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing P&:� 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration.— o CD to A 1Yz" ROUND HOLE MAY DO NOT CUT HOLES 6 , BE CUT ANYWHERE IN 6" 6' CANTILEVER LARGER THAN 1/Z THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 12" RoundHlle IDfarr€eterIltj 2 3 4 5 '6 7 8.8'5 10 11 12 �13 Rectangular Hole Side (i) 2 3 5 6 S B 10 Any 16" joist Span 4`ft 1 j P'_ y"' 1" 9 -2 t -2' 1 3" 1 -3" i- r" 1 1 1 " 2�4 3'-2" 3'-7„ 12 16 0 1 "-0" 1, C,. 1-0"" 1 1 " ".. 1"' 1 "-2 I'-�^° 1'-2` 2, 1 ^-2 V-2" 1 _T' i -7" 2'-0"= , ,R - 3-(I°" 2,A43' 4°0"" 2'-1 _ ; € 4"-10"" ,3 7 , 9'. 11,1 Wit, 2" 7 ` 6-1I"^ 4„. "-ill"' _2 " 8'-11" 24 I "-0` 1 -1 " 1'-2 1,-3„ 2,-5w, 3"-7 4" 5 -, 0", r 2;, 8° ," n _n" i „ NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1 2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Jc Web Stiffener Fastener Schedule Joist B aring Location Series Depth I End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 8d 3M3-8d 11-7/8" 2-8d 14" 2-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 14" 2-8d 16" 2-8d BCI60s® 11-7/8" 2-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s� 1-7/8" 3-16d 3-16d 14" 1 5-16d 5-16d 16" 1 6-16d 6-16d Plumbing SIMPS( w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION SIMPSON HETA20 / HETAL20 INSTALLATION @MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. .�o LOCATION OF SECOND H10A SIMPSON H10A ° ^ (WHEN w/ (18) 10d x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL a I„111-IIL-,l=1 111-_1 I I-111-1 I hI I I III-1 I I Ia° I1=I = : II "I II—=1I ' ' —1IIFINISH GRADE Backer block (12" wide min.) : 1 I I—III—III-1 11=�i 1— I I I Nail with 10- 10d nails. —I 11=1 11=1 I (� I I = Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °• a . • • a FOUNDATION INFO a ° STEM FOUNDATION �✓ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mo- nt" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. GRADE ° a REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. F_ III' L----' Ir— SEE FND. PLN. SIZE & REINF. 01 12" BELOW PIPE VERTICAL THRU FND. GRADE PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @PIP PENETRATION E PLUMBING LINE a ° d a ° —--------------------- -� z SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE -----4 ° Q -II, Io =1�;d/1�- a II I IIa ,° IEEI1 / —a--------/ II 441 SEE FND. PLN. SIZE & REINF. CT 2 8 VR/\ Virtual Review Assist, Inc. Plans Review completed and approved \ for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N T LID 00 :. y � } 'a 'J Z UJI "�8,Y ..mom.4 o _ z Q LQ N u7 U E - �? o W L M N t' - t o C O S o O E:o N Q Uo° • —s } I_I_Ico nN` V N C W L � CO O m 1-- a _0 W W (D W </ 0W U) WOf- W I-Q Ir J MQ~Zo Z E02JQOQ�Qr0iy00JO LL U Q Q J (n rn J - a X Z� O O � I- 0OZOOZZ9m OW� z I-C�OnWnW W �QQ�JWO� TwUO WFp2� ¢U o = oQZ9Q O� ,�Q O 1QLL f 0 0 N OW � H V) D rl.� C) C:) in M C:)Q (~ M Ln UJ I --a -Lq Q Q 00zU� W W J � 11R.O V' N N O N r O O k O 00 CD ­ CO c- O T- O N O O 04 04 CD O. C) C) C) N O N O N C) � d N o O O r 00 CD� N M o N d O O O O O O O r O r N O O ' L N � r r O N ;O M 0 0 ls7 0 (6 0 ti L M (� Z z —z2 w wUH oWv) O - O Q 0 _o � o W F- � -0 z Z ~ ~ca0z 13� v O j w Q Z T"I Z Z ILL N W i� OJ2z 00 U0-z� z T I Q ZO 0.0 Z J U U 0 m z Q z z J W �' o O LAST PLOT DATE Jul. 28, 22 . . z O STRUCTURAL DETAILS 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) — (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II #15 OR #30 UNDERLAYMENT FOR —III=1 I I=III=1 m ( ) ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH -I I III —III - -1 I I 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH ° ° IIE Ed I F7 o II III=III=III=' - 12 TRUSS (SEE UPLIFT SCHED.) W/ 8 -1 — - 8—(TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE (OR 5/8" 12" N.O. GYP. TYPE "X" @ GARAGE EE SOFFIT SCALE:3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH � `TRUSS BOTTOM CHORD OR 2x4 #2 SPF 1(O HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O .) (OR /' GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) O GARAGE W/A HABITABLE ROOM GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS JL1/2" CDX PLYWOOD OR 7116" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD IMPSON 001 / 10 10d NAILS "SIMILAR AT FOUNDATION ONLY" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) ---INSULATION PER CHART ON FLOOR PLAN —SIMPS N 001 / 1 1 I N 5/8"° x 10" "J" BOLT @ 24" O.C. W/ w ( ) IF NOTED, THIS REFERS TO THE 0 w ( 0) Od NAILS rDi 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE h O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. @ 24" O.C.) 2�� x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 ° a A. z 3 1/2"MIN. WWF OR FIBERMESH 3 1/2" MIN. WWF OR FIBERMESH — i a a' 'd ELEV. -0-3 1/2' C a s a 2x4 CONT. a A.F.F. O ° a a ..° o z �. ° . = I I -III= I'3 1/2"(min.)- N =1III� III - o — I' 0 d'. as _ °. — — p •. GARAGE DEPTH VARIESI— _ _ _ _ —I 11=1 I Ell, a III —III _ ICI —ICI —III —ICI III —III II�- e. (2)#SCONT. ll -II ,.,Illi�illl=„,II�II�III �=�I�I-1� 4" 1'-4" 8" GARAGE SLAB AT STEP rB� U.N.O. MIN. TYPICAL BEARING WALL C� STEP C� SHEARWALL SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - \\ vswv NAILED W/ 8d COMMON NAILS @ 4" O/C eGs- 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C vM M 00 =! I I =1 i 1 =III III=I I _ �'- II�—IIII I ICI-1�1=1�1—ICI ICI —ICI I� (2) #5 CONT. I I U.N.O. MIN. TYPICAL BEARING WALL @ STEPrCC SCALE:3/4"=V-0" S3 W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 1Go �Nvovs ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT SCREWS @ 7" O.C. BLOCK W/ N CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION �' NOTE: CEILING & 8" O.C. WALLS SEE SECTION C/S3 FOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION INSULATION PER SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER CHART ON FLOOR G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 10d NAILS PLAN PLATE WASHER TYPICAL (IF NO UP LIFT ON @ 24" O.C. VERT. OR K.O. BLOCK 1x2 P.T. HORIZONTAL 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE NAILER TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY STD. 90- HOOK SEE DETAIL FIBERMESH ¢ BOLTS 6" MAX FROM ( ) w/ (10) 10d NAILS - BAR < c\I WEEP SCREED INSTALLEDNecl� ARCHITECTURAL TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS o END OF 2" x PLATE FINISH ASSUMED FINISHED ° #3 OR #4 REINFORCING BAR 0 u 1 x2 PT WD FURRING 24" O.C. ° ' GRADE - GRADE 40 MIN. Fy= 40ksi nJ ° @ N z_ #3 & #4 LAP SPLICE 1/2" GYPSUM WALLBOARD9(1) #5 VERT. IN FILL CELLS MONO OR STEMWALL ". °' z �, — — ° p FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] J —III-1 I-1 I I m (SEE FOUNDATION PLAN FOOTING MONO SHOWN — - 25" MIN. LAP [30"MIN. LAP] Q U.N.O. o p —i i I=11I—I —III p o D ° _ _ — _ FOR LOCATIONS) FOR CLARITY ° p — — — — — 6 MIL VAPOR BARRIER i I I III A. I I III—III—III-ff. 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD U- MIN. 2500 PSI CONC. SLAB W MIN PSI MAY VARY PER o MUNICIPALITY. �' 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE .E N T Z 00 M =III=III=1 I G 6 MIL VAPOR III o- BARRIER IIIII ;® ®� 1I I= `" COMP. SOIL. IIII (COMPACTED TO 95% —I I I I �II—III I I= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I III —III —I I I I I ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 14" O.H.D. RECESS � z �M 4. - -111—I I I 4 I I °° I I I -III �.a •. ': l i l—I —III—I I .: I=III= �IIIIII III-' SEE A/S3 OR J/S6 - LII I I I I=„III I I, I IIII- FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ° . ` ' I-1 I I III=1I 1—I I I=I 11— #5 REINFORCING BAR D o .. I —III —III —III —III —III _� ; __ C, z III —III — III —III —III —III z III II —III —III —III —III- NOTE: p p° I —I I I —I I I —I I i—I I I —I I I —I I I I I I I • III=1 I I=1� 1=1 1=1 T g III —III —III —III —III —III N J IIIII ° ° . . 11=1 11=1 11= *FOR BEARING WALL I —III —III —III —III —III= I COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY — — — — — — — — — — _III=1 I I=III=1 I I —I i i_ i' 95/o MODIFIED PROCTOR ASTM III=III=III=I I I=I I I=1 I I=1 I I=1 I I=1 I I=III=III=III=1 I I=1 I I=IIII ;III D 1557) I I I I I III I ICI . I III I I III I I II 1— —III=III—I I —III —III —I I I—III—III=1 I I=1 I I—i I I=III=III=1 11— 4" 1'4' "—I � I—► I I-1 11-1 I I-1 11=1 11=1 11=1 I I I I I-1 11-1 11= I I I FRAME WALL TO C.M.U. WALL CONNECTION rD')I, TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4 ° ° d GRADE a °° -1 11=I I I-1 I I=1 I I—� =III III I I I=1 I I (1) #5 REBAR w/ OPT. 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS d ' M —Ij1-III III IIIE I .. ' .,..., III=�I � II-- — 60 —III—III _ 1IIIIII I '� , a I=III SEE A/S3 OR J/S6 -I I �i l I I Ii ,III, IIII IIII- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT Q INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE 1. (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a . oo M 6 MIL VAPOR I; —I 11=1 I I— BARRIER 11 11 i — I I '=1 11=1I— �IIIIIIIII'IIIIIIIIIIIII, Ili 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. REINFORCING•1 O• 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 f _ WWF OR FIBERMESH �, E ° p II —III —III —III- o I I III—T—I I I—' (2) #5 CONT. III, ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN M a TOP OF BEAM — — - SEE ROOF PLAN c - _ — _ _° `'. ° a ' —IIIII III, -I I1 r �• (2) HTS20 FOR STRUCTURAL41 I III III -III, ;IIII III . �' BEAM SIZE & a II I CONNECTION INFO m - I I a � IIh so --__ PLA 2x4 #2 SYP P.T. FRAMING w/ -III , ,III I I (-III .. ins MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 4" 1'-4+' 8" o.s.e. z ATTACHED PER NAILING FOR REINF. INFO. _ w o SCHEDULE OPTION #1 E Q SEE TYP. WALL SECTION FOR ADDITIONAL COLUMNLOCATIONQ � w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M rn SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR °: w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL :o. O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS W/DRYWALL SCREWS 8"O.C. �o TO FOUNDATION PAD � d. INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `Z' ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z GRAD a ° E, FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c7 w —III=III o °• I=1 I I=1 1=III=1' WWF OR FIBERMESH �, a W w �I_I I=1 II —III—III—III—I 1 v I I1=III=III— BRICK PAVERS or SLAB PER o o _ —III =1 I=1 • °• — z — — ' COMMUNITY � , — I I —I =11 I=1 I I=11 I=III I I - III=11 I— — w - SCALE: 3/4"=11-011 =1 I I III=III=III=1 I I=1 I I I 11=III=1 1 FOOTING � I i, ; IIII=III=III=III, „I I ...III-1 I I—' BEYOND PAD REINFORCEMENT -III—III—I I (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 CT 22 virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edltlan by Debra Anne Klahr PX2300 CV N O CV LO ti LO LO Lu LL: 01 o w n, � E .gyp c ) N +• M 7 V � t o � o U o _ O o aQ .`n W u uJ a� N �M L O rz- C)� W W W w wwQ 11 � WQ�z� z E���<0� <1iU0O-j0_ Q U jOXQz�IiOz20��Q~ D H F- Cy csw°W°zow°-omZ�ZC U 11Owa>zYw0ZzU-0W00_a Z <1-- � 5-2Wo�VOQ o°°� o D oQQ�a 0 LLQ ILL O O N 0_w U) _ O C:)rM O� Q V Ln J Q � w F- g a M Q0-Q o z I— z W �� 110 J d' N N O N O I N O 0 00, co 0 W O O o 0 0 N 0 N 0 N 0 N 0 N 0 N C)N d) N O) O r O Op N C; NC)O ,„C)�, d- ' � O C)O O O � O r N 0 c O N� 0 0 0 0 0 0 CO w z z Q 0 W (n Oai2 zW�� Q �moZ f (D V z 0 tz ~ J z3: i-�zit rI �ZZU- N Ova>-W LZZ Q z J U a 00 W � z Q z z w W ,IT CD 04 @ LAST PLOT DATE >O Jul. 15, 22 Z 0 STRUCTURAL I DETAILS —MONO - - - - 1 1 1__ _ TYP) SEE ELEV. ZJ SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER CONNECTION (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 'I (2) 2x HEADER TO SIT I FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION ^OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE II 2x CLOSURE WALL W/ II STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +*+ STUD W/ (3) Od NAi S 1/2" EXTERIOR GRADE SHEATHING —� r__ FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. :Y/= AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) `-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION. SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS I�7:L11�1 WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / a d Q. 811 STD. 90 HOOK 8" LINTEL BEAM W/ (1) #` CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO U-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO ill"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J Q Ir 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE 8x8x16 C.M.U. C GARAGE DOOR / GARAGE DOOR ROLLER CONNECTION ASSEMBLY ., GARAGE FLOOR TRAVEL DIRECT!ON OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ GARAGE DOOR TRACK SCALE: N.T.S. d n a. a. - POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL C EXTERIOF WALL 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 3� �' ❑ ❑ ❑ SOLID AREAS ARE STEELAND GROUT DOOR OPENING ❑ ❑ ❑ DOOR OPENING ❑ ❑ ❑ f ❑ ❑ ❑ ❑ ❑ Fii ❑� ❑ ❑ 1ST COURSE 2ND COURSE V 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. �S4� 30LID AREAS ARE STEEL AND GROUT LILL 8x8x16 BLOCK )OOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP 3 iARAGE OOR uvvn i nr�.r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EAEND .EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) . (3) 1 (2) 1 (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR Tom/ REQUIRED CONNECTION SFFpgN� 2-ROWS 12d NAILS STAGGERED @ 12 O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA 1 STUD (USE SP6 FOR S4 • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op DR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV, UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD / \� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - SIMPSON HETA20w/(8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A Y � /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2, P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d. °a a. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50%OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE-7 NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO'TbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON nc C P.T. _ATE auwravro 11.)r4 SP2 anvirwry SIMPSON SP1 SIMPSON- SP4 10i ST io TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 a d 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 ig PI NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON / SIMPSON SP4 "J" BOLT @ 24" O.C. MAX. C \ (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 Q a 2X8 P.T. BOTTOM PLATE UD 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w 0 ?< 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR SEE A/S3 FOR-\ PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 ;P4 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) > (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. & NUT OXIED A.T.R. I&NUT DXIED A.T.R. I & NUT C ROOF TRUSS ABOVE 2X BLOCKING ---(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) :::E , #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 Virtual Review Assist, Inc. Plans Review completed and appr� for compliance with the 2020 FBG 7th Edition by Debra Anne Ktahr PX2300 N N 0 N LO LO C) LO I v� z w C O 0 �' • ,gip Lu Z Q cn o E 0 V) M AV, W '� L Mo 2 o o V/• OLLo a Q C �� }1< • Ln, V w 0_ 0 �'6 W L 0) C) rz, C) 0 F- 0. _0 (� LU °w U Wow w�< Of W§YzO0f z 00,- O � �>OV!LL QF � Q0 JW0�°v)o�ooZ �Zmo OOU0 v Z zZWacJ a- OZY❑ 0 ° ~W��gO�U U) 0 0ZIQ¢ 0Ir ° Z) °QQL 0 LLai • O O N OW F-- F­1 cn C:) C:) `M 0 Q V M In V) � I� z <C LV Q In < Q 00 z LL.I o 910 N O N 11 O 1 N O 0 aD (0 r- CD 00 C) 00 CD O N C)O O 0 O 04 O N NI(V N N N N CD 6` N 0 O � O � 00 O, N � M N 0 i r 0 0 0 i O CD O O i N O `— O ' L N� >LoN 0 0 C')�t 0 0 Lf) 0 Cfl 0 ti M (f� z z o vV 4-1W0F~--> ow (j) Q � ;>CL 0 of W CL LO - Z Z I �m0z = 2:Z ('Ow 0 � Q i- 2 Z W TI �zZ N w 00 O_j2z Ua- z ,-� ZW M Q o - z C) U J a O W � Z a z W J W d' O LAST PLOT'DATE Jul. 15, 22 STRUCTURAL z Q _I DETAILS SIMPSON HGAM11 W/ (4) 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU 2x4 42 SYP BLK'G @ 13" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2)16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILINGt7E SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 EXTEND AT LEAST 90% OF DOUBLE TOP PLATE RIDGE FASTENED AT @ 8'-0" O/C. WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED 1O SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL (2)10d TOE NAILS @ EA. 2x FRAME WALL 1/2" CDX PLYWOOD OR BLOCKING _ (SEE WALL 7/16" OSB SHEATHING END SECTION FOR SIZE & SPACING) GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS 1/2" CDX PLYWOOD OR 7/161, NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED CORD AT ACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES 10dX3" @ 3" 0/C w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD 2"x4" LEDGER (MATCH BOTTOM CHORD THROUGH CHORD SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD (2) 16d NAILS INTO 2"x6" P.T. PLATE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER 1Odx3" @ 4" O/C O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 (a:) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX• 9"REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR N N IF >9" SEE 10/S6 X-BRACING, AND TOP (` coM SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING 00 00 INFORMATION CID SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES =0 1/ (2) 16d NAILS 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" ` RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24" O.C. ON TOP OF EACH JOINT w/ (3) ; AT LEAST 90% OF WEB BOTT. CHORD FOR 4 10d & (2) 10d TOE LENGTH (SEE TABLE) TRUSS SPANS yl�►� ATTACHED W/ 2 -16d NAILS @ EA. END GABLE TRUSS AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF OSB SHEATHING ATTACHED OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.207", L = 4 1/2") OR EQUAL TRUSSES FROM EA. E ES AND 12" O.C. FIELD TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS CONNECTION ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2) 12d TOENAILS NON —LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS $ SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT '- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 VVI\1. UL/ 1All YV GABLE END BRACING DETAIL TOENAIL i (2) 16d NA 12" SH SCHEDULE lTTACHMENT i SYP BLK'G @ 16" O.C. J x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SrJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL '-VVIV I . DCHRIIVI.! GABLE END BRACING DETAIL SCALE: N.T.S. 6" OVERLAP "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 1O/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) ; AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE 1, 7/16" OSB SHEATHING FIRST (4) ROWS OF ; N NAILS ATTACHED w/ 10d NAILS TRUSSES FROM EA. A@ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. SCJ 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • z BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON — LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xl 112" SDS^^ ^ SCALE: 3/4"=1'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0" SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING—,,",,,v 2x4 "T" BLOCKING @ 48" O.C.16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4"- A O.C. TYPICAL WE GABLE TRUSS B DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 211x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. W W 0 "v � 0 W m v o ' 0 C7 w — — — — o � = 1 o Q ----p ----w o ----0 w a a NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACINC 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION OCT 2 2022 Virtual Review Assist, Inc. Plans Review completed and approved' for compliance with the 2020 FBC 7th Editi by Debra Anne Ktahr PX2300 i, N N N LO o a Q I CID Ul m kn Of aa� I 16 ILI z w � ' O w z Q (nn` > O ^ 0 %` 10 1? U d coM �� t 0 O 2all a OLLo aQ C � - •N 6� U LU 0— C Q� 7l L_ 00 E LD' 0 1) W ❑LLI Uj' WOH w~Q °' J' °'�~�Z� z Q�X�Z� U p��VO�O�O D ¢¢ LL U_ z2J f QQ �Q (�0 OwaWOz WU 5w�Q❑ 2 JOa0zY❑_Zz" U) z OWC)Oa ¢~wO���.�Wp2U❑Q 0rz o o, 0Qz�¢ �QU_ i O O N Z Ll.l 0 > cn CD o z 0 �M CD Q (~ M L0 LL_ V- Lu Q Ln ce 00 aUa Z � � z W �C) d- N N O N IL CV O O 06 CD T- 00 ­ 00 ­ O N O N O N — N O O.i O O O N O N O N O 0) N 0). OiM O O 00 ono CV Ch N CD O°O O o o 1 ;n N >I r O:O N'M I "l "l I LO LO O 1 CO O ti U 1 0- M (� z Z Z 2w �W(n Q C O Q 2Z )R � �: OWW2 ZWI � r� Q �ca0z i­-= Z (_^ j J v Z Z �2ZOf TI Z Z U- CV WO a 2 z 00U`nz co2 V_ Q J z T =QO ■ z Q ~ U IZ O"J o �m z Q z z W Uj o ti O LAST PLOT,DATE Jul. 15, 22 z 0 STRUCTURAL —I DETAILS N' i i rr r r (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER w - PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 1Od @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER J F METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � W LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD ILL Uj _ INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C �Y TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT p OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 112" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c E M I l-- — — — — I I I I I —I I I —I I 6x6 w1.4xw1.4 I I —I I �—III—III II I—III=1 I I —III —I I III I I° a ° e. a s °- WWF OR FIBERMESH�=III—I ° ° STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) L W 4"x4" INSPECTION PORT AT tr 0- EACH FILL CELL TYPICAL W W a AT GARAGE CONTRACTOR M TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE INISH GRADE 0 -I I I I=1 11— \—STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR — (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER lTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES:'' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS ' O° - SEE FRAMING WEEP SCREED o z_ r � PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24 O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-O" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 "" " " 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1 Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. TRU W W 2 0 O B 15/32" OSB EXPOSURE SHEATHING F x4 PROVIDE x BLOCKING AS JR REQUIRED PELU D p SECTION X-X NOT FULL J¢ HEIGHT SHEET C z z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND 1 15132" OSB EXPOSUREI F F SHEATHING w 2 SOLID 2x C BLOCKING @ ALL C SHEATHING O V11 EDGES(SEE OPENING ISECTION X- IL U C x y W x E Uj 2x STUDS BEYOND. � SEE PLAN o O \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING BETWEEN FLOOR WALL SHEATHING SEE PLAN SYSTEM IAIAI 1 rl rl/A-r1^L1 MIA^MARA 3/9' "S" = NAIL SPACING S 3/4'. S 1/2" 112" g 112" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END ow JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT U) PENETRATE SURFACE MORE THAW/8". Z ? oA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O Q NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL p w @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. CD O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J w LL O n PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER > Q O 6 C� F-pp(n lF w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. zO0 F ' ' @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL N w O O MEMBER IF GABLE END tr " NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (212x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE RIBBONS pp'rTFq� FLOOR TRUSS / DETAIL (FLOOR TRUSS) o SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE =X d° e 'F.W�9III °. SEE SHEATHING SPECS ON FLOOR `1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° to 4a° _I IIIIIIIIII111. I —III 11I— (3) #5 CONT. ON 3" 1 8' l 1'-8" l 81, I MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. FNiN� q BEAM SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2z BLOCKiNG AT THIRD POINTS \ I 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH .0 a E 4 ° M -III—III—III—I I e III —III —III I I e . IIIIIIIIIIIIIIIII ° (3) # 5 REBAR ON 3" CHAIR 4" 1 _g W/3" MIN. CLEARANCE ALTERNATE FOOTING 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) 1 (3) 1 (2) 1 (3) 1(2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. 00 FINISH GRADE 00 O Z �u OCT 2 Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N LO LO Ln 00 00 .: kn Q 0s i EftLLI G f O 0 :max W Z /V) '0 VJ L = ? U iIT-W _� V) f},, N V -0 -001) ! M E � L o O B o °L�a0a� 6 � }4tNiW QN C))V MD o ao N LU W ow U) WpF- W FW-Q IY2_j �QYz°� z Q Q aZ)-JWO�0�LLU0LL�O D�0Q ZLL IL�z��QHa< O OFn- OW �- �QO 0 W Of W z O W m z Z� 2 JOa>zY0Zz�O1Q0�=1 OL Z Q0W°�<I_ �Y6�Q°a 0X o oaZ LLa 0 �aLL f O O N Z LLJ F-d 14 O O Q V) Ln J V � awaLn >_ < H 00 U z W W -� o 110 d' N N O CV r O 1 04 O O CO r T- r 00 r C) N C) C)r O C) C) N CD N C) N C) N O N N CDN C14 N d� O O r O r Op N C) A N O r O 0 O O CD O r O r N O O U) NLo- i r OOO000 N M I Nt LID O ti M� 0 Z Z W W � C)o(2o ~XWa Z��� Q ~mOZ =�=Z LD3: O _1Z Z WT CLZZ CV W � OQ2z Q 00 U) >_ z T� �QO U Z U 00 m � z a z W J W Q O LAST PLOT DATE > Jul. 15, 22 I 4—; — - Z Q STRUCTURAL .J DETAILS —MONO I i _. — - I - - — - - - — _. _.. --- - ----. __. - - � -.. --- - -- F i •. ,I'1 Ili ll,� Il ��o7P-1ii l l hlfYt�- 7 t l _'- l`I. I I � — � I I I � -- _T� --- -I � I - ---------- 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB REFER 1x4 112" DRYWALL ( TO PRODUCT MAX.8 UNACCEPTABLE INSTALLTION P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO nl 1x4 P.T. 3/16"0 X 3" LONG FURRING FURRING 2 ROWS 3/16' x 3-1/2" O #5 REBAR AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED N o 3-1/4" LONG X 3/16"0 FURRING TAPCONS TYP, (TYP,) 6" O.C. EDGES AND 12" O.C. FIELD TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 \ BLOCK@ SPACING 1x8 P.T. PER MANUFACTURE 1 �� DETAIL O.C. 2-ROWS INTO FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH TD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d w k MASONRY THROUGH n 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL STD. 90' @ TOP & BTTM CHORD, AND (8) - V LO o 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK TYP. (TYP.) FACE NAILS 10d TRUSS VERT.! @ �� - - 00 WEB ,' � . ��� .. �* 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER DOOR JAMB (REFER TO PRODUCT !� % METAL SEAT PLATE NOTE: n " 1' r , T,; tY z w EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL LAP SHEATHING TO A.N " ' ? 2 DOOR JAMB (REFER 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16"L1197/ O � BOTTOM OF BAND JOIST TYPICAL x _ '� _ O APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" O x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH ,;� ''° 7 a. TAPCON @ 16" O.C. & FURRING END w/ MIN. 2" EDGE DIST. NOTC @FIRST COURSE SIMPSON HGAMI0KTA @ 12" O.C. - m a " w 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2 wl (4) 1/4x1 1/2"SDS SCREWS 0 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4) 1/4"x2 314" P zz 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES TITEN INTO K.O. BLOCK +5^ BUILDOUT @OVER SIZE DOOR -WINDOW ROUGH OPENINGS(CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP � > 0 � 00 SCALE: N.T.S. SS SCALE: N.T.S. SS _(D ' � N � SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. a- M N V � � ai i= 'L s o O � } 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 #FOR 1 STRAP c�, O Q •- � � Q W/ 1/4 x 3 1/4 TAPCON 1 1/4 MIN. A -A ( _ - 1610 #FOR 2 STRAPS RCH PLAN AND�. - FILL ist4COURSES SOLID W/GROUT �, — O < •N W Q EMBEDMENT INTO BLK.) 1/4" MAX ,r 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS -SEE A - `` = - V N` QD i o E 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS N0 � I F21) ,.` BLOCK HEADER ARCH BLKG. & BUCK -� yry" SIMPSON HM9KT W/ (4) 1/4"x1 1/2" SDS ;'. 10 w a . 1/2' DRYWALL ~. SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS M IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 2x SLID, A. 'vIA 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)AL -UM k C<11 ESE a 2 x 8 45^ DIAGONAL SIN 0 (4) 10d NAIL T BRACES O LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION :..:.. . : '.::.:.-......:...." .... ! • •> LI Ire I L� PE 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED = :`-.:: `=,` . ' " BOND BEAM OR CAST IN PLACE BEAM `` PF'D PI ;4t1 I 1 ,14' T �Ir;lj PAINTED ! F FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR :. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. ,;.. :. .•.:. - '+`iL 1... EAD FURTHER INSTRUCTIONS. .'A -CELL SCRIBE (NOTCH) - BACKSIDE TO FIT ARCH (4)10dNAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL _r F CFI ! C N I EC SL. OI _ a`IFRT .< OVERHAN ^:b' �- ° CONNECT W/ 8d NAILS BRACE/ BLKG. _ •s.•a L-�:l=` s II1:_ a T1Nrw .• N.T.S. B ^,)CKING air 2 i�_:n P'•k Ii a d' . F-`HR �.DE`k 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN w 3-1 d NAILS , (P. E - - - _-- RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH W w P W J W Q Ff o INTO ARCH BLKG. PER INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE t :G 31; L =- -F T �1 ERI -` ----PAN CAP CI � BASED ON THE DE511 �N F1RFF"- JRE* PHCL=IFkED FOR Gg- P4PQNLNT-_ ; �A--A-ADL)I NCB � FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED W/ 3 #6 X 4Y2' WOOD O SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / LISTED !N THE m+E � = F -ERIA ON SHEEET SN FC+R SI O FF I 1H T E I P, J 1 A � UM, t� F , 16544 ., =L � °'Q NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. W W � � W U _ � u, o a a 0 ¢ ¢ � Y z J O !Y LL U O J O a a X J Un W � o U) o o J 1= j o ¢ z w LL_ z 2 J z ¢ ¢ ARCH DETAIL J 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ P t4"TAiP R A+iF'CHANN AA N - -F I-� 11N. 14� r f- CY O O acowIr0 OIYoOm U w w - z w - Z _ �oa�fnWw�cnLLwrap J MIN. 4" EMBEDMENT AT 16" O.C. • "- I k 1 x.1='i _I ..' T EI E k,.s -4 1A . �1. . iN � l;Ai O l u 1�-B° rJ�-��� � o z J¢QpWQozWzow�oa. ¢ `� w o o ¢ SCALE: N.T.S. Qs") 12 JACK TRUSS PROVIDED BY TRUSS COMPANY OR SEE PLAN-_ 2x6 #2 SYP @ 24" O.C. PATT R' 3 . y , SUS FA a � a 4 .-Rk( �iN ,. A?I w ._� CH tiROv E - INISH FLO w � y z a ¢ o ¢ _ a a w o � � 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B_B EMBEDMENT INTO K.) ROOF SHEATHING ATTACHED - PER NAILING SCHEDULE ALL STRUCTURAL ALE, 3, , 1. 011 I�.a I FC A .; ._ I_ t tl .li 1 S FF WITH S A .I w�I ° > D D ° D ° MAX 2,-0„ 8 J I T�" L rill r.t� L L� r I 1 PER D D. e . #5 BAR D �. n � O BLOCK HEADER r�1/4" SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON i THE a I�-Ff , FL PA. 1NST_°�.LL. ,. ,)N GPIT R_A p s 10" ° CENTERED W/ D ° . O 1 X 4 FURRING BLKG. & BUCK H2.5A W/ 10 2X6 TO 2X4 ( ) 8d NAILS � REFER T THE PSI - AI�1�VAI< FAR INSTALLATION DETAILS.' D ' . `b IN TOP o ° KNOCKOUT / N D t8:..0CHAIR Z W � BLOCK 8d NAILS @ 8" O.C. AT BUCK I I— ° U) � N PROVIDE 2 x 8 DIAG. BRACE BT _ 2 x 8 VERT. W/ (2) 10d [JAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) . 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" _ p ' MONO FOOTING •a Q.. D ° I � � O 0 M O VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. 2 10d NAILS @ 8' O.C. O _ SIZE AND REINF. PER PLAN I —I AND SECTION DETAILS -I I � I— M � Q J Ln JACK TRUSS PROVIDED BY XOV 1 LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 E7, TO TRUSS TOP CHORD qN ° CLEAN FILL D ° U) � In 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ARCH #2 SYP @ 24" O.C. + LFN + CTy PLYWOOD SHEATHING DIRT _z < Lu Q d M 4'-0" MAX SEE PLAN + -STANDARD o BUILT UP PLWD. BUCK + °.'A 00 - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + D90 HOOK N #5 BAR IN " Q U Q Z TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4'Yi' WOOD SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + + BLOCKING AS + REQUIRED FILLED CELL ®" ' ®n a ' "a ° sa� Uj Z W ,J O BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" TO SUPPORT TRUSS + ' � ' • ° p INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + SOFFIT >m >� n• ° ° em f• ° ° e® n• ° ,® �• ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K HIP. DESIGNED ONLY FOR THE SECTION ENTRY + 2x4 SYP ® n STEMWALL FOOTING SIZE AND B-B L REINF PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS EACH TRUSS MONO TO STEMWALL FOOTING SECTION DETAILS 04 AND METAL ROOF FINISH SCALE: 3/4" = 1'-0" CONNECTOR 0 04 GLASS BLOCK INSTALLATION NOTES SEE LINTEL NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, O A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY SCHED. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. N AT LEAST 2 HOURS BEFORE PLACING MORTAR. o B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP ENTER SO IT EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER PRECAST LINTEL SEE ELEVATION DRILL 3/4"x5" MIN. HOLE SET BAR IN 0 06 HOOKED DOWEL co CO ao co O O 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE "S" "N". 2X2 #2 P.T. MIN. FOR OVER HANG EPDXY CAP TO PREVENT LEAKAGE TYPE OR STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP W/J-CHANNEL SECURED (MAX. 4'-0") O 0 0 O O o O A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL @24" O.C. FASTENED TO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT O cV & CV & CN o N o N N N M REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR CMU W/ 3" LONG T-NAILS @ MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) ao N BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT W.W,M. AT PERIMETER 24' O.C. 04 4 o � - & 6 p o o o cal (2 PER ANCHOR) WHERE THIS CONDITION (1) #5 BARS CONT. SECTION @ ROOF EXTENSION M } #5x6' EMBEDDED INTO EXISTING BOND BEAM o 0 0 o r O E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL OCCURS TOP WITH MIN. 3" z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER SCALE: 3/4" = V-0" SS O O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6'-0" F.F. Q FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP 2 w LLo U NON SHRINK GROUT. N Lo > r O nj o �rj o 4 O L6 O O O ti SEE SHEET D2 AND SIMPSON HTT4 w/ (18) 10d x 1 FLOOR PLAN FOR THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: ° D D D _ _ w A U a 1 d' * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. :.:' SEALANT I i=III=III=III=III=III; D o - - - = I- 112" NAILS TO STUDS & (1) - MORE INFO 5/8" DIA. ALL THREAD ROD LL a F_ J ;x5 6' O EMBEDDED INTO z z PRESS PANEL REINFORCING INTO PLACE. " M N LAP PLI E W/ 6 I SPLICE D . D — _ III —III —III - - - EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT & z — EXISTINGFOOTING 2# �5x6' IN CONC. () - O Z � w - * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. REINFORCING PANEL i=III=III= - - D ° I I=III-I 3 MIN. EDGE DISTANCE Q = cn o FILLED CELL co O �i w w H U H F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ) Q x � I � I I - DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY O (� — ~ � 0 Q O� FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP GRADE D D �� a P ' ' O tL w G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M ° ' p - L� � z � w � � REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEALANT SEE GLASS BLOCK INSTALLATION NOTES. z N • D ' 4" SAW CUT Q q J = wY W � z co O TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE ° \ F- 2 z H SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE D (2) #5 REBAR. MIN. 3" z0 W WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY EXISTING A SECTION Q w O 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN FOOTING Z z � GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I 1 SCALE: N.T.S. O Q Q � J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL �' N W I� Q U 2 z Z U) K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: 3/4" = 1'-0" RETROFIT FOR MISSING SCALE: N.T.S. '\1' z T__I z = a o ~ U GLASS MSTAM STRAP INSTALLATION OF BLOCK. <( SCALE: 3/4" = V-0" O V a o OCT2 tr z Q w W J Virtual Review Assist. Inc. Wo Plans Review completed and approved for compliance with the 2020 FBC 7th Edition > c) LAST PLOTIDATE ' @ Jul. 15, 22 by Debra Anne Klahr PX2300 z Q STRUCTURAL I DETAIL'S—RETRO FIT SCALE: = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT A MAINTAIN BETWEEN 4° AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SIP DRYWALL STOP MUST NOT TOUCH STRINGERS 3YP CUT TO FIT %RS IN WALL 2x12 SYP / BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x6 SIP 2x4 SIP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ -I" X 2 4' TAPCONS @ MAX. 32" O.C. 'I EW "A" SCALE: 1" = 1'-0" E - PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS VVh1LL SECTION VIEW 11D11 SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SIP CUT TO FIT BEARS IN WALL 2x12 SIP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D-D 2x4 SPF NOSING GLUED AND SCALE: 1" = 1'-0" NAILED MATCH NOSING ON OTHER TREADS 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SIP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON H 2x4 SIP BLOCKING AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SIP GLUED FOR STRAP BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO (SIMPSON MTS12 w/ ZZ/Zxz NAILED TO STRINGER FRAMING F (14) 10d x 1 1/2" NAILS) 2X4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND I AND NAILED NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SIP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS E x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW _ SCALE: 2' = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONEDZ 2x8 SIP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING B H SECTION VIEW "B" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP [ 2x8 SIP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SIP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "Ell SCALE: 1" = 1'-0" E SECTION VIEW SCALE: 2' = 1'-0" -314 Or E F 2x4 ST( 2x4 -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 2x12 SIP SCAB 2x4 GLUED AND NAILED (EACH STRINGER /7\__" rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 a"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. @ 6" O.C. TOP, BOTTOM AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = V-0" BLOCKING 0 1 /XIM l.. JIVJ I r%Ul..F 11UIV Ur- I P 1L0 (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, dD NAILED TO WALL BELOW JOINT - TO )ISTS) PSON 10d x NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES ECTION VIEW "H" SCALE: 1" = 1'-0" OCT 2 8 ZU'l \f- //\ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th E I ion by Debra Anne Klahr PX2300 N N O N ®. LO tiyp.�y 4 i lLy� Ln 00 00 LO 9 CW gcc 2 0 w W z a SIN � ^ o W L �0 ^ u N .1.CO r V Y/ p O o �� 0 O �� m Q U�° • —.0 V LU } nN, W L cO EM � � a W LLjQ b; LU W Cn `,' W Q w~Q ���!' ��YOZ� z 02 U Q �aXJ�O LL0Z�ppoa� 0 U F- F- 00 pco p�00m0 cnWa>cnLz�W'�in��Q�� U) O z LL ¢�<0LU ;zW_zi3—M p W g W n Q Y Z Q OW —0 C]Q LL Q 0 ',, Q LL w O O N oW f-4 o O Q � J Ln 2: V) z � I— W W JC) l0 N N O N O 1 N O O co Q0 00 W O N O N O N r CV O O O O O O O CA N O� CD� O O t-- C70 o N C; CD4� CV O C) 6 �C�ooN C) C) r- O 1Cn 0 N� O�;00000 O CV ; C'7 4 L6 C6 f` Ulm) q- 1 0 M z z -_ zo vV w 0 �- O-� O Q vo� o �a Oa=2 Z z W 1--H- =MOZ z j J v Z Z Z � T� a Z Z CV W I� O-j2z U52zz T— Q00 Z '—' tea° .. z U U � O O Z ST a Z z W J W 0 Q O LAST PLOT DATE Jul. 15, 22 ■ r z O STAIR DETAILS J i :fl ,, O- I 1 11 ---,.. _.. T l-, ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS- DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 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 ACCOMMODATE 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" MEET 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. 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. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 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 SURFACE 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: APPLIED VERTICAL LOAD SAFE VERTICAL LOAD + APPLIED HORIZONTAL LOAD -0 SAFE HORIZONTAL LOAD - 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 SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads <^=-CRRW SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB 8F12-0B 8F16-0B 8F20-OB 8F240B 8F28-OB 8F32-0B 8F8-1B 8F12-1B 8F16-1B 00-2 8F24-1B 8F28-1B 8F32-1B 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 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7) 8672 10294 11809 T-4" (64") PRECAST 1217 1349 1438 1999 12560 3123 1 3686 4249 1663 3090 5365 7547 (36) 7342 19 8733 (19 10127 (19 T-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (45) 6036 (191 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37) 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 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 (37) 6390 (47) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 (38) 4754 (4 11'-4" (136") PRECAST 362 945 1366 1846 2423 3127 4006 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 E82 873 1254 1684 2193 2805 3552 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17' 4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST'-404" SAFE LOAD - POUNDS PER LINEAR FOOT YpE LENGTH 8RU6 8RF6-0B 8RF10-OB 8RF14-06 8RF18-OB RF22-OB RF26-OB RF30-OB 8RF6-1B 8RF10-1B BRF14-1B 8RF18-1B 8RF22.IB 8RF26.1B 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6' (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 1 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 (34) 7917 (19 9311(19) 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 (10) 8060 (39) 7402 (191 8706 (19 6-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 (32) 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 (19)10893 (48) 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 1 3146 526 999 1568 2253 3129 4150 1 5891 (47) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4 7-CR�41 ''"� SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 T-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'4' (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 1Y-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 3:3] * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C„�-4#9q" "•� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 410AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-IT 8F24-IT 8F28-1T 8F32-IT 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T T-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-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 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 (23) 1021 1634 (121 2102 1 2571(10) 3039 (10), 3508 (9) 727 1166 1634 2102 2571 3039 3508 9' 4" (112") PRECAST 591 680 1133(15 147115 181 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 1183 1526 1865 2204 2544 ll'-4" (136") PRECAST 474 485 798 15 1034 (15 1272 (15 1510 (15 1749 (15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 (14 1151(15 1366 (15 1582 (15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 (15 373 606 (14) 783 (14) 962 (14) 1141(14 1321 (14) 428 455 770 1145 1 1444 1718 1 1993 14'-0" (168") PRECAST 384 (151 346 559 (14) 723 (14) 887 (14 1052 14 1218 (14) 410 420 709 1050 1434 (8) 1694 8 1954 7) 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 (14) 1129 (14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 (13) 909 (13) 1052 (13 230 364 609 897 1224 8 1562(14),1801 AU4 17'-4" (208") PRESTRESSED 187 255 404 12 520 (12) 637 (12) 754 (12) 872 (12 192 303 500 732 993 8 1268 (14) 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 (12 746 (12 166 261 424 616 831 (8) 1057 (14 1225 (14 21'4" (256") PRESTRESSED 142 198 306 (1 393 (1 480 (1 567 (1) 654 (1 142 230 369 531 713 (7) 903 (13 1046 (13 22'-0" (264") PRESTRESSED 137 192 295 (10) 378 (1 461 (10)1 545 (1) 629 (1 137 221 354 508 681 (7) 861(13) 997 (13 24'-0" (288") PRESTRESSED 124 175 267 10) 341 (10) 416 (10) 491 (10) 566 (10) 124 200 316 450 600 (7) 756 (12 875 (13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 40AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE GT LENH 8RF6-IT 8RF10-1T 8RF141T 8RF181T 8RF221T 8RF261T 8RF301T 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T BRF30-2T 4'-4" (52"� PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 1 2525 3374 1 4224 5074 1 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 1 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 (8) 1952 (7)1 2442 (6) 2931 (6) 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931(12 1301 (15 1640 (15 1980 (15 2322 (16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS a o Gc o 0 cC ° aBa 6T a b G o 8F16-1B/1T 8RF14-1B/OT 8F8-1B O O ° 4 °a > G 0 ° d Q �a- ° 8" PRECAST LINTEL W/ (1� #5 HOR CONT o c BAR & (2) COURSES OF 8' K.O. BLOCKS 0 o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° a 1-1/2" CLEAR C.M.U. > G — �4Qo �° o w u w a #5 REBAR AT ® Ce LU O� � a InBOTTOM MIN. (1) J Q�U0 zi READ M Ln z o w a 16 GAUGE POWERS Ln CY o STEEL BOXED Ce a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. G z= Q 00 w 00 z = LIP kD Ln c. o 7-5/8' ACTUAL 8" NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH J � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP O O � F ) UNIT '1871- 1ST FLOOR PLAN 1/411 = 1 '-0" EL- OCT 2 8 2 2Z Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editicp by Debra Anne Klahr PX2300 N N Co N v I � �. 0 00 LO '0 a r Q ., w A ' EO `4�� ; O voll i✓ �S,'f " ( w �.P z i LO 0 n` E 00 W L •> r^i, M(N 5 (n V �m W co') A' E i t 0 W 0 U o 0 t u0� }* •N V w Qv W L OM E M OJ L 0 V, W W W F— U uj W O LU ~2 z WQ WW� z EO��QOQ0Y ELL 00 �0 QQ jLL LL00 <ax-WOz��0tn9O0�00co0z ILL—QU Q-jW OO O Z jZ c75a70 WW5LLrr¢0 Q~ W O W H 5 Z W W U 0 Q p 00Q 0 0 �QZ�Q LL Q W p O O N O LU � = O �O O G �M O Q � M Ln U - I� z �( Uj Ln F- 0� ryi 00 Z F— >v W W JC) l� N N O N O i N O O 00 CO C0 M O O NO O Np O N O N O N O N N N O N O N O O O Op � CV A o N 4, 0 � CD O� CD ,� G CD O O N 0 0 N� � r o 0 0 0 0 0 L 000 0 Z wZ wUH> ou� V_o�o ~ a ww LO� z Z W�a =m0Z F- Z '1 V z Z 3:J t � Z afT-41 W N; O?5z � Q W` �S2 z z Z � Q O • Z . U U a Oo W � Q z Z UJ W C) O LAST PLOT DATE JLr�/91 M2 z STRUCTURAL DETAILS J AB TH11I - - REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (i)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)05U DETAIL'D' DETAIL'B' &'C' 2'-10" V-6" PRECAST (2) D4.5 WIRE (2) No.3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2038 3722 3722 3598 3598 4' 6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 1566 2859 2859 2772 2772 4-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No.3 1453 2654 2654 2574 2574 5-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE (2) No.3 964 1636 1636 1712 1712 5-2" PRECAST (2) D4.5 WIRE (2) No.4 796 1454 1454 1435 1435 74" C-2" PRECAST (2) D4.5 WIRE (2) No.4 639 1167 1167 1152 1152 7-8" 64" PRECAST (2) D4.5 WIRE (2) No.4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE (2) No.4 581 1062 1062 1048 1048 8'4" 7-0" PRECAST (2) D4.5 WIRE (2) No.4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No.4 398 727 727 582 718 11'-4" 10'-0" PRECAST (2) No.3 (2) No.5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No.3 (2) No.5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No. 3 (2) No.5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 (2) No.5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 (2) No.5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED G2 I No.3 (2) 7116 strand + N.R, 522 522 360 499 (2) No. 4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 (2) No. 4 1 T-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 (2) No.4 19'-4" 18' 0" PRESTRESSED (2) No.3 (2) 7/16 strand + N.R. 277 277 202 281 (2) No- 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16strand + 256 256 188 262 (2) No.5 N.R. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7111; strrand+No. 219 219 165 229 5 N R 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 (2) No.5 N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 154 764 124 179 (2) No. 5 N.R. N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATIOI P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8xl I6-P-1 L/1 U] NOMINAL WIDTH J L Q JANTFFY OF #5 BAR AT NOMINAL HEIGHT UP PER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L (1)#5U (1)#51-(2)#5U DETAIL'H' DETAIL')' DETAIL'H' &'J' DETAIL'K' 2'-10" 1'-6" PRECAST (2) D4,5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 7207 10000 9863 10000 4'-8" 3'-4' PRECAST (2) D4.5 WIRE (2) No.3 6614 10000 9053 10000 5'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE (2) No.4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7-8" 6'-4" PRECAST (2) D4.5 WIRE (2) No.4 3071 3071 2916 3049 8'-0" C-8" PRECAST (2) D4.5 WIRE 2) No. 4 2831 2831 2651 2811 8'4" 7'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No.4 1777 1777 1448 1766 1 V-4" 10'-0" PRECAST (2) No. 3 (2) No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No.3 (2) No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 (2) No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 1149 1149 1 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 (2) No. 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 (2) No.4 1T-4" 16'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +(2) 1035 1035 478 936 No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7strand + 961 961 446 872 (2) No. 5 (2) 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 834 834 390 763 (2) No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 (2) No.5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.5 642 642 306 599 TYPE DESIGNATION P -PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [8x16-P-1L/1IU] NOMINAL WIDTHI] `QUANTITY OF 15 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (I) U (0) L #5 1 U 7 L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF DETMI- DE&'DF' DETAIL'DG' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 #-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 29/0 4965 4401 4401 #-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 34' 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 6-8" 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 74' 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 7-8" 8'-4" 6-9' PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 -4 . DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P - PLAIN LINTEL! QUANTITY OF #5 BAR AT S - SOLD LINTEL I I LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH L QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U(1)#5L(2)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L (1)#5U DETAIL'E' DETAII'F' DETA!L'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No.3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6766 8225 9200 9445 4-6" 3-2" PRECAST (2) D4.5 WIRE (2) No.3 5104 5671 6345 6345 4-8" 3-4" PRECAST (2) D4.5 WIRE (2) No.3 4683 5137 5717 5717 54' 4-0" PRECAST (2) D4.5 WIRE (2) No.3 3428 3727 4091 4091 5'-10" 4-6" PRECAST (2) D4.5 WIRE (2) No.3 2787 3088 3369 3369 6-6" 5-2" PRECAST (2) D4.5 WIRE (2) No.4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No.4 1992 1992 2112 2112 7'-8" 64" PRECAST (2) D4.5 WIRE (2) No.4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE (2) No.4 1792 1792 1862 1897 8'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No.4 1679 1679 1699 1716 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No.4 1186 1186 1014 1251 11'-4" 10'-0" PRECAST (2) No. 3 (2) No. 5 1074 1074 854 1121 17-9' 10'-8" PRECAST (2) No.3 (2) No.5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No. 3 (2) No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No. 3 (2) No.5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 (2) No.4 I54" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1095 1095 551 887 (2) No. 4 17'-4" 16'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 836 836 426 763 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7strand + 607 607 317 601 (2) No. 5 (2) 2Y-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 524 524 277 526 (2) No. 22-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 (2) No. 5 (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No.3 No. 5 399 399 217 412 TYPE DESIGNATION P - PLAIN LINTEL/ -T r' QUANTITY OF #5 BAR AT S-SOLID LINTEL I I LOWER LINTEL CAVFY [I8x1 I6-P-1 L/1 U] NOMINALWIDTHJ J LQUANTRY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' & 'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2) No. 3 9313 10000 10000 10000 4'-8" 34' PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 6261 10000 8605 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2) No.3 5095 8995 7007 9811 6-6" 5-2" PRECAST (2) D4.5 WIRE 2) No, 4 6871 1 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7-8" 64" PRECAST (2) D4.5 WIRE (2) No.4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE (2) No.4 3706 3706 3144 3683 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 1 V-4" 10'-0" PRECAST (2) No. 3 (2) No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 (2) No.5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST 2 No.3 O 2 No.5 1775 1775 127 9 1775 134" 12'-0" PRECAST (2) No.3 (2) No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 1490 1490 992 1490 14'-8" 13-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1945 1948 1093 1591 (2) No.4 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 (2) No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 771 1264 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1084 1084 615 1095 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 (2) No.5 21'4' 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 877 877 501 966 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 (2) No. 5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLD LINTEL C LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH L QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8LIx16" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5111 U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)UIT) L DETAIL'DH' DETAIL'D1 DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2.4' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'4' 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'4' 3'-0" PRECAST (2) D4,5 WIRE (2) No, 3 2990 7025 6382 6382 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DI" DETAIL "DK" TYPE DESIGNATION P-PLAIN LINTEU r QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8xl I6-P-1 L/1 U] NOMINAL WIDTH J L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRECAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD)j2' (SEE SCHEDULE) 2" ) #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN °�" STIRRUPS AT N-0" cc 0 M OR WELDED) L" Ln Ln TOM BARS N SCHEDULE 1 1/ , 1 1/ " MIN. 7 5/8 MIN. NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" 2" 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#51-(1)#5U (1)#51-(1)#5U (0)#5L(1)#5U (1)#51-(2)#5U (1)#4L(1)#5U DETAIL'O' DETAIL'P' DETAIL'O' &'P' DETAIL'Q' 2'-10" 1'4' PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2) No, 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 5-4" 4-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE (2) No.3 6251 10000 8615 10000 6-6" 5-2" PRECAST (2) D4.5 WIRE (2) No.4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No.4 6266 6603 4891 6909 7-8" 64' PRECAST (2) D4.5 WIRE (2) No. 4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 3865 3838 3010 3973 10,4, 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 11'4' 10'-0" PRECAST (2) No.3 (2) No.5 2699 2699 1959 2699 12'-0" 101-8" PRECAST (2) No.3 (2) No.5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 (2) No.5 2269 2269 1577 2269 13'4' 12'-0" PRECAST (2) No.3 (2) No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 (2) No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 strand + 2413 2413 1338 1974 (2) No. 4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 2199 2199 1219 1846 (2) No. 4 1T-4" 16'-0" PRESTRESSED 2 O No.3 (2) 7/16 strand + 1698 1698 944 1546 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116strand + 1348 1348 753 1330 (2) No. 5 20'-0" 18'-81, PRESTRESSED (2) No.3 (2) 7116 strand + 1254 1254 702 1271 (2) No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 1167 (2) No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 (2) No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 H.: i'i yi,7 u u DETAIL "0" DETAIL "P" DETAIL "Q" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLDUNTEL i LOWER LINTEL CAVITY [18x16-P-1L/1IU] NOMINAL WIDTH-° `-QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPP ER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) UU(0) L L SOLID #5 (2) U (1) L DETAIL'DU DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 N-O" 2'-8" 24" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 N-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 N-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 34' 3-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 T-8" 6'1" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 7-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION S = S . I LUG LIP %V [8x16-P-IL/IU] I' L V-1] LLPPE.R IY�dF�E #5 W AT Id�1 K 1QIXT O MA \ H UNIT '1871' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8LLx8'L RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE[ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID 7" UU(0, LL SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 74" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 N-O" 7-8" 74" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 N-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 N-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5'-8" W-4" N-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'D0' &'DP' DETAIL'DQ' 3-8" 2'4' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 N-O" 7-8" 24" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 34' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 T-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 [8x16-P-IL/IU] Hk o1H L SAT TYPE DESIGNATION P-PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLD LINTEL LOWER LINTEL CAVITY [I8xlI6-P-1L/11U] NOMINAL WIDTH] J `QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY QCT 2 2Z' V-?V/\ Virtual Review Assist, Inc. Plan R s ev)eW completed and approved for compliance With the 2020 FBC 7th Fditio�t by Debra Anne Kiahr PX2300 SAFE W O,RXIBN,G LATERAL E RAL LOADS (PLF) Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5'-10" Precast 583 1624 6-6" Precast 486 1396 7'-6" Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 74" Precast 222 772 10'-6" Precast 156 600 1 V-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 134' Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 1 T-4" Prestressed N.R. 257 19'-4" Prestressed N.R. N . 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended N N O 04 L0 to CIO yam; +1 j LO -M a4e I s W iJ :O^ to IJ ° \�4� W � Q V) a) E 0M W L U Cc W N 2 U -0 70 � c� /. L Cl fYl/l O y' rnrn V/ _� O 0 u- 0 m Q U6 -s •/V)) W }< f' LU Q a n 00 E �? ' 70 L 0 1-- 1)�O N 1- Q' -0 I iD LLI f/j W O F- ~ �-WYZW Q W of LOO Q 0La-V � �uOO c3u)fr�oZEZOz��OZ z �Z WILL! 8zOLL<0 n L W°���ZW 2220 < _QZQQ Oit LLQ O QLL f a 1) N OW 0 o Q (~ M Ln U n �Lq cy-0- U Q Q 00 z U I- W W -j C) N N O N I O N O O Cfl 'T-- OO c- QO T- O N O N O N 04 N O N O N O N O N O N O N O N O N & O .O O 00 C N ci A OF N L CD� r CD L O O L O O O r- O N O r 0 0 N Lo L o N cD M O � O � O O O ti LO i CM c Z Z ^z0_ O �W(n W (- - Q O Q Vo� >o Q ~ Oa=Q �-0 z zUJ ~F2 ~m0Z = H = Z Z J z 00 TI D Z Z LL N T- M Q W vO-12w U)ZZ z 1-"I F- a 0 g U � 0 O m S12 z Z J WC) t p O LAST PLOT DATE Jul. 15, 22 Z - O LLLLJ STRUCTURAL DETAILS May 27, 2022 C_ Florida Department of Business & Professional Regulation Ps'p I ffi in. I IF ­ ON& No% PRODUCT APPROVAL SPECIFICATION SHEET(2022) Building Codes and Standards Product Approval Application Detml (D I Am T_ CL CU As required by Florida Statute 553.842 and Florida Administrative Code 9BJ2, please provide the information and approval numbers on the building components listed below if i_.isst Mu E: "al FaWnso-i al Wwjm Aft 292 PW egaft 20M. 114121131tad M &-usal Auddalaw Movirtlingi Brarkits r, i cl G R­�n- e3h, c s D v­�,,nr .1 A A'_C n TM Raw ULLI Te� P-E 7 M V_T A $ 2C 1 oMY] Aw-, U) + 4- ir 2' they will be utilizeid on the construction project for which you are applying for a building permit. We recommend you contact your loca,l product suppliershould you not know cateaW exteror :>*ors , bctg.N; ed npl-,�.W­q- Co Q U) coonvilm- motynst CoNtAlloo 10.1k o, Lism-g -0 -0 the product approval number for any of the applicable listed products. K.duus 2 (D Back, Cros5 "upport (1�ay be, rks`� til jN) 5�, SLINLIdulo, 1�� ff-- nalil-ritr JM4,F - N S �Q 7 7 Z 7 V, �'S 17 an d g e J .0 rs W lerad-t choiaraut Elair-tion Data 54urv, Ck- an- Lrr_,­J �nglio mderdrs Amperes F.r a- 1"ordsel Q.. lan Irl HVK Ouraw. WMZ ftftoya P'n— Yes Yos 0 0 L L CU Cate gory/S ubcate gory Manufacturer Product Description Approval Numbeil Test Pres,.5wures Expl. Date CIO 0 > 1. EXTERIOR DOORS E Q) 2 A. SWINGING ThermaTru Fiber -Classic and Smooth -Star FL20468 +67,01-67�O psf 12/31/2022 y An -*.- U) 0 Co C_ (Z U) CD- CD Sy' or Zy'l,", Florida Department of Business& Professional Regulation Btfilding Codes andStandards B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40�0 psf 12/31/2024 iOL 14 Self-Dribin, Product Approval Application Detail C. SECTIONAL Clopay Building Products Company Model 73/75/84A,194 FL15504.3 12-/31/2038 lirl F,rl� A, +28.0/-30,5 psf R.Agon 20211 A �ym,lowe 4md rears &,nasr4notr A-6.r. Afthpl-wes sr�ver T'l �Hdlh, r l Data sale Poo -am Qat. E&Z.Ammyle AnansyRd 11"T V10:20 t�l 1,10-10 earren-d cot -gory � W (7 IT) 365 - 3 300 Non4eures Ai6vxnalm �71TlaI7-0454 4� Z_ ffyi T�"f q ri f ront'. D. METAL LOUVERED DRS !Curries Division of AADG, Inc -7 607,707,727,747,and 84f Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31/2025 Sea Cornplm�e MeMad! Cariftoassi Mark or L'storsi muns, N&Sidget M, N P-E&Uid, Dam-lan, .::%= -ad T. Us. lrn�­t G..Jqn In closed. kj�w Pro -no ss Support Tnuo"321 Self-iocking 141ra Cut to W) 2. WINDOWS ---- ------ Left brard t. -6 uamoe! Em inqnlvvw�� T lrlr:u B-aLkef � F. A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01/-60.0 psf 10/8/2023 Barl Ociss, Sucualorl Vic A/Cl.lnlli Boturim Side T-np- -e wls� fo,� hurp cAncosr.-i B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Floricta [)apartment of Business & Professional Regulaticin Building Codes and Standards :1 1�i --rd li'll", Plin] sAiAr I'll, ir i Litl �1 �Ns� r MbrZestil it"otoil 'Nud I'll so I dilu'lly-uffil "Itu'lor yrolucivt Product Approval Application Detail C. FIXED MI Windows and Door's Series 185 FL15349.1 +60.0/-60.0 psf 4/312023 coop Iyaly so P -a- ads Pda-p-W, D. MULLION MI Windows and Doors Series 5764 FL153512 N/A 12/31/2024 YKP420 9-ME&KAUL-115A. �F &IUE.4�d aw1umil R111-eon 211211 tA WIL 4 oo, n,,' D apeporw Wn4o", rumerlcoh, Afdhso�ouhsl stestn M Urnn _M7'--M�300 lAn - ��nhr uaact­'�- i7 W&-2020 10111 '09M Arpr-rd &.6cat.g"n, '4--, std�- l,'i, mg-el.,nido- Florida Ceparmentof8usiness Professional Regulation yF I C..VH- rlllhud� f� orffsakn Mark or ri.bnlR E. OTHER Building Codes and Standards 9011V Amo .... All-d for Wo Aidillun-9NUL-_ Inop-t Dol.12n, LU == lisalmlial."A in il�.Hg 21asILMN Ltiagslart Pt2rlunl Product Approval Applicatiort Detail 72.62 Insulated UNM 02NM024 No Yms No �5��-55 Utmost r"Q firkmoduar "M kilkliarEA L[MM M490"151 OF a"Mittild risCAyaw" apownd M" 3. PANEL WALL James Hardie Building Prod. Cemplank Lap S,iding and HardiePlank Lap Siding FL13192,1 FL13192,2 A. S,IDING N/A 12-/31/2023 "J.""tnn -121 Swsdra,­ p',d­;1 . . ... m1diflor Get- rt,,00,5P r4.­P.E k� 5-un, P p 2ol &2020 Qr,80020 "ptoo,"I mi B, SOFFITS Alside Solid and Vented Vinyl So�ffit FL15272.1 FL15272-2 +75.0/-75.0 psf 12/31/2023 ce4amo s1sl,,,W?aJ WTl 4s1-aZ60 PF r-178 0 4) 200­ 1 eon sustot"ory" P"'t"ot, so'ndu�d a rh 7'uQ­Pr'set M, No", To.hnologf Florida (Department ofBusiness A Professional Rppuation on, I W! p ConspIll- Building Codes and Standards I Flon do R.!PslefoeJ Aggrlle;l oq a Lseessorl Nonlos Engrow - C_ OTHER - Product Approval Applicatim Detail 9awk AngAmt 6apigery$ nn get Awnserl for Qfo Iral negan N­ Rdwt Dseqdptl� Comrad Ealitstdre par, M "Ado "10 sloeshn HVHZ R-rolomt P'..-. coda ErAlW or Dole as a oria Ponape "a Dual Fmadan Flood lund Vero.bor, 'Uerit 12r3 02n- Tor yes Im ym&l MMAMR 2=. Ugallill a W=12 YAUM V11100 limials EEC AM= 6=4 Uall rtY'.n 1, l0hre! W 5 S I Dhal Fenisfin, Y.$ -101", Y­ Y.� 1.04 +100�100 11, hr� iml-Ino 4. ROOFING PRODUCTS fle'shon 2y2f M1 %Und- nd Doors cat�gary: Vfdc­ Wort Sal,por Afroorthori Aml-lirt-q-1 Gle- M. Urfizh PE 717�34 3&57-�YO kIt-filt-m Ao­­ C 7,8454 111122020 1 V23202s 1 Inalecl-10 Aprr,,nd I sssorian . ...... F191540-521 Man rIt.. Mod,AIR i2131,2023 Y_ Y­ rVA �105V_lao Soncet"chyr P[�­ .71', �,S?WQ�Qrhpos wn A. ASPHALT SHINGLES �GAF 3 Tab, Dimensional FL101241 N/A 12/16/2022 sheeno*nr yrnop *154 c-5,4 lfi&qjd� (lam a Dw F1­4 1hent I 17sl Q G22 Yes yes ll"A WA 1.,� -I, t N 1 7 IZ-112h,, ye, V., ��,h �1&1�100 uen, `�49 one'. X: N l'� 11 4,0� 5 �1,41 14 & as c t: C. se 0 0 a F o* d V m t 12y�h Q023 Yes yto NIA WA FL#11530-RM B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 6/29/2023 Quallty_A�npanaa Apeawdforus Asoclad tot Us �Q bill= gosian sea 4 e,-dw Cowin", !;pA,-A 1, tyliz Outelde HVH R.Mdoril Ford,rea-0 QWUZIM hl. Y� '40 '(50-60 C. ROOFING FASTENERS NOTUSED D, ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918 I - FL16918A NIA 9/9/2026 Ronda Department of Business & Professional Regulation F-.ge of 4 Building Codes and Standards 12 2� Florida Departnient of Business & Prefossionallaegulation P.,n I oft 5. SHUTTERS Product Approval Application Detail Building Codes and Starduarcis te_MT A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 pal�_ 22k ggle p4od,pal Product Approval Application Detail CT 2 8 A iode Version Manufacturer Cc nbot Ellarnoor & License Validated L3y Vafidatod Sub-Ifted FOCApproVaT Approved stetus R., rh�rl 21r_1,1 T 11 P r mr� _T- ru Go T p., t i r hse,e , is sps �R o n Lo-tror F Seer Rnar, K-F,,], P-E D4A 51,700 12i�al,',K.1140 Catroqory� ExterlorDoors JFAX,�� [l4F FrZl.� Pl�-414M9 (el �S) 04 12 2r, J 2 Appr�en cawpo2i Tus yawau Nam'da2liol, liany. rapLa-t Lungs Naliddild as Ailo. Into 2111211011M 211C ydlgal AMLIMd 6. STRUCTURAL sutacraoltiorf, swng 0, Dent �esoerTbsss 66 fn�tn,, '"n M I Re,6s.. 2Q20 Nil 00­�C­ od �,n­ L­ R Lq,,�� F E a J` no, l[VD`s21L10 "J`_7�_ 1_,1 10,'19�r�zo 12(ldi�2G COMPONENTS Fmlla roel�.Y_ar&d Arch, toot or a! censed Floi 6a Catea- wn-'n, �7�7� 365-33�, PE-625;4 (711113�7-845 4 Frufeq_eonal &gineer Comolle"so Method: E.I.O. Rhpot role s A. WOOD, CONNECTORS/ Simpson Striong-Tie see chart L#204(**6 ProolLpollos Flordo Registered Arcimte�,l or a ureried Flollia giglg Q�mlit� Assured Approved for u Aidproved �,odllgLM,71do tLu-mbeForName Product Descrustion Contract Expiration Date in HVHZ for Use larris oloslig graside HVHZ Resistant PressuM Virtual 1 r 12131OW22 No yes WA ANCHORS pla, I R eview Composite Fogs Flborql�s Single We, spur r Nowell. riuslEff-Ailm gustarrAIlorm artIL4_121scril Damao -bonew We -Apygo, efterlarg lausKI In 6N 01g2w &.0'aa ultrim for Revie I Assisi W In B TRUSS PLATES N/A 12/31/2024 2 b lod r4 oa-� 12isloo,12 N11 Yen Y., tVA ITW Building Components Alpine Truss Plates 171,1999A - FL1999.4 2 4.nspat AEmi,en his: p-, 1 n I Pc.� 4 N yo Not, col,, . ance ."MPlated anh With C. 9:,ergees Sngk 0- vAth On hrOX101 so,nf, t'ls durabDm If &qu,,fJT;=r8,QueA: �Praqsle 1 t2ore W ye. yor, NfA Deb the 2020 F1,C ra A,,,, Klabr a Proved Fdt'" MiTek Industries, Inc. 'Truss Plates FL2197A - FL2197.5 N/A 12/3112022 11el o-Te, Migo, Fiserqla%s M,bk- E�u_ Our, Q: PX230,th :Rim oddhoul Srdoi�ses (lrss,[sgN",%doswng XX or OXM oorrinlrolouras C. ENGINEERED LUMBER Weyerhaeuser Board,, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 4 a T ahrna�Tru arnd Stnores-sur Noosnsl 6.5000 &qU0tlrr"CMqU0t �)Paque *31=22 No ComposIte Edge Fleargisse, 5sn9re Dew y k-, WA Florida Deparlorrarst of Business Professional Regulation Di. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630,15 N/A 9/11/2023 5 lo, Trennha-7w Fiber-claasir, "-Md Smoth'Shh, 121,31 �20212 is,, Yes yes WA Wlding Codes and Standards 11,570fl E. NEW TECHNOLOGY Smart Vent Products, Inc. SmartVent - Flood & Ventilation Vent FL5822.5 +100/-100 psf 12/31/2023 S'drosels�� �lns,�wqf()OsWnq� XO OX o, OXC) confr�,Umtjonsj Product Approval Application Detail 0 1' "'herma- T ru F lical-0108MC anal SM�yeh-Slor Nornlacl il�mc &(loFt ft"mQuot opaque IVSlo2022 No Yes rlornpo&lta Edge Fihwglta� Coi_W Door vlth or orflnout Sdisdes umr, 7 ocnriguoZlcmg� g Nominal M�eJR6 &quct krdyartitquot� Glazed IM11 Mr No Compoulte Edge FroeTgoss ftgle Door Y­ 'fps Wk Vamlm, M�hronpn� A- Herbn, Swilds.s Frod-Ra, i.. Cn,ortaet ft Ch. d Diersk. V And- Top Jh. S-th-i P�E lift. M. Dmobaft "-a V.0derad SL&~ Sp APP"hyal Apep No[ Slaws -1tAehLV,21 1:e� 4,� Dy� 01,corMll ah, M: App, a) (rn­arr­'0'tnnirur X _,,fiqumbry' Thorma-7i.r,b.-C�.���.,:I:S-,�ib-z'��,, t4ornitri 6o#aa8 ilssed Corn�osrte Edge Fberq s,�, Shng�e I in 1sd.lh.( X0, Ox- Ox"D y., 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 cat&ljery� Pe 6W." subcalen-y- Eo:nng C.Upo-0 sfliahod� ko� Fs%n Cpe (3620i �nr_2516 4% ".'hq. nj 31 -rd�rrna -,n Fribr�� and S-offi-Ster lb -ion! 8 Muct rrpacucLc" -�oue 1:n3l f,1022 Tic C-p-to Edge FiberglOss Double D Yes yez WA available to the inspector on the Jobsitey 1) copy of the product approval, 2) the performance characteristics which the product was tested and oertified to comply with, 3) copy Fnn- Phqsr�nul ATnn11:1 L, Lnr-d C�rql­, Is 'I'l, r %Nst, out Siderpes (I awng/Oute,myo, XX or 0XXC conle n oarhonQ i. Thermo-Tirs Filssr-CLissic and Srr�th-Star Nominal 8&#3g,0 &4Lk0t:hTVa0&qd0T, Cl�lsd IMIJ2022 No Yos Yes NYA of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection, Ph nl Irl M--i a Prod- Mnd.L N-te, N_ 9A!al" A.- Prad-t Neonl0t.. Aoml ��d Mar Use AQW-d ft, Use sosW D.al Cornpovte Edge Fbajlaon SNU, DOOF Contract ExpRraflm Cate in ltnw O.Wd. HVHZ R-lari-9 fonswra (I nswrlsdoutvoota; X --phgunanoni _hnrra--%, f ys­Cloap�l aac[ Srhooth-Star Nofflwm18s#_qa0&q-t i=maqwcn,GWup 12r,4,M212 No Single Yen yes rVA 2 Cennrraek Lap Sdng [,.P oding hte-*vnoen� �4p son a iv'1112023 fi-connon spet4mg 12n, al= Y" Yee rGA NIA Yes V_ N"A' NIA Coreno5ne Edge Fbee�- 0,o.r Aah Seleirnsis" Onswngyrin',sningir X0, OX or OXO :1 7�­rrna-Ttj F arc Ssto(hn-,h�, N-la.1 uMF36��O i'_1�11' 6=1 Nn Vn. yet rnA Cornpo"te Edge Fiber&5s Dcu _,e IDDot nirr o� wrtout XX or MY,') czsnfiguraficno) Y, Tbet--T� and Siwedo-Stw Nominal 6&#�a,8 Squet freocl&qupi, Gwcdi Moi,d� IMI 120212 `4, yel Yas NA U) Opoh'I :�oryposda Ed&10 Singe Door X conflilurall Florida Deteartment of Business & Professional Regulator Pogo 2 .12 14 n� Thanna-Tdi Romt-Clagge and 9­11,-Stm NDm(nal 68,43.0fi Grsr�_,d Volded IMI �2= T40 Yes Yes t"IYA Building Codes and Standards cu 15 Over Composle Edge Flb.,hl-, Eng;e D,-,, Gossed osklces� Cpeon 6 denedS1 V xC, O'N rr QxQ corplir-do-J a TherrrlaJru FiD-Classic gnd _S��jth Sp, lZ0004rsl Ghzed Nldded 12,'sl 12022 No �'e% o'es NIA Appwot AWllC4lJVF1 DetAil Co > 0 72FIR noer C onpoorke E�, 0-ble n­ -th 1, ,x Adho Wed Wded Op�ul SAO--s (111 SWIV00 UNA ea. X X 0 0 AX0 M n�[ o: � 3 a T-qraJ u F bw-Ciawrc ana Nornalal R&#39 8 Munt Fr=ct&qUQn V_'3112M No yes Yes NrAL Esf-& litl of Wit ka M,, Niullol =1 > DL U.snpu.tu Else ssnghs Deocr",2uolio.d C_n � )0C. Ox Cy Q APPLICANT SIGNATURE DATE TV- V-1U, I r filanaulurra C099 Ervilorior & License YAdad EX '1hu ymmort ftbodflod FsC�A&Vusqa& APRMng isimis - Carlo brarlrnrm) q Nomirlod 6&#39r8 Opaque 12J3 N5 Yes Yes Nry, Ro-lon 211210 Alsyio cAprFe, "o- vveftt Tnernpsm Laulon s-ld P R,- I Inn 03sr s22-2,169 W,3� 767�1555 K11t,7112t G2 Ity2021 02 FZ2y2 I' , 1 Approreed 0 < Cornret� Edge Fibepilass re,0n, D.or %ft o- Coarsely; spffil, nllows-�,@-W-­ wrbout, Glazed Morded Ons- Z�ideipn� XX 07M rnawa �­­arinnda (lnswno_rjut�,rrg� F L41 M M.M.- §2" =-111 Emslsi L QuEdipskil -A, HZ 0-dop! sediment 14011k squroCAllanEe T 4,soucl: Seffit 011 Vv, I e0ok �::o orl sgfs Z, 3 t q 4� Z ou yes No yes 0 &qaokrGr eenbm ar VIN", i3eaftd"39� suet Vent Sala Vinyl 8oloR 2-3� ct,z� N e� y rim Florida Department of Business & inrnfessl��nal Regulation _-deFs a did Standards Building I F" 4 C b &orw� hoffit s & qsl Chodsr 10,k&q.ol, $rAfil f &sys, N: gis spsn $Dosi � L Vnd Selid Vory] Suffil L111 I � I V.. F-did Vhy', suffia �2,q5- 22 V­- or poid Vinyl saffA 1 ��C­ N� Y­ H. NVA Nu Y_ N. WA N" ets NO (D Product Approvai Application Detail U) CU 1;.d. Ills- V-A- Do or Aft Rft Fooenuer A � M116t.- Snh. NE -a A iame-d Al­g Do Re'llion :W20 1,41 Alod-lod Doom Brent Minos, LLiis Robsoo l 34-as lyk Aith :RE letew2c 1006MX Cadnary; E,,t_,nw Coors f"t 71 M 1130o PE�s`Sl4 �717 r �i7 �45 aybc�n,gorl,: "'Iflorg Dft,­ �,-­ �­N­ f n P. W 020 1191612pbl ATgro'd Florida Department of Business Prolleaslonad Regulation Foss r V2 < evrnpl men, all FITEane, Report IN. n Fronds pnl��red kshAtJ .1 Lluols­� �1.1­ Building Codes and Starddards IM-c2l M R.1-h-1 urnlW.- -0 -L@Vp;rMfi ror-ducLo Product Approval Application Datall 1 Conft-E Excl ph Doft QNN ?MMIA. SERFEr 429 k JM 4E�3C OX0 1 ZG', r2 G 2 4 NO Yes N� fe, 0 CZ coup pmalfta 14 d!G,1-­,A N01-4 EINFORCED �E-IES 42OA: jMINUM SGD OX XO� XX eo�. No Ns fbAr LM Xcluar Rrnp,� Zu�yu GAr yeflaeod Noohael sl., Rnp- Niaminen John IN Knuffeyhe- PC. It*-40LVd auteelfial ERL&W.12411 9 We UKLEZU:y" 1�1_ 111nn211 1 zy�20Z`l Arr-ed UJI 3 0hh[ffQ4'-s ALIJWNUMOOD WrIlro ozo ALOWNUM coo nchrrronoc., oxo ftA catthsroe� RooAng :gn"I 7&3-� klq PE-55166 Js54)77-e224 4 14 �_ 2_,� . - -A _�e�s'%Frr� 'uh Snr,7S4',0Aa uolltuPs REINFORCFC'i $ElolFS 42d ALUfArTdVs1eC-D An WC F--r " r',, XC xy, No Nh. Sub'_M.91-y MChf&!:��­q CompRe"o. MNhcot E116fuehon Recot ffors a P-orpesta-d- (D 5 $6R IE$ 420 A4 MINIUM SGC! �IERrMrhr�Q SERIES 420 ALUMINUM 6,311 REINFORCED XXX 12Q'i lz�k�4 No Y.o hn rn-A - __.1 knigner __J FL#12J7J:AWS �=Jgtl ME aeparriol fm kiff AggrgKolix -d- ftlaw_� 2.3 M, 8299aw nmeahmm N�ndf FR�oass reir��-d 5- an, 12A&Tor,22 No Y.. %A hwldg� weptaft srsholes SHEET �0. PA 1-. T___r A I I I h Tl' _1 1 -111 T Florida [?apartment of Business & Professional Regulation Bridding Codes and Standards Product Approval Application Detail P." 10 1 c-d- eatin DA. LIAO pia Pwrlhia D44 lem., pgo- R2 xm—r.�-d aeal-.'�i Leem- AQ, rAh-4<0 B-'-Ikq PrC0-4'"`3 1 -9 Gqr2erwm I3t217020 i-P-11artr2a, vV-" C-Acqoy Q-.-Anij rO 7) 624-6944 VE 'SM�' (95W-M224 SUbC,*6gorr k.M-td-Fj-rMk-- e,'OwetM R.Pd fr- . d. R-4cfft, IAIa WnT L -d, .FhJa us.lee Asna— ASe-,qd Aon-d W U- rr. art peft- 12IL9 miladi M299, NNalkEqE &ao EE9941 12MI129211 S�iekid Lwallas Dag m H= 2ULINg 3--roam MUZU I TMAK- Y., W!, jj- TAkK-' m ft i. FEC LIC-QW2522 N. NJA N.-'A Aonda [)apartment of Business & Prof tons Regul;ation Elujidiing Codes and Standards Product Approval Application Detaii n lWl zaa k2cam 11astAmm Cw Der m & Wim, iioudu-& +Ulzwtigd Mix--m2d AUUMMI UU, ul Re,isr- 2r2a � ,,W w 'M�pm, lndaMmunon Arcth* TmCl �R"� ht 11 r� PE ,T,,21p 2� O020 1222 - �80�i 2V-35FF7,G2 3'7-8,151JAUCOd sobcsfog.ry. RApod*"xr— 1-mt C.-PEx.. Mhad F".",5:-- Rpft— FlvkM Rqlrm—a Arciilk,,,! W I L.11., d-1 E—n— JE111=1111 Lntaa AMA pnQ00 wmeh bmt- - tjEffiR P'94a4 Qns 9.�,PkPOM D�M a '.mktEmmlals 7 WO FW Tp Off R61gV'-f-fth Bnfl, �,, Piir ,A :-w �Iail Y" -. ,-1-41 VIM' t4-1 '--RF-gr-.'I-d.lh E.Me :6 q_ 4 TAI.VrO P-n d T--, OTT-R kip. Vert with 13.5I.r T 11,, 2e, g. A.ffW i -f, antllle far aelrh b=ffl. 09?9,2CC6 n em Y- hmra, ra;A Florida Department of BLLSAesS & Professrorual Regulation P'Q' I Buildurij Code s and ata ridia ids. Produot Approval Application Detail Coda E=W ar Das X-- Dol. L= ',5 kaaaa diar'- cojud End—, rf,_�a ft MidaMiar r E&e JNWWfr' Ao.ffl-d Alah. P"n'En .0210 GWOM PmW1,m'FL'WU-M, W, rm RoNn 50n 6 fJ 8,,6C,t.qvy- €�t—i --.1% um —6--o gpp-1 C FPIAIK.e MIOUL' E11611 "114f, T 1' —2. R"l A."d A,rJQW �,Wa FWI-� Fr-l--d En,p—r' FL*15ffo-RS t�B 0-1 Ago —cr U- R"d- M"JA Mra—, , a em. 2,1 nEc- Gl,eWzt-d tt[ a"")� P.'J'L'J"'tj�;-i'- --l' "l—r"I 1.7rilQU22 e f, NOA W Nq n—dE 1—g.nd G.:—v.ed at��! Swr,� P�neii rolainail 2,131 j2 Dl 2 2 N. ra., V � — uy. u.-- 11 , lhldr' Florida Department of Business & Professional Regulation Bui IcIN Codes and Standards Product Approval Applicallon Detail -ems I al MzUr rimy or W 0 RAft ft" R& TY.M., GRE-WI fbilluff-&I"Mul Y4J&&d& ZrI&W, x" 2 AV— aWsrt L--vA% I CC Eloltiadol Seri-, LL1- V01019m M. Rbneit PE 5w9d'2020 1012111102i1 1vn2nko AVW-.d cair -gy; V,'An"r. C=PonenrN 32 1 Y 7 1&3377 14071 FAt-fl)17 7— Fle- CeraplVtc# Mahod! E,sPoakw Repoft kerfr n Prdd-4 E-I.xP— FnOty Cmaft Arfo,Aj &Fs-d far U2. AulimkxEEslrtrl/se lia-i't U-W- ft — hn,� k,—. .' a'.. ft.d-t D- aN01292 k, nW"zr it 1 IVABDGApr. �w�,rr stlho+ S I VWW C--ra IMInG24 V� Y-- N, A M-1-4 2 :TW BCGAdp-,re 1. Engt F11.10 WARM C—OT�� Fqttlr t 21ji rzcl 4 y.,' Yin NO, WA 3 T%'CGLAWr: T,.. WW '--t: Pt f2r3lnG24 Y- 'Yesf"A WA 4 VA'R ' GJAW 'AfeNFAWC--kpl.te: fzl31vr124 Y- NIAL NIA -6-8 a) a) C- Cn — CU CD (D >2 C— L- 2 W CD 11 CU -0 0— Cn =3 CU -CU Cn a) -0 Q'-0_0 = 0 2 a- a) 0 ICU CU 0 cu > Cn •E 0 Cn a) cn CU L- CL C ICU "o Florida Department of Rusfinoes & Professional Rpgviation Florida Department of Sri irp%r� & PFcfe%%1onA RoGuiatirin r7tofida Department of Birshess & professional Reguiation P.�. 1 4 4 Building Codes and Standards Building Codes and Standards Bulldft Codes and Standards Product Approval Application Detail Product Approval AppliCattor, Detail Product Approval Application Detail Sea �Mty x Wq 219 near Filor PAI emfwiNr DaN Cart pala.NT"Irma oate iffu %qfs'� Mad wArju ref Me 121aw- L VMjsrd sutnitse FKAPMggi XAU mrv_- ee'09 j M -b'Ata Caut-, gawa!s��tL� YAUIM AeW2�iaq 2UXI Rr'O.ion �020 MITA ht� Vvgld'� CC EAhAt.,M 96-ea,'LLC �cc E-W-�" 3-- 0$�' 11 -,1 D%11 r"2021 0all 2�2v4l' 4p—� R-j�— �"20 ]CC E-Wa- 2-1,. Ll L 1- P, F. R.— a, 'X.90 Clj�ay!Alphrq rk", S�,,,' H—r- G�� r" '-m— V-,15f2f—, 0 �11) Apwrr'-'d q1 r W-8,2 C- E-1-- subcalagafw T%-"' Pqatti f--M 599 U0.1 F-1'01 ca'-pM.— mew-o� React t— Compliance !,Nlethod1.1 .n P-P"t Pr PYo3-,' LMY ill �A--, &L"—d t'K ult Aapr—drill-: 3 0&'] W� 16 PM, -211 t; -1'5 S�� �ted Pa., fni' cb-h—r�as jC12' 16' 0 12Q 112.038 Ye. Y� S-q 9 Rod� MWA N—b., �N— P-d-1 D—UMN— EM, u— G.Itl—t E41dw— 1)9� 1" HvHz 9----Id-KVHZ 76V 4RS-1 4FL 4f?SF CReT, ljn,--,� F, 42, 4'� 47 74: Wg E�v 'Al.. Ma. N�Kz 4:�'Aydl i-r"z fr'oa4ar Pr— PeF tAl &A F, S IN �a 12/3' 00 - -2 Y- Y- MA K.141 L—haftd 10".— Lumb" 0&11,2023 No No 14A 11B 5E 2 Nn&SHS Ir g. ..p. fiN;P� Nnoih tr---d— pl�nt 12�3 � r.IG22L ) M15 Y� N A PdA 2 Fwilo� Fr� Pbrgef Rrond Lumbe filrY .2023 4, Y— VF� MH 16 16 go tr.'" 'xon�acf p4te 1 �t) 1.2 0�1 2 Y WA WA 3 T t t LSL L—u4ed St,-d WrL,.r rdv MW, 4 ill risks 1a1 9. RQh d—p '—, -"-I. pi.. 121310TY22 N'-'A A. TJ R- B-0 StivrAml C,mp.,i4e Lwri,-v v Oftnied 8t,dnd NIA pj;A -K, gN �,agr, �-gth L--, — —7 1"'— �—d R. a—, 'f., R'". U-1 0' rj, Er—,j ti, 13 ab VW-1 — edw MW Y�' To". Ulf, TLML M-26 A. g� 12J3'1262'2 N 0, N", 11 z W mi OCT 2 8 2 Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 May 27, 2022 C- > U) O CU > 0 L— CL CL =3 0 L) 0 =:3 -0 MU) O °° LU � Q SHEET NO. PA 1.1 -1 - -F-[F- I --TF 1 , R I I - — -- --- a) a) C_ to _CU (D -0 > a) 2 a) 0_ EM= Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to SST listed CILICK HFaE Updated IZIMM20 EZ= Simpson Strong -Tie 2020 FBC Approved Products For direct links to SST listed below, 'i Updated EM= Simpson Strong -Tie 2020 FBC Approved Products For drecl links to 83T listed below, i,' �K- rT-�_Rr up red �Zt30/2020 EZ= Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to SST listed below ALrk Updated 12�3p'2020 (D c> o 2 ram all approvals berci 1= all approvals 1-Fr, Mowi:A L' added all approvals all approvals IA M For additional Information regarding Florida's Statewide product Approval System and Mrarri-Dade County Notice ofAcceptance lNOA), Ztkli�,A Fjh For additional infixrnation regarding Handles stalowide produci Aipporval System ar d i0laral-Pade Carrity itiorce of Ar�oofsrnnr 040A). A-_1_&L( H_rLT_. For additionsdI information regarding Flonda's Ltatexiiinir Frodus Apirroral %stirrin ancl sl�srrrii-Dadir Courin., Norice of Acceptance fiOAi, 'or viddillorial information regarding Ronce't, Statewide Product Apercival:blystem and fAlarril-Dacke County Notice of Acceptance (N0AIk �d,&J_HfUE (D -1i a) L) U) FL#10446-RS FL#J0456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1 .198" to 3., =5 -cu U) 911 5"and heights ranging from 4-5/16" to 11 " Concealed flange -0 U Seq# Product Model, Number or Name Product Description $.eg Pr:QgIuX�P _qt_dIeI, Number or Name Product DescriptionProductRSL5 ProModel, Number or NameNPA-UgUoyscuplign version HUSC) available for models having width equal to or I Titan Starriess Steel Concrete & Masonry Screw (71 114" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 ET,BTB.BTH Back Ties greater than 3-9116". 2 2 APA21, APA4, APA6, APVA21, APi APVA6 Outdoor Accents Angles 2 Cli CMST14, CMSTC16 Coned Strap,, 12 US series hangers Face -mount hangers available in widths ranging from 1-7/8" to 3- C) 25- 3 APB44, APS44R. APVB66, APB66R, APB88, APB88R, APB1010, APB1010i APV844, Outdoor Accents Post Bases 3 CS14r CS16, CSIS, CS20, CS22 Coiked Straps 5/8" and heights ranging from 9-1)4" to 16" 0 LL C - - FL#9589-R8 APV944R, APVB66, APVB66R, APVB88, APVB88R, APVB1010, APVB1010R 4 CSHP18, CSHP20 roiled Straps 13 LGU3.25-SDS, LGU3.63-SOS, LGIJS 25-SDS Face -mount hangers M C) -6-0 LI_._ 4 APDJT2-4, APDJT2R-4, APOJT2-6, APDJT2R-6, APVDJTZ-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 OTS218 CampressicinfTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers (13 0 > Sep # Product Model. Number. or Name. Product Description APVnj7*Nx-8 6 L)SP, SSP. TSP Prod W Pict. tic I G LUC-262, LUC21OZ Face mount hansom C/) -0 E=- C) 1 SDI 01 12DBB Outdoor Accents Connector Screw 5 APHH43, APHH4C)R, APHHO 10, APHH01 OR Outdoor Accents Heavy Hanger 7 H1, H1 Q& H2,5A, H3, H3r H7Z, H1 6, H1 f5S, H1 6-2; HI 5-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16'to 4- U) CD L_ 2 SD91 12, S09212 SD1 01 12, SD1 0212 Strong -Dave, SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APV74, APVT6 Outdoor Accents L and Teearn-toCclumpr Ties & HCT-2, HGT-3 HGT-4 Heavy Girder-riedown 518" and heights ranging from 3" to 10-15116". U) CU 3 SD91 I 2SS600212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH28R, APLH210, ARLH21OR Outdoor Accents Light Hangers 9 HS24 Wunricurue Tie 17 MG1.13.63-SCS, MGUS.25-SDS, WGU5,60-SOS, MGLI MGU7.00-SDS race -mount hangers C- CU -6-0 4 SDCF22434, SMF22512, SE)CF22614, SDi SDCF22858, SDCF-221014� Strong -Drive SDCP Timber�CF So revi, 8 BVL7 Brick Veneer Ledger Connector 10 HS,$2-SID$11.5, HS152-2-SOS3, H5$2-3-SDS3, HSS4-SOS3 Heavy Stud Shoe III rAlu series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- SDCF221134, SDCF2121334, SDCP271958, SDCF272358 9 CZT2Z, CRT4Z Concealed Beams Teir 11 HST2 HST3, HS,75, HST6 Straight Straps 1/8" and heights ranging from 6­1 5144-V to 19-1 rZ', 5 SOCP224-34, SDCP22512, SDCP22$14, SD'P_1170O, -�IDCPC_'912, Sbrong-Drivre SDCP I"Imbar-C P Screw 10 CJT3Z. CJTAZ1 r,.7:52., CJT6Z CcricealedJoist Ties; 12 HITAI 6, HTS20, HTS24, HT,928, HTS�0, HTS30C Heavy Torist Strap 10 NI0.J526, MUS28 Face -mount hangers SDCP221 100 SDCPZ21 134, SDCP271400 11 DJT14 UekJoist Tie 13 HTS01 113KTZ, HTSQ20KTZ Heavy Twist Strap 20 %R, SUL, SIJRC, SULC series hangers. Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400: SD-R27614, SOHR31400, SIDHR31614 Strong -Drive SDHR Combo -Head Screw 12 US By Wall Stop 14 LFIA Light Floor Tie Anchor 9/16" to 3-9/16" and heights ranging from 3-1 irl 6'to 13-3M'i, 7 SDS25112, SOS215134,SDS25200, SDS25212, SDS25300, SOS225312, SDS25412 Strong -Drive SOS Heavy -Duty Connector Screw 13 FC4,FC6 Framing Clips is LSTAP L STA1 2, LSTA 11 LSTAI 8, LSTA21, ILSTA24, LSTA30 LSTA26 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS256OO, SOS25600, 4D-125800 IA FWANZZ Foundation Wall Angles 116 LSTl49, LST173 Straight Straps 2X and 4X model., only acute flange is LDricealed- 8 SDS25112SS, SDS2520OSS, SDS25212SS, SDS253COSS, SDS253122,SS Strong -Drive SIDS Heavy -Duty Connector SS Screw 15 GAI,GA2 Gusset Angles 17 L7620,LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116'to 9 SOWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF-2730 Strong -Drive SDWrF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H1 CA-2, H1 OS, Hit 4, HGA1 0 HurricaneTies 18 LTS12,LTS1 6LTS18,LTS20 L in lit Twist Stt a p 6' and heights ranging from 2-5/8" to 11-114" 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium Girder Tedown Straight Straps FL#1 0007-R8 19 KBS1Z Knee -Brace Slabilizei ?I iii i MSTA15. MSTA18, W1,TA21. MSTA24, MSTA30 MSTA36, IYISTA49 Straight Straps FL#1 0697-R6 20 1_30, 1-501 L70, L90 Angles 22 MSTC28, MSTC40, MSTC52 MSTC66T MSTC78 Straight Straps Sea # Productlilliode-I Number or Name Product [Imcrintion 21 LCE4 at Post Cap 23 MSTC48R`,, MSTC66B3 Pre -Sent Straps §lg_# Product Model, Number or Name Product Description I ATR318, ATR112. ATRekei, ATR3i4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skerwalple Angles 24 MST126. MST130, MST148, MST160, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUD& 2- A TUDq, ATUD9-2, ATUM3, ATUDI 47 AT UDI4_2 Aluminum Take -Up Device 23 _SCZ Adjustable Stair Stringer Connector 25 MT512; MTS16, MTS18, MTS20, MTS24C, MT530, MTS3CtC Medium Twst,51rap 1/8" and heights ranging from 7i-116"M 30". 3 BP3/8-2L BP1 12, SP112-3, BP518-2, BP5f8-3, BP3/4, BM/4-3, BPRT UID3-4 Bearing Plates 24 LSSJ26LZ, LSSJ126RZ, LSSj'28LZ, LSS128RZ, LSSJ210LZ LISSJ1210RZ Field Ad]ustahe. Jack Hanger 26 NCA20 0-12, NCA2x12-12, NCA2,6-1 8, NCA25,10-16, NCA2x 12-16 Elk 0 g I n g 2 OGBF series hangers Top flange hangers available in wdIfts ranging from 3-518" to 7- 4 CNW31R ' CNi CHW518, CNW314, CNW5/8-112, CNWg14.5,i8 i;oupler Nut-, 25 LSSR1.81, LSSR2_1 , LSSR2.37, LSSR2.56, LSSR210-2, LSSR41 0 Field Adjustable Slopeabla'Skewable Hanger 27 RCWB12, RCIAB14 Wall Bracing 1/8" and heights ranging from 9-114i'to 24". 5 UTUD55 CTUD65, C-TUO66, CTUD75, CTUD76, CTUO77, CTILID87, 4 TUD88, CT1,1097, Coupling Take-Olp Device 26 LTP4, LTP5 The Plates 28 RPS18, RPS22, RPS28 Repair Plate Strip, 3 DGF series hangers Top flange hangers available in widths ranging from I -1J.2" to 3. CTUD98, GTDD09 27 ML23Z, WIL24Z, ML26Z, MIL282, ML21OZ Angles 21<'I RSP4 Slue to Plater Connector 5/8" and heights ranging from 7-11471c, 24". 6 N3N4, N5 N6 Heavy Hex Nuts 28 Mki RoofTie-DownKi SPI; SP2, SP4, SP6, SP8 Stud Rate Tle 4 QG H F series hangers Top flange hangers available in widtfis. ranging from 1.314" to 3- 7 RTUQ3, RTUEX01. FT U04, RTUD48, RTUD5, RTUD6, RTUDT RTUDA RatchLbog Take -Up OL-vre 29 MM H C Hinged Root Connector 31 8PH4 SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-114i'to 24". 8 TUD9, TUDIO Take -Up Device 30 MMLU26, MMLU26-2, MMLIJ28, MMLU28-2, MMLU210, MNLU121 1, MMLU139, NIMLL113 11 Face -Mount Hangers 32 SSI.5 SS2,5, SS3 SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available invwchtisranging from 5-14" to 8- 9 TUW36 Take -Up Washer 31 RBC RB_-P Root Boundary Clips 33 ST9, ST12, ST181 ST22, ST292, ST2122, ST2115, ST2215 ST6215, ST6224, ST6236 Straight Straps 718" and heights ranging from 11 " to 32-112". 10 URS3 3fe' Uplift Rod Ban Tiepwn System 32 RST-3 RAafTie-Dowri 34 TB20, T627, TB30, TB36, TB42, TB48, TB54, TB55, T860 sicn Bridging 6 EGQ series hangers Top flange hangers available in wiriths ranging from 3-5/8" to 7- 11 1 11271-plift Rod Run Tiedown System 33 RT`­ RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWBIO, TWB12, TW814 Walt gracing 114"and heights ranging from 11-114't5 4s=. 12 URS5 5/8i'Uptift Rod Run Tedown System 34 STC, STUT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Hitch Girder Tw-down 7 GLS series hangers Saddle hangers available do widths ranging from 3-114" to 6-718" 13 UR56 3/4" Llplilft Rod Run Teclown System 35 TJC37,TJO57 Truss Jack Clips 3� , VVB106, VV6106C, WB126, WB125C, WB143C Wall Bracing and heights ranging from &-I (Z'ba 26i M Z2,Z4,Z44 Pari Stiffener Chips a GLTV series hangers Top flange hangers available in vvidKis ranging from 3-1/4" to 7- 1/8" and heights ranging from 11 " -to 32' FL#10441-R6 FL410531wR5 9 HB series hangers Top flange rian9cis available in vviduor ranging from 1-9r 10" to 7- FL#10447-FO 1/2" and heights ranging from 8" to 30" $eq # Product Model, Number or Name,Prodiii Description §JR1 Product likidel, Number or Name Product Dg$C dD09 n 10 HBL S series hangers Saddle hangers available in widths ranging from 5-14'tia 8.718" LU 11 DITT2 Hoki-down Sea # ProduatMordel, Nurnber_or Name Product Description I C,81-12 $7,1:5 5, CHI< 37s7 ff'iC511-12 37x0,75 Concealed hangers and heights ranging from 10-V2` to 26"_ 2 HDCIW4, HOCID122 Hold-down 11 AHEP Adjustable Hip -End Coniniector 2 DU, DHIU, DHUTF series hargeirs Face-mciri DHU) and top -flange (Dr LIT.--) hangers 11 HGLT series hangers Top flange hangers available in Ardths ranging from 3mV4" to a. 2, H008, HHOQ11, HHDQ14 Fl6d-down 2 DSG2R-3DS3, DSC2L-SDS3, OSC5R-SDS3, DSC5L-S1 3 Drag Strut Connectors available !in nddiths ranging hope 1-9116' to and heights 7/8" and heights rangitig from 7-1]2'to 3322". 4 HDLJ2, HDU4, HDIJ5, HDUI HOUIT, HDU14 Hold-down 3 GBC Gable Brace Connector -tinging from 9-1/8" to23-16J16` 12 HGLTV series hangers Top flange hangerss*ailable in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style, purlin anchor 4 HOPI -31. HCP2, HCRI Hip Corner Plate 3 HGU3 63-SDS, HGU5 25-SDS, dGU5 50-S')Sr HGLI'r2-SDS, HGU7 OO-SDS, HGU7 25- Face -mount hangers 1/8" and heights ranging from 14" to 33"_ 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-�2, HHRC42, HHRC42-2, HHRC411 81, HHRC44, HHRC5.2513 2-5. HHRC5.3713 12 Heavy Hip to Ridge Connectors SCIS HGU9 00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2.5,il 5" to 3- mi 7 MASH, MASAP Fos ruiLtion anchor shop HWRC66 4 F4--LIS -r- I-S.- P- -..at ki avasla kale in width. ranging ii t Fla" to 7 OJI Ii h.ioht. ranging fin- 18" to 8 Mi MPA1144 Strap-ayle purlin anchor 5 HRC1.81. "RQ22 Hip Rictr-o Cgrinectur 1J8` and heights ranging from 5 5!16" to 12-718"r 14 HUSTF series hangers Top flange joist hangers available ri wildtlirt ranging from 3-1 li to 9 PAIS, PA23, PA28, PA35 PA5 1, PA68 Strap -style purlin anchor 7 LR 26. LRU28, LRU210, LRU212 Rafter Hanger HFIGU5.25-SIDS, HHGU5 50-SDS, HHGUA 627Z DS, HHGU7.00-SDS, HHGU7,25-MS, Facornount hangers 3-9/16"' and heights ranging from 1 10 PAI16, PAIZ-2, PA129 PA135 Strap -style priflin anchor 8 LSI_26, ISSU28, LSSU210 Light Stopeable/Skewailbe U Hanger HHCLI9 06-SDS Is HUTF, HUCTF series hangers Top flange hangers available in vackris ranging from 1 -9116" to 5- 11 STHD10. STHDIORl Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer P H-4-S226-2, HHUS28-2, HHUS210-2. HHUS46. HHOIS48HHUS410, HHUS5 50/10, Face -mount hangers 112" and heights ranging from 3-7/16" ton 15". Concealed flange 12 STHD14 STHD14RJ Strap -style hold-dowin 10 TC24, TC26, TC28 Truss Clip H14US7 25fl 0 version (HUCTF) available for all models having width equal to or 11 THA29. TH.A213, THA218, THA218-2, THA222-21, THA-11. 3, HA418. THAC418, THAA22, Adjustra b I e- Truss Hanger 7 HSUR, HSUL, HSURC, HSULC serves hangers Skewed face -mount hangers available invedths ranging from 3- greater than 2-9116". THAC4:1-1, THA426, THA422-2, THA426-2 1/8" to 5-118" and heights ranging from 4-3r4" to 15-3)4` 18 HWP series hangers Top flange hangers available in n ilia ranging from 1 -9116" to 7- 112 THAM _i THAl2.06122, THAl2.1/22, THA1222, THA1322, THAL3522, THA1422 Adjustable Truss Hanger Sled it I -Joists- Concealed flange version JHSURC, H$ULC) available for all 118" and heights ranging from 5-316' to 28" 13 THAL422r THAR422 Skewed ewed Truss Hanger double 2Xand 4X mrvflels', only aciulte flange A, concealedr 17 HWPH series hangers Too flange hangers avalablee in inidths rairlding from 1 -9116" to 7- 114 THiA26, LTHJA26, LTHMA hTutiple Truss Hargers, 8 HITU26, HTIJ28, HTL)2210, HTU26-2 HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5-3kV'to 32". 15 TW=�4-SDS5, THJfi THJU26, THJU26-W IiAlularple Truss I II Fr PU', HUC series hangers Face -mount hangers avalllable in widms ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available inwichtis ranging from 1-9116" to 3- 16 TSBIR2-24 T,u5,, Sp -car -Restraint 1 t2" and heights ranging from 2-7/8" to lg-114i'L Concealed flange 5ffl" and heights ranging from 9-1,Wto 10` 17 VP.A-, VPA25, VDA13 VPA35, VPA4 Viinrielple Rich Connectors version (HUC) available for all models having width equal to or 19 JS series hangers Top flange hangers available in v4dth of 1 -916'and heights 18 VTCR Valley Truss Clip greater than 2-9116'. ranging from 5,36" to 7-1147' 10 HUCQI.8119-SOS, HUCQ1.811II-SDS, HI-i _SDA HUCQ210-3-SOS, HUCQ310= Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1 -9116'and heights SOS, HUCQ41 C-SOS, HUCC412-SDS, HUC05.2519-SD& HUCQ5.25M I-SDS, HUC061 0- ranging from 9-3116" to 13-118" SOS, HUC0612-SDS �C 8 virtual Review lllliwhsist,� for completed C complianc and aP ro with the 202 8C I VT by Deb Anne 7 Klahr 2360 EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12,F30l`2020 Frqr-MN, Simpson Strong -Tie 2020 FBC Approved Products Updated Inar2020 MM"­ Simpson Strong -Tie 2020 F6C Approved Products Updated 12t3arW220 Simpson Strong -Tie 2020 FBG Approved Products Updated 12/3012020 For direct linksto el, SST approvals listed below, CLICK fl-­E, = For shed links to all SST approvals listed below, CLICK HARE For direct links to all SST approvals listed InAaa, C_:--KHEIRE. For direct links to all SST aipproxa:s Isted below, CLICK HERE Fair adotional rifienation regarding Fronda's Statewide Product Approval S�a-tenn and Nfiami-Dade, County Notice ofAcceptance (NGA), �j�. For additional information regarrimng Florida's Statewi Product ApprovAlSystem an d Mituni-Dade County Notice oi, tance (fli F� additional Information regarding Forda'sSanherre Product Approval System and Miturfl-Dade County Notice ofAcceptance (NOA), ��LJ.Lbr�;_ For additional inforritation regardog Fluids's Statewide Product Approval System and Mianx-Da County Notice of Acceptance (i jl=fl�tL_ 21 LB series hangers Top flange hangers available in vii of 1 -9116" and erughts FL#1114E8-115 :5 Sil-Grx"I 56, SALBV1 81, SILBV21 Qd, SiiLRV2 37, C,_RV2 56. SkBV2.68, S/l_BV3 12, Top Flange Joist Hangers 5 SET_XP Adhesive Anchor for concrete ranging from 5318" to 15-118" S,1LBV356, SiLBV5 62, SILSV4 06, SLFIV4 12: SILIA(4.28. SA-BV4.75. SILBV5.50 a Strong-8c,K2 ISTG2, ST62-4SS, ST132438S) Strong -Boll: 2 Wedge Anchor for concrete available in carbon 22 LW series hangers 'Top Change hangers available in With of 1-9110" and heights Seq Product leocrel, Number or Narne Product Description A _rLTT2-0r SfDTI'2Z, SiHil"'rlit, HTT4 HTT5 i-kcilauvali, steel and Types 304 and 310staircess steel ranging from 9­2;y1d`to 1 ZA18", 1 HHUS210-3, HHUS210-4 Joert Hanger 20 S4il$72 Straps 118 mil (10 ga) 7 Titer, HD (THD-H, THD-HMG. THD-H4SS, THD-H6SS, THO-CS, THD_CS6SS) Titen HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG 3, -CGS LE07 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRA6 �ASfl, FIRS12 Strap Ties 21 SPA, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 WS" and heights ranging from Vita 33-1r2°' a HUCQ240i HUCQ210-,5-S()S,, HUCQ310-SDS )oist Hanger 22 SSP DSP, TSP -Stud Plate Tees stainless steel, or with countersunk head in carbon steel and 24 1 MEG7 aerevs Bars Top flange hangers ovailable in vedths ranging from 5-114" to 6- 4 THGB2, T HGR3, THGBH2, THG81-13, THGBH4 --ist Hini n� - STC OTC g r loss Clip 7ype 316 stainless steel 718" and heights ranging from 9" to 32-1/2", 5 THGQ2-SDS3, THGQ3-SDS4 5, THGQH2-SDS3, THGQH3_-SDSA 5, THGQH4-SDS6 AA: Amnoiar 24 TBD22 T; russ grace Diagonal C Tren HD Rod Coupler (THD37634RC, TH050934RC) Titen HD Threaded Rod Coupler for ocncirete 26 MIT -,k-- h..g.r. Top fa.9. hang. ­il.bl. in width. ranging from 1 -0Vl 6" to S­ P TrlicroG-3, THCW3-4, THCW4 3, THCW4-4 J.-It Horr,_ LS Tjc37 Truax, Jacl, C.ri-i 0 Titen HD Threaded FZ.d H-9- prHt3P_2Si68RH, THD937168RH, TH037212FZH, Tit- HD Th-orl.cl Rod H.iri ron-t. 1f8" and heights ranging from 9-IM-to 24". THD50234RH, THD10212RHI, 26 PF, PF6, PFDB, PFOSS series hangers Top flange hangers avadabie in vvidth of 1-9/16"' and heights 10 WedgeAll (WA) Wedge -All Anchor for mw4cirry ranging from to 7 118" FL911473-i FLAM3904-R5 (D 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in width& ranging from 1 _W16" to 7 Sag . 0 Product Model. Number or Name Product Description gig Product Model, Number or Name -Product Description FL#1 6230-RB V8" and heights ranging 9-114" to 32" 1 DETAL20 Double Embedded Truss Anchor I f'�,_-CxvI`!,62-SDGHOG, CCOK14 62­-DSHCo1,CC(jNA5 50-SDSH0Gr CCTQM3.62-SSG. liviris.no, Pier caps 2 3 FGTR, FGTRHL, FGTRHR H16 H16S, H16-2, H16-2S Girder RetraM., Anchor Hurricane Tie -�MN14.62-SOSG,CCTOCv15.50-SDS(-i CCC%45 SO-SDSG 1pal I Product Model, Numfaer gr-Name AT-XP Pmduct DmOptign AT-XP High -Strength Acrylic Adhe5iiae for concrete or masonry FL#1(MD-R§ 4 AFPTAIi) HPTAle. HFTA70 HFTA24 HFTA40 rrol-drind Tru±tic Anerl-inr PrC1,0101 89G-KT FC,(.J 0M4 A93_KT, FCC -,imS 1inr­kT, rrr,[ P. C4,11r)l W)(.KT, c1n ii,n ir r V Pre. r (:A t ixi 2 FT.HP rT-HP Fpoxy Adhp.nive fnr masonry 5 HEETAL-12 HETAL16, HETAL20 E-robsaded Truss Anchor ECCLLQMD4 62G-li ECCLI-Cit"D' "C-ri ECr-l-ROMID3,52G-KT, ECCLROMD4.62G= a SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Seel # 1 Product Model, Numb" or Name ABA44, ABA44R, ABA,le, ABAA6R, ABA55, ABA56R Product Description Adjustable Post Base 6 7 HGAMI 0, HIV19 HHETA16, HHETA20, HHETA24, HHETA40 Masonry retrofit connectors. Heavy Embedded Truss Anchor 3 K1 FCCLRQMDi HGUx,15,25- HGUM5 50, HGUM7 00, I-IGUN1725, HGUM9 lDC Heavy filasonry Hangers 4 5 Strong -Bolt 2 (STB2) Titen 2 (TTN2) Strong -Soft 2 Wedge Anchor for masonry Titen 2 Screw Anchor for Concrete 2 ABU44r ABU44R, AB,, ABU46R, ABUS-5, ABU", ABU65, ABU60, ASUi ABU88, Adjustable Pect Bass 8 WT-2. UGTS-SDSr2 5, _GT4-SDS3 o c,ne.- Tiedawn 4 LGUM26-2, LGUM26-3, GUMS -4 LGUM28-2, LGUM28-3, LGUM28.4, LGUM210-2, Beam Hangers 8 Titan HID (THD-H4SS, THD-H6SS. THDi Titan TO Heavy -Duty Screw Anchor !or concrete available In 304 ABU88R, ABUICIQ ABUI010R, ABU1212, ABU1212R 9 LTA'A Lateral Truzs Anchor LGUM210-3, LGUM210.4, LGUNW LGUM48, I-GUN1,410 or 316 stainless steelvvith hex head and 316 stainless steel with 3 ABW44Z, ABW44:C ABi ABW46R7, ABW667, ASirveBRZ, Arsiei 7 Adjustable P-94 Base 10 META1 2 META1 6 META1 8, META20, META24, MIrTA40 Embedded TrussAnchor 5 M-HA3.12(9-25, MBHA3 12M 1.25; MBHA3,55C- 25, MI3HA3.5W9_25, MBHA3.5Wl 1 25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R. Ai;E4, AC6, ACISR, ACE6 Post Cap 11 MSTAN12A, MSTAM36, MSTCM40, MSTCM60 Strap Tie. for Vasonri MEHA3.56111.88, MBHA3.56114. MBHA3,56/16, MBHA3.58/18, MBHA5.5017,25, 7 Titen Turbo (TNT) Titen Turbo Screw Anchor for concrete a,- masonry 5 BC4, BC46, BG4R, BC6, BC6R. BC8, BCS2-214, BCS2-316 Post Cap 12 MTSM1 F_ MTSM20, HTSM1 6, HTSMi Tvri Stiap for Masonry 150125, MBHA5 50111.25, MFiHAn Suit 1,88. MSHA5.50114, MBHA5.50116, 6 C844, CB46, CB48, CB66, Ce68 Embedded Column Base MBHA5 50118 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, cesQ86-SDIS2, CBSQ88-SDS,- Embedded Column Base 6 MBHU356/9 25, MBHU3 50111 25, MBHUA 56111.88. MBHO3.56114, MBHU3.56116. Masonry Beam Hangers Fk-#1 6937-R3 8 CC, ECC, ECCU Series Bolted column caps with Wl ranging from 3-1/4" to 9-1/2" and FL#11496-R5 NIBHU156M 8, MBHU5.5019 25, MBHU5 50/11 25. MSHU5,50/11 88, MBHU5 50/14, W2 ranging from 3-5/8" to 7-1/2" IVISHI_15,506, NISHIJ5.50/18 Sea III Product Model. Number or Name Product Desidiription C_ 9 CCQ-SDS2-5, ECCO-SDS2-5 Series Screvied column caps with W1 ranging from 3-IK' to 9-1/2" and W2 ranging from 3-5/Witc, 7-1Z §M_# I Mgua Model, Number 2r Name DTT1Z Product Pescription Dock Tension Tie 1 X�14BJOJ 6�51<, X1 S1 01 6� X1 B1016-4K X01 S1016, XQ1 B1 016-4K #10-16 Strong -Dive X Metal Self-Ordling, Tapping Screws wrM #3 Drill Point > 10 CPT44Z, CPT66Z, ORT86Z Concealed Post Tie Base 2 H012, HD19 Bolted' hodiovins FL#13978-R6 2 XL0114T1224, XLQ114BI224-2K #12,124 Strong -Drive XL Large-H-ad lVietal Self -Drilling, Tapping 11 EPS,14A, EPB44, EP846, EPE66 Embedded Post Base 3 PD-I-B. m058, HD7B, HOPS BOIlEd hakinAMS Screws with #5 Drill Point and Large Darrieter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HITT4, HT-b-, 1475-314 Tension Tie, SN A _ProductModel Numberorleame Product Description 3 XMCI 1 4SI 224, X?AQI 14131 224-2K #12-24 Strong -Drive XPA Misdium-Hoad Metal Self-DrIlling, O > 13 LOB44, Embedded Column Base 5 ILT719, LTT20B, LTTI3I Light Tension Ties 1 SOs`r'_23QQ SD',N22538, SDIV22438, SDW22458. SDIA1225043, SDVV22600 SD'A72a38, Strang -Drive SOW EWP•PLY and TRJSS-PLv Screws 4 XQI 14SI2"24, X01 I 4BI 224-2.5K, XI 1451",4, XQII 2SI 224, X01 1281224-2K Tapping Screwsirift #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self-Drilfing, Tapping Screws with #5 0 14 15 16 LPC4Z,LPC6Z mps"z Mpsai MoBa8z PB44, PS44R, P846, PBW, PB86R Light Post Cap Moment Past Base Embedded Per B se FL#113628-i 2 3 SOWC 15450, SDVVC1 5600 SDWH1930ODB, SDWH19400DB, SCIVOI-119600DI3, SDWHI9800DB. SDWH191000DB Strong=DrNe SDWG TRUSS Screw Stiong-DrInar SDWH TIMBER -HEX Screw 5 XU34S1016, XU3481016i Drill Point #10-16 Strong -Dave XU Metal Self-Drillirri Tapping Screws with 17 PBS44A, P65416 Fi Embedded i B-a-ci 4 SE)VVH27400G, SIDWI-1227600G, SDWH 2780DG. SDv`vIA271000G, SDWH27120OG Strong -Drive SDWH TIMBER -HEX HOG Screw Strong #1 Drill Point 18 19 P6V6. P6V10 PC44-16, PC46-1 6, PC48-1 6, PC64-16, PC66-16, EPC44-16, EPC46-16, EPC48-16, Round Post Base Post Cap Seq_# I ProductWdeJ, Number or Name S65Mx24, S87f8x24t SS1x30 Product Description SS Anchor Bois 0 SD`I&S16212, SOWS16300, SkY4N-316312. SOWS1640o. SOWSIWOO, SOWS19712, SDWS2241Xr,S)1i1 500,SOWS22512, SOWS22600, -Drive SOWS FRAMING w, Scre Strong -Drive SOWS TIMBER Screw,(Interior Grace) 20 EPC64-16, EPOEDO-1-5 PC4Z, P---4R'- PC8Z, PCORZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, p EPCSZ, Post Ca p 2 SSTBIC, SSTB220, SSTB24, SSTB26, SSTB34, S5TB36. SSTBICL, SSTB20L, SSTB24L, SSTB28L _SSTB A richer dolts, 7 SCAIVS22800, SDWS22900, SD-WS2211000, SDVV52-1 10i SDWS221200, SDWS221500 SOW522300DB, SDWS224OODB SIDWS2250006, SUVIIS22260OD13, SE)INS22BOODB, Strong -Drive SOWS TIMBER Scfew(Exterior G=di FL#35320-RO EPC8RZ SIDWSM OOODB Sag # Product Model, Number or Name Product Description 21 PP844.4Z, P_1344-07 P-1 1 8 SD`V`,�S2L-312DBn, SDWS'2-2512DBP Outdoor Accents Structural Wood Screw 1 OSSCB43,5, OSSCB40, D:3-SCS45 DSWS Bypass Framing Drift Sixth Connector 22 RPBZ Retricifit Post Bass FL#13872-R4 9 SOWS2730OSS, SDWS27400SS. SLYVAVS275000SS� 8DWS276WSS, SDAS27$00SS, Storig-Dirrve SOWS TIMBER SS $cr-^Av 2 FCB43.5. FOB45.5, FCB47,5, i FC5411,5 Bypass Framing Fixed -Clip Connector SOWS27111DOOSS, SDVVS2712COSS 3 FPHSD34SIC16, FPHS0348101& FPHS034B1016-5K, FPHSD34S1214, #10-16 ard#12-14 Strong -Dove -FPHSO Franurg-tci Self - Tapping W06-B5 Sari Product Model, Number or Name GMS712, i-ireIST14, c'W5iC1d, CS14, C:S'15, CS1115, CS20, DS22 Product Description Colli&rl Straps 10 II 80WVI3400 St. Strong -Drive 8D`,1/V8CLE-T0,RVvl Screw Outcloor Acr-ents i1ex-1-1lead Washer 4 FPHSD3461214, FPHS034S1214-5K LSFC2.25, LSF04.25, LSFC6.25, SFC2.25, -SFCA.25, SFC6.25 Drilling, Screws Steel Framing Connector .EL#i 2 HRS6, HRS-_-, HR51 2, Fiiix,6, FIAA9, FHAI 2, FHAJ 8, FHA24, FHA30, IVISTI26, IMSTI35, St-pA iair m it 112 ga) 5 LSSC4.25, LSSC6.25, SSC2,25 SSC4 25, SSC6,25, MSSC2 25, MSSG4.25, PASSCS 25 Steel Stud Connectors $eg # 1 Product Model, Number or Name FJA, FSA Product Description Foundation Anchor McT148i Mic-li MST172, =JMI;T"7 SlI08TS7, CiJMSTAIS Hi HT320, HT,524, HTS28, HTS'30, HTS30C Heavy Twist Straps FL#15363-133 6 ki 21;KIAi, ii 9k;WvI, RCKW3, RCKW5,5, RCKVV7.5. RCrot. . RCKW5.55 Rigid Knee Wall Connector 2 FRFP Fiat Retrofit condation Plate 4 LSTA30 I STAX LST149, LST173, MSTAqr li MSTA15, MSTAI8, MSTA21, MSTA24 StFa loss 4A m it ( 18 ga) 7 SCW.5, SCS45.5, SCS47.5, KW,,.5, SCR411.5� MSCB45.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 G"46-6, GHASr-9, GH413-6, GH49-8, Gi rH410-9, GH66-6, GH6", GH68-6, GH68- Girder Hanger 5 LST 49, LS7AI 2. LSTAl 5, LSTA1 8, I-STA21, LSTA24, ST29_2 5T2122. ST21 15, 3T2215 Straps 33 mil (20 Ca) Sag Produce Vidal.Ncember or Name Productl3ascriptidin 8 SC532-5197, SCS62-5197, SSC562 SMIS, SC58251118 Bypass Framing Connector -0 8, (31­16110-6GH610-8. 6 LSUBH3.25, SUGH3.25, MSUBH3.25 Bridging Connector .1 AS 18, AS I &S5, AS 18S6 1 R q2 Truss Plates 9 SCW3 2S, SCW5.5 Head -of -Wall Side -Clip Connectuir 4 5 GI-135A, GLBSB, GLB5C, GLB50, GLB7A, GILS78, GLB7C, GLB7D GLBT51 2, GSLT612, GLRT51 6, GRI-T616, GILPT5220, rBLT1520 Gfulam Bearing Plate Glulann Bearing Plate 7 a LIP5 LTS1 2, LT __1 R LT.51A, LTS20 Laterar I Tie Plate Lignt"Fist Straps 3 A's 7i 0 H R AS-20 20 oxi High Strength Truss Plate -0 a Truss Plate 10 11 sJC8,25, SJC10,25� MSJC&25 rA1sJC102iE, _SS93.518 Siteal Joist Con necto is Bypass Framing 8ficle-Clip, Strut Connector 6 HGLRA,HGLEB HGLBC,HGLBD Heavy Gularn Be-onng Pilate 9 MSTA30, NISTA36, ST6215, ST6224, STG. ST12. ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mid (16 ga) 4 ASH-- Hinge Plate Connector 12 X.LSH34BI414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Selt-Dolling. Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedovvn 10 MSTCe(I, MSTC78. ST6236 Straps 68 mil (14 gal Screws LLJ 8 UFPI0_SOS3 Universal Foundation Plate 11 MTS12, 1xi MTS18. MT920 MTS30, MTS24C KATS30C frile-diumTviristStraps 13 XQIS1016 X01B1016-4K, XQ-2S-.214 X01912114-3514 X078i X079BI2243K, H10-16. #12-14, and #12-24 Strong -Drive X Metal Self -Drilling. 9 URFP Universal Retrofit Foundation Plate 12 S4B1,56, SIB1.81, SIB206, S/B2,37, S162 56, S`B2 58, S183 12, SIB3,56, S/B3 62, SIB4.06. SLIB4_12 SIS4.28, SiN 75, S`B95 5,O Top Flange Joist Hangers FL#15R(IR4 X01 1 4S1 224, XQ1 14B1 224-2 5KXQ1 -2 2S1=4i XQI 12131224-2K, X34B101 6-5K, X1 S1 016, X1 B1016-4K X1 S1214, X1 B1214-3 5K Tapping Screws 1 '3 S°BA2_12t18 _qrBA2 12110, SiBA2AX12, SJBA21,2p14, &,BA4.1818 S)BA4.18sill). Top Flange joist He nge i Sag 9 Product Model, Number or Name Product Description SIBA4 1& 12, SGA4.18114 1 ET -HP Adhearia All for cionctele :z 14 SIH IA Hu rr ican- te 2 GAC� GDP, GDPM-50, GDPM-75, GDP?A�100, GDPS (3101-50, GliV.75 GVerill,00, GTH Gas�actualed fasterrers and assembles; < 15 SeHlUaS �_Z'HD813 SIHO I OS, `-,'�Hni oe, S)HDI 5S, 5r­i0,I5R Holoolinins PDPA, PCPA-K, PDPi POPAT, PDi PINW, Plil'vlip, PDPAWL, Porvaler-actuated fasteners, theatsk ships, and assemblies 16 SHOU4, SHOU6 S/HDU9, S/HD(.Il 1 Holdowris PDPAWL-MG, PSVI.3, PSVL.3-K, PCLDPA, PECLDPA, PTRHA3, Pi _J 17 SAIGT RfHJCT -rent Hangers 4 SET-33 Adhesive Anchor for concrete SHEET NO. PA 1,2 I I I a) C_ F; U) CU a) MIAMI ANUUM-DA-DE CO= 0=1 PGT Indus trie-� Inc, PGT Industries. Inc > C_ a) 2 FRODUICTCONTROL SECTION PGT ludustries. ke- OL 0 llt�5SW 26 Smw Ro�om 201. NOTICE OF ACCE HANCE: EVIDENC E SUB 11ITTED NOTICE OF ACUPTANCE: EVIDENCE SUBXIITTED CL CC DEPARANIENTOF REGUL-4TORYANDECON0111C RESOURCES CRIR� Nha= Florida 3_33175-'474 'NOTICE OF k(-CEP'T�k.NCE:,E,I"U)ENC'E'I-B-AUTTED _6 0 (D \'OTICE OF ACC'EYTAN_CE CN-0-k-) 1. Evidence submirred under Previou . ar0A D. QUALM-ASSURAl.NCE ' i C-) U) cu =3 CU U) A, DRANrINGS B. --IT Si T (c o n tur ue d) I - Mlt= _:m DiteDepaltmentofF--gulatory and Econovic ReslourcestRIRj (D -0 0 0 PGT Uthis trie s, Inc, 11010 Techadlog, p- Ddi,�e, I � Nlar facturef� die dn. wwWasand ieCtions_ Testrepoft io�ii 11 Ai-r Itif iltra-son Te.&t- per FBC. .-AS 20--N 2 0 _NorThVenice.YL34!76 oi,Sirbudii rinder.,N-0.4-Vo. 114�107 ' 04) _J Uniform Static .4 Fw Pressure Test- per F:B�_ TAS -1-94 '\LkTERLkL CERTIFICATIONS E . - sc-OPE- - V �-M 2. Dmiii No- -NID-55,70-0. titled -- sl SlidiriR GL-ass Docn- NOA f Nl)"- shtets 1 1% 3) Water Res; ance Test. X FBC. TAlz 20 -04 ice 1, Not' of-'-.--cept2meNo.15-Cl-918,14is.�toVi- Extf Using Litinted :x thet cu M Th,isNOAis being' 21 of _2 1. jxqlaritd by um;naclurff daled I 0�05,1 5, with re-visioa A dated I 4-j "ar fle Impalct Test per FBC. TAS _20 1 -94 9 1 3- he RigidPVC'Exterior EUrusionsforWtarlows and Doors". datedO&431_5, Alu CO C) > U) and accepted, byMbinsi-Dadef-"outiry RER-ProChxtCoxaro1S1P tionto 0-440-517. sipied P,E� Z Ijj d Pre-,SjceF T BC-TA1 "(6-94 oad Ing net F expa-itig an Wi310i,1105- E 2 Cn (D be 1xsed in NNfimm Dade Coutiry and offi-werarea s wh allowed bv the Authmtv 14-aw-i- Jurisdictioti (Alir), 6) Fwed Effiry Test. pff FFBC. TAS 202- 9_41 Notice of Acceptance No. 16-0910.08 to Vision Extrusion Lunited for their YE 0_ C_ 112 CU CD This NOA shall ti`01- be valid after the ex*atiouda statedbelawJhel. -Dade County Pmoduct Coi Si B. TESTS %vithtuarked-up dniawurirs ane. installation d-2 of virrild slid= - z1am glass door. prepare IM Tan 2021 and behrer Shades (_ Non -White) Rigid PVC Exteilor Extrusions for C/) (1n1N`L,auiiDade County),and'ortheAdLI (in areas other thanNbamiDade Caunty) resenve the right to have this 1� Test report on I Utaform Static Air Prem-we Tesi pe-. FBC, TA S 202 - Z94 layfeaesumnoino Lab. InE­_ Test ReportNOTT18-549- dated Il (5515�!qfgnredixid Windows anti Doors daret _4' product or unteiial Tested for quality asstuance pua-poses. If thiz product o.- material failsr to peribtan In the aCcepted ge )-lissile Ili Ter— zerFBC, TAS 201�44 L,ar �:011 -scalled bl, Idahiiis Ctrttva� P. jesr rep -of, revised E� 12 �`04 atid 1) 21 1 16 rat 3 Nl rice of Aoseptance No. issated to Vision Extrusaon Lanit manne:L:hememacnirerwiUincu,rthee-xmse-o such tesn___ -end the -AM may unniediatety.-roke. tuo Aify.or Cyclic Wind Pfwe�ssure Loai Per FBC- TAS- 2_0 1-04 Test :vviort on I - Alf Infurratwn Test. q-tr FBC, M-116 202-94 Coated (Painted or Lawinatted) White Rigid PX*C Exterior F-itrusions for SuSpeod the use of such product or material win= their Jurisdiction. RER reserves the right to vri thits 'along �Arfth anilred-up dr.1- �mgs and installation diagram vixyl sliding glass door, prepafed ljaif6riti 2:3 -at I c Air Pnt�sure lest- per F-115C. TAS __V2-()4 --in NN`mdowv and DoorV_ dated 134 5, ex -le- g, on 0930,19. acceptaor:e" if it j!, detefairted b Nifiavii-Dode Counry Noduct Control Section that thispizxhxt or Material falls to 'by Fenest-113tion T tk2L �_datedI1`071,5.sF d, 4!Ae and `P_ All Water Resistance Tersi. per FBC'. T-AS 10 2A, 4. 4. Notice of Acceptance N -01 - No. 16 � 11,02 Issued to ENTERGI Fenestra, tionSolutions USA_ meet thenequiremimtsof the a-pplicabltbuildiuge-o-diet- 'on -bite) I s T'his produc t is appi as de scribed heti= and ua' beieude-simed to complywitn the FlondaBuildikeCodi E, (Test f epor xvised on 0_1 15 f� 16 and 24"! sealiex-4 bv Id ahnis Cht esra- lol -1 11 - 201 41 -arge 3%fissfle Impact Test% per FBC. TA� -94 - Inc for their 2N 3040 and Lishter Shades (N -M -TA Rigid FVC Exterior inc h�l�_ the High Veloc ity Humicane Zone. Test report on -1) Airinfiftration Tev, M FBC� TAS -20-94 �vchc 'Vk7irvt Piessure Loading per FB I AS 2 Windows and D -4 Extrusions fat oors' DESCRIPT107N: Setkes g Glass Door (Reir red" ir 115'coruers-LAIJ. .1� Uniforut Static Aur Presstwe Test,, pef FBC, TAS 20244 along -orith marked-vp dr-avvings aml of vial,11 sliding giass dom prepared _r - -ativuSolutious USA. .5. Notice of ki-ceptanice No, 16-0 - Z.04 issued to EiNTERGI Feaesti APPROVAL DOC tWN-T. DravvineNo..%ED-.9570.0 RevB. titled ­V=4 Shdini Glass Door NOA (IM)- sheets -,,i Water Resistmce Test, per FBC'. TAS 2022-94- b-4, Fejjes�xratiorj Te,;Ftina Lab. Inc=. Test Reoon No. YTL 85--%=', dated 12;04 15. Sigue anti P, ftre� Inc- for thetir �Zrionze and LtghTex Shades: of Cap Coated Rigd rior - � 4) Large -Missile Impact Tes�i i-er FBC`_TAS 201-0-4 AA Wed by I d alnisc On it P E � (Test rep ort revised =- 02 - 15:21-1 __ v) Extrusions for Windows and Dann" dated 09/155 116. expiring on 04r I %F I din gh 2 1 of 2 1 - p rep ared by. in amiftc.-Yarier. dw- d 10,;057,1 and last rev ised on 011'0 1 r; 2 1. sned and sm-i by 2ii Cyclic Wind Pit-saire L oa, per FBC, TA S 33-94 �Alft - 'FBCL. TAS_ - . 2-0-2-94 T, Test T-: on DUaSt aStaticAtrPres ieS per 1 -103 issuied to ENBRGI Fenestration Solutions USA. 6. Notice of Acceptance No- 16-07FI-F A, Lynn _PMMer, P_E� b MLIP 6) Forced Ent n� Test. per FBC, 1A S 202-94 I T T-B,C, TA �21 0 1-94 L_v e, lwli ssile I nil, I per r -2 1 - Tes lrrz� for tbek= �)Nrlitte Rlgk Pli Extetio 1 lExtrusions for, Windows iinti Doors�'_ dati U _Dade Corsoi:,, Fr, _01 Accepuince number and le%Tiratiorid. -a t- a ze along with niviced -up diawings and mstallation d iagram of %iny I z- ing glass doof,, prepared g 3) vchc Uiud Pre.iisiare Loadim: per FBC- IAS 263-0-1 a, 0. 08 1 C1,1 7� expiring on 0 -, -121 l", A M-61IX LWACT RATING La que and SmA -Vissite Imp a c t Resk-Ala n t bv Fenesin. tion Testine L& Inc. Test Report"_Nc FTL 8546� datea H 06, signed and a-w- no- wit b marked -up, maw migs and UISUB-ation diagram oil varyl sliding gln6s door- pTepawd 7- D reports o(s). 10-C -7921,A), 10-0 527- `7 -W� AKIN- -84� per IE Limitations: 1. ',See table I (sheet 7) aud tai (sheetD for applicableSGDunif sizes, dei reinforcaueazt.ypes. aled by Idahmi Ortega. P. F, (Test feWrt. revisixt on 01 �04:16 and, 0 211,2016) b v F ene, -31 f ln= Le Ttsfirie Lib. Inc T st Revort No. FTL 6638- les AA flin A--"-,). dated TNEDI­_ and AS-11VID-635- issued bvFfx0X`J lavisiou� for cellulgi -7 preinues, glass types. sill risser (see tables B-1 & B-2.sheets 7-8) and in I I thru 16- 3 Tkt .)ott on I)AirinarationT p,erFBC,TAS2,92-94 ealed bv ree A. i P_ E. 40fidi nuder NOA 1-1- ritaterial Ri FIX, Tan (Non-whael -%'pd PVC and Broi coated (I "�-,d 01- te&,,% white Rigid PVC to be 2.) U111-idon Static A' a- Pfes%L-e Test. Per FBC. TAS 20'2-9A Y1Y_ 041 (Sub in ined under NOA Xo. U-0107 04) - _44',Xrhite laheele d per referenced NOA's reqW" 3,�A'itva=Rtsis�tan Test FBC. TAS _202-94 S Test reo-ox-ton S. Notice of A.Cceptance No. 14-016.11 ic-s­ued to Km Aniffica., Inc, for their E gress o perable doors must coomply 1xi th atin clear width or height pet FBC'recquuenrent� ai applic able S 01-'_4 1A 2 13tiii Static Aii­Pressure Te3r. pff FBC, TAS 20-1-94 Sertn"vGbsS, (Cilem and NNIfte) twerlaver". exT g on 0 � 4,` 18 4. Pi wal-11- under -s"ate appTon-vaL to be reviewedbyBualding offict- 5) Cvclic lilind' Pi sxwe Loidine PL FBC. TAS 20134 4 1) Water Reststanc t Test. pff FEBC. TAS M -94. - 9, Notice of Acreptanc -e No. 16-1117.01 isstied to Kuraray Awerica, 1w, for tbeir L --o Emrili Ench unit 'mau ui a Pe eat ia-W with the mamific-ft-ulees namlie - -log d series and w o. ciry- state an 61Forced EtvryTlesi� pefFBC-TA� 20214 4 4) Large -MissIk It-wa T� per FBC_ TAS 201-9-1 �Trasifolt 1 ltraclear. Clear and Cotor PA-B Inter OT0849- lavers followra; stalrentent: "Nfiaari-Dade County Pik tx it'Cloutrot Appi o;1ed ", no ted herefix g Nil- it litiniked -up d ra w I-,, gs and mi:-�Il 4111, it ion d is,917,1111 1017 UkYt �hd Ing giass d oor�� Inepared Cyrlic lFirid Pressure Loa-l-irr per FBC, TAS 20-3-94 - 9 RE'_\EXN'AL of this NOA shall be c ouati af tet a revewin apip licatim U as been f died and there lix'been no 4 - 4-7 ":,"1 1_5 sigiled aiall ble Fet- tration Te " t Ing L A-i � luc, � Tes, Report FT L 85� dated per FBC� TA'S 202 Forced Filiq TesT -94 F. STATE-NfENTS change in the applicable bum-dang code negatively affLecti�w I- TER_N11N.AT10'_\_of this NOAwdl or-caraftei the exparationdare or ifthavie has beenta revision or change mthe sealed blu Idahnis Orteaq- R E_ (Test rervrt revisq=ed oil 021 '15 16) 4�. TesT report un 1) Airinfiltration per F-C. TAS 20 -94 along with ma-arked-up drawings -and ins-tall'Ation diagraim of x� sliding glass docic prepared bv Fenestration Testing Labl. 1gr..- Test Report No, FTT_ 633 fvaWles ;a.-! thni A dated 1- Statenv_--ii� letter of cc with YBC-5& Edition t2014i and FBC-6a, Edition (2111,7). Isi by tnanufacturer- dated 08/ si sealed by L IN Rr gned Eller nratenal&F,ase, andeor tumi6etuse of the product or process. Misirw offfin; NOA as aireudotsenieut ofam pi tic Air P 1.1trifonal S t a ressure Test per FBC� Tl AS 202-94 10� signedand se,,aled, tjiy I r e A, Causo, P. E_ Intoiler A-0A.VoF Il- Smemenfletile-T oftio finaricuu, inremt,, dated 04,118,17. issued by nualir-facrtuff d forsaL­ ath-erfising or any otherpurpo-ses shall antotnatically terriumte this NOA. Fadure to complywAh,-m- 3) �%'atef Rt;istance Iest� per FB('.'T.kS 202-94 0-10 1� 69) seal d b-11-73D=NfiBer, P:�E� e section of thist;OAshall t-- cauw fbT terminzhon and- removal of NQA A -1 Large 1i inipact Test FBC A S 2 01 -94 3- Letter of hib compliance. pan of the abi test repints ADVERTISEILENT: The NOAuunber preceded by the County. Florid -a andfbilou bytbie 57-"1 Cvchc Wind Prtmsrsre �Ljoading 203 per FBC. TikS -94 ("'AL ( L .17 ATIONS f- dated 'i 4. RERF Test Proposal No. 17-038 05 �,,'17.s�.a--edbyIsnaqC.binda.P.E- expira tou date may be di,�,pi in advwuinig Inexatme. Ifa!,lvvoitiono-ftbeNOAis�dispL-t%,ed.thenitshall'be 61 Force 1 Euml Test- Per FBir T.A S 2 0 -94 I Anchor vefificati'011 c Mculatious aii1d s1ructural anahsts- et-qWlyingg wLtb FBC- 2.014, done its entfferl-_ along w � h marked -up d ra it Ings and installation diagram of %in-vl AuAincz 2L-ass doof� 1pnepared prepaitd b- v P AG T� __- at ed 2 ANO, 15 211d last reviseo= - on 0 2, 15! 10- si Meal and se-1le d bv G. OTf LER LNSPEC-T10'.\_: A copy of'-das, entireNOA shall bieproiaded Eo the us-m Wythe manedecruler or di��tnbluwlrs and F TL 851 41 8. dated 2 � 11 by Fenestration ing Lab- inc_ Test Repon Nt 2�,5::gaed and knthrmyL Mini P-E. (9uhnfiried underNO-A No. J of A ance No. 15-1-10.01, issued toDC Indu------- for their Smes shall be avadable f6t iwspectico al thejob Oe �at the rer rest of the Building Of&ral. sealed bv ldabfks Ortegi P E� (Ttsr repW revised on 01 vi ;ud- 0111 16) IF -1300-09� I 0,`27-W- Vinvi Slidin Glass Door (Reinforced L.NLU�� expirin on 04 14,22t, 9 ThisNIOA rei4ws & re neivf'_\0A 920-0429.05 and consist- of rhispage 1 and eiidence pages E-1- E-1. E-3, E4 E-5 & E-6 as well as appro;�Fal document mentioned abon,-e. The subanned dociumen tatice w-a s re -view ed b y I ha q L C ha nda, P 1, Lhaq L cli P _T I. cllaud3. P1. Ishaq L C`hauda. P.E. Proiluct Control Uait impervitor prodn'tt voutrol unia Swuparrrwr Product Courrot Vait sup#rrizor 'V0A N - -No � �2 1 -A: 0 - 'o, NOAN NOA No, '23-6,1051,lU 1xpiration-Dii Aprfl14,.!0!6 IN Expirntiou Datc April 141- ExpirationDate. April 14,!0- ExpirationDatt, Apri1l4.'.`0. Approval Dato.11arch 25. N' . Apprv�al Datc "arch _kppy -tie- Niarch 'A a Approva I Dali _N13rch e. UM P-ase, I E -1 E PGT Indasmiei. Inc. C GI Windows and Doors, Inc, PGT Indu5ii-illi Inc, NOTICEOf A�C'CEPT'A-N(-E-EN'EDE-N-CE.ST--BNUTT'ED NOTI OF ACCEPTANCE: FI_JDEN',CFSt'B'_\f1-f TED N0110E OF ACC LPIANC L. Q"QENCE SLE M-TED E vidc Sals sucesi -witted, and der previous submittal XTERL-IL. CERTIFICATIONS (conrini E. XL 3� N en Evidence Submitted 11 xinexoan Stmer Stiact-i �qyaxudajA coq)l rl g- wi h N1 C I t M 7 1, 1 Tberm®rd C onducti-vity A. DRAWEN�GS 01.8-81 BTU,, -ia'tff. -f t --'F, ASTIM F 1249 W�7TR -Pass. AS-21VI D 393 0 vyl gen-Pi��s� ASTNIT E A� DRAIVLNGS, I� DrawiiqgNo_M.D-5570.0RFevB. titled, -Vinyl Slidkz Glass Dooi-NOA (Uff�_ sheets '190 LG_ Dura, b-Ity-NIo FoF-Pws. (Subiridued underproiow A-0-4.Va'15-046A 05) A 1. Dravvmc--� No- AID Rev B. ritled'l I Sliding Glas nm Ni.F.. (I�N�) he -v nmufActurff . dated 10 0-5, 15 and lag fe'VI-1 � on I through 11 of 2 1. pmared b- rea B� -111aft Dur;j��t,� 5� C4 IS T."i CondrjjC r 21 and i-hrougli I of 11. prepared by maiixif ctiurer. dated 10.,051- last revised On _02 1112 Cn 0342721� 107 sipied andwalol bN, A., Lvini Miller, RE Q ua is IF. xx ti.S 14 rkip - ut sealed A Uvrori,i RE, ted an- 11 r. `1`21F, A-S IM F 12 41-9 1,1 R-P iTiis. A-SSM I D I I I Ai-gou P eennearicis=Pass. TMI E h _JA i IN 4:" N ot e: 1h=g reviston. consis"t -S f eplac emem 0 f is'ams exist ilIF gistallatim screW V-Th flai bead B. TESTS 2180 I=& Di It r v -NN ko Tog� ASTM E 54�_ Dew P T De, t �204�Y in .48 firs. 1. T�est reports on-,- I) Air Infiltration Test. per FBC. TAS _102-94 (Sup'Numed undler ,V0.4 _N�,-_ I 5-6VOA 05),, (D 21 Unifionu Static Air Piessure Test. Loading per FBC. TAS 2412-914, ision -:in . 311)3 E�,iriisio- . L,td,. Parts collipis a -1 B. TESTS N 3) Watex Resistance Test. per 'FBC. TAS 202-P4 T for Rmid Polyvinyl Chlai (PVC1 Exterior Profilei for V_- ision Extrissiom, Lrd.-VEX-i by 4 OCT 2 8 202- I 4) Large Islisoile lisaxas-ft Test taff FBC � 201-q4 '�O AAMA Fenestra, tion E:7x-tenor Prorre iC ertdication- Pucligigni (SnInnitierl under NOA Xo- I.;- 046A 65� CALLCULATIO-NS "" E V C yclic Wind Pressute Loading per FBC. TAS 3-94 al,-W with maike d-up dyaw, ings and mst allation d ia om of all PGT Industries. Inc- 8- \Tisiciu _`.Ntruic�ions. Ltd. PariA con1p]y1og with 1PVC-A- 303-1-1 --one R/\ K reo-resenTative units listed below -and tested to quahf� Dowsil and Dowaff 983 sm-1-cones (Subitt ft-red tmderX0_4.VV. 1-5-0409F 05� -RANCE prepared by Fenestration TeStini boratoty litc, Revols, - I Ii;_-p (PI, , E eflor P. PVC-A.OLAL `\, ohnitary SpecificstFo for, Rig-ld _Pohi,-inyl Czlilorulie 'C D� QU=21M'A1 1. Der R_eguWov-L� Economic R 11IR-ERW Virtual R8view 08view FTL-1789� PGT PW 5 - 20 PVCYix&dA?indow (�unf 6 in proposal). dated CO� 1 01,14 fhofiies for Emmisoxv, Lid -17F-K-1 bNr A-ANLA,* FeTWE-UrAtton _Fxterioif pfofqe IT&III uf and LC sources Assist, Assist, Inc. nj ,Y'r C. .�ul Plans Review completed Y'TL-20-210 J.PGTSZD780A Sliding Glass Door (unit 7 ioL jaaposaf) FTL-20- C en if icat ion Promram- and approved for "t"Pli"ce with 2107.2, PGTI CA740 Ai- Oirtswiag Ca Window (unis 8 in proposal) FTE_26- - I0- Notice of AcCemance No- 18-12117 14 Issued TO Enerei Fenestrattion Solution, USA. iric� for - E. AL-VTERL-1L CY_RT111C_ ATIONR the 2028 F8C 7th f tion by Debra Anne Kjahr pX2 di, CD 1. IV, 13, PG'T PW7620.4� A linnuntris fixed Wind our (unit 9in proposal) and FTL-20-1 107.4, their 3040 & light shade (non­ii,hite) 111itte Rigid PN'C Exterior Extrusioul; for, I_ Notice of Ac cept ance, No. 1,09-03 05,A21 issued I o K tui America. Iii r. for their PC-'T PXk" 766-2110A Alurnitnim Fixed Wind gx, (unit 10 -in proposad-11 dated 0 Tl 1 i20. all signed U0 NI'mA ws and Doors"'. expring an 021,'(42 "Trositfo Ultraclear, Clear. and C - or PI'B Inter '_2 4 on M C_ and sealed by Idahmis 01 P_E_ 11, Notice of Acceptance No. 18-012-2.02 issued to Etrrgi Fene�itritlon Solutiou- USA. inec. f0f "11111te Rigid PVC Exterior E for Windows Doori". I Notice of Acceptance No- 17-0808.0 _1 issued to Kui Amerk.v, Inc- for their Sentr.i-Glasi (Clear and Whire) Glass InterlaYe > Cj) their series in-usious arid expiruig un a Ing oil C'. CALCULATIOINKS 1. Auchor FBC I 0-28 2D 3 NkPtiice ofAc�-:ieptauve No. 18-1106,10 issued tolz*iSice Exxtrusions Uitsited fo r their cu verification calculations and stnictural ani compty-ing with 12- Notice of Acceptance No. 20-020.03 Issued To E iVU Solution- USSA. lnc- for Ijefgj j_eneSjraT­ CoatedTatuted all-Lawwated) AA'hiwR1gidPVC1:Ererio-r Extrrisions for Windows > Edition (20201- dated 04;22_0. Prepared ky manufacturer. signind mid stmaled by them "Bronze & light shade cap coated IN -kite Rb-z-gid. PA-C Exterior Ein,usious for e. and Doors-. expiring on 09:30,�-24, 0 Anthcay" Lynn Miller '. P.E. 2, Glazing coinpliesswitb ASTIM E 1300-04, -K 46. - Windows and Doors—. eViriAg on 04� 1&25 - 4� Notice of'Accepi No, 18-11.06.11 Issued to Vision, Exzstision� Li -ed for theif senes L_ CDL -121 and "N'E 10,00 Tan 202 an(] lighter shades (Nan-Whiri Rigid CielluLat PN'C Exterior 0- DF QU--ALrTY ASSI.R.A.NCE Y. STATEXLENTS rxn-usioas for,XA-vidows and Doors­� exvirinz on 12 '292, 4. < Miami-Daide Department of Re! latcm, anlid Econonric. Resotxrces,(RER)� ;_ G , � 0 L Statement letref of conforinance to F'B( Edition (202 ed 04 2- 2 iss bv 0) dat arid sealed bvArithoty; INfilliff- P.E� F. STATE'�\L E. -NLITERLALL CERTIYICATIONS Star b fattureL A sted em-CrIt lett-er of no financial interest and, of- indeveruci . Iss-, V rjja=f_ 1. 01 *areiunu 'letter confonnautc- to FBC Edition 1020). dated 0".;011. '21- issued bv NoticeofAccepitance No. IM3015NO2 Lmknd Inc. f0i 04-18' -0. signed andwaled bv_k.-vhoUVLvmMW,-r. iii�ned and -xaled bvAn t honv Lvm MiUer C �0101'. ­Trosifblgl� I-Itraclear, Clear. and PVB (Aass Inte dayers explo119, �01:11 V -dated ;J3:o'_;Ct4-;, :uid signed by all Private Labeling Agfeeintrit docunk-nt between PGT ­1 - 2 Prv,,,�sle Agreement dated - )&'21 Denireen PGT IndivA-Des. Inc and CGI 017 08��24_ 111voitle d Px'Tie& -k-. RI: %%lordowit and Docas Ij1c,_ by ni-aii N:�L Is= VR Eng eertng- on belialf'of N otice Ofin ance No 1 7­0808.0 issued to Kuraray America- Inc. for their a not h con4sanie�_ jrjr G. OTTERS 3 Notice of Acceptance No 18-110610 issiled to Vision Extrusicas Limited f6r their --Brown Coated (Painted Lanmated) White Rivid PN'C Exterior Extrwions "a L This NO-k reNises NOA# 1 7-0420.06 (PVT iv,CGI) and up�dlate; to I BC C Ediriout- C OTHLF,- -1his -0 U) or expiring 041,211.1-2 11 L N'0A revises & renews NOA# lo-0429.0-5 (PLA wA_i e.viring,0414:26- 00 for'"'indows and Doors"*_ expuing on 0930.214. 4 Notice No 18-1106,11 issued Extrusions Lionted forTheir 2. RER Te st priopos-a 10 - 11 da t ed OF 0 2 0 -1 ppiov c d b-f I sba q I C'hand a. P E p i r �cz 2. -The ted PLA CGI file - �� L CUFETIP_w A51SOM �21-0205.01. exLpiririg- C4 14,26- PfAcrejxance toVision 0414 1, series "VE 1000 Tan 20-1 and lighter shades (Non_xklite� Rigid Ceflular PVC LLI Exterior I xtra Stils for Windows and D oot expiring on 12 -29V2 1 -1-hati 1. C-handl, PLF- I Alli L Chandli P1 < Ishaq LC'Lmuda, P,E- Product Control Unit superl.isor Product (I ontral Luit Supi product Coutrol I'ait vapitri-i-_or NC0,A, No- !1-01ii NOA NO. 3AF rz Aprit'14.20216 F-Wration Dz _ S, < _j ExpiratioluDate: Aprii 14,220!6 Approva!D_art-, 'fareh Approv i I Dwri-Ala rch IF N' .1 _-�pproi-alDxtit: Marth'25,!021, -6 E 4 SHEET NO. May 27, 2022 PA 13 ME > 0 0 MIAMI-DADER-W M [A MI-DA D C CtOUNT Y -EC CD 0 2 PRODIA.-F CONTROI, !I� --Tlo\ Cirst-CLcte I.."'SA, JJLC L_ Ca-si-Crete USA, LI, (D -0 DEPARTMENT OF REGIAXFORY AND K-()NOM1V`JVPiOL�RCFS xo5 Sw 26 208 BOA RD AND CODE, ADMINISTRATION DIV [SION M al n I F. o -10, a 11 -1 U) T, �:47861315-2599 N"OTICE CIF A40V-FPT� Ncr_-�-E v DE NU, F Ill I F FT E 1) N 011 t]E F A CEP" NCE� NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NO'f(CE OF ACCEPJANCE (NOA L�V vvmiiaalidadc_�_ ast-Crctv USA, LLC i J I , EVIDENCE SUNNI TTED UNDER PREVIOUS PROVAL 03-0605J 4 VIDFNCE SU 13INIFFIED 11-NDER PRE WS APPR(P AL # 12-0209. 1,2' E1v 5. EVIDENCE SUBMITTED UINDER PREVIOUS A PPR( -4 14-0903.03 0 0 6324 County Road 579 A� DRAWINGS A. DRANk"INGS -)VAL A- DRAWINGS 0 Soffner, florida 33584 L)rarwil�g,,`v6I. F1,4612, fifkd Pre,siressed I intel lklails shetr I o/ J, r Draw. n a J - h"D Is "Precersi and Prestressed 'h-tel Details" shoet I q 0 LL wared by C ' 11'�W,�'0?49, P p prc., ?019 P 1, j�rePIr'C(J I'flIg" - 01,17-11W� .1c aawdlcfarch 2n)(13 arnt Drait ing No- J en 1, dated 03/.?,k,'(I3 and Drawing No, LT4612, titled "Cast -Crete 4' '% 6 12 0 0 > SCOFF; e -5 -1,,, zW Wry I , fMvj' C 6` -f2­ LiMd &ik -Load 1abks",sheety 1 -Nd d "I''.a.ci- te,e I ev Lintel Saft Load Tahlres ". sheets Ibrough 3 r�f 3, last revision dated 06, 2/14, all E 2 (D �_I� ']"his NOA is being, issued under dic app� ic:able rules and regulal k)ns governing the iise of constraction ns"Iteriak. C � P �Tj' - 'Parg arrino, P.E_ &1rodAlkird'I 2-1, 2003, lcxv, revision #1 dave�dAprlf 2f_; 103.7 ic") I fill 3 of,l, Craig Parrino, P_F, daled March 2003:, last signed ano(secded bY ig Parrino, P. E., on 08119114� a C/) cl) 0 CU -rhedocurnentation submitted hisbeen rc-.,ievVck1 and accepted hvy/fiarni-DadeCourity REP, llroduct('ontrol no Yet7ledbyCraig Parri L P' V -Vislo" daled 1-1(vrI7 2008 a" si-e c "ri seaktrbv Crcii Parrint), PE_ on n u ju�rej.earetl Section to be used in Miami Dade Courav and Am litelas by the Audiririty Paving jurisdi_.�Lfion W TESTS t - Lff. TESTS 'rep Coaricecreli Fdkdand _E 214arch2` If"' I B. 'I ESTS INIone, [ter ' e cxvirancr, This NOA shall not be valid a th date stated belovv. The Mianti-Dade Countv product onlrol 'cl) ith- h- iw_-, W__' lintel �,Lqe�chnens� pvr ASIV p, -ed 731 C CALCULATIONS Se,cficn "In liviiarni Dade Count ffic _;rI Crounty) L IOIIA� dat do -7040-3, 'aboratories, Rqp�ori 4 One �111&of` W IMF awas, other It- an Nli ii Dade rescrve the, righ! to have ea a by AI.Iphed Research JVII A i ni I CahcularlonsJor t­ Liniels- dared 08,119/2014. J4_201 f -17S C.reit? dirmeg" thic nraduct maierial tesm, hyr atm-lity af-�',�Tu_rancc n-urpo%eiz. If this Ilmduat a a i ni W�E! IQ, pp-TW1,111 It i inclir tesfina !lie AMD ornnediately maled bv Chrim­ " erk Ptionon. P. E�, C� CAI inages - go i prepari,,d b 7ra !on I,T Crip c, Parroro, 11, E. _,y( igPorr;,no,PF_s__ eit'andset7ledly accepted manner- the manufacturer will the expense of such and roav revoke� 'R rnodily� or suspend the use of such product or melejial within it' - -e-Trves the nal-0 to revok C� CALCUL 0 NS 1). 0LTVLWTY ASSURANICE this acceptance, iff it Is determined by M11anii-Dadr C.0antr, Product Control Section that this prtIduct or majerm Iva- 5129103. 7pa�,es, prepiare'I 1, I� I- i ak abItioncftir esf-C ele Linteis. c1n- TA QUAIA -'ASSURANCE oq tvtzlEc 1. 8 Courm Del)arfinew qfReguhw Resources (Mr.]?), fitils to meet the requirements of the applicable building codi- Parrincr PE, �igra�sl anelseeded by Craig Parrini) P E, 1 1, '' thaefi-Dade conmtv I)emiawnen !�i P Envirmate'-f. and Regethffory A ffi:aVM (7as/4"re're Liiaegfv, a�we&I6512Mj� 140'P(WS, III-g-j" jjr -14' E. NLk ,RIixj., CERTIFICATIONS I his product is approved as described herein, arid has been designed to comply with the Fligh Velocity Hurricane In parrino, P. I S�gnei, and sealedh Craig Parr o, -ONS MATE'RIAL CERTIFICATI None Zone ofthe Flor'da Buildina Code- DESCRIPTION: ( Cast-Cretle ) 4"', 6" & 12"' High Strength Precast and Prestressed Concrete Lintels D. N-LA1 IERIAL CERTIFICATION: F� OTHER Apptzovi%i., DOCUMENT: Drawing No. FD461 2, titled "Precast and Prestres-Sud Unw, Details". sheet I of 1, We, Cf- If c-1 1AI-- IS L Quaht r -'re-re Mich"'w Y­v- eejont� IF ), F. OTHER I ffi Letter fi-opki Ce-Va-Crele UK,4, InC-, d -8 19Q_ d ancl sealeil b A & -IL etc h prepared by ("raig, Partrino. P,E-- dated M arch 24 2003 and Drawina No, LT461 fided "Ca.-L Cr 2002, �­"p Lot, duled I ®rruou 03, 20'Z s;wwd and sealed oni Ctisr­ etc I m w, C I pr Q, Parrino, P1. U CO fo cere� � -h� ­ ntphance with the Florida Bu'ldfing, de, 20j4E(h1jo)% a ffltel Sate I,oad D - Tal to through -3 of 3, prepared by Craig ParTino, p.E, dated March -44, 200-, IaST 2. Cast-C).ele Qs,uhD,,,,Sr �ucni Atanwifur PrestressedPre?(lzicls tkned 2019Z 'ir - trip`-ir---­! iIph the Pori B1 ilding Codc� 2010 hY (�`rai�g Parrltu-, PJ, CeM10i �'v revision dated June 12, 2014, all signediffid sealed by Craig Parrino, P-E., on,lanuary 22, _2019- all b ring the Nfiariii-Dade Couttly, Product Control Revision starnp with the Notice of Acceptance nuinber and the expiration 20 4, EVIDENCE suRsUTTED1 UNDER PREVIOUS APPROVAL, W&WAF -0) 'it i on 6- 1 _EVH)FNCF_ SUB.NIFFFED UNDER PREVIOAJS APPROVAL # 17-0821_18 A. DR-AWINGS date by the M iarn i- Dade Count � Pool uct Control Scetion, A� D RA"A'I N CS 'I 13MITTED UNDER PREVIOUS APPR( V� L # 13-0321,07 4, EVIDENCE -S n e, MISSILE INNIPAC-17 RATING: Large and Stand Nktissilc Impact Resistant P'teVjo; itlie6l cvil 'n , Pr­V1re_"_ed Lintel' Defalls", �Vhco 1 - 1. c ce A. DRAW INCS LABELING- bact jinwl shall bear a permanent label with tire icanuthicturcrs narne or logo and the Nfiami-Dade UW N-u- 1 -4 11 �, ral Tarrint), I F-6 ' P��q�arad,�y 0 '& P - 11 Ir.,'_ dzWed,,14(�wch 24, 208-f at.,d Draw; I I \ 119"le. Ill TESTS Countv logo. toe d 7 3 qf3, jpin�.,,pwn "i, ovf 'rele 4", 6"t t. vs U '3, hest revision te;d _A,4areh J 3 `008, )-iIie J'arr"'170. 1', 24. 2 00 B. TESTS Mo r LU RFNEWA-1. of this NO,k shall be considered after a renewal application has been filed and there has been, no C. chringe in the applicable building code negatively affecting ithe perforrnance of this � I ' B. TEST'-! 7 1. �rm 17 Nore- TERMINATION ofthis NOA mvill occurafter the expiration daterir ifthere has been a revision orchange in the materials, use, and/or manufacture ofthe product or process. Misuse of this NOA asanendorsernept of any C� CALCULATIONS D. QUALITY ASSURANCE prodnat�r for sales, advertising or any Other purposes shall autornaticall- terminate this NOA. FailurC to comply with C, CAIA", ULATIONS 1, Bv A-liamr-Dacle Catintv L) rriert of Regularary andIeconornic Resources (RER). mi any, section of this NOA shall be cause tot- tennination arid removal of NOA 1, 0. QUALITV ASS111 RANCLE, 'rainry E_ MATERIAL CERTIFICATIONS A.D\7 fli ERTISEIVI F NLT, e NOA number preixded by the words Miami -Dade County, f1orida, and followed by D. QtIALLITY ASS tXNCF tj] Pw Ahomi )),uk ( Dem-ownent "fR-Picylo-ory ana AI'onnnv` R :�,Inrccs IRER_ I- Al�kne- the expiration dine inay be dkpbtyc4J in a&crtising fiterature. Iftaty portion ofthe NO!\ is displayed, then it shpfli Counl.y Building, ('otle cornp/h,177ce, G�fjficc� be done in its crourety, E. MATERIAL CERTIFICVOONS F� OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by, the nianutocturer or its distributors and E� VILALTIAIJAI, CERTIFICATI"ONS I Carnle`iamce Letter with the f7orida Buildinjg ode, 2607,Edition, is&uedbv Cast - shall be available for �nspecfion at thejob site at the request of the Building Official. Cretv IN4, Inc. . dated 08,/08,/1 signed& sealed by Cra�g Parriblu, P. F. This NOA reidses NO.N -_ 0-0130.14and consists ofthis page L evidence submiuvripages E-1. E-2, E-33, E-4 and A �jf 1r, E-5 as well as approval dOCARTIeW r1leiltiOnedid)OW. I-Ielniy'A� Malkar, VY, M_S� -YIjelaiv A� Nlikar, PX, N1.!V E", The submitted documentation was reviewed by Helm), A. Makar, P.E., M,& Proif�aet Control Section Supeii�isor pt­4�t Contro I Sceinni Supervisor lelmy A, Makar. P.E., M.S. Product Control Section Supervisor NOA, No�r 20-0,630-15 NOA No� 20-0630� IS NOA No,26-063( � IS NOA No� 20-0630.15 MIAMI-DADE COUNTY Expiration Date� 09/1-1/2023 Expiration Date: 09r'l'/20'3 h� ov- fion Daw� 09A 1 -023 Expiration Date. (19VIIJ71023 C. Zzi Approval Wtx% 08120/2020 Approval Dalv: 08/20/2020 Approval Date. 01912111'M20 Approval Date- 08/20121020 ef Page I E" E - 3 Cast -Crete USA, LLC 'Cast-Cre,le IjSA,.LLC NOTICE OF A`-CFF"IANCF,; EVIDENCE SUBNIITTTD N(yrICE OF ACCEPTANCE:_r-r1f N(7 I F[ 'TED 7. EVIDENCE SUBMITTED UINDER PREVIOUS APPRLDVAL # 18-0424-04 i 9. NEW EVIDENCE SUBAl"FrEED A�, DRA NO N G S A. D RAL W I N G B. T R S PS TESTS C. CALCULATIONS U CAUCI LATIONS I NVIne NO-v D_ (A ASSURANCE 1). Q) L Al., 11-Y ASSURANCE -D � Counry Depurintent of Regnilatory and Economic J?esource�l.z (REJ�?,'. ade & ent qfRe�i uk, orcVr v un, 1, 1 M ckER) NIIATERIAL CFRTIF CERTIFIC-HONS 1, ;ec`tle, 21 Alone ,F. 01"HER 2017E(Ation, iSsuV-dby,(7I:eVI_ F. 01" 11 ER 211]1_1hWi1krn, issirec/b C, CrEte t,151'4, Inc%, chtled 71 signed A` sealed bill Craig Parrino, P, E Crete hie, clawd 0& frS�l v��gned & sealeti 1w Craig Parrin- J� F� R. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 19-0130.14 A, D R A Q N C' S 1 CU"lln"lance 1,ellez- 71-w/I the F,'Ort Bel:1cr, c- 1 NW-1 L,11110n_ I�AoVW i'j' f Crete -ic rk"Ied 06"1 1,,'_10. sigrged vralle-,I bi- Cral�g P CU r Prestr"ied Linfel Deesir(A sheel I of > r irreIr/ by Craig Ptirrino, P.E, daledjkhtr�.,Ii 24i ')003 kinO Drenvinv No, LX4612, titled "Cast-(l)-cle 4", 6"(1k, 12" Lintel S'afe Louel Tobles" sheets I nf% 0 CU hro -.1 3 1 --m-red ig Jacirrino-, P, E, da, il ch _1L ' hy., last - 01 �, =F- t�ptzg - C ra J 6 2 > C) revivion clateddime 12, 2014, allsigmed and sealed by Craig Parrim.,), RE, on Janueo:y 22, 20 9, CL B. TESTS C. CALCULATIONS le pie Virtual Re/iew Assist 1,qc as Rev'ew c0alplet 0 tar 'e d an Compliance d ap :3 With r ed the r ed by Debra Anne 7th Editio. D� QUALITYA.SSURANCE Klahr.PX2 I BY1fievni-I)ezek, CavnD) Depor(pnent ofRegulatary anelEronranic Resources (REg), J� None, F. OT 1i E R Cn L ,Irfich� a naine change, �)N&y A. Makar, P. E, WS. lichrix -k Nlaiiar� Px­ Ws - < Product C*ontrolSsecdon Superii;lsor Product Coriff-40 soctionSupurvisor NOA No� 20-0630, IS N()A No. 20-063u,15 Expiration DaW 109/11/2023 VNpirafil-n Daw, Orill 1)'2023 < Approval Date. 018/20/2020 Approval Date� V1812(V-4020 E-4 5 0- SHEET �0. May 27, 2022 PA 1.4 F ------------ F__ II - - _i___T1- H--- I I - - - - - - 11 1, 1, , 1 '' 'L 1 l�'' ' � ' �JL JL 1. 1i L. . . 11 1 1 1 1 1 - 0 0 /.'- - - _'__­_'­­ ­\_1 .- / 1 L ECC> telli Z--. IMU'r IT."070M a 04INSERIPAU, olom";tw- SS_ j;ll - _ - �� 1­ ­-­ ------- -,-"���"--L'�----,-,-,-_-------_ ___ I � lli�!___ � E�I,:,,,, � . . �� - � 44 1� 4+ I� __ = �Uoi mfiffi=l�� UPORT N,O,,, 20-0729.01 DATFP Jill 29� 2M PROIDUCT CATE'Rol "Shwalml PRODUCT 30fibUATAGOR'll(i emm. Peroom EkOfta" LIAJIML� 20 GAIGE GAX VAKIM �lli III STORM PAREL MIAKUFACTURER� Othat Pir.oleadon Products LLO, 4 K 0 S 3i 5i 1 S - viv.,Oollidi I _RURPOSEL QF E�MUATIIW I - Tswo iv $4 P-m4titj r. unWieki R-Wirt ISC-14 ON Wafter A, 7110t, Jil Fill lialyali !D 0 1 POOP- i I-, lino, 151011151 PlOttilliOlill Prisdacts, LLC I Role Chapi r:,No. - tilf-5201-3. Phsill 10 dii the Flarildii Department III SualmIll ond Elvatlailislonal Regulation, Thl,-Pn -t-I,,--:��i�,r--ie�i**A��---�ILI.--,vafo�-:,Onr"qr,crl,&!B,deo�c���ffit,.�dhe.--�-��zw.-�- L I- H � f4 ' . sf-�, 1,,(A �fh ­i. r�l � - - Q . � I ) i . ,.r 3,a - , �j' I- iiiii 1 � � ,,,,,T;�".l _ '20 E sil, -4 rI il , [� is lill I s",,q:Ir",dh'llaW20 Suvvli ilix FIamidIll ORWing OrmUll" it a, lir��vIh'rffiy 0un Iiii mkI N � t�iS vii--insill rrionalad X k. t,i al1j" tf .�'ffan ii talvi6d by the Z�odt? I - � � I 'T'n-hi; Proli E:%l9I4Af0kM Rhf,la'lj� ItIlah be 1111140d 10. ninnil If.-O rci�!V�Oni �1- U04w; of .0 SwMill COI thlbal thin nue, aged Its firri[labi and t��Vi!ir__-n-_ 2,,F-:Vll,D�(;*LtiCE�$V,g��M�LTTED�! 2-1, PR4WqfKYA.LUA,T10N (X)C.UME:N'T'���PI��:ii:�ip,�l�� Drawing Na. 20-176, Ilded -ka GAGE GALVANUED SUIEL STORM PANEL'%, Sheets I thiv 26 & H proaal bill 7irlast:l )fj'C,r!, llil'illinj &n�j .,a�'Iltlad hy %Yahst A Till JI P-E,,, da4e4a 07!2,�V'20210 P-1 dra,wlim lS al rilitivil oarl 2A [Pihl � I a t , I Evaluatua-I Ref-a-L .il ,oj* Ilt , WIllif, a0m��o A r", qk%'�aI,,' "" �­ I � I �, '�J'I`� lff,� ,%L�%4, �, ji�llr , i , ', ,�, ,,,, W. Mil, I"i � �, �A% I P, ".11 ', I . ,. L' "'', ,�� ­_ �_, I I L I'll ­ , , �F � t , I , � H .1 A T r ,7 .,� L L. , L I 4 � , LLD � R i � I I� -, -a * y - - i� � - - W � � 95, - - � � � ;zx�_ - . �, �111____ - ­ _ N�oIL I al � III— _­ . ­ %`� - __ - iilli;--_MU4�_W�ARAKS� � H-M. irina"'Nim 305,, MiAlfti, Flafid"A 13 Pit, - Iii'mic- 0114,3 � �- � pspil Et ti rk�ummj,t,cl � � � - _E=� io-111O 21 - 12., INST RE PORTS: e . � - T ; - M ii e r4n * = �v,i,,, if,l�,Iigu* !oal teos oisn�i I,�Sr_ ill . PnAoW TA!� ­,e �j�7 �$� � f. 'L 1 i4 I'll il� 201 , 203 as pel, ael:Wo 11 0$,"llill 01 R"'o FI'v"Ilift, Btal l bintil'i l,,Lirali,lrt if =P, I'A li , �T - - 3MR T70' 1,13 202 PVOIIOCAI'� l'- � Ar�, IN% jKi�,q;��,�Im4l ay iil,rrill�s-ne t_nDm­P:I- _- � r - ___ I 1 VW-U - Twlit�=il Irlic ,�314r�,'�451ro,!S,Il�46�!515'11�riar.e��l;�������,,�r"!���l�",*��?6,9�!:�l��-�l�!,�7,T)tlok�,��QC[���F�- - - � I - T'I �jn -­LNIj eilr�"%j�'t_��`41-R I �hr"IIN' �ili.Ljrf�[_I'4 nTt-' < _�� '� [ " C� "' .'� hi`�'_riIe I I -L - - � L r � J� I oc!lm � Vi - --- - ­ � - - = I Fwwkli� - �� W Fiii W= �_ - ��.. 1 I Z_i � � L , �� _�L� ­ � � - D�- il" i­�� g 1 � � - � - r r � � -_� � � � - � - - - � - , - E- - - � �­ ____ - � ­ �-�- �- --- - - - - � � �_ �­ - __ � . r aI �­ j4l�­j � =1 �7 I- - __ � - ­� . ­' � __ , ' �� _� � �-� I - "r P �_ - - � ' ,�`, IL r ''r" t� ,k, C - . -1 - � - - - - ___ - � - �_ - - r --i �W. - - - Ili � �_ - - - - � �5� __ - ;�,�� r � f�LAd - � a=Ij��u n �= � Z - - __ � __ = - �Q --- - _'. - - - - P - , � Ind WAMI _-I� � T; - I - - ansst L ii MMilit Nll�,� "_ - V � 1: 4 _ M& � I ,� J � i I B J� i"z, i,1,1�jf0l,�,cL f�w�­ cjalll�cl,;�[ hititinvi, � 2 W, , vVII anc 3Aalo, �,,y F=­-� E�-­ C�' - __ &TO ­­ �__ - iF_j_ - - lll�nikjll� � IlSERRIU�CAIILCULA-0 3-� - _�� � mWiliV Ill " �,_M - - - - __ SO - - � iizn"eli - - iz-- __ - - � - - � L _j __ � - anin � �Iil � � -_ _ �_ __ � � ,,, r - - ___ ____ � � - - - , T L ' L i wind kiad, as Vveii sa rns.-TwInr ,,4fll7,,,!r 4pavli dll$Q-$s;ln qiii�il$lj ll),�Iltj 411fl'o �Ijl Iol basell on ir,al,onal! Il rxqrq��wxjivs� �yl,�Illyjjjl,S, jllll� II, 111I i Ill' lkI I'll C l "III13,11 I M-el 1619MI F1,00da Sw4dirlij C,'.od.o Cal�..ivk�,Iiejgl�- nr%lsl''�,�,� kiiii 111incl) II14 , - ­�n-__- __ - - - __ - � � Ili" _'Qqri� 4"14 0I ;I U��i,WWJ�IL 7,ll�il, Jr., P, E ��__ - ____ ___ - _ __ _a - - 3- MISS P PA" RESUSTA - ELIM GT ___Hi;Li � __ - L - -a � - - I - - ___ - - � ­ � � - � -ii- i�,Iri4 2-,I"�LlrliI,�,, �,L,ni�Io II'l. �lil4T - - - �� ��­ nen � = - tu - ii��' u __ __ __ S L �M TA,5 20 t Pnj*,oCor1 A I -I, WINED:l RESWANI �_ --------- J 20 G,aan Cia,v.,i st eq Sio�rinL PaI hall�, hililq'ir, �,w&l I!l,l Ull litiM INI I I r�,I� �rgl my I �! -Ip �ii; Maoililli ;;w� WaII �� -1 1 9- ­ 0 I 1, - - � � sil In- - :T,",0J;�'=""f$1_ 0 . . � ' _4"� �M' bldl 1: B L "O,� 1 ��4�', ,11 � - iY4 � - - % �� - � __ - _- � - - - - - ­ - - , - , � �� � ___ � �jr Lill �ruu= a�IoIu,�_f -- - 0 ,, dlrami,il 64o� F r F .. 11 � __ ,4 ,_ r I M� Doi!n�r�fnen Yff , e 1 20-176 hbix4nl i�,T�]<;:lil,��I, Spae� I ,I__q glij,Tff br_;;j,g j,fj,<bA:44i,,1d cm l,lhc!11l11ImI 11`1'1)� I Cl: 11 I � � ,, � � - _- , - � _- I�_ � �� - - - - --rol -_` oi r � ii Tll il� 4_�d� i l ... Ill`�'�)Lt �i7`,E' [' 1 a 7 S - ti , - I J. C . � � �� - 2 n I,7� xii ; �. � � �r � 49V __' a Ia. , rX -) 1 11 �,_. -f; ) I, 6--mvi ii 20�i-rs 5, 1NOTALLATIOV 1�, &[ainilk,orl. sKaU Ere ver�*�rl �'Iw.11y w '""Ooli'danc,�,"ibn dqlovlll� ir­­! - - 7- � M0 ��_ ShIlm i �:hru ` � I 0 tKrlix 2(I,I� 23, .14 and 21J of ' ;*i of P�,xlucf Evmwmon Ourionew I' �L ' bi�,narr , ,=�, C�_ I ,� .iU 2a_!7e, liiifj.�llrn itr e-p-all to cla�_,­', Phqi� w-, ss - - ­ � - 4r L L �� - I � ­ __ - �_ - F. w if� 0 - -- E-ton, t! , � 4 A te - - 11 _, �, ! r ' �_ �_ �r _r ­ Z& v 4� Af �l ��, 0,u4tair6a- bucul I ll',, Il b I j - _ �, d;sr.Vebjq I 2o­1 !6, - R�_, %12! - - ----- III-- � ­iv-;�, i - I - IN. 0 - , k 11 � _­_ 4l;", , ', ­�� �;.,_- - V _% __ � - ­,o - .-T. -- , Ua `;", � IS , ,_,� � . _� � .; Ii 4 .­� I , L . �IJ if �� " II , 'i 4 I! 5, ,,, - t I � __ �!,�r .,l, "Irlo, j. * � a Z I Z� a 1, - I �-. ��i ir _ if, l� �': -L = � � , . Tr ,Q� I - - - - � �r ,, - -, - j;zio _* I , ,� r I r ., I " ,,- "4r \_ - - - , , �! �,,4 -, �/ I- , v. _� , �_ ` I - I � r L_­1 -_ �_ I � I- . . � ­14FRAL jis-M � -, ' c..,.-- -A* .W 4W�%saw=,j:m=_Ax",Iews* p � "I � " t i �,,Il: :11,, I i�,,g� 4:d�ii ,illl:, iiii r ,'� :,i. ,�, 11� 1,11,l: ,, :1, :1 � HE, � I, �� 4oi:l,l:: 1�11�,11111�I: I i ,,,, ,, :11, I ,j , I-- I "I lAg i � 1:0 A; , V': I !1'', p;�'Ii 11:,, i, �Q Il, ,� � 11� - I , - i, I I I !r­ ­­ , I i4:441 0-VI Ic_�, 4_04 110t. "%I 0AU'll '�C;I,nf�,� -� � ir � ­ lilm�-_ �[ I ­­1 ��- ,_,*�,'­ 4, . - _ . kl'#,�e I= !"Ij "' g' IIII!,11-C�F.: t� �ll , , � � I � I I " I ., r% - .I :I4��&�,j , � �q" ,��,; ;­ i�'­,-,ii Y - "i","',�, iy,,��l5ue � - � _- i I r 11 - I : : i % Qn�n� TW,,,�.l . ... ij '&::rIj , �,,�� 0� , - - I! l,,�Ii 14"W" ,!:,Ql� , Al� ilk W�,�Il,k,,_`! I 11� t?�'O� - _,, " - - -­ LL��, , ,I I ­� ­ � � I '. �,I: . ,'I W� - A�l �.�,I: , "'ra": ,, t"V­1� , 11 4 ' I I!�­ I � 1:' � I ;::� �� - ._L I��"J', � - � _�I', t, ­­� t!,. �- �� n��--_ �� �� ­­� - .1 ill I, I,1 1: ­� � - � . t�i� ­­ - - � �r - ­­ - ­ _­5 ��­ ­j � . �­ - - �_. L I .... .. �,l� ,l I T� ill, 1 "I'll, I i,:: r I , �1 L � ­� ,: 1: , ��, ��10­r' ",r '­ I 'I'" "' - - :"­' I' ' � 'r ­ �L­�T� A , � ��,�,ii 1I ,,"11," � - : - ii�- � __ - I i-lir 1,1.�Iil.��.. li,�_.. V - �, , , a- � �­r I ��­_ � S�­ � ­_ - . "I � � I I � 11 K ill.'L � - - ,� , r, -1 I . t�il i'':: ,,I:;, jj,.l�:�L:., i,, ;: , Ir,ll,- i: � ri, , , , , iii� I , I ,, I `� " 4 61 �v,,, , I - ::I i I - � - ­� - - - ­E - � - - r ­ �, I_ ­l >,Il.: ilc�ll�l �� a:- ­ ­­ --- ­�­,, ­ ­­ � ­­ - _�I,hl ,,, 41 1 ` , " - �_ 1­., , 'I Nl,`­:Ai "O, 1,0': III Ill, I ii, I � L � l I I :1 ,I,��'t_ : W­_ W ­.�,Ijlj� i­;� , L,:,, 1, I. I jl,� �:: , . � �� , _ , � fl� - � - � , - � - � ,�!,j­,fl r I 4�Ijl F ,j �Ir " I �ZF� I h l 'a 114, ,j _* - ,1� �4 �1'�­ - , - ,--,L " - - - - , - - S �� i ,;:" -�- . - �_ - � - ­ . -1, "'i" ., � 1 �� I'I,�� l­ % I F-i ��j - � - ��' - ­ A I : . r 1, 7 _1.7V,r� `­�k `I��' ��Iit 'I '.:`�' -" LL� � � i"r ­­g�� 4L 01�: ;� ., �r,­ff� � iii � ­ " - �: � . ��E ; e . � % � � � �� � , ,�!�, �� ? 11 - � ,,, � � , �;vft� - r �� .n � ': �, I L If �it,li�il�K � '. - - , I_ � ­i ', i -_ " I' �",� - I �: � , �',F'I' .a �� ji I,� " , 'I ,<I" "'"' �,�;�, ,� I " � :I - �� _1­1 a - -_ - - - � , I_ Z . �: �� I � - - � � � , � � , � , � :� t � - 'i - ,� !� 0 4 i � -, , 11,1� iT , ,A i�. ,4 I I I ii - __ � L�� I � � g­ 1 � I �T_T A 1 � _� 'k � L-7 � i - �� � L I 1 � � �__ � I - ­ � - �� , :E �� �4�1 " L, , �7i I 111L�q "'It! I - ' - �i`� i �' -' �'__­ ­_ I - - `�, 1 I 1 �,!,` � : �,�`� , , i 11 ,111, 111�1, kI1A*Fiikd 1 it, ,% f �-4, � � - ' �!__ :: ,I� M �!,I S - ,,i -,,, " II ", ,- I '� - , 11 ill" �, ,I �ii �, 11 or I: I� 111i, Alllk� ;kliq H L, I1,1 I, 1, 1! I 1: .,, ,, � I I l , , � .I-', I 11 I ii V�:IIIl�ll I I � I'll i I i I ,:"I r r- . . �Ili , i� ,��� , : . _, �� ��� II r 1�� �,lljj� iiii 1.1�:­. j fi� "I ii, I � :, jrK� 1 "I I ,d 1, "', il. 1, ­� � 7 �I _' ' - - _- i , .I . " ( i '1� I ` ''I'l."A.",11,1� 11 :11h, 'A 11k; � , I ; 11 111, :I !� �� �l : �, r I i'i F­ , _F ,r ,; _�­ ir,;Kl,;� 11"i ': " " "O , I. - , - - - � __ __ , I .:i:�� I . ��; I 11 I: �,kl, 1� 1: .� � A6, i�'L.� I � I:� , 1, I": I, ` L�6 tl, 110:111,�,k:i ': '>'il Ab:4 L� I I I I I, I "I': I IAI I 1�:! I'll I`:� :L l P 1!i " Ill: I '! , I i I r�l � A 'l, ill P I !'I I% I V` -I 11 I!, III pli,�'� , "' _­ il � , 1:Ii, � '. " - 11 ,, , � !�� �­� �_�_­ '11i ." j-, " 0 I r Lil ­: , !I 1 I wi I� : . � 'I , �_ - L ' r " �­' ' ­­ � ih1j:I ' .-I.- Ii)W'M �ll%,�, ;l( V.,.1,rL I�'jliijoiill :'r, I I � " � 114II111h, 11; T im ,N1 I III 11 1, I I ... :111!:di� 1 11U, " :,� ilip, � �� P I L�e­M`44 IZIN� ��P 1-ii, W", �,011! III, I ' ` 1� A i,. 11; 1� I, � � �1: r . �� 1 � � -I, ­­ � , r i., l�L', ,, ., , ,: I: i, . L I ' � ­� � �:': I � - - - �, �:L, I I� - I�4, I "i �l ' ' ' ' I I""i I , " rjI Ill ­'�Q�111,:'Ii I, 111,6 w I ` I 41 i i �� 11 1, :1 IA i''11; 1,i ii, 'III I ,,, 1 1',� - L , ,I ,, - - � '� I ,: ,L � I ­' i IL � I , - � - ' __ I %e - �r � - - --_� � ,,ig- k�;,, �;�. �q�I­I�, ii­�­76­ , P, I: 0: i 1� � �, tAl I , ,III I jul!� �,�,:,111,11, k ,]!I :W 4 h41:10'', 1:, ,<!7� � � ;­­�";.' - - '. 1'.�if�- 'IT .Ik(:lli� -_�_,:�t :�L,I,5 '�,i i 'WI �_­il � i7 " V I � I .�� 1, �lF� � � 'o - _­ , r,� ,: ". ��_r �,� i I �,�; ��­Ill�,i ,,* !,�Ill.11ljliii , l", ,�� � �A T 11 �, � I L �A - ­_ � , I' I Cl 1 ,I, ll l'': � I,l "ll, 111, TiN ill 1: I 1� , 11 1: I I'll �Iq I W I 1:111 ��: �'': "i , 'r 'L ��" lil!"I " 'i �� T ,1: ,I 1!!, I i I 1, �:�' � - � � �� I -1 ,q 'V'U%�­ ., r- - ,I,,�, ,Ii I, ­,' _,:� ,,"o1j'I'lli, ��, ,, r,,,,, I 11' LILI,�,, �iij, I,,,r L,li, ,l I , , ,I, ]Ill , , ,�.,, 2�!All­� I I !!I� �� Vi,t I I. I '� !I � ­­- - %�,, il� ViII ­ ­ ­ � - ' � p r � � �� - . � " ­' � ft ' 111 i'�Iij: 41ii 1 " � ' I � �14 I ": V1 111it I! V I I i 1: ]III � I I � 1 ,�n, r �_ -- - ­i� �% Ill, �,i ,, i I, 11'. '', i,,:,j,ll:jl :,L!l;! L,, ,� 1:1, I':�: � ,, I � , -��T � I I r �__- i� 1 ri � . � _. i �� � F, 1- � i - 11l1i � ,,,,, I,% �, �i � � �ik�� ­;� t �i�� F� � , 1, � ll� �.4�, 1, �,, � I i , Ill �,, , A ,I I - T �i��, ,: 11 "I A T Al, I� i 1� � 11 11 "i � I ,,, � , ,, !, ,, - , �: I I _ *W­, r ­: k�l 4 � I ; " I - � . ,, . i a � 4 , �z �­ - � � - ,!,-In � "Yi ,11 ,­� � ­�!Ll, � ", ,�ro �Il, ,41 � - VC T 41,,j1I:Iii: p 11I, I, 111,11,I :'1l1l,q,1 '11� ­ � � � � _IQI I _r­� T .7 � �,L I :1, I �f 5ITI �W._� _­ �1'1 1- _,­ r," - I � � IV �I . IL , ,; I, � - I I il�� ­� � 1I:'':l%4 1, " � �L�� � i�� I I + �L 11 , ,,, ,, ', - � � � � , � , _ , , 'l, ,,,, ­., �', ,�', I � I, � _ , ", �, , , � _� � � � . i 11�1 .... I :: : I r, ., I' ,,, " - � , !�, ',� N1111 �, i 11,1,1112I�,4,�' ��i 'Aill''j, , I �,,11'1��: 'i :I 111, I Ii �1111 :111, l jl,�� "I ", ,I I ­ 1 ' I' � ;L , I I � r ­ � IP 1 _r 1, , , i:i I N� - �.ii �, �6­ � , , 111, I , " 11 41 ,� ill 11 �� 1� I ! ii � , " ,,, 11 I I A, ,I 111''I, � 1 1, iiii I ... !ii I �� Ill I 11 T 0 11, :1 ,i I'll :' I I I�I:�, ­ I �:!i I , � I , ,:�,� !, k "? � � I hr � INII 1, P 1: ,!: ,I[ � - 16,111i i�:: ll,� I'll . .... .. 1 M1:1,11,11 li� ql! 1111 '10! 1 1, !I 11, I 11� � -:,,11 - I : I I I P � I. , 1­ Ill :1 1111lip I 1, � I rt, 1­ � ­�, , �� , ', 1, i, ­' ,Idl,�I,: 9 ­, ,':!I1ii:' ­ :��`:!�, 111111::":11`11­� 1-1: -11 - � i I ,1 - - - - � - � '. ,L:,�::, , 1, . - - - - - , i A� '­Y� r� "' `�L 'a �­' � �� ­ - �li� 'Zi �r � - - : , � r =--- � - � - � -r 1 I P , ,I 5 , � �­ � I7, ql, , :: 11 I , 1, IF', � - �_ - T � $ :� �,l ��-�� 1`�" �' ',1, 7 4 � �__ �'� I�A _' - r �*,,,4�, " _'�� �I4­­j �' , - -- j," ,�,, I �_:_ �i �i : H - - I , I � 41', C � I id i, :: ii, iii �-,c,,� ,,� ''I".11ii .11--q , 'Ili, ii I ,,, 11 �� , ��10 I wii; I I li !I: � � �� �: : - - � N I , � - � � - �� li� A - 1 ��­W,­` '­­ ­­ T-1 , , , r - - - - - - __ - - - __ - �_ - - - ­ - �, � - - � , . - - ­ -_ -_ , 11-P ,, 5 1 1 1� - - - ­1 � - -.- � � .- I - - � � - I � - __ - - , - - �. � �_ - �� _ � � �, -n r �L � - � f I - - � � � � ­ - �!e I,, ­::,�'� i ,­ r. _ - _ g _ r � - �� � T � q , , , -I �- - ;� � - , � �� E�� - ,,V,l � � - �� ��_ � �:� " "­� - I a� :" ill �,:��, "' Ll,ri,��j1111111 'Ill 11, - I 1:� I, - 4 7i'� � � ,': xil,­" � ­. �Fr Nr--_�,t � 'i W 4`,', �=4 �-,Il , � l:!!:r 0 � - - - - _ F ,: I !I I 1� 11� - I �­ 4 !I El, --- r - r __ - __ - -- , , ­.- ­ ___ - � �5�_ __ - �� ji -- �� nZ -_ ,,, i --' , � � " 1 - jili� "I'llill, -� - � � - - I - , .,� _', I " 1 j I " ,: 1:1 q I - � � r __ - . � � I " ��i -, W , �,,4 J, ".�,.j A. �L,. 'L��#F, ­. ,� ��,:, �i� � - �, � ��, I F , ", �­ 4i, Ili ILF I,.,:J;y - - - ­ - � -_ -_ - � - - - � �,r "I ��,� i �;I:1, �:I,,m, ': �l : :� 'T - � - � - r -% -- - x, - - � � I �_ - - - - , I: .-, w,­ 11, i % � � � ' L ` - � - ­ ­'. - - - - ___ - __ - - - - � _ - - _ - �-_ � ,�:: ,: , I� , l: I ,�, , 'r, I , I , 4,� _ � ­ - - - ____ � ; - i_ � - - --- - - � j Ii :1 ', T, i ­ '1� I" I � 1 - � I - 1? - - � _ F_ � - - - - 1: - - �_ ir 16141, I I r , - ­ � � - r - � . - __ - _ ­ __ - ­ __ - - __ - - - r - - L - - - - ___ � - � � - __ � � 4!12�r F� ��, � 11,1, 1: I" �' I 1: � 'I "I I AL ` i III '�: !'I �; 'r '. .� � ­',, I, I I, � - - ., , ,rp, h ::",I, � � i li,, I - � �� - j�i I i .­�r Il 'ill�,H:I:Ll, I.1i" �,��', , "�5 * ­� I� �, _, � : 4 �'r , �, , L - ­_ . ­­ -1 I __ - �5� 1 . __ - __ __ - , �� - - - -_ - - - I 0 ­�,,, t��,i Q"� I�I,:l , I, _1 ��,,�,,X�,, li�l � . I- ,'4� i ,I4� , � � , I � L �� "IF I - - Ij-1 AQ� -4, ', , ,a:: �', i, �L�U I _ I 11� ,H 'I I I'l, I� I j I ' n7i� , j , r 'I 'T � � �_ _ � , "",� L !�� 1� : i i "I fit , l," 1111 IN "If ,.,W�I A, tiIII !�;:� 41I.All, ", � ­ , 7- � - - -� , � � I � �,� t" �Ig i , 5 T _.rr � Q �'a I �- :!� T:-- ii� � � �� � � � R r _ -_ , _ ._ �_ � _�I", _::: ,� , I I t - - L T �L, r 0 A 1 �',�Ill qj r I , i I 7i � � 4 'H�� - __ � �_ - ­ r - � ­ - ­ - .­ �� I , L:,i I LI " 2 :l �.Il ___ I , �­ � .�- I- � ­ - � - �­_ � 74 j� � �_ �r_ L ­ r, � - �__ � I_ � �L . � F ,�IC � 4 �:, d�,I,,,, � � - i__ F-�:-,--�-I,IL�p,,-,,�F,-,"",-,,:,r�,;��'I � !A.Ildllll,� �'� tl�l liT 4 i � �_ , , I I I r. I, F 11 I :: I I , ,� , �: ���l ! 'Im ,,0,h'Ai% . It inii ,, ,� 1'ill � W,Mlh, U`� , 1 14 - - * 1!a", ­ I I I—_ __ - � � I , I I �. _ � 1� l ,4l, 1, ", , , ,k:I ,, � 4', , �l,: IL, ,11.111 �! 4 , . , � � " I � 11i L�jl, 1,: " 11 A_ i!', 2 S� - l I Il�ll 1, ii ,W :� W L III 1� � I 11, � III :�, I , �1: .� Ii t 1: I � - .1 1 _�i , , "� ,� - - - - I . I - - 2 F F I� - :�� . � .� I - �4r,r � :"L I , . � - - �2�� � - - - �A�t I ��.L�N ��"Ltil,�l.� ,' -, �� _ I � I :I:�,jl,t 2i��, � a r , _� ­Li�, I 'L ����l _'T__`­_` "_­r I i ,�_ -, 'r x , ,­�_._ E _­­­­__ -I _ __L -.1- , �,, I � Ill r � - I I " ri I & 'I 5, � ,,� i� ��xv III 11 � - ,:I li ii , Ag �, cmd, I? 4 I �l 6 __ 0� � �' r ­ :,:I: I r. � _� � I ' ' � � F, I— , _ I ,V ,,,:,' I , "11" " 1,�, ! iiq �:�,I�,,,,, �j " :��:, I " , 'i , -4wil ���� q, .�� " - - � -, . It - - - ____ � I � I, � � I'll I I � � .1 , � I � � � r I I I -_ �11� I � 1 � M � I ,ILA C il I,� I I I� ill! 01"Al', I'll i IL, 'I � �p � il I: % 4Li - ez�� � � - - F_ - �� � - . � _____ - - - � - Ili �,Ijm I'll'ill! - - � L - I i ;2,--il - '_ _. MIANIVI ?n'_.,A_,!�4:RN ;`9 i�_ -, "i, �oi �� L i, �, , '-: r i 'I r! i ,:: - � L __ � T � � � � � � I " 'r " �%_ ., ­ ��70, "64: L.. � I r 11 I �� r"I � IF; " : � L i `�, I - - illi'll 11 I !11 . .111 1� - � �? - _nl i ,: I& � - - - - - :n1ni i�_ � I � , � - - - , , , 1: I- I ��l I �i I 11'�, - �-_- t A , �IPWiI r-.- -_W 1�!� �Il-,r � ­� _- _- -- �� �� - I _ � - A�_ - �911U� - X7,0 � .W- _1 _ L -_ I - � - - E - I , - � . - � � - V. � L, " I � I:', ., ­ __ - .. I :,I., -1 . ; , �� - �fi&.,-­ 1� � ;, � � :11 11 - - I _�'-�:��:Al �illlil " _­ - - - - �_ � 7 � .9 I , � , - - I � - - - �X-72j� P.:III:011 �, f .P. I I 1` _­� � - � - - - - - � , r - �I_ � � I,I,I�11` ' id' I�HI 445TA"T19N QrEYAnL5..'_'=QR_.REM-AR RAWL%�_;I_k.ilb I "N-T-0 El'y'�:�5T�''ItiA��L.P��Q;L�l'R'EO.�.,C"OO'C�"R::r,IILL� CP �QR­CEILI ETE-OLI)EK STRUQW JR- _�,5 - ­ '' I—— ­ I I lo.,r I .,b,�- 1!,Ilc_­�­ 11111,1,1 ... 5, __ 00 It hOWIA'I � .-,. ­i.,� I , ,� - �__ - % � .� ��ua ,--- . �, - - _o , 0 - . vl�: -,,,,�­,:r il: �,l I t ��L:�, I i ,I � I r Ir I III D I . , - �,� -1 �'L. " - ;, :.� -,- � i i I � V .-­:,r2,, I I ill � 1,11r, latil� I I ll� �11�, �I: ii 111 .V, i , I 1� ,, I! It I I - - � I"! il ,:10, ''ll: :: ill i 11 11 I lI:i11l11�jl1jlPq $jIl�,I!14�lj I L I ."q'i " I �,,,. I I, j � I �� "'' � L , - -_ - - -_ , _=��,�;�17�� -_ � - - � � - �, �_ - - - - - - r r__ - - ­ - L i. i, - . 'r I I - � I I i I ii, -Us "W��Mnyl I I ,, - - , - 'r -_ - -_ I . __ �� � - - - � A ii - i �77�, 1� . 1, ,'�I� I � , i , il " 1 � - �� %3� - - . - �� � : �- , - i� �! I - � - - E -_ - � , , r " I , T 1 I , ,% I I - L � 'A� � �', I i 1i ,��WIC I-Ii -- � - - -, i , � 1 � 1: ,I 1� : k�, I a. R -1 - - - � � I ��­:� , I r - li !I 11 P, __ - �, III; I il� . - II - $ � "'. I " � - - . , - - 1 _u - - IS - - -I - L - - ­­1 � � . � i E �, " ,�; - - . - - � - = - I _._ - - - - - - - . L I � i L 7', ; � A , 1 1, � � . - L � I - ___ - �,, - - ,- - - I , -1 � I - i C41,%�Al` Ill �:!r � "i - 11 r 1 1 '�. I I _� � L __ �r 'I � L I , - I �� 11 I - ,I, .,,z * l E ". � �r . I, - - - . - - � � - 'I - I - - ; I !![ � I - I, __ - , i F � r- I - F L � ,_ a _r � � ­ ­ � - - - - - __ - - f - L I �_ - - � - � 1.�,_�'l ! � ;, ( - ,I Z � 1 C : � �� - , -_ ,, 'I'llh -ii i - � _ �� ,,,,_.,,,.. jr i , ���l , l , ­, , " I I P , lI ) I.: I � - - � - � � - "I L5 � � ___ W - - l i '? �e , __ ��L - - � � - � 1 v - __ - � - __ I - � - . - - - - - - - Ir . , r - - __ 11 �ii 1, - - - r � _, � a - - I � L L - - - - - - __ - - I F � � � it !!= 1� i .� - - __ - I �_ - �­ � r j � � I ,�_ f� L �, I !4 t I � - - - - 1� - I I _­ -_ 1-i - - . - - i I - - - - - - - � L I ,:L �,­1,1 � � a - 11 � ; I I � � - - �' I !� F � - I I � ! - � I 1. . - f I �� � � ; � i - :I � i � � �r I I I i I I W, T z I : ,I, I . � - .: - . - I . - I � i � ,� �� I I � I 'A � � i � jl­� I L - � 11 I - I � 9 I r :,I - I:, � I? � � � - . � - - ,, T � .; � � I I Ji - - I I - - - .,,...I,- � 1, I i _,_� i �� I 11 . I F i I i 51 � i I I � � I;,, 1, � 7_­� - � 1� � - _____1r11_ � � il�., ' rr - t ."Ift "I 1:1, 4 - - � � : . - "I'll - L I � 0 � I �� i I - F 9 i �rrL , '11w,,ri � . - � 'L - ­ . - m -_ - - - 9.K r - - - - - � - r .� = � � iii!aiilliil� , :: � ",,� 4 i I Al I ik - -= ­ � f- � , - - , j Ii4 , � !�� 0 - I __ - I .- �, % 1� - i = I �r, I - I - - - - � = ___ �! 1, 0 In 11I - � - - ___ - - - I ;,:1kIr.t - _. - � - - - __ __ - - - 1 -3- , - ____ __ A I . - - - ___ I � i � - � � r7ji �5 _r I ____ - I -_ I i,T - ___ P i !I I � , I�;��v � � I 1 ­ ![ L i I �, - - __ __ � � - I 1 � 1: ijil ij, Ir � I L ___ - - l - - 7 � � I � -97 � - _____ - - t�3liF� - - � - � 1. ,ti,`,Am, � + - , =�� ­ � = �� - - __ - - - - - I I - F , I ­1 � a �:�i: __ - , I ,, , Ij 0 1 �, I - � ii ­-­­ - __ - �� "I'll " ­ __ 1�, ��a j , . ­L4W - %F�W_ � -_ - � � - - - __ = �_ - - - �_, F ,I !,, V � I I L I. __. , '', I I I I � e ii oe ': Pill- I:i! ,-,I i;l� ii 11,; " I,. K i ! , - �­` -1 ` ,, '. � ::! - -_ - � - W � - - I ll� - . 140 - - :,*,I- 3 - 9" - - - - 7 ­­ - - I - . �- � - - -_ � - r I - ____ - ­ ii�:,j 'CILIKII�11 nf�xl�Wili:Ji� W,� J:U� � ;4Ai I& I � 4 , " I , � �"q!: � . � I 111111l#� kq!'?, "jil''i'11119 ��Imr Vj,V� �� i" 1 i,, I -1 o,:.1W1 -1 .**0 i - - llll.�,Ct'4� �A 41l� ` !I , ". I;i ei� lIa�,i` �­ . I - ,,-I ��­ ___ _____ - - ­ __ - - -_ U I - - n - k=, , F � - - - __ - I� - - Oj%4 � - - M - - - - 4e ,5 r ,� , I I'll �lc I � I r , , I �11, . ­l , ii :� �� I Ill I; ", 1": ,l,, r :, � �1109!1 I ll-,,.�l t, ­ - � � - __ - - Ab", jOwiDIN ,r ­ - - - 0, I— T , �, i = - FES ASP in MR U 9111M - �I�rj I ­ . r � L ,��_ , . Ki-Ii-Elff-WRE11149 ­ � x �_ANILO � . Alar- - - - W% - - - - i1b U�'6, .ti 4 ".1liAll g=,Rr -,.f* S_ ; , 9_4 1.��., 11,$'. 111110'11�lL I �IIIIL - IKAX hlo..;11 " " A"..-.. - I I I � �� � 1$ r �� �. I I x � - An�ek &I - Ii ­1 � r I I I - - � ­­ L � � I � - % ­ � ��iI i _ r I � 2q -I I i , ";I �.r ', � L � 0� , 1 1$�il� M � � A, 1�� � - I � � ��_; � . - ,r , ,:� � I I � 1_­.­­._�� , If I I - i l : : � �14:11 i I_ , :1 It �11 i� l i I :� �1' 0 I 11 I% . : I � 7F, a -72immu.3i ��I,m 1 'r - 2 - , - 0 � II, � - . ,r � � - . I .0 lAN - ir � I I I , ii.L'iii . � �­! P � � -I i, - 0� ,_1 ` � - , Iii, -, 1 _rl , . ft�I.ltl�,. iA�,'Wmit ,�Aps W I 11 I - � jr - riiviww�,V, i I- wvff �� � �iil, I - I 9 I'lllt% LA�Iflhi � , 11'�� I ­1L­..­... � � I; spli, w ,� , � �, � � , 4-0 , tils ,. . I ,, , 4 . " I 11 i - 11-, .1,,,­-P,.="4",2 1.11111--_1 � � � ltpl'jl� JPAIIN!o_ �: ­ I - - - 5 f "" L L ,,� " ' " % �, �,.� V 4, ,". ,; � , �4 ,� ,,, e . - I $ _:_ A- - �__ 3 e'� - '. ___ � - ­- - I " mv, vvx �Hvl YlIm,vtT � , . . - IlIol VOWD _"y,?r,,Ca','. - � �_, 3� - � - � - = __ ____ �; ____ - I � � - - - � ___ - �� r 7 � 7 r 4 . - - - �. j - - - - . � * i 3 - . 7STZ� � Ili - � � I I - - - I N 44:1% 1- � - - � � C4��igw �t r 'I � - T - __ - � - ;� - - - � , 3 - - � � - - - - - - - 1 -� it T&I P r , I� , � � � - 4__ _L��__ S#�1'1�.._._ - Ev - - - - � --- k .. -- -- - ­ ­ , , r, - � - - . -1 I - li", T ­_ ' 1 4: __ __ !, I I I ­ I r � - - I I P�A IsLOUL latoric"Inmit Isenatects, I.1--,�. :: ",',,'I'll, ��� I K29"Eta R��MBi� 1 � 7 ii , , I; ,� , III "I �k%l _-:,1 1_ .�,I L , � � i r- I I .1 'O.Ii , * _ - . IIIIIIIII7�iP 1 I Irl, _,� � WK �', 4I 1, 2-VI ' 'r �r � I _� � - __ - � ­15r ill � . ;;X­ - __ - 7- I ` - - .I. -;,;; .�iqlliiiI � ­� , __IL I-Il. iv, � �__ __ � 'r � I � W�W� %] -I k­_.,�i,L .1i �il­ - � ­­ 7­ � - 11 ,- i�*, .,� - ". I!ii�, ., ._­ ..___ `­!, --��''-,n�-�,_-,�-""-=��-�,.,�-'� ,I- . WeipulcrEV.&LIll�k , .4�, , M �11 JI'll RUQK<J- .,--O, Ma;&W 15,. MATERIAL CHARACTERISTICS AND, SPECIFICATIONS: $N* of" suefly in V'Wridan"O'Al Gener-al iNcles arlo t��,�!!��i�,ii!,iip������i��i��m-lit�qs,:I�i�id�c,.itle,d I $hvlal !,, ! and 22 (,If 26, oaf Ptoducl Evotusil,on Q,nCj2M4�-i-1 �'�� K D ir, drawhng �dit�2n,-,t7$,An��!��,i�lr�i,��opy,,u:,fi",.A,-An-zshwlt�&,�Na:L��-�--�_-,���rT,,,-,Z�.-� I "' - i-I 0� -- - F ,, I it�r 2, ii �.tie,f-��ProdutiF�,�ri44�-tr�,�'Ei�n�-,v:�nt�w�ip,Et)-i.�draWitigNn,zZ-1�Ti�i 7. LIM fTAT`1;QNS6,r'jll CONDITIONS OF, USE,; - " _� � �, ��­�'t-iw�il �Ln.�.�L,,�,���,rPRM�K;��','�tthGef--ef.)�N,Gtk.bN-0�� 11,1a Wev-14:, l,­�'li cm snato I oll lal x9vac!'ll �,It,Oerllln'al Nil 9 I IrIM 4 a" I t T'?�,,v_ IR, ­j,r�­­ I � z I� - o" IdiagIf 21 :Iltal I PIcOul'.1 F wt0uaI Dc I fp � n'l. drAWIN b(a. 20-i 7 6 , . - - �"JlVxoi Jk __ E p,repm,ld I-V Tllftovo, �fx. arld la�rprlw lew uSES M IIS-al 'Mr - � � - - - - ,j � �li, f _2% - �, C - vi� HIGH VE 6CITV HURRIC`AW 70,vE�`� a,; - 5�,__, fn" �-I f4:�2� I_- i j , 2 W � I I �­ - 00finxi, i -0-0 KT_ f� � 'I - ----I n�n - Al E -( �- I T4,5EW_`US AIW 7,"��"it)d�u'l,shr��itic�fli�i, 0_ � - - � , 41, I I I10I W ll Iod fir", 0 pvvl I"ortAunii �x L', vse mll�- a�. I w�_ := niz - - � Uljuzuiw� D_ - - c __ �_­ n�-jf_ �L� - _- I ____ - _ & i P " 01 - fte ___ - �__�Aaai Rap _t I Tnia&Iaid `-�Iv 'Nalifti, A TiIlil Ji_ P E (P I T ­ � a- � � _ - ­ L. m4t p�f:��- - � - 7�0-. - , , - - ,i � :i� �-._ ,­ � - �-_ f��.- TU - I I � Tr - - __ nacw - I - I E _- �­ . V E "'51"i S�., � vI �j I f , " ��', p`,',,,� , -I , , , I r,- � �� �1� 4� V',A' , � , " , , �' " 5� ,,,, S � , �, i.,:, F & C � - ,� .1 ��,r - 4i % - - I - I � � % - - � - __ - I - �� r ,�F� - _�Z�­,,7­ .. - , _- - - 4 1 � � n7 11� =1 T * � * 11 * i - � . 11 �� -� - � .Lr - - - - _:�- - - � 3_� � , � 9 5_ � zf��% �� , _,. �r S' I , � - � 1-1: � - � - - ­ --I- 1% �- - - ­. - - - --- , ­'-I� 41 * - , i 5 '. ! �, � ,�'­ , I , 3L , %�4', . � , - � - , ,, , � - . I ­ I 4 �is j: -,� I 4- , - __ I 11 � 1: - .. � i'l "Isi G ! � � , - j i� l= - - - � -, I.7; I-n­ - llV1llT1L�, �1[ � JI,: �IF�I'Ln ,xr , (� � ,,W.`�P4 ,kr, " 'VO4 � F, E ,?,;'."- - � z� _- - - 1� __ � ­ r_ L, I � � � , , =. � ta _ _� . __ - . _ (PVOIIOitl�-�� _LL'I`,Jft&`PANRl ffl�_-_­ ­ �, � __ - � ._­ - a---LL = � . - . -. , 'i'" "'I" '7 '__`� - - :::"! �Et�'W, o?"""O"i, - "e� ­­111­­�_s `.__..­­_­_­.._ Iftli.rf''I'VITINIQ ir. eNGINVICRINO C101TAPANY . 11 I ­­­­.1.111 ­1 I I�11`: '11 I r'!I � R "': l 'III � � � 69-5 �'[ (�,L�(T ... P, _% I. III ill!" _-4--is" ,2L _V '� L - � - - - - L ,�Yj & f�,RM . _J, _ Z r ­­ - I Ir ­�M fJIL 04l RfiPOP zi 02 D=Ill I July 2 7, 2021 � FROSUC T CATtGORY Srimem PRODUCT SUB-CATESORY SDw--. Plv,s,ll­S PRODE21111, 1i "ME � 24� ful,l 1I;.A&.VANtZEV STEEL STISIRUM 11-1.11NI MAKUFAC�Rfkr lr,kiihol 111Y61"Llian Fr,WqI LIC � r ii, = 11811)0 `2� �� 1, �, &row Coai,Ao, Fkl-�,F,an �WiA 1- PMJs05E�OCEVA_LUA71QN!., r-- - � �_ __. � 5 M �­ i=1xi W t�r V_�-� �� - V �,M �_- - � - � I � Q�T, - III Jyy Welfri & Tlft,ft, Ji P.S. (Systl 110 a �9,06) lo to v Oilob ai Prial-l.b on Pf odlilil LLC Rule Chapter till � -1 a - i I V,thod I D all the Florida Deparimall of Eivollness ill ProftsSiCil Regulation Tli� t nianaac-1 -- Ealing � ,�,,n an ;�ia I,PII� I�. I_I be k _ rl � f& i7n� _ r . _ _ � 7 - _, i C� bell � �__ - I �� ,� , 'r. r .i,�I.­ I � al- T__ - ­ � . �� - , � - , i nsanvllniniI�ilnrinD Ii iM a""t"lirro'l (Alth 9 licr IWO ��j, U%lcrrll�l Erdi;lor ni '11"i Oonda U.u:441i Coda, Aind ;v woly, UNWha pncIauut �s foT ale Purpill iflWni r III Inam-, o"ll4lilinnEi M itpt reql by VIT.,� l;iv� I nfs� ProdwiA Evahl Ril Wnuvble SuMa,r* S, il '� " ja ' � '. � k�JII j_ , lll�,nl 't ' Ca$tj _y - i�l in 0. ,, Flinnarli, C..S. _ . ­ � .41 4 � F- _V xr_r , �ft � 1 . laragi 1hat MW aff"I I �,� krdt Iiii is �I� I L 4 j�,, g F' I r ,!� Z, MUNCE %AWITUY. 2�L`j FIRNO Y 17MLUATIO-4 DOCUMEW WiLn,11 I Dinlalmgtio..ZQ�ITS�MW 24 6AWE SAL VANIZED S'TEEL 8 T'OR W PANEU ,il,�,�Ii,li , +� 11', nif ilin rlr�j T"tfe"'. � . I - ,,� --y Inc- siqmd and wi � � � - ' - � _isi , P�= � - n, �� - __ - L - - n- I 2-�n E�� ­Wpi�­*.l � - rg,�,­ -- ;:i E� ��Wlim ji - l-W - , - - � livini 0"awing ��an Is ,,ol -mimi,q - l­,y I- I "" � �I,Zt li, e is �� � "' ` i: 1� I1 Fwpwll. - _;i ' - I � I - ­ - � L'� " ejI]jn�"_ T" � , j_ . q , . - �f ,, ,,,r III �,� ,�, - � � I - "I IiI�,, , ill - I N� ., , i, -­ A - __ - j i'llil, �� ,j I h� � ��, - � - pliffli sL * - -__ � 1 u � 7X7 i,-r 0�l ,.'rI - - - - �_ 42A: �� ,,­,n% - ­i� - � - , - � r ,I, , ,I -4 � �Lv -, - - ­ -r 1 I al� ,, - -P, �� �� - ��_ 5 H � " I, - h 1 i�,_ r ' �' ­ ,3 , .7 - . r r�� 7 II 4f- � E � f4li 130 �­�- - 11 SIORM! RAH; LS c,om�P-Q-NE"T$,.fQB.,..,;-�t,�r���iii'Ll�,6����� *,_I.110'�,(111'11 151AIFT, r! ... 11, 4 , E - - I r I ':I I I I I � � I I L � �, I 41 , l , I I 'L� r: T 11 � I , 1, I , v L11 � 01 , � I �, * �� Wl" ". l � - 11, 1, 1, - _­ . ' ­ , t, ­ � ,t�4, 'I - - I :,,� �, 11 , "I 1� � "".) , , I 1; U If, �. ,,,,,I -. I II0 , $.'��,,, � i " - - � z � - ­­ _� � � __ - 11 I I I I - � , � Ii. lt,W I'- 1111111-- _� , I, , , I 1� , " , �­ ­� ... �, I __ I - - �, . i lL �� U ', Ir I , - 1, I "" I'M'' I01 �­ ,,, ! '', I x ��,,,�� ... r ill, I � I'll . 4 - I I ill"I'lil . 11 0 I 41 '' , 0"It � -,r - " � I 111''I'I ., -, ,/ " ,, ,1,1 ......... 1W �., lii � � i 1, I � 41 , �Ik� -I. �. - 1,1II, . ", L � I - zll e � ,ji, ,',,.It� �h, ,L,�� '', , 'r - - ' �� 1, : � j, 1 ,I �� �: , if�, I �; __ � - -61 , ­ r - � - IL - __ - __ � � IV# � `�, �11, � ;I Ill , I, S6 .-�w - �'', I I L I Ill 1''i � I q: lmiflr�: 3 ��l 1 1� ON: : � I - � 1:f�­ ,4: I, _� L 140*4 0, ' , ,4 � � I 1i % � " � III, . , � � , � _ ! , , 1: I'l , � � ,1�1 I I� � " , � 1, ,, , I I— ­­ - I �1 - .. - I � I U!I�ll � I I ,I ,I I" .t V I c1l: Uld, I ": , � " " I_- ..- �, "' I I � I � � ,,� I� - � I - I III ll,: , - 1:, j, tjr , al jE,, IEL rh " DR , � :,P � L "i 'I i I , , I I , 111. ,�::, .1 I , 0� U01-Mmi-AIKE :�� �, 1 _ L L � 1', . ­ , " I .­*_1:1 �'k�i , - _­ ­ - - - � I "� I IIIV 1� I ­ , ,i I � � - I:ii:� ,,:� 1: � � I ,_ ,r,,,- 4 �� - IL . h. I li, �W­ 11 - � � ]", i .., . L I - 11 �, I!, �LAL � �_ - ,� ! ,,, r :�� ­,,I� I r , , - - - - ,,,� I a � L . , , � ­ L,, I", �1� ,:� " _W, � ,..II, -, � ,-�, - i, 1 I ,-, ,�ir R __1 ,; ­'10 1� I , � I - __ - � I I 1, �_ I - I vVl, I,1,1 I 1 . I - ,� -1 , r I [ _ - - _� "", 1� ! I v,,, � � � I � I 11 I�.'9, - . - L �,, ,-,e - I I - � - II , 1,11, I r I— � � - - __ �,� -!,:,:� 2113, I l $ 1 ____ - - - I I : __ --- - - __ - � L � I � I _,_Ke.-� I__: I - ­­- - ,,i fSOIBET _-t Sle - - EZU;.� L, , 'r-, �I' , I I � � - ___ - ,I - - - - - - Li A,, 1 I 11 �� - � � �__ - " j�:, � I -_ , _-, I ­ :III,! � Ill I��'! l III ��t 11 NT, i _r��_ N IpF, , �Iwg Ir � % �� __ � -- ---- � - �: r � __ i - L 2:, , K_ �, �� LA`k" __ F "I - : t -­ ill -0 IC74P � SE"i I �­ 7K_ - ­­­ � - I _51ill xi � , - ,::4 t5i ARQU.-M --- � - ROI SM10 - - - - - - - - - - - __ - - - � �t W�f l!-a1V&kQ".,W MLEL �IiTQAW III i " I r .1, , I � � '­ I .-.1 I ­ I ___ ______ - __ __ C 1. - � ­ - -.- �� �­.d oh -A - ! - - ` - AUEC� � - GLOBAL PROrtu-WIN �MNU%�l � i-C, TIN; . II �­ I *�11 I _­ IL I i lI: ;:,Jej,�,j��i�,�,r,:,,:� ... �_l 1 � �Il' �Ijj I 11,1"ill, , 1 ,.-I �I� 1101 1 ---, �� , � "III 11 ... 1111� - �Lll­ I.11111i'll "' 111�­ i ��111'10 �11�:�, ­­1 I'll "I"", "'P, j , � ,�'­, "I',": 11�1 ''i ,,, rj,�jij II�, I:L � - __ ��­­��­�_! ­ - ­ - - _� 1,11 '':l , $ I - -,. ,, _.. _­ � - ' , ,,, ,,, "' , ,:, ,,I ,,, ,:I , ��: �il V� � 1­ ­_ I-- � r I " � I �- ­ __ � ___ __ , __ - - __ - _�­�_­­_­..Ifiq 1�­ ,, -- . 11WALATI-0,14--Q-0J, J�6:' FOR REGJLjbRT J,ii'El 4� J,Ail � ; -()N �q � M lwl� � I T - � am � W �A�. &S f tl;�;o S, I - - P=_ ,�! I f-M- - - , � X-oi I; L - la r � - Q,�' R -Iji 1 t� ',� IS - -,��&NnS ­NHRF!) En-t!'CR UE 0 Il I _` - - � I P_ r- - . pr � 4 P� ft�t�K�! S'., li�� ii­�" -( ',, , , �xx OR M 0:1t 11Y, 9L _ .�.l le ,� II, j: , , . ­ - - , , - -- - �,���� '�' Rii� - _� �� - - I"! ,,,, - - � -r%n ZO% a a - '�_j' :Z'rr=TV AR - L_ I � . I& A � �- YAU W P 709P Poe =4 ��,p L � - _� - - - - -- � � :­1 �� 2�j A L � E __ � - , � - - - 11, I r ��, 'i I ?''Ill, I � 9 � ==W I LWIII I ,=E�2 1-0 - -Uda - __ r �jlt I � ,�I � C� � _I_: L T_ � it �: � � I "I L�7__�___ _____ � - � - , �­, I � - - -11 , I I E . . � I !I I � �Ilr' ,�, � . I I � - � � �,'L ­ - �_ L j� - � ­') , .�,! I �1 . Pki 5 1 x i __ . I r ­ I .­_-__- 2 j I 7� __­ ,I � ____ q i � i - r , � r - . �� �rli 1 - . ­ - - - 4 �, I � � I! r- 3F, !:: �FqK­ -_ - ,I � I -IF J!, ,Iilil� 1 ..... hl'. IL I �, - - 1 � � ��, � ", r"I, . .. i ,I: � - iI � - � � �T, : - - __� i- � � - __ -I I I = i 1P L ___ - - " I � I . � i 3 I i ­ L � � I �J� , f __ - I , i L __ F - - r - I I I . � - ,--- ___ _� 1-­­ ' � � i Il :I - , - � � . . - 1PI r - - __ r,- - .- I 1:11ii 11 ,,I � ­ - I I .-. ____ � - � � - -1i - ­_____ I - ­ ­___ __ I I_ I I � ­- - - - � i i i . � Z - I ��, i . . e I = _� - - I � I I I; . I " ­___.L_ - - - - 9 - i '! I i I F I I 11 I � § 1� , - I I i - I I - I ��: , � ;I I I I ... �'n_­­ _-- , �!�!.,,& � - � 'A . r - �__ - - C' kT.'�'A­[e,WjQ W � - - __ - - . �� - - �e I - I - � - - � - __ =1 - __ F - - .".r."', ZllliiiU_j_2'6&j1 - - - I � l", Im I 3 - '5r�­ . k - E - - � - r - ­ - � , II,� :: o - ­ - - - , T - � T - I - .11 ;�Il;,, �_ L �� I 1. ��­'111111 i Ill:, I i i I: rn, I , I q: . - �__ � - - ': � . I - - , F - . - ­ L �� ­ i :1 - - -- - � � - 1 - - � I I , �� E:�! pi� - tf , - - I I ' � L - � il: I � ;gi;l� I - - - � "I � �F­ W - 0 - i.1 - ___ - - - __ � - 5, !,� �1,�,', §, i I � I - I � - - __ : � i� 7 r . ' I 1� ,j, . i - - Sb�: , , - _� � 19914-I-4. ...3 l W � � ­ � � 1, ,4 ­ - 9 . . ,�, ,. L, r ­ �_ 1, � � . - I ��� T I . � I - 5 � I - i . i , __ r 1,; i , I ,­,"i, '', ,,,, � 11, � L - - . I � I i ��i!�� 1`111� 11 7 � � - ; � - � I k i t . � - _� , i L __ - - �� - T � - � - _� - I - � I��- �x - - .- -1 ,'I - I - �___ -I I ", 1; I � __ - - - � . - i � . - --- ­.;­­.L. ­­ �, = = = - - � �,� I , �� e! Ir - - F � r I U I: i I - I�,11�0 INAMI I � - - I � I 1, r i.,,IAqr, - - . � ,;; i 1I,q: :4. . I "L ! ,I III, rr � ,4 11 I �, �,p,r ­1 �Ii, �_ � - __ t"Ill" 1 , � - _==X� r : ,: Ijt , � 0, i T , I i � � � - __ ___ � - :. - - - . �lLa t. � ;,, .1 T P I � li� 11 A, - � __ 9_ - I �r l;-k . .. 4eblmlll) - " ' L, � ' I 1� - - I! _-, 1 1� " ­ ___ 1'�,.��Vl .1 � 1 ___ - t� 1� - - � _:��,: . �,� � - ,� - � i I � � Af , ,_ ii� � - I:L Ji - - - I i�_ �­ L � � �1­1a)l I _.-Ir _-Z'Il - �� � � � - E I ,, V � "'� :I r � i , " ! , � " I';�,I,il " 1 1:I1, � y ' ­ I 'L I � . _ � i - � I �� I X­ l'. � - � ­. -I i - ItK j 1 u: - _Yl� , ���_ �� - J Z __ - - � I � �� - 3 "i = 'r . � � I A- .. � - - - I - - eiiiii ._"�k' �, - i I I � � - - ___ - - - 1,1W 1: 0 I , iii - jaaulia�ala -n-m - , ; i e- E, - I � 0=.'.L "kr­ - - � A _­­ - "111`4 - U=_ 't I tx 11111KPj,b1t,_r JE bg 1 ­ - - - - - - � 9 ��, -, , , - - - . , if 41 _��_�_.;�_._. 71- - t - - - , 1 , Wi I , 'L � .- , , I � III- L . . , Q�l , , - __ . , ,.",I ''INI: r.'" " "1' 1: - Z_ I �14� 1!�L ,: A Ili i"Ifli ,� -- - - ,, 'L, '� - .l . i - � - � - - _ - - --- - - T`�:�:: I:)�, :1 11 I I * ,_­� ,, �� �,­� - i iii- T �, � r'�' 1 �oill_ , - . __ ' L --- ­ - LL KX, �, ,I[ IIAI�A PllN:1,9,1li;f I i I -, � ',;I 1 1 "I I I 11 - I i � L__ �� iI : �� �� - I U ­ � , �� 'r I 01 : C&x-f ff��W, I .q � ­.. I�A � . I " , I ie,� I�I ,�,,,;. y L 2 I � , �� r � - � . � '� ' 'I i ' r - I ;,, � I I� Ili ,I 1I , � I I I , I'�', � , " � , "i ", I,, � ­.11 ­1 ��ji" , � 'i ll, ,�, . I Ir , �ir P �,, I ". � 1. I " 1 ? ix,- ��- - -.- ­­ J ­­1 -- `3�77;77j'�77�'�! ` L� 4� ,,", ,, , rn' � - i , ��j�:�, ,I L I F��X-, � ,,,��, ,r , "I , 111 ip�`I`�'' "II.Ill""I'�,,����,.�.����,�', ,�;�� ",,,, �,, . 01"'V:P . j . I . ..... - I I "'r �­ "I';; A i M�I!��', lll,'A'111� t�i*,pi I i r E I i 'JA Ij S . - A _- � -I '::, ,' F 1_-� 7 :-A", 14 .. .. .. .... � � . ..... . . . .... I . I IWIN, - 'I RL i i I ­ - - $ t I I xy, i ­111"ii - ­ ­ I . � � t I I �, 1,,',s�m, � � .- I�,, - � _ r I . - I �� �T� Y � - CA"ARIE J,rr I .1AN1 r � �'� � � I �', �: , ­r � T � - ��, I - � I I I W , I . �V"% 5 �­�� I t, i I; I - � I I I I . " I ::I UI�1. rj � ­ �_Fl I I � � j, F� � - , , i � ,oil VL17N, A �, � -4, I �,4�,`� �:� � �­ -4 . r � � , _ __ ­ - � .- _T i I " - __ �= - ! r � I il- - ­ , - I " I - i, �, .,/ - I *I-, - �!,N, Ill - 'T ' - - '4 �­� I �, � I il -'s ,7 � �j ' F,:: , I IL Il I�L�, , I ill 11 L -,L,� �,� ", , I I ', , 4 ;? - - - I I A!W � �ll ' , , I ., _ I L '�,�kd_ Z,.�4�11 . , �­' _ _ , 1� 11 _ � , � 1: I Ili ",il'', , . �. � � ��t Ii* .:�001, !a ��el Itil ,_,', -, - _- 1, I: 1) R � I ,, r �� � � , � I ­1 - - 11 � � I"" T� ,� �,� I ­­­11-- ,."" �"`""�,"" "" "" ­".­.""....� 9 i , ,, � I @ I , *i 1111111111111,� . .... . ... . .. ........ .F­_..1�111111111�11� I'll, 1.11-1-11'.. ­_ .111, - A�­__ __._ __ L , r ��U e , �F�,, oi I2 - __ I Lr - �j�t =r - � vil 2�Q.,;hl - - ­11 I - - -, 'I.,": - __ �_� L A I __ _ � �� n- i __ - �F - - � - - 1: - - - , - 'a � 00100 VA . � � � _AL:vA1kI:Ub%ftil X I -I . � I - M_ r ­ U.0EQft. X:l Ii ii,.�I �:,, ' ' X � � ,-I - - � --- - - - __ __ ­ I � I _. . I --­ �_ - I I I Will ,� � I � 11 i iSi�l� Irl - I I � U-11AL PWOTEC1119N PROOUCT5, UC,l ­_ % rr­�I' ` � - N I 7 lL � o .-TI.: _ a Ai JQ!t�i PIQ,4[!� Rall S' 'MrU_k4n�L,8"'M&nr ­ - k �iI��. 1, 1� �, , 5,'r_r -_ If I I I '��,,,Iil% 0 11 i, V, �� I I l 1�, j _1 __ L E C 0 ,.. -I I'r II I irl­' , I ,,,, ... . .. " I .- I � - , - , ­­ �ZQW_Ci_ I WE llw,41it J.EADil .?����rAi��--�I'L�-�-M-M-I.Qzwggg--A�i&L-i��- � �,d �, ,I I� i , I L , "I I , I I � h - , I q .11 1401169� l,',I,��r I , ,,, ,W� -q�_ � - "' ­­ ­ � ­ �-_- " . Z!, �11_li` i I- �� .-I " "I � - ��Illim - 'r ", - ,', , I �,t, "� '*j , ��,�.a��;,I��'"­', , 11 IA I , ,.I,I,� .. . l; *0 ­iI ­.____ _­ I � " , , , ill"11, P , 1� 1, � I ,.,. " , " WAA. , - - �;;Is;;Ilil ,�i F , Ili I , I ,� . � L. i � I -7 - .__ - _ II � Ay, �, % [ �� 1: iiw':,�:, " � I .1 , �!;' q � _ , - "I � - � - I I I '� - � �� l_ ��I! ��,,� 1i � L 1 -Z40", , �,i P.: - �, " � I � �T I � � � . . .1 . - � - U rRIGPLILLINAULAI TAU, 10-il 22 UST RF-FORT5- . LOOR rmMs - III Ilmli load Wlr,L� Iverin porfNwl'A wnai,It 5S,TD 12-00 star�aam al - -- i F - Del iiii-cmin -609, 1-2af thr f��t7�'ll�Li�&!�3CA�;�44,�',�li; CLrOdc. l.kilborm all - s as Del- - klal �= .7-- - _ ff� - niii, A Z, - -All = ___ - - IQ , � ,I'd a tq � Te __ ---. r ;TM E � .130 t+r: �IZF Pr gLI OfnSnT OF I IRS Labor- ES-Sh Fil Repi #,ah4,1.1,U1.,Ij*, asil 0,ftjlljl�14'� Is,filqp ��_ I], I -W I i Wa5 ll� jAe"ll,= naE - __ ' Mid HI)Ivry Ha2virm F` E n1pli likeporl No . - _. __. - B�� t iz Maju-.� F` -F - -11 I U-2 - I � � II i7`3_ do -al ruaryi25 all Q,&PAO � nt! ";4�ee � . � �L_ be I U �1_ ­ - 411 __ - - by ,G Lj­ u4ild ,-a anspean. __ - I � V F%E� and Laial *+Titnat a-Ii ;i - an nultzi ml.l arlia (�Jq,l IiI,n, r - � � ­ Pir I ­- zt --i- ��_ - R_,�, I � a, Ubp jp L7g, r- d pi r , = i �. ,0INIls TAS �� - ­__ innn ., , -0 I __ �� t - 4W net- pe! �tit ____ � .11 U , FlufkIl �,,�vda. Test Aapn nisasnix! ?W Amrrmo �wn­ &M�I ;-, 4- 1 � _ - Unt Iw t ;i - - PeDon Nn I 12T01-10, asi-d illlftivannEWM� `7­19 � � �Ilnl a00 fin j�z-1,� - - - - __ G a ied aw � ZL . ­Eiii � �_, �, r - I "yI,q%,I, ke%,',gr%K,n No ji 'I L al, - by OC_h"Q=Ura��LA� )M_ (�"`� 4 A407i �T l� 2(fC"a:L I a orsio and .,�eaiad by Fmnlk Graw -P E� will; pqr ASTU E-8 gn'! - I, -- Til - _- - - - � ji .,_. . s il - - ­ �� QC ki I File Mal Repon No '0W_ ' -Ni 'Oen Elona" M­ ii - � - � ll� lia- � - 1 ,7 , � M ': I iWal- --vitI %A14�1-�, lt�y,lcil Jacilutano, FIJE as pw,il E� S� 2,1 STRQ�CTNPAL ENG . ANEERIS-N-CALCULAIWIft �`ll, 'I i 9',�,Wi, � _­ - - E + - �,, t ; -, - - -- -7 ff� ,jraij� 'L , , W r � �F �JiifiiUbl � la -a Stana SEE __ � III EnaZffean D Ani ni � � �Nmd ;0W 3s liI -3-4 roaxillif arl EWMW vg� llc*n Wind �0,00 arm pailli ���ni�3�vvt"��4'�"4:���i4r�ntaft,-,��� an.-160m-��-irill�voanoi-ff��E��--�nd'�n�a�z7��---�ar��w�kn - socitior ICL14 qf ,'not Fronds Suffidill Caw C&.C�A_wv,,;aA Ovals- by lifle-, P, ;"? -,W� j I � I Inc , daWs� 1 20 I 51ta and 48127i (f_ khm revil ii� %�ftl a1w I %ewlIld r., 10.,I - - � A "Ri' A�L lb�r" 3-MISSILE IMPACT RESISTANCE' 1 __ ,ISSI T� - � I ur4or wociw 160S�', W S. m Fioroa Otial i � I 1 ��! � �, pact , -a as ir - I- - I�m kba and TA55 201 L ': �P­ � � I - I 4�w Z�-� It IiIAND-0-k 5, RESISTANCE, 24 (;age QiM,vanii Si !�Ifl FAAW has betel vatifil te slIAtl wirAlf - r - - jxe�,_A;m hibolmnillu," pan!IIA WilIP:h sheR tw as indir�pl on .,ne" _`i� O� to, I Ili N' 904 1_7 0 18 Of Ptol E,48�oll Dimilimil ,1P E D ). d-rwedi No. zOl mlxjmum Arwjw sparax ­ - h - .; ii he A& WIJI�lSil i1A SMInt 6, 9, W, 11, 1`4 ,--,I 10 .nd 18 V W IS P..,�Xkwl rvalwallor 0tivf,:lmaa,A (PZ:Ml, drawing No. 20-175- Panel haj,l tes 24 C-age Q* Need 'Rloan #n Veer, i a fiovell Wnly,01airl to W � - All m__ a _0:1� 4�tmlat ,I 4 � S 4" i ��; a __ __ A --am �- rarsw% M , Wainril � - W �� IT � oilm latillpfiiij r T , W_WUtf,U0AUZU1_l Itlaffil3Y% jill ,I 5-INSIAUATIQN, � Installation 24%W1 be De strill in ascotaanno arI cloble's. incii- . - - - �Xen on it _� 9 shoals 3 thm - - 1 2 Swiniii IS Ill - 8 W Still, EvOlLoban Dwimmill ,I` D,� " � crailielingko-2i N-Stnum"oafat��-4n,�,-I��laikmAt,1.4������v�--�i�,4"', a - � � - ­ V I q'if ,I', = IIIII�_ � I - I- _� ln Cacapecin, �---E. �-9 a- ii,a, ii-lo - lia and � -0 of � 8� aX piliad'-dim JE-mIloalk �� C F� El �ID, i,, drKWI No, M1 7's & IV AITERIAL CHARACURISTICS ANDAP-6,II - Shal� "5 skm""Iy in anbismilani ivkh 65-vnwad �114nez and Cumponi tridaiinioc On AM- �! I and Z of 10, of Produe�l Eyalwaftlon Documaot 11P,E �Dj. dralsini No 204 75� AnCji riaecificatlarns -I so as InatE.Ii art sil", I b, 1 8� ar, Fil Iba,tI�r'j E_-_*btjrgli DoOsInern (P Ero'), drawing Ne_ Z'a�175, 7-_LNjTATJQNSANkC9.NPMQNS Of M; - - - -m- bEia_�tljbEj__c1b,tl,� � - shall he atiI 'A ,'L-Lsm1w:ftMo_- enth O­&(HWff Was _a, r - - U� s, Ind o" NPWVI I 40, 4 PE a f J`j n, �,l � x IA Evolurmt-lim Docurli SP-E D-L drawing No- 20-V7e preparI J,'�y Lrj tLISS - - 011 _ - -1 Walle'd Hi Seeled - - VvjW _k TIM, 'J",-, P. E. i 1"IL "M - __ - __ 7 � IOOJL�o anao OW I I � , I , � nate W: li"nin SIGH VE- LI r,t HI-9tFOGANE ZONES Dole ,I � ___ - rl �dgf��r.,r�ii�tK,tim;il:020.2ofth4i�'�ori�d,aL4tgkip�-�,�,C(io � a - �! ! - - Prr-Rx-li, Whal., oIrflyj be �naifakac Ii pill ,,livnicrote., ca,%rate Bkail ww! r I "San Sailba IRIJ-101'as, FfDdLPa EW041041A R, "MIA 0sirknaitold, alt Water a Tek jk� RE- ' - jar __ - - L UN tjoiseas - ­� NO, 441671. Ones of Tflt vm� .19i,md,qcisckx:f�� I, , s,&W%ilFEJIi,I',f.0 I I � - I , �� - .. - �. , I- - ' 4 I I T - � � 1, "i � , I . r _ n* �� le I � � - _ _� ' � � � � 11 - __ - F - . - r 1� , . , z ­ �. ­ ­­7 1 � _ = I, �, ,,, �q,l li ,I V - - I - :- -� I- , *1 � * S ­ I I . ..... . �, ­zm:ll�$ .... ......... .. Z­ ­­ ­__10 __11 III �� �� I ,, � C -Z 1�_ � , � �W� - I AW ' - AM�W" isill - 5 - jL,ilip,�7alaT_2Q_ ­��'L �-4�AZ%a�jpjl & - L� , I , _ "i =0' 61-'R Man Pli � 1XIIII 5 M Ir", W seat 0 :lsvi-JI, �X, cpi , ,V� Zli. - s _W�� - I Dalir--, �& 4F �ilI - - . - __ SSi""_ lk" I -00.1 Il �SEOS,�F,_sz�m " - - 4l� tl� li �5 8 61� � ,� ­ , I I �l � il, � I __ - ii, ` " 'n zi = Iii - - nr% LI T V_ /\ r�,4 - Virtual Review Assist, Inc Plans Review complete . L� for compliance , III Ind approved wit the 2020 FBC 7th Edition bY Debra Anne Klah.r PX2300 N - - ,.!x IlA."I'l I 11 1- I , ,jarl", i , I � I I �, ,, i � , 1 ''i :110., - ii � . � . � I - -1 - c- , - C - � iI 5 1 -, I I I � --- � I , ��$� _ 'III � � iieVell!"'I'll"I" �� __ = - - , ,�,r __ ­ __ � - - - - � �__ff 7 T-I- - 11 , 11 � - - � - " - 71 . '.1 .1 I . ,',�� .-W , I., "' 3" 11 .. . ... ­` in, Ioz, , - �, - , � _. - , , Ailia N q '- .�'Islb - ,I I ,�I 1 - '� �� ", I 7�­ ,� I Is ` Ie I. 11 I-il 1;1�ii_ ­�� ­ --- -_�_, - li"Lmlax oJ1U91Oi '�,,�l I sili�,- h - zz" � I, i __ - _ � " f 1� � . - �m � - ff ___ ___ - i ­ -- � �-_ - -- i - 4kL7 _� 5-7 r_ � " �11 _. rr­­ - ANM ORW YI9,N[L �1 0- � SECT I _� � "� . I 'Ir I A -Al* � I Ill ` ­ - I -.11-t ._1 - - , - , _.. _ ­ � � ­ ­­.- � r �, . ­ ­­­ 4L___--- I- ­_ 'DOOS, -, 'I� - �___!, i I L' , ��, ­_____ � ­�. � ��,_ �___­__ I L I 1.1 11 AJAI FROTIL PkID qw4J Il �4,�, r T. 1-4 ­ z __ I � - II ip, %r I I I,�1,0�*',qw:� I mi"It" "i I 1�, 'I D I I L" IN a - , � I , Z�pql - f I r 10 xf� V� 1�, I ..... I-' ­­ ljllllj,�,!� I 41`�,q ,ii, I 1� 9i " ___ I'll, � E_ � �V.�� � - I �% - . - . ­-- ��i�� - - - - - ,� 0 - 'i ,r ,z:, -- - - 3 ­- .- , AMC :101,004-.W, iv,� oncle,'liftif . - " � ,ii, -, jisi ­Z-, %, ,�- r - � ll�� E .- � .F -­�Il� �si`slllllr�ir,r _;�i=�41 .� � _­ 64lA I its - I � E.- � - � -_ - � - _____ ____ - __ - - - ___ .Y­ _�L . r-"­� �=­ =�_ -I � ­ I - �" � � __ " r - - - ? L � __ __ __ . ___ __ __ __ - - _ 11 , - - �.�­'� .... . _ __ " - - I . � - ,�rr ,�: � I lls�R R I ,,,�,Jlll, � R� A �F-LAUQI -E. T_A_ - ­11 , , "CIA - L A � __ !�. U R 11i ­2 -T"N --RED ___ L � . !a fil�q_ I � _r - 7 ii- �-N,Rffr aiomre S -4 4 Stu 1� - L&i�iLNIi �il �_ I- ­ n_ %_%jril - �-40NEREIL_QA RIM I I �111:1: "iIIIIII NO =nl,l M �l 14 �- � � -­ � � __ " I �,..- ii ­ - t� L ___ r I-iii �_f4w%I­, - "! .. �, ;::!I "`� n Ur I �"T� "I" '_t' 'I - - .:­1 I L - � F ";i L�� �,�. " - � - , III ,ppj , �& ,IW_ ,� ,,, ,�,, - - � �, L - � -. - , -1 ,�H_' qi�i!wmz ',a &.Wl - I - � � i- 0, - � g -F - �, IT - __ 9- �� - - - - - ;x4,AlVrr W,4.� i­ - ­ I . -- 7 �.Milllll9ii - - - - ximl I � ­ r V I", � - - � � - r - - __ __ , 4ir, �I�f� _- - - I IF _WI W� �- ,I� � .."I , - - � = -- ,­ ­4r'.­-TL­A ,,, , ,, ...... : - L 4 . . ..... .... "I'll !j � i __ ­­ " - ­T"­ � .+, i a , - - � - . � I - . - I � . - _� I I---- ­- " - � I I -5 � I - L j � ; F j I = - i . � T - Z-!� - � T I � - � ��SE I � , f , ,� � I I i ,r I I � I 1 i 1,: L � I ,� l�. � � r - = - __1 i� �, __ i I ! � r - ` - � , I r I I I I r r � - - �! � - j I T i � I L I . I 1,�% T � F , ii I r I f 11 - � I I - s I �- if :: - . � � � I � I I � , 1 2 !! I I i I I � L � - - � I !I . I M I i le %, 'I --- - � � -_ - I . . � - - � � I I " � I 11 - P � ­­ - � __.__4 - - - 11 I I :, ! � - I I , L I - I � - - - �-- Ir I :,�=i I - - I .�, I I � L r I . �� � - I I � ­ - _ , :�: 7 4.9� W 40 i I ! 1� I 11 I -4 � I I I - - 1� � � � I I . ! I �E � `L �n `ff � I I 1 � ��i, . I I4 �1 ., L, ��Ilt" 101 it I a I 10, I pr'j" � , � 1 I j ` L I L - ", r,I,, I,, ill. � L a I "A I I f: I � - - -, - I - - - .=- �:, ,!I l ,� - , I. I- � " 1. 1 �,41, ,_. I I - � " � I � ,_ - - - S�-� ��l "' ��, , I ;1I .11� 1� � ,I� I i ��� I - t � . - 4� � - - �' - r . . I . E � � �!,, ! i I � � . � I � � L i , � � - . � � . I E i i � R E F I E , I � I r_�Pm - � - - - � - - 1. I _�_ L ' __ _ : - � T _ I I - I'll � - "' ' i I �211,1 ' ' � � ��I' � I �L,� �%L ' , ;-; - .,,_�, 'o ,ir ," �� � , I I � 1� - , :L i ,� I,, i - - � � - - - - - - - - - - - � � � � - � - - - - - L - � � �­ - ��_ - - F - r - - r I II - _�. It,, 'W - L - . - �� � L ,� - -, � - � � - - __ -I __ - - - - � -7 __ ­ - - - i@JE1 a IiI - iiiFTL �A - - - = � ­ - I �1 - � I - . . I e I I . I L - -_ I i I ; - I . � - � I - T - � � '. - � � � � I i I I I � � I i � I � ; I � W - __ r - � --- iEk E � - � - - i J. I V I - - � i � _; � � I ;� � - 1� I � - X r , I . I I I I - i . I I � ,� - I I � I I � � I � �ll ; 1: � I � I �� I I � � I � � ,,,r, - �_ I I I - . �_ � . I , , � - _� - ,n� j I I I L _-_ i � - ­ - ­ , - - - a . --- � ­1_;Xbi I— I � � .1- it- I �­ ,� *Eiii ,"-�'T'��!5�,�7!�2--�!!lp����,�!���,!,�,,�-�All ..,;,�,.:� ...... �­'il .A * I .- � ­ �_­ - L - - - - 01 III � ­ � I �1, I11,111411 . il�l "I'' L 'L � I I iL �Ml =xk i I I �l,t - . T 'i I i I p , IZ` �, � I �� - ! if � �, Vun I � I __ 01111i 4! -rr 11I . 1 �,!� 1� v= - � � - - � W,l W milill"I4 i � - -- - � �_ -1 I - i ,1� ... � - a f - 1 � .­­_1T1II`1I11­It ,I r ��, I I --- I! ,'I I ,I 7� V alfir,�Iim I ��Illi I rhil!: ql� T I q 1, , I I II I Ift �,,,Iri III 9 I i ,I, [ I � I � - - � 9 I -1 - � I, , , - ;I W 14.11mic: sia ���,lr pillillINR IA: S"U'v Ull , - - - - - - - - , � I --- - I - � I 0 11 � - 1 . i - I - � � I � �� I I I __ , - M - I I I I I� ''i I I I I I I !11 81110JULM-21,011 111 .... .1r,Nq9.W5...�,J,j I .. . �fix..&Lzyxiqh ICA'A 5I,13I'.,h i - 1� Ei � � M iiii : - L - .-- - � L ii-_ . � .,r I g " - - - L _­� 1, 1, I , JE �� �', - ­. I - ; - I I 1 I !I 'I, l!, !��� ��.,: :Ij 1 I � I III I I'll'O ,I l !:,dilli I .- - __ ­ , � �­� - I - 11 , �A��. �11 � ,��, I Ti � ­ - �_ - I , ��7, iI ,'', - .� ! I - - . r. � ,� P�" mmo- i"i "Cill, 'AAxil, I �, . 4 'k I �,,'� T I , 9 I , �� el - __ r � ��,', I I � I I,� ­ � L 5,� --� , � I, ,q� �Ii�, 1, � ��, ,_,. "�, �_,_ z"i ­�, L� - \I - --I,-. ,r,__/'iiI - �­­,_^,_,, , ,/ __ ,�� 'I'I'. ,I - � �,l - i , - � 9 I IiH ­ am, T� -­ - 1��" �. spi � ; � 5.q�, w:l ��,i .ki I-, - .11,11 = � ,ri, __ � ,W r - ii �� i � � I: - I �� � 1, �� i�v� � Tr j SECEQN-AiZA-2 XI" - L ­�_ - - 1, , � �: 6� ;1I 1`11�11 _0 �, T"Wil. - PF�� �_ z- wour x-=­, lltooM ­ - WREl'.1- NO m0unim r qA"-LL__t faltig i 1 ,Q%1'ii'j UTS Ili, '01 I WE � �eia:Ul I . , NUTALL. t�� POTAUal _�; , ___ MR-ITY , a woll;E �,I- , Aii�l ,��­ � � �_I4__ - - ­ ­ __- L­_ I ­11 - j I - -1 ; 11, Il "I _­ ­__ - , , - � F. I_ 11 I , , PR 'INEI y !_L��L - i � � F � I il L , , - - - I . � �,q !I "r i��%r , - - � 1 � _ _ - L _. - - I i r' � - _� - __ _ - a 14 "I � I V _� � �� _­ - � - � - I I r 1�1 _'. �_­ - ,L ­ Lz��" ..,� ,,5N.'r' , "'r'. � __ � ­ 1 .... . ."­ � .. ......... . j ���� 1 I � � I It a) I U) -M � 0 im ­0 > jz) = i I = a) S__ I .L n = _0 0 (D 0- 0 L_ E ,-V ­0 a- - - U.), I 0 (D 1 U) I III �__ = M M . U) I -IZ5 I 7D _0 = (D _Q -= I 0 f= 0 3: (_ C= . 2D LL M 0 1 M �,_ 0 M > (1) - (1) L_ 1 - C.")_ ii(r) I I M ii (13 n '-_0 .�__ C/) < U L I I � � � i � � . I : , I ( i . � i 11 P I k, I J, � t 1 (i . � � ,0 41% 4 W.; ! , L. :, a) 10 � � a) I- � � U) elialmonall Cz > I W 0 L__ U) 0- C1. 00 � 1� <41 , (1) C) Agal L. =3 _0 ON" 16 V 0 L_ ON Lj_ 0 I 11111 L. (n (z At 3%lllllllllllllllllllli M = Uj an� I :�i < = _71 ::i I I I L_ � i S H E E T9 N 0'. loll i bH I 10 7 5P : � - 7� _� :1 I 111 1( I t' �'I 'I '; ' 'I'll" 11 1�.IIL' A __-, ll 77 : , I I I. , I 1, � I ( I I . I I A (a) (1) C- � cf) —(U (1) 1 -0 > = C) 2 ,C) -'� ::3 - , - --- - -11-1-1 1-1111-1-1. - � I -1--l-1- - -1- I - I I � -,'--,--,',, ',',,-',',, IIIIII-11— -,'- ,-----,.- 1- = ­0 - --- . . . - - - � 1. -.-- - � --. -.. . 1, - � - . ---- � ... � � ---- - --l-1.1-- � -- --.- ...- -1. -I �� � -- --- �- I � ,� 1-1--l-1--l-11 Ill- -1---.1----.-11 I 1-1--....'...... ", �------ "" "-------`--' — , '"' - ''"" - .- --------- - - � I . - � - I - I -1-11--- I �, 1--F---��----- ---.- --.-,. ------- "-',---.'--..l .... ..... —,�",�",�".'',-�--�--",�,�—,�""�--�-� ... Q) CL 0 . � I a) Q- 0 &-- I ; 5 Ni i 111HOIN11,11111 I !I[ Ili �, � L i N, INNOPI. I,--- lw . � i , � '"40 "IN a it --i � 4", I I � � � - m -0 (I- - I MLL i � � I QUITINO.-MI � CIME �Ill l,d-11,-1,,l,�-11I,,l:1 � � s I j .- .1 NNINNII � AN: rLQ,Q r- ;: , -R � D1 ,__M, - - I � �w MANN"I'll ON 1p ---�----- - i INAW"L I NIA.;!!l r�fl �V�K- L RIL�ARP SQMMNWW -YAXI Mg"qq"" 1 '. �! I - s ! 0.'-b M -- - Q) i - - � � � -1-ml -- - - - :I; I - a) - - -. N'll", 1, l,' - : - 0') 0 -+- U) =: � "; � I I - -- I ,� 1k -'I'l � � � � fipl&R�Hmul Z0ftllLDNEQS-�-LA .. .. . .. l�,1,6�l,,,,,�1,N$T�ALLAIIQI-45, i - � � - - t'��4,­'�,j�- L � - '�.Il�ll Z---ttj�,sf r E - - - — - - �* ill �-- - � t �i I Via I , - .� AND (Z � - I I I I I AM Viii k1$1Q-.Ml5liQ,0L,P` - A - - CIORK29MM , I � I - IN - I - - --- --- - mm-101— -C - A --CMR-Vf slum-STRUGURES =3 M m (n g- - - - I I I i 5 , � "I a) 0 -- - - I I- - - I � L . -L-1 I = � - �-- - - 1--- - -- ------- � - - - �L - - � I - - � ;N. 61". �14 �i Ili- -,_ -, ilul,NhU -U'L-E �! f Fi I �- I - - - i �- , . r-,Al �- ,liNN ��L - l: , L --- - I . -,�004,Ng� 4 -IN V 4 I li�� -0 -0 -0 � � I J'� � I � � � ";I� 7 �, - - - - -I , � � L �,`� � I - 7 � � - MATWN I I .. ,rati, I twill rm -Aow��4 %ac 'Ni I &PNNN; 14, ON 3illik"PI it, $I iO I 11 - r,mea 1 A ,I z �- a � I NO!", I �11 I* - I - - � i, - ---�V C i "4 ­-- ii �0 L�q� I'l-L-1- � . - � � - - - - - - � F - , " -- - - I - - 'i �- - - I . . - - .. MINU, !- 'laf � ��E �T �� � � . — - " IF -?.- 1p N 10:,,�* � I 1 : I L, �, ------- - - - — -- --i�ill ? i . I . . ....... . .... `-- �- - - — . L - — - T V`-�--ill'�*' - - � � li� O Z � I � !� I I I � . . - � � � � �� - 0 C - � I �, .-.,.. �Z',�­-­�',­­-­ --- --- - - - I - I I I - - ii. - 1 14p�illlll - � L � 1 : ,: � It' -77 --,-' � 7 ! liillli!m��t �m , : I - - - - -Ij "Ilingam, - . I I - --- - I- - -- I -- - I ED 0 ­ ---, N� - ii �-- ,, i I : I I - � I c � "I � \ 2 , - .'- , - --- F, � - =� ��- - �- - - - T - � , =1 � - � IF F �. ;; : 7 11 I I I -,i; -,- N,N4i � IiA�� I - '� �1�rNN� IOLI-' I'l " � i - r ! 1wft0lW 11;i � , � ;, if � �- - I � vxll,,N���,,I,I:I�ON I "I I .. ... ,:",I" � �� .r. , . - � - --- 11 - �i,ii- - ---­1 NN]Will Q - N, - - 9 lill- I - P ll,tL� - - - --- - -- - � ,- ------ --- - - z � �, 1 - I I l I I 1, � - ` - - � , �- - I - I � - = - I - I flii,�ll -,2,�- � .. !Lv�-, -, �- ! I � : � - . I '. 1� . I . 2 i " � Irl -- - - c- cz � z . - -- -- I F ­ ­ ­1 - ­1 '4 - � - I .- _- � - ,.it � - -*� A, d,2 : : I : I E - � . i I I I, - -- �� � . ---- I 1 115�:,,�,,- - - - I 2 . -- - --- - - ��-- , ��iiiiiiiiiiiii�- - - I � I : I !,- L - �iI�,,� W i r Iii,ri i - . INO ,* K 1 TD C-wQ1%w �: CCNIICKR M C�WA� 4 ; ;Zwqm �f4� � ,Avm- - -- � T-,T Q�r-17" � N�, ikm - - � - : 0 LL - - - - I � ih�ii X i - - -- , - I j N, � Ol i Nil 11, I 12!�X,r,T � 0--ii r = - �- u � f7- ----- ---- -- - -- - - - ;R��,- �,, - - - --t" - ,-- - - ] . �:� � � weZ � � r-l" I - - I = - � ---- - I 1- - -I - - - , a --- -- � L � � I IV r : llllff� Noll'. I. - � I - � I�- - - - -- pi I 1 4 � I ONO; I � I I a - wx - 4k� i � - I - — - - VrT = v � - - - " 1i � ­ r� - - - - � I I 2 I , I � ­- I., ----, '-- M := IN- cz r I r - - - I - - .�- � - - - -- -- � --- - I - - �� 115- % � -- . 11"A 'I I oci$" f I M -b > � - - I k : I - I" I r � - - i . - . I I I : �, � 1, a INNI -1 - , . -1 , - � ll� mill �� 1: �Ti,, x, I wl� -w� � --- : I . : : III � p" . . - - - - - - 5 � - � �� . � 7 1 1A,L- � I 0 r ! I It 23 � � - - V-.- -1 -i-Ill 1 - I - � � I I I I � 1 I I � - - - - � . . I � i - - . - -�---, ZV , � I I � � � � � . I T - ­1 �!!:, ''I :1 ,F �� � -1 . � - - - - - -- - ---- � ---- - - _- --- L � -- I 1 3 I I i - - �,�::4hh:17;A It 4 - - - -1-1- i I- -- -- � - - - --- - - � - - - I -----'-- � , �j --112'e- 1 , I I I � f t 1 � f ; 1 � i � & I - . - - . � A - - im­,A7 - - - � i � ­ I i - I - = — i I - VI)o I , I I I I - - - I p t I , 11111'� � � � -_ � �- - � - � - - ­ ,��, �:�:h � , I � I i `- 1,O11 -� 0 al - - . - : � i 7� 11likill , �l I'L­ L - - - . � I � -- - -- - r r -.- J! - - - � - - r - = � . � -­ - I ------- - - � -1 �- - -f-- - ---- � " - E - - - 7 � I ---- - � - ­ I , e,, � I i-."--""�.�'�.�,�"",Ii,�����"''�,-"� .. I . I-- I ­= r_ - - - r ---- � - - - -­ i � � 1 5 1 7 -- I � � (n <D � � f - - --- � � t T 1:11 �IA � - - :: P , = � L- Ili � - -- r I- � I � -�)�h � e---- � -,�� � v I I I N I, N141A � ";A 1 7 rm � ---- - � . r - - - , r � � I I �r i it � - . - I -- -I. 'il !I I � �, ill I, + ,,� - R - �� ,, i I, i''I"11, . . - � � - � , - � - I . . - 1: .1-1. -1--11'1-L ­­� -1 1-1-1- �- - - - I . L. � ---- - L -. � � 0- I . - - � - - - -1 - � I � L . - - . - - -a �, �- �,� - � � �F�7f� I -- � - � . ­ - E I . - I -� - I -- - - I � --- - - I In 0 M 0 -- K--- - - - - -- I " �� - "I - - I � is - � � � �­ � I -L � � - . --- - - 7 1 - I � I'+- ... - - - - � - 18F"- fpNi ; -%--�- M=9�; K=:ag � I ��� --L I � � 1 - - L - - - r -- - - -- -- --- - - - - - - . - - � � I - --- ---- -- ----- = � = M �� - ---- - -- - � � - II kl% � I � ALL - -�RRFRMNM - RAXIMUM ANNOM � � - 5 � � - - C'7 c i jo � 7 -.J) B,i I MS,l -- --- - --h%L----- i - . - � �- �. . 1­ I I . ,lj� R-,t�� , ilill ii � 'r - = � - l�l i � �, ,F I , "I �1 - U 12��- "-, '� �F,��, , � - - L - - - L . F--- �� ,- -- - - - . < no" 1�� - � -11 111111.1 - I ;p - - - 3 1 s - - - - - . "', "I. I I LJ -- - tIT��---..�,j��,!��-,.��.,.E����,r� �,-, ... ln� - -i � I L I If r�,u � - � I � I - - - -- -- - - --- --- ------, -- -- I � - I I � - - t -11. 11 1, - � , , , , Illil ,Q)k I. I - � �. �J: , a - I �� , . I - - I - � I - - r r I . i - - . I - � i ­ - -_r- �_ il , - t � -� - j i ­ i � . L 4' � 1 jr'� I ,,I I ON#� I -w - ,�� . - I - . - - - - - -- - -- --L- - - I - - -- -----L-3- . . . .... - " - - . � T I -- 1� � � ,- .. , � j- Ml1r,l;,4 . - --i : : , - I ;N�2- � � � gl� 1- � -K ITURES - --,- , ,I �0 :I .i � - -- - j. - I , I i -­'t;Kq'�Li'l 3j� ",F!� - - - Wl;�, B! �t - 5 I Q . I -_ � i'h - I mw'. , 1,� ,,- - � � ­ '. �­ I I _,_i_, - �� 51F . 9 �- I r - � I "' _ I �� 7p . i � , : :: "" � ". 1. 11 - Jjr I t ] ;� I I - . � i �1111 O r � ,,�* � s -�Lrr 1 a WA N''A , l � R m F i m � + ,�L: � - - - - I., � - �, �, � I - � - ��-, l!", A ll!ll, ',K�gi , i � -�%jl��: Ir ,141: �, 11,4 ­IlOr�ll . & N! � � � , I � I � I � - � � - - ­ 1 , � t - I I I - s - � . �� � , �L� L I �--­­­­­ ­ ----j­- ,- - - � -- _ �, ­-­ -'­­��� �,l -il-,--ii-I - I � I � F - - I . �" "I . - ,ti :O-N! -�, - 1 ; � . � - - - . -4 - - , ,-� �� , -, � , -, , , , . - . I ll� , L'. I - I v- , � -ne, , I � I . I I � � , , I � Z - � I - - . --- - - - - -2 I ."I 7 - . I , - � � � X= - - F - - � 1h -- � � - , I , � rl­� � S 1 ANE I !��i, ��, i-�"'l'---'..,, N�-Yn-1 11 - I � � 1: 1 I t VRAM ��n� O��EDVLEA'Qk ;� 'I' " _ - - - Us -- rNs � i ill � 'I� N, � 1, �� N,'�,��' �;,', � `� , � , i � :11ii � � I " -� - 0� � - I � - - r . � L j, � , ,,.,' ,,, � - I �� -- r - I -, � i- . � �t - r- -_ - . �- - f il li'll . .. .... -­­ 1 & ---- --i-111-i-I �! 4 � - - - . -- . _ ­- E - -; - - � -.1 ,�.,, r . : : I � I , I r , i -- - - :4 i r L . - � ; � - �� ,!!I - . � - -- -- - I ' - - - - -- - L - - -- --- - ----- --- -- - - - I 1� - �- � - I I - I - � - i ! � I � � f � I --- --- � p I N, ih: I� - L -- ­ - ­ L -- - �-- � � � ---� ,I - � - - - - - ' - � -- . , � � I I I E 2 - - - -r -- - �� L - a � � � r - � - , I I - � ". - -- , - � r � - !- . - �C: � -1� � - I � 1 �� ' i � 'I , r . - ,L - -- - i ,I ' I I L ,,, -- . I I � - , � 1 I � I I i � :::� I- - L - � I r. � 11, n - !:1-04 � - �l- �� ll� - - = I . . .... ..... ........ -- -------- --- _ '­­­ ,"­-,­­'-­', '­11--l-I.- ---L-� � -- -- T r:� 4 - I i �Z"` -.' 1, , ,,-- ." - - -- - - - - : ,::; III Uil ,�� �111: : 5 , � -- � W 0, �:ii I Wl I I TA�;. i � I " ..... ... � - �" -----'- %, , � � ;" / , v�- - - - - - �- �'7,11 ` " vry��NINA+A-w i� I'r 1- - I . I � ���� -1 -� - , , I - . f - --- - . - d!. ,- I - "i 1 jr,l,:, 1 � - 11-11-111--.Illl , � � 4L- _- - � c 1 I I . --- � -- . � i . .---- -- - I - - �- I I I , , , , , � � � !! `7� L ----- ' - . �-� �, I�l ... . ij, ,',I,, i: "'i �! 'j� ,,I . -1 I , � � , :� i ` IN N r�Ol�l - � I I - --- � -1-1.1- - -- � ; q . � - " if- --- - -.. - - I - � I - - - --i-, 4---- 1--r­­# - 1-1 --.-,.,-....Ijl -1_-.-j_,,, _.,.-..,4i-'; .. I . ... , ll�.I� -- it - - - - - - - &e- ",! r' I I I . I . -- - - ,", I A L - I . - - - - F � r-111111111 I � ­.1, � I �fd, � N, 4- I � . - � i r � - - - � -, I . I � I g - - ... � I . I . ........ ..... l7--l­­'­l""­'—­- �, -,pll' I � - - � � ' - — , -1. � ,V --I - I L ;i 'iL "I " " ". " r , 11 - ] � , , 11 , ,� � i i I - � I r i 1 NO "A 1 � it",ii, � Will i � IN �A L , � , 7 7 . �rj � -- I - - Pi F ,14" � ( 1,i I�: O �' ,, � - . - IF ,I , 1, , � I ; . - - - � � , � I � I � . � . I . i fwF l'. - - , .�, 1! . I . . -- . , ­­­­T1- - � - - j-­-L-1-1 Z���=:] "ll "Ill ]­- . �--- - r � � t �­.� I�1-1111�1"` - --. - I - - - I "I'll 4- I . - t . N, I'�Ill',,�llp"�'ll'"'I'll"�ll.�.-.��,,�l�ll.�����,�.--� � � T� ------ --r � E I - - N, 4 ,.* 1 I 1 1 � - I I I ! � 11 - - - �Ial I E � IO!"N , 4 6 t --.- � " , a � � � - - � 11 -1 - r . � ,,�l 14 Nil,"IN ll/p : %)I, � -,,'A I i';N � %,�j� : ,,,, � I � � '- bi, hl�l I I � - I I I � - - - . � - I , ��p I - !j , l ­�­ ­ - - � �� I ^71 - � �l "I". -L., I ill:p A ft,� , - "I - I I - - I - I � � I - . I 1-1 -- I . --- - - 4 --- I- , -.-- � !� I !! I ;,:.::I:� . N,- �g - - -, � :I lill" - i'll NAWIN I �)� - ---- - - - = - ,�, I 1� m - I � I � � - --- - - - � 4 I i IN" ''I " ", �i:�- - - ". � � - I � - - � - i I L . - j � I i I , ft I . � I . � - I � i - , - I -� - I I I 11 i F I � L � I ,L .!, I III I: I, -I� I i"'N 7 , � .V. I � � �- � � 11 i N 1 ,,'I. I I , 1, - - - - � v , � - I - - I . I - t . - � , ill,$01 i T - I � - - t-1 � -1 'III � - y; � i ��, . -- ---.v I 4 - I , I 11�'Ill I I , ­ 2 - a I � I � - - --- I . - ------ -- � - 6- - ----- --- -- I I, III I � I I I - Y il� -1 - � � ; I � � - - I = I �- �% ll� � - - - F � " II I - � , - - , ­ - I - -� � i � . - : I a :W:%v: .- r ,�ii� 11"'I'll - i -� I ff - --- - - I I - - , r . 4� - - ,2", r I '", , I - - 7-- - -- -- � - - --- -- - . -- = - - �. - � - - . I I - ,, L � I.. . - i I , , ,- � I � - - w - - r - I � � � - --- 3 F I � � � - - , - - . I T - I I , I I - - �[ �� � i ] i''I'll, �,;/,i h - 'i i III ��, I p � I � I ', , I � , 1117- 11�1 i , � I, � -- - L - r -1111if �L � ,,�� Ng .... W-1- I 11 , M , -= - - - I I : I 1 1 I � 1 , i 7 - L � - - , - I 1-1- 1. - I -1 �, i 1, gI �! mol d: 0 i ;. �, I. � I - , ,'Ol L - ". -- � F - � I � I - L I T " . - -- - I � % A T iq4O : � � Ljj& !! I j� 1,14- ,�, � ,:A � "� i 1! i I. E� I � a . I �, OW v 0 . - - � - i" i I Ni". I 4:1 A `& - I , M ��" , I I �, r � ­ J� �,',,` t I,,,-' . , I . . I � I . I.; � � I - I I � i 11 I NM �li I j� - - - - � �! 4 � I �L � I I __j - -11. 41 :, !!%r r--- I','-,, I I I - I �, I T - -- � - - - - -- - � 11 IF � - -a I� I� ,,� 11 : � � I , � , - - I - -- � - - I � L � ,I I I r � r . - - I � � . I r I- �� � � � I ly;,;� Ili N�I - i�F -ll,r I, �, � - - - - ! - - - I � � . � ,, I - - � - ,,, . INTINI � �I I -1-1 -.1-1-1 - A ; " - ,I � 4 � 16- - I I I I - - - . - it '", , �, - " ql� � � � I I - � � � - ; " i, - � � - - - � . L � 1 i - ! 11 I I I , �� 2 � � � . : C - - - - - I i� il, I . � IS v � - � . � , 111�1'� - I I ii �, $1, 4LIAMOLS III -­ SKIT iQRK==E�LL"knom I � . I I - I � I :, - - I . I - :I 11", F NOLJ� I I,,:L� , - -- -­ � , i �. ,--T- �, I � � - , a I - - I I �, i � S ­ . �- - - - �- I � , '7 - � I - = � ...r al� -11, n4' IlIO-1-1 . � � I � 51 - -- E - - - -- -- � � 11 � I L- � � � 4: -?-, �lg', Z" IION 9 - � - - ,1, I , "I I 1� �, 111, I O � I LL � = I -M:��INT . 1 . :11 O i � I ,I'. V F � - - I " , , : i E � - . . r I I . I I i ��!4 14- i O , ,-1 � -_-"-l- . - ­­­1 I� II'� ­­­­, - ,L ' �', "'"'I"�,�"l�'',I,.,44��"-,.��""� ... �."�",.��-��".,-","�,�,��,�,,�--"-- I � "," . .. "'i, idli'liliNq 1, " i i , � El , � 1 T!1,.,:` � -4UUMd--wjimu", � i �t, 111, ­ . - -�", L � 'i 1� I 1 l I 11 I 4001AWN - . r - � � I ,,, I wl.'� .," , N - � a -��--- � -- - - --- - - - - -- -- - ' � r . . - �', � I � 1, ! I 1 �,Illil IT� 1 ` � ...... ... . . I: N '" -- -�--" - '"' , ... � � - � L 1. I � .4 L I I ­­­ - ----- ---- --- - � - -1� f �=� � - i­ , � ; t � R� F- �- - - �� �� � - - ?7;� ��- � �' � 0� �u-- �- 9 , . -- - I 'r - I _ � ,� , , I r ,- I -- "' � ' " Ni �" & - - . F � .,r �c* wqcpg= �� - � F �,­ � L �­ - � r -- - ,,, , 11"' ' '' � I - '' ' ' - - � --'- .-­ � ­� � � -1 I - -li --- 1�1 I I'll 11 11 L r � ' � " ' '�N ", -- 1- NNE�, � � � � I � I - - r I I IT i I ,li3O�`NiJkoi�� :I : � ", � �­ - .- r - - �� - L - - t --, ­ �' '� " ";, ­6li:� � i I - _ i �� N. 1,11� I, ­,L'i', ii� I IK - -- r :: � � �' I 1, . � , . � i . - -- - -- � L - �- - - - -- - - - � - - �­ , � xl� � ,- i � � �� �,� I- - �--N,ls I U �, � ill I ll:;�l � T, ir : F'' L - - ... - -T, . � - - - r i i - � I i - - T� -r -- - 11 I- 1-� �-O I I- , . - . �- ll&U�� �- ,"Iq ",C'N'r,", IIII NO '��:-'L Ni OHNON4, i ... jp';N,1�1� i, ,! I .:I V, , - - ' li I i i. -,[�� , . .1 � , , I - -.1---I 11.1.1 -111 ... I'�� I 11 ""' PI'L , il I ,: -i- - � �cm� � � - i� - � wi �111 � I 1,1 �Ilp - - - ii� I - � ��, - I N91 I 11 � ­ - Fk � "' N`0`�O!l 5 L Il"' - A � f. , - - I - - -� �' r-I , ,,, 1 0,01i I it�hl,,� � � 'r- - - - - -- - - - � - - I , I-l' .:N 'ill I, Fr-, W�% i. `Nul `ri C: - � - � .� - -- - -1 1� i . - - � ... I lj� � ', LN-j%: � I I 9'" i ii, � 1A, A 'N L i � I': j�,11"',:,,"O ',-E� . b .�, .... �, I � -! .. r5 � zi� .. �� � , �- � - ,-- - -- - - - -1 - - - - ��- �� ---- ! - - I , - !��[ - -, : , i , - ------ l- � r , -� I ' "�', L , I c NO --- *% 7 -11-��,-, 7-7;z 1 --.------ ---------- - - -- - . .r � . 4r. - � �1� i r ii - , - % V ��":!�,��!,�����,�%,,�,�,F,�,:,�4 1� a .I�l �,� � � � 11 , , L � ­' I � ­11 I �� , , "l .g- - - - � . � I 9 , "I , � ,"A a E � 1W.'"10, V I.. � .1 " � . . � - . - L i, -1 . 3 I I I - - - r milil Twk �iu� . -111,-i� :�.',-h -i-ill,", I j , 11, "O" hi, I$ - O, � '' ,, � qo%,-.A� - - - � N`% , - ,,,,��,li�,i'���l�,�,,�l�,,��,,, : - - ­ �- ­ "-- � , �� I �t!r � �-- .. - -- � I :1 Lli I I L , �, . � H-� - �- - - - I . � -- � F [I .- I I I t � � a � "I � - i I III :- - I � I`= 1 . " I 1 �,, , I - , I I - L-L- - � - --- - - - - I -� - - -- �� � � � Ot ,r r , - , , - -- - - --- if �� - ri, F - r . --- � � - - lig ! LOAL - - � - - �; 4 1 � - - , ; K� �� , � Z� � . - - -�,O- -::-----�Z� :a �� ' ' � , ` I "I"L : � ,'�, Nl�,,� � r - r - 7 I � . r r IN - � - � - Y!� I - - - - . j � . � :i � , � � I F r ' � I - L - - - = - - 1plel!l I , 14 Nr, � = � I - - - - , - q, , , 1��` - , � , . � - - - - - -1 I � I 11 J� - �, 'r ,� , � � � , '"' ,I , i - � I E . � I I - - - - I � I , - - - !t --- i , , �-,��r---- Z r I- I . ...... I .: � I I I -- - - � 11 . �, I - , �. 11 . . L, �'l - , I I 1, - ,I ", . - � I *� I 2-- 'p, � � 1 . - , ­ I ,, , , � ,� I , ,I,, I 11�11111�111! �llllll I'll I il I: � l -j" * � � Ij O I � , . !! " I r � ,,, 1 - �� - - -- T � -- � - - - � � 1, � � � , �i I � _ s � --� 01 ` NI O � , 2 -,I,,% � I - � , - - -- -- - - � l ' I I � ;t y, � . ll� = � -- �- �� �r i - - - . I T , � � � $I ,,,� i " i - - T I CLOMtiil, r 4 li � T �* �, Iq :,,:I 11111,1110, I � III � I- ill � L Nll�il% r -- ImIll - -- -- - - tE� � � I 4 1 ."�Fr " � Z�IeOfa � F --- . ill �r� � v wl�'4 zNoft P I' I� - - - - ------ -- - - ------ - ' I - �--,t !r�t-,4, -.- - I - , = � I ,r-__ ,�-.­4­­-­;l ­­l'i - - ��i I il� kt,�j !��l��, AN"I'lic I - - - - - �- ,_- - - - ��ry=af� ­ � - - F � �, l7 , � I "I ill ,I,, , 11 - - -- - - � � -- - - - - --- - - - C 1 ' I t j � � r ," ,� s .... 1� I - I% �, r , , , , ' L " " --- - - - - ---- L ­­­� lljt=±T- _ r, ., _ - -- . ir , , ,,I!, 1, I , . - � - -­- .­­'..',-­ i � ,,,, ''i-IINININ" '111 . - ---- I A - - - - -1 .,IN !I�� I - � -1 �, -- - I a � '- , -- I., -5 - , I - , ,�. -Ll. , - 1 - . � gi 1: �j�il ri .. . -1-, �- �Wt�4 j!,i � . - -- - A - . - � - - 7 2, : � k , . � � .- I'll i � I E I - 1. �2- NNVQ-1 I .. - , �, 5, 7 � I I Nil �M,t .1 I - 11 l0g,lil I : ll� =:--r t--t- n vul vibsk. 4i�x- T " , E �- - - - I -1- - I - - - � - - I'll r LF� - - F � lv� - � - I : I --- MIMIX mi - -4 1 A ft Ili Al, IN I i , , - - - - � - � ' �, - ­­ - -L - - - � LaAlcf �:ALI V�L%Olil "'It SIM, YTIVINO III MIN i � i . . - X U�ur "!vw M N'TrI snow r - � - : - - - . - F"­-­ , �'' " IR _ �--- �-. -,� - -'I'," - � -� - . -- - -,.--T---;i- ... � '- . ��- � 'r , - "' �!� ..... ll� -1 :11, � I - �r , I � -- i � 5 1 :: !* � I,,� �,S* e � - L '�' - - I . . - - � - . 17' - -"' ' "1-------l" "' '-'--- --I-'- -­--l- ­ 4 .. If � � 5 F - � 7 - I - I - - --- --- -- -- --- -- � ' � Ni"o'l o 11 - I 11� L 11 -.1 L , - ,. , - . - - - . � r ­- � -;; - r r.r " '', . , ­­ , , , , , I - J IN I 11 11, - - - � I "" I - - - :'' � - � i -- j .. r _ r " " ; I � A KAO �� T, 'r i "P, � L � , �� , , I � . ,r, I � . - �:, ­ ­L I �ILII I `� -1 "I'll I , N l I., , �&� - ", � , lil f" 1 t� �, ,!: I � �1, OIN, N ,,A, - - i - � i - SE9.1191f : � I T`111 i �w, , - .. .1 r N-w-i'll, , T � � I - - � - , i �- - I -,e----j------- � � �F�, I� �� - I --- - r - _ ­ � -- - - -------- - - -- - i ". � � � - , . - - - I . -,!� � - � I - - I r � I - � � 11' -_ -_ � - - - - pi PON MRPI ns - T �- - - - - - 4 r - - , � � - - - - - - T& LL I le-i � ,� GLGI AL M FIN)MICT& I �; - O � ,r I i- - - m - . - - -t -- - . : - i - O � . I L,,� fill; � - �� -- i I - . � 7 - - - -1 - -- I - - ir - 1w'A - I'll! - 1 �� - � il,� I ii t 1� I =, i - - - OLM ill". - - I I - , "' - - E I L 1 E I 0 ,l ' - � il, f � r N, - �- T �111 , TUWEQ`�Ill �-i- W-A', lip'll � � - I ----- 11 , " ,��g I , - O� mi PIMP= - � � - . -- 2 ; = Tkm c i 4 � � C7 - - - if R I a � I � ; -9 i . 1� �:- I - � - ­ --- --f � il� lfi�-I I 5 - L . I - - - - - - � I x , �,� - �W .. .- 1 " 111 I I I I i I i r - - � � �i�-, 5 �= �, � �- � � � 11 T 11 I lill,Z1,11, NVIZV.- 1l:;ll:q!i3lON6, i ;jl :r -N, :: ,$­ i � - � - , - - - -- I & I , � - -r- . - - . - � - - . � � , 11 11111I I i 1� i:IN � 10 $1110 im" ir 1% ,I I 1: ll:�lli ��O �:! �� Ili � 1 1 I P I: ,IN N:: �:�N, IN I ii,N ; ,� I'd` .. ... - ,,,, I �0 1 , I! - - r - - � illililLpi ��'"�:�,,�,:a�b:l�:��4�!����li:,���;:��,5�,h��w - -- � , ;� � � 5 it �13 "li �ili I'll !l ll l'"111i re ,11 I I :`�l 4 '4I ,111 4, i -�,� ,�� � - I - - - I ,,,, Ir r. , Pi X, I l el I � T , "N � 11 . -, h" �� - - � � � � � � � - - - ,---& � �� I - , - ilill, 1111,111:11111i Clill, I �Idlll Ni lill: 1 1"'JI Oi I I 1: i I, r w N, 1, :'A � �� � K � " %I ��, l ,,, � � i I � " � � - 15 - - -q-1 , - I �� � ­ - . il I - I � Na ,, . --1-­­­­­ �L � - - . L . ] I 11 � --- - - -- - --- � I - - - _ 11 � r III, - _ _ - �� _ . � � � I �- a - -- - _ L' -- - - - ill" .: �, . R k�rwmwv-sai�-ZG;gw j . �- -� �-- - - I - � I - �t� � I- - --- � I -.1 -- `,I�I--=�� -- - , ij'.ji� I 1:101VIVINO, is", I11111111111!, 1:0� 0 Nillimiiiiii I l il,,-11%;.:!41.11 Ill I - L � � ";r, -­ - - - 1i �- L= � -� - - �---- - -- � - ��--- -- ' � - - 'I I '�N' PM t'�'-� r ,r,,-, ��:t=!=,,!:'-'-'L.t=--.-J � - I I - - -7 r I r "I'5"I � �L� I -- � - �-- I � - - - :�E� - - - _ a � - � - e - _ _ __,_ � ", _ _ I lk�r�4 , !� , - -- �� -- - - - . -- 14, -- � , r�'. . __ '" � - - - . � L-- ­ � - -r - "r 5 �Vil­lr i . - r , � --- - -- - - -- - -- - - - - i - � I!I, % - . � - - - 9 -- � - � - -- - - � I - . � , --- ­ ­ ­­­1 . �, � -4 - � - =­- 1i L , i . r �- t FL I � I - I � - - - - - � , - - - I � - _ � I OW, �F, , - - � --- - -1 � O � r r . - - --- - � ,� ..... 11! ,� " - � , L, . 11 I I 5 L � 1� - � I - E­ � � i - � - �-- -, r ----- r I r h - -l'Opil lita - -- �11 I - rr­ r ­ 1, -, , " - � � 1:1 11 I , 11, I :� --" � :I, "I �� ! , � I !, --- - -- - - I - !__'.L�_ ,�_____ I - ­' L � '� - - - - F 11 ��--�11.11.�,�������������"'',� ..... . I .......... i"­­­ll­�l". I,.:­.­�- � ,, � - - - r -- -- � r r. r r, ­­ ... .. . � ... I .............. . .. ........ A--.---' ­­.' ­: ... . ­­ �- .-,;�= --- -� �" --- - - - -�77� F]�­ --- �­ - - - L �-- , , �F I - ----- - - -- --- I - ­ � --- - ---�­ T I , -­ ­­­ ­ I , � I— r L �- � , - r r. r - - � -- - I -- � 11111� . I ..... Lj )­' , ­ . .... .. ..... r, -, ��­ _ - -- _ r - -­--- _ - -- - , - - - . - _:41MA_=,;i PF_�"+- -_ - - - - - ---. - -11,-­0 'Ilr-- - w . I I mi . - - ,--­-,-,-"7 �ts' !'"'A"I" � � 11N, , ll,- 1; � Ni. : � N,llt -r '�_,,,; I .! � . �IVOVO-4% I , 4-4,- � I ,� � .� w -�;'---ok, � I �,-ti l f .N � -- r � � � _;'r ' i� - ,; � _ ,, � 4 r ii !r $ , �� ,� � � I , ,, I , i , _ . ; I, :�- w,iy I , I I . . I L ­ t-�,- - � l, , 1 i ,I, j I�, � �� . l4l �J, LMNJI��N,Nlf AI!N'- � 1! 11"il i, , t I ! ; � I ,,l I ..lilii I , 11 � 11%ml: q I - � l . 0 � ,I ,I, , I L � F 7�1 I !! :� I � j L = - - - - - -- r , - - - I - I!- 1� �-- 'T � I Ir IL F:" i � :I 2 I I � � L - - - r r i �! : - ,I , 1: 11, i i I �ll J1 �� -i �I I I Jiv ya IN! A-1 , - Amy U��­ " - " INST - T � Q M ., QE,T,,f - JiX - PELLI -, ,NjN1- - - � --- - ,,�,JQR -_RMLAC� PANELS 1 'A - � I N IN1.0-0101 . IMM -55MOURE5 C'r�,ql�l- I I -- ., --------� �'j I L ii � - "', =t- : , � � T � . I ,,I� A l r111:614,11 , �INNINN. --- . 1� � I 1 ,,�,,,�,.,-�:jN�4�, I . Lr, ''I 1: i ftOu - �­m j j r , �r � "I', ­4;;;,; - � il� - _ ", "" � = , "NO I j- � 11. 1-J - � I , I i Hi � i �j 1 I � I 11 IN " I NNIN III ���W I �l I !I � ill N � ­ ­- .1 i � f IlLATI'll N, Ill -1-L' I ' 3 , , I g - . l ! � , I � "pil ,,-.4�v' 1� � :I - '! I �il I, I Nirill .,I I t IN .1 N. wl�ll � I�� 11, lr l, , i , I ., 4 4 N�i I � - � I r 1-1 L , 41000013 rl� y, I ,i; IN III � 1: - I � 0"l. �"!: �;i�,I�'N?14: 11 111= .11 I I IN I'll I .NNN1 III IMIVINNI *Niiol wwIN0h 1: : :: 1, I hill., , .4� I I - I i I i! �, I I , I �� I I 11 II4=6�, : : I I I I , , I h� " � � � � - �., . � I ill I � , . 'kj, -, . ,i i , � , I , I � ll I I i ,, 71 N, INNIN, q41,1 I 'I, lji� I 'N'll.L."il", ,, il l�jlllll� �# r, �� llOillill,ill 111:11 I t � i � - I -1- � I I . : �, � i , I � r ,�f ,! r- � I � 11, � � � : � : �Illisik-,l I'll, III111111 I . . iv ' . - I 11 ,,, . A � i ,.N I , ... ,A � !,I I I " ,�, I I �� I � i; 11I i , 1 I 1� P , I 1110 T i , I 11 1. I I � � -- '�., .l �l !! I I I ,�,111 � � ,I - , ,,,, � .N. ":�1.1�1%�rllill N , l ! I 1 ��� � _ 4 " - I � , -1 . f5l i _ - � I 5 j 71 , �, _ I , � � ,' I. O � I - - i; �T - -#-.' - i I - � � , I 41 -f , ill I, , �i ,- -.. I � i� I � , �l I , ll NO I , � � � I � gl,N�,,-� I-, , , � � ; _ , i IF k , - I W I � I I , � ': -, � I iiii . N . � 1 ,, I I � ,, I'll JI, 11�,I, 11, ,,,,�� -I �� � � L � 1 IOAO-;�� - 11 1 ;ah,w i 5 � o � I ; I I -� �: .., I ��� I , , ,,Ni, I I'A.1 � I I -- � I �� I , - � � 1: I � -- - ,�: % =1� � : , � � , � V;* � �, � t : , I 1� --i i 11 � - .., � I � j! �, III - , � .. �k N !��� �NA I i: zi� 11 � I � I L , , - - - �� � I r � , �; - - -�, Ill.. - - - - - I r : r I - - - ! I E �, - - ------ g - � - � I I --- - - - - - . - - 1, - � � - - � ":, 11-�l 4i'�4 I ,_ I �': ii� � : i I - � I . 11 - � 7w .,O,l �, 'i- a � 1 � I Ir LO: �- - - - ,:I, " IN - lir ,N,: . .... ::i r � � % - ."III - � N� - I-- , � � E I,� - -- I . : I � i � --- - - L � - MLL-92umm A � I � - � i 'L -- -1 - 1­ � � � � W F' - � L - l- - a N:i � _2 - � - w IWO � I - - - - - ,I I '­ 1 � :j - � , � ­,� -_- i li ......... O L.-- 4 V si�� I, �/il � " �� � � �-- 7 Eiw - _r � ]4 -- 7- �i� 5 - �� , �-- I- - I - � i - - -- � � . � ,:- , � -w - Ali i" I� - I - �E� - 1. Ii, � i . I i - I I . V !`�;" -j�)#N � 1 .j : Z�_% _ ... IN r'. "I �,Nil i -.� illill 1� I li - � - I 4 - *NI I 'a, � � : �� wl i � � � - - U -� ;"rZ�' " r ­ --.- , - � � � ------_,,-,,- I - IN �11 I ',T i � I ll�.�, i -- -- j - - - �� 7777F�� - -- :� : OL ­ - � L � - � -T I I 11 �N I Q `1-1 . � ll� - . - - � - i , - -- l 1, 1� 11 -A-.:�, - - �-w - - -- I - - . - , � - - 4-- 15 � � � �1.11 - , �l � - - - -­ --- � � -- - - - i � � ---- � - - � � - �� - -- - - -- -- - - --- - R - ll� - - - I - - M" M0.9 A&T-MIATION - A . rM&C"w - ZIP ---i 1/4" I. ii. m9k-1z - - - � T, �- ----'�� - L -- I r - � F " � :� - � . 1. -- -, . I I - F M � �� �, - � ' � j�, �� - � , t-1 -1 I ,�� 6 ii li� , �'ljg�� li4jjlll� 1, l � I_lr�,�,�j I S I, :L II l' �E ��- I WDW� , "i m -1 t�,x � xl% O� ii �:Ill Tlil ", I � L, � �: I,� I, '. ' I �� I-L I "�"l �- M"J" "i O SS 'O k"'r � -­-- "-,-,-,-", - ­-­--­----­ - � MY— I�Nfl­j�INRI�NIMM­r gri r -- liz l� W��Iil�,iO -,lili w- - - - - �:� - - � - &� , I � � - � -­ I I * 3�11'1`l flof"ILAfawyloso- gmmmil�� ---� -- - - I- ��`,', ��' - fl.tl I NSTALLATION ' 51 E - - - --- 0E7Ajk$__FQ_R _ -,-R9-QLQjml� - f 14 ' E -!l I %d : . . N=rf% i I . ,,c-, � ----- ­r Exis mc w - -0 of MUNITm- it . - III,- -, I �- �t � F - - .1 I v- --lif, � �---, ;­-- - �- i I I I 1 - � � �l 1� - , 11, � i ,- � l 9 � - - -. - - , I ��= �11111111-�,:��,;��- I - -- - - r i � it - i I E - I - i - I I I � � . A �� � I � :I 11 � T I 1, ; � �; � � -1;� , l ll�: i - iI -. - - I ��-- �E 'I -- � - ',I � ---- I 11-1 i � ," - f I 1, - � � I - �q� 'i , � � - i - millimillilluillmr-f - � I 1! I 5 I 6 p i � r I � � i I I I " I �� - - ! 1, -L I .-- ,I�� 1 --- - - - � � - i , ilz ,& i - �Xlnl:O��:V - r� 1, � � i �, - �1 � - - � r � � i T � - - I 11 I � �I� u ��� I - l -S -- I - E T I . , L'i".j1�1�L."i-,"',- A� � 61I,''i iii ­ I I i - : - � I I I . 1: - r . I - - - - - - - - �_�Iilp ml , ,� ­ - -- � ': � �::;�� - .1 , - !I : I -5' ,, 1�2- .1 ir � ."­­' I - � �. I i � I � ,I ,� 11 I i , c - r I , r - � , ilw i— �-- � .- -I � �� ,�, h I k T�,RlitlfjM ��W A L -1 � I— 1 N-- � ­ -'­",,,'�L�, - - -- -- I ,, I I !r l� _ I j: l , �Ll I � � %I;��'T'�,L I , � ji I 11��Ilil�!� I - � - -- � I L f 7i.77-111II-i I I � � — �- � ii �­ -- ---- --- i -- p -- - � - - - - � rff�g . . - - --- �E - L I L - � = I, � ,I � - iE I 4 � 11 1, 5 - I 111i'lLItr, , . z w4 � "Ir r I -!�,A I--'-,- i � -,� ,_ = I . , . - - ­ - --- - --- - -- - - . 14O� �U �' I � ­ 11 , - . � � E - - - r E --- . - - "I l I I .--- ' r i m=�tl jl� r � V - --- - -- �� - � - � � L I � � � � � g � - I a z � IN ! � , " '"! I "' � �E I . . - I , I - - - - - � t � � � � - - = -- - - , ; , - . I a - 3 � L I _ I � - � � !; � - - � L _ __ ­- - I - - - - � - - - , - ­ -- I 4 ii, � -- ,�-, � -� L I i � :' -, !:�Ia � I I - I � ­ ��- . �� I,-,; . --- - -- - �- - --- 4,�,Ez�KVNLIW - - - I - - �, I 5, I ,F ,,, ALURRAII&AN — �1-, -- --� - . k . R . Alff Vy,QlO��,� JFPM � - .1; � I --- - . I - L �10XK�; O,O,-��--'J' lRe'lig'k � ��Q L i I- I . -L 5 -'- I ­ - j - F I- I; z .-Z!,N� I - _­L­.j,p_ �.I,Nl , . � - - - 1: I :- 7 � r � -lil , 'j�w e,�.�, I-- � . - - I . - I 1:;iNwO.qrl% 4N­�I�l � -- -- I� --Ibl Ti4i"I", , iid�iNwv-,K-,--p�--, ?- - - - . � . --.-- -. - . -- ----.-- � � .. - -- - - --- iO, - � ' - - � � � -- - � � -- r . . � � � �, r­­ � ­- . ­ , ­ ­- - � . ­­­­.", ­­ ­ � , � � - - - 11; " "i I , t � � �� �-Ir %� '_-L.,!i"li - . � �,N, ,r"- , �4 om ��- � - - � � � . I I � - - - '; ,:I, "I ,,,,,0�1 " " i: i -- - � - - -- - I�z �,!! P, ,, , 11 I i - - - �� I � - ,r 1�- t � I - " - - - - - � � � - - = - - -- I - � L � 11 - � RAI - - I, " � i .ruva jlZA Ni '4/4 - � AE 1� � -�� - -1 � - - -- - - , -f"2 [ , - -- I � z Millit, -r ip, "' T� I I � 1 - I I I I - I I i� - : .5 I �� � , I �- , - 1, I � � - i � , - � - ION I ,;�N' ! 81 I - I . I -- - - - L �, I , i : � .-- I - � ROO: � � - � - .-- ; - �-"� - -- �� I - - --'--L � � �� -- . - .. . - , if ,�� - - r . 3 , ; - I - j 11 , - = -- c- - - � � W � - � -- � --- -- � - � � -I " I I I - .1-1 I -- - - -___-, __-_____r - � - � - � I . 1 4� - - � �, -, I , i � - - --- - - - - - i I I f ---- �Il, -,I , Ili, 7 za ii Pill r O 11 I I - I - - -- - � -- t 0 I I �, -- ' --- --- I r ----- , � ff ; ,,,, . � 'I "Ll"", � L - � I � - - � � ' -- - - �: :� ����� � � ! . I � I � � � �� ,� ��������!��!L� F :��:�:` , � .� ` �::-��!!:�!�4! ��; , "' I � I ,� � I " � � - - L --- � - - L � � . � - 3 1, , , , I I i i I �, : � : 1 : r i � � I I - - , 5 � - , ;I ,,i :! - I � 7 I n :%il w,it,11 � i ! t I .11 I � I I �1, I - � I - - r­ �­ " !Ili , I -114, 21 1 :Ill - � I I, " , �! I , I i � , , � �'_-- ,Z! I . k sl- :1 , I - x : 11, � � :1 � , I :1 � I 1; � r _ _ -�X . I A ; � I il- I - r , I I � I I . I � I I � 1 I I I r ; . I I : I I I I I � I I 1 I � I I � I I � I ::,I � I � 1: � . I � r �- - �: . - - I I - 4 :� I I - t I I I � � I I I I i� I 1, I 1 7 \ I r; I I ! A � 1 5 � � I I � I � I i I I � - � . I I I I . � I � I I I A I : I � ! I I I I I : I I � � . - - - - -- -- --- , I, I -- �- -- ------ � � I - - - �- � I �� I -- - - ---- r I 1. - � � --- - - ---, -- I - - "." , �', � � I I, 1: I � I _ -- - I -- 1 � � I 7, 1 111- i I � 1 ­ r­ ____ 5 _ ------- L - � - � Lill' I . I'l �� :,::,I 'i 11: � F I : I I � I I � I I i�: ! � :: I I i --L-jl ! - �, I I - -] ! - I l'. � f z - � r - - � - � L I I I I I � I � ­ � -- I T ' - I � : � � r - � : - � I I � � I 1 ! r " ` � � I �, I E I - F I � i i - I r , r Ir 1. -- - - - Il :� ,I I �� ,O - � - - - , "' � II P-I�, I l'- I'O�L i ;�4O,y I, I -- - ,� I � 1 , - ,� , T I I . ! I i, I . � I � I :: I . I :� ; I - - - - 5 � - - U- I - - - - - - - - - �-- � � - Nkl� 1 1 � - � , e �-� �g I 1 . � I � � L 'I , i I I 1 I 1, 111110�. 9�Nvl_, I F5 �� ill � wmli� - �� I � : - -- - � - � I� Ni I; i I I, I� 111, IW�F f4Nil:: I 1 � r� � . , I � � � 1 � 7 I I - - 1 � I , I I I � I I I - I I I L I � , �. I gl;;�-:i . ll;�� Na li;t5 1 I F - �- - - l - j F . I � i r I i - I - - - L � � � = - - I - - - 11 L - :, I I - - � I . - ; I �! �- 1� �l I . -1 e,%,��V:V` - -- - � 1 7 � � � , IN "'I 7 I � -- - , . I , ---- ", , - - - . - - - - - � -- - — L, � - I a - -- -- - . - - - ��"--II�14­ - ­ , --- N 49� - - �� w ; -- - - - � ; 1 1 � � 9 �? � � . - � � � = - r - r � I I - - - I � - - - - 70 T � - L � - , , I - 'd I � I L ,4 1: "I � i , I - � I I I �, I I ! � :, � � � -41i, , . I I � I : - 1 I �� I --- - - - . - � - - - - .- �-- - , - - - I � 11 , � I I I - I , , � I -1 - - � �� , ", � ­­ - - ' --­'.­11,--- - - � � - - I � . r - - - -----�- L 'i -- -' " � -,V�- , , � ��i r - - - - _ .!:, � � � � - -.- - - . � - - � - � , , r - --- . , : I I - ��( - T - � - - - -? , --- I � I :1 I � . " T i ;: . I = E _ � ,,', : - � �� I I I r I I 11 I � I 1, I i ,� � , -- - I ,k� I'l O I � ---- -- . --.I- - � - - �� I � I �-Tpv - �­ - - -- t- � -� - � I -- - �-- �-- - - - - - - - - - . � . q - !, .--- 7 ii, -�� I.- - -- a� :r - I, I I� Ill � n?i�7,-M� L 11 ,,, I'� ,l -:��' , � � L I � - L � - - - - - - - --- ! I � � I !Ew� 77?Y� R I - - - - - - - - � . � : - � I I I i ! I : � I 1 i I I � I - - - - -- I ��t! � - - � - " �, . ki, io I 7 � - - I - , z - �:,� �� I -,i'� � Ill I . .. - - - - � -- F� - � - �� ;,:�I�:l , � :� �, 1, "::I 1,� - i - - - r - ,, Nj l , il ill 1: lill" I x , I , � � :: ai � �,, � � F : , ,� � - I � , l i I r : T� � 11 J � ! I i I � I I - I � � I I : I I I I ! I I i � 4 7 4 � I . �, , � : I *'. L, �" ,, I - I I I I ! I I I , : I I I I : I I I "I'll �- �- �,-' � - � ` ill� I I - - - - . L �11 - - '­ , I - - - - : I L i�l I .4 � � .-N-1. , ` 12O � � - O 1 - : � T � ,,:M �:'�7,7,'- .21 I �!Iiv� I I : I l , ,I I � I : 1 �, :I l � '111 � � � � - - = - T I - - � �1' APPUCABLE 'w - �i 551 A I DOP- WAIL �: Kr. �-; - -- - - - - , �� �� : �1<76V,A ------- ;� - �-E y - -- -- 'T , -7-� � ll Lr:QDR , -ii. !AjMXMLL jil I �=., puLL 2�'� �! I I I � !! p r i - - - - I 1 - 1;�N7, I, 11 , � � L, Irl:O i , ,1!1, I 1 � "I ! I T "� -': q, , I "i - 1 , l , ! : I � � � - � , -1 -t- -ALL '041IN-01i � --- O�Jll till'i, , �� --- -ghM)ll�-- .� � .Mi)'�I�NIJP��4 L _ ,',,,�j i,jl,1 ,, ,4 . i I I - F - - J, - I - - - . - m ( � j , , Ora f�, � !I I � I I I 1 I ;� ; i :1 I I I I : : i I l W ,k,l I; -: I �, p ! � � VO�� Ii '- : I I r - QLSIGKYRUN� ,P Ali ,l L - -ill , . A- A - � La�� MR - �- - � 1 - 1 �zp - m?MMIM: � I 1'�145� GIN � P: L'I'MillpF RAI � - -Am Oull ��r NVITI IR " 11M I- - -- ----- -- V �j I 1: -O-iz I - - ON ONI I T, r - - �r - .l.: i . r I I � �- . jl� I � - � — ,- il;��-�Nwlliwl , ,, 4 , � I 1, � I I -- . � ,: � I �� i,, I � I - - -- -- - - - -�� � � �16_1$14)11 L Uj JL.Nt � t �-�, f- 5- EIRLIL"I'Ll- -1�4151ESFQNB-!V�: MMURQM 0, a MAM,m ZAKLICOC I�L 1� I; I Lill � -1- I J',53, LIN WNOI NN:�L ,ii I - - .1 UrNiO Up"011 � - ��- - - - - - - � - -- - - - - - ------ - . i il� 1 � i - - LA-K Q8.5 ARM= - -- 5f -� - - 5 - i � I _ O1'!1:,v-1%l.A O l � F L 2 - - - - 4 ,, , A bi wit, 20,114, �V� -I 1 �- - I -- � � - I A — Vm-� i = A -;NL?lv�, . I- Ilk �!ag.,.,�,�:1.�,��tkQ,rq;IL,��A�."g��lI !Z- -:Olr,�� � '11, il&,-�Qlu: FF il 1 11 Il&, �� ",,:< � 1 'I'Nlij,�ji!l', '':!'' O'jjl�,:jN I - L - - , - � - - -- - ,[ � � � !N - Amnp�ilr � �� -----gLMRJU �"!'::.V � � -Irkill I �� -- L'" - - -- -- L-­-------.-­­-.--­ i I I !: 1: i � r I I . I! ` I I 1� I 11: 10-0111 i Ol Hill i" l " :�, �-i �)--rl �-111 . 11 ! - r � -"4 � � �A�­ IN� � [L - - - - - �� - % - , � . - 1"­­­ I" � - . � ��', I— , � -- it - - --- , ,,, Lr,. 1� � � - � -- - � !,, � �W,�� ­ � : I I 7 IP � I, I 1: I - - I ,�,Ildi Nji 'IT!",11A j'q i�, '�: pr,r r r �k- �fi - � N �� ,�I� I - �r I - �� C L,� -��7� ilill"Cli'l I I � I: � - r ' - ----- � ­ ­­ ­ - , �, ,�­­--- ­- a - - -- - - � - ... 1� lll�1�1:1111' ---- -- 2 11 --- - - - � . r . � . � . I - L I . r � '' , I l, ,, , ". I I� � - - - .- �-,O�--- � . , " , I N, � K,,0.,1N �A,i: �l' � I ­ � , � I! L � ... , V , �� li� --..---.--,.I l,,-------j 1 I -- - � ', �,Ill -_- L - -. -� � , _ - - - � - �� -� � - - � - - - r, -- �� � -� "N"o, �w�-�� " �- t -_-7 - - - - I - -- - --- I 'r,"� - 7 . . 11 ill 1: !I , - ---- - -- - --- � - 11 SU ­ I "i .... . ­ �r ... -- - - 11 I r-1— -- - - - � , -1 . -- - -� � � I , I � -- � ll� - � - - I I I �l �� I - - F - � i - i� - � r --- �- II � - - - - - - - i � �' - ---- - : I, ;Ili: :i � ;�Nl: ji� - I`O�L� � - � �-- I, = �-,�� , - - -- L --' . - - - --- L - I " , , , - r 1: IF �,� . L � I m � .L � - V- - � �, �, - --- --- - i----- -- - E i � � - -- - - I -- i - -- OPTION I -- FOR Ill IIIAffj,]� _:l �_ -- � - ­ _ r - � . I, - - -- -- - - -- � NA` A IF' r �- - - - - jjj,Q,NM � -- I I .1 5 � ,r I �--- - - - -2- - I � I -r-� I i � L� I ---- -- ". I . � I - I R �-q f N .- - , � it 1- . - I I ­ . ---- -- , - - ---------- - - � - "'- , p - 3 � � � , I, ,I ii, I ,,- f e,w �i ''i I : ,I il, I'l I, I I I: I I:,"I , "I �- T � - - �� 1, � 11 1, � �l - - �� �, NN �lO ill lh��!, IO� ­ -- -- ,-, , I 11N, "I'll .0,1,.�,,, 1:i1A DOI �-- - 1 E 2 � - - - - - -- -- - UAN . O -,Lll� I � a- -- - - - , - - --- , - ��A­---- � - � - � , FAKU_:J2 -," _, I - I1,1;1 11��l 1E, I -- - - � -� � � -1 iO - - � i M "I ill � L-lr�' I - - - �, = - , �, ,, I . I i - - - I, - r -- - ------- - �T- I - I . ;� - �ll - 'PlIj ,- �w ,� I 1,� i" i L L - T - - � - " � - � - - ��, - - I " ply�,�l � ��il ' - - - - � - - � I --T -� I -& I . . - -- � 'IF" I ... W: "I". - .M�I!'Ll 1: 'ItIlP 1�:: I,,2�.,I,I, III !I ,,I III, .I I. - � - - 1, 11 ", 11 I11,; - I - -,IN - 11 ": � i", 11"ll, jl�� ijl�lpj:llhl:'� 'T, O� .: , - - ; � - - �, !,- "I r I - - � �L "I ', . � �� -_ - -- , � I , ,:" . r � � I . ill, � Tl�,�O I'*' r -, -- . ',-i � � 1 1 � I4 --­� LEEAEI ,O-iii:! - -LLL-- ---- - -_ -- ' . - -,- - ", F r­ - ---------- - - � , � L - - .1 � - t I - - � � �;. I _1, I ' I,, :: I � I - , --- -- - ---- ----- - ; -O-.�- - -A - L , ! � � ,,I , � " I I ,_Jj�, ­­L� �': �,i W', i I'li � ,ii I I i i - , -- - i -, � -� '5� I�,, I � � -� 1! 5 � 'Ir"t, � E WALL 40UH 11filk �i��!��l,��li','.iiii6�ilh�A�,,,Q:m MUL-Aftv"f -B � Zi� SA! H, ,'� LMC� . I I WON ,A-7-aAL �, - ,I� - - - - - I L� - -- T' . = I , -1 � - I - - - . r � - .", - - 1 � - � - - - - � . .L r i, I �1 � � I F 5 �i - � I 11 I IF � I - I I � i - - - - ------- � r -- - 1_ I , � !� r�� ��� ��l��'.4 �� I - - � . � - . . --- - � - - , I , � I � � I � ;-­,rg" "', jj I il I, 0 , "L I L ,Nh =��Oi-z -.�� Oi � I ­1 j - - - ji I - � - I � -1 I. ,'I'� . I � 11 �j4��IINL � —1 ff _',111 -�--­­-�­­­ �11� -� - � . � _ - . :1 , - .� I ­ �� I 1. - -111111111111�1 � I -1­,,,`.rr1 L --- -- �- - , - - I I i lr­'�j , �,l- . - � - I I, -- I I- - L , � - � - _��I�, , _ � � _ I_, � ----- I -j � Ol -'� -:1 li � 0. Nil I ­ � � .�� � - I � � I,! � � ­,� I - -- -- � : a , - - - - , � - , . ,, r i L - I I -- � � ,, � - � , � I ,I . - . %,� 4t:��L�� - - � : � � 1 4 I � :111IX13,O-w 111,lllll� 11INI1:l,,,!: ,A,'!!�ll�:,I�Rl��,!1;1:11!9:1!!!:�,..I Z,4WA �lr.,A�,iii,�,,�i�il:l,���,11�,,���lI I _- - r ­�� jp � _ -- ----- i� - -`-7 ,, 1= . - 1-� 7 7l ,7�,: - - i - - - -- ---'-I--,- - it I - - - - I - - - - -----�- � - - -- - :� - I - � - I �� � - - lill- - - - - � ­ - 1 !I,' 5 � � � "ll L� � L , ­­­ - ­- ", r, ­r, ­­­­ � 7,1--- --- -- i - ,I L it � - ---- - --7- � -- - I I F - - � - - ' I I � � �, ,I � _ ----- - - _ - __ -- L- - - t - - - I i I � L� -.:� r , , ` I, :u V,,� I!16 11i l,OZA':i !, ,V: 01i O4O1 NkOr- �i:- "i "'I" - '*'� � , ,r I -L 1 � F � � I -,=,= 2 , I - . --- - L;= � �.t , --- m - - - - L - � -- -- , � - I . I - : Ii � � L r.". �Z lal��q , ­­ �� al - � - r � , L. ��! A,F � I rs- 1 , " I 'i'll. I 11 " f . wil --- I � 1 M�MA t; om MMOQ I I - I � , ,I Ol , , � i:l � -� rF� �; ,,:l ­ :- I -- ��;L " ­ " 7 -: T - - - . I � I 1 �� � � � �14f� �!g, tk�111 .1 R Ir v jlij- �� I � . I , F - �� �, �,- - , I YO,��,�, I ,r zi,.- &: �! l 1"ON; li, L I �� I -, - - -- - - j ' ' � - '--'--­-­---­ 11 -­-- -­1 ­ ­N� --L- . - -- --- , I I � I I 11 , 'i 9 - I, I i p I !;a NO , WIPINI'l, I,N :1 qNO":!i �l lilt .1, 1� I � i I 1� - - - - -fi-i-i-11"ll-I ll,'V� `1`1= --� -,�, �- - �, -- - --- � - � - --- ---I - 5 � =- � ; �,Flfi - � I I � � . � , I � - - � , I:r I � L � --i :T - -1 I -- � - - --� -- - -- I - I - S EC TIOR-8 ir 'Re i I : I � - - 1- pm=m � b - I r, - �� . � - - - .-- --- --- - - - -- I -- - - - I -- I I --- � �T � � � I , - - I � -- -1 �, �, :,",�� F � � --��p - � I - , �-ill.j,ig,", i i I I 6 . I - - � T . f 1� I I I - - - - I - , :! 7 L - ' ;--, - , I �r, 7�*Ql - - �: ll� , ll ill :11i" MINA 1� i N� i ill �Nl:li , 11 illill I � � i !11!1[ 111 �� I 11hill, l i 11111I ,IPO11,111111111, 11111111N ,�1111, _r ,,"I I! l i"r,ill"'15 � : I � i �il - ��T; I - T� - - 1 - ll� � - ---- - 11 i I lo '� �iO i � - i - ,.-:N� , � ,-.� �_� -- - -- - - 11 I I � - - - - r ij - ----- -, � ;I L i I il - " I � -� --- ,:,,� �� l I, li I� I'L t', j'4,,jl ... . I ... ­r"­J-1`1��-­%­-, --11---- ,.------- --- I � llp�_,3-.91 - . i ,� -,�-� ­- � --- - , I I, I, ,, , � - - � L, . I 1, I � - - - - - -- -1 - , I - - - I % , I 11 , - '! tl��' � , � , L � - -�' ,-�L, I I :� � 1i it! wlil JiiliZ: illf!Ol .... it"W" t,,i N1111,11"I'm! O4 N11[ 0OVIWO,il: illo Q�J,N vji!--"�N �I�Hjl'h , � ll il I l!O '11A 011ii O-mU i INO5 I Ajami � �� 11 � 1111"Ni0"',", lill LNI No�llj� l I k j e,p I %, , � i � i I � - , -- �;�,, , , , , - � - - -- � - - --- ilj � �! 1 - i , �,I r . -, - - ---- - -- I, , � j -- - - I - L-� 2K . �� -,I I ,- � I - -- -- - � � I � - - , � � �� � , ", - , - -7-, --- _t_ -- 1-- - � � - . - - - 7 � L�% - % , - - - � � � � - � � -**wwqp�A� tt -A�"- �--ml� .. - kil ,, , -- ,�- - ��- I .,�g,:A,�Nl�._',--,,�, ,,�,,S, - . ,� � , , I . -% i � 4�1 ,�, � I " � - � - � I 11 - - - -- � i .�, 1� - . ,� ��L � 5 � I i � - . � �A - , . ,r � I ��r _ � � � j; , ­ ��4&�l I, 1:1 i, I ­ . � ��,,I: I im'!, 1 i ,,, $ - el, III, - ,�� . O", OtPiso -� 4' q �, ,O�, I'l, , : p _ , .. � -1- I I I L - - ----- 1� I � li! I ll I :!: 1! I 1" 1, i'll [ il� I -- � 1-11, -- -- L� -- -- - - � �� - - � - ii : . N IN. I .1 -. - i: - - -- - 1! . - - - - � ,�� � -M - - - - -- - - -- s - - - --�-,­,� - ` �� � - . .. � ....... . I l.l--­--_-L�!Li!211' PuIl)L0qrNl,4 I lH"g- V--ii ".-'-l- 2,I-)l � i . � i . � j il � i � -N I . � - - � 1: = , , A - -- - - - - -- = - --- - - -1 - � E - �- I - - �, i "; , - - j O�-!- - I � - -1� , I': ... I 1 , � " - :- ------'--l-- .- - � - cu�,,�,%Olm Mumtolic ­ � �� k - �F. Z.", ,4 ,__..___tq - - -- - - ----- -- - -- --- ' ' I. '�t:�' - � � � -- - - � i -- �- �� �� - - - i - -- -- -5 �� � - - - - � cu i 'r,�X � �N L I � 6',Ol- t� - �� - �,- � � . IN i1i � , � vx., r 1k, i - - r � -- .I , Ol 11: I - r . - - � a "tic 04volivnia "ful , _-c ill --- - - � - --- - - . . -- -1 . r L ­­­­---..-'­ ..----- - i I - L I - I I . � r - O-1.1-1 -1 -.1 I I I -- - �] - - - - , --.- . - -- � � - -- - � E ` '� I ] L­�Ll"­! - - I J, N::lO , i;r I,:: IN - - , 4 : I % ,, , �, k � � � - - -- - - -- - I -- I , llouq0l�, ,I�Ol ir I �� � -- - IT � L - - - I � - - -- 'L . - "-I-- -- I ----- �- !��f 'i - . - - - I�INIM,-Awq)INNN i,jr lr,-90,6j�,5,7 �lg 11:1:1 . i NO, �i Nv� f I t T. A.lit,Nl I �� -- ,',,.:I !'I 4�1 l .4�44' -- -- r - -­­,C_ , ;, ,� ­ � -- T ­ � -� - - � - -- - I ll� I — I T--F - - ­1 �- . A, AL MAI m Ut-� �'�' t,�,,ItN, 1 � � -- - --��k:O��t= - ---,I F10, -%, - �Ik,'�"O`-'� � -, � � ". NNI IN I - � Mill PODTEC,T*W PftQDUCTS, - . I � - - �' -,, -- - JO O�A lNVfl`.t " N-1i *�� ft, W -;� I ;I iw llli��*-- �.� -'L ,�- , - , - j$j�__ _1, ,A�A�* Q� ;__, ]"I �. �'r,'� ". 4�, �, � All- - 5 - E pL Eco,., NI . r . I NW,I: ,lil Ili 11,111,1, r - --- , 'I! � - .7 �'?,i-,mw I . I , L !E C 01 � mc: I NNIN100 I,, N11:10, I! - - �l , 1� I ilci � ­ ' � �� -- ­ - - - - - - � � - - --- -- � ll� - �� � � - !7�� -- 'g �� ' � ' �,� � ii�` �', Z, �, � , I �, p. ;1, - -If- �' '�� , = - 0-A- -- 0 iil`-�Z I , --- qr, , I ,I's , I, 11 I! I .1 , "Mm. � lil )� lir�wv-w-IN--1 irltli��, i Mild 11 INI'llim, � ��.I, il'i IIIIINIIIN, I z � . '-! * i* A � tN5tML' I � I iiiiiii", 4 -�,�` 6 .1,-i ,:l i -I 1',;-:o�m�� li: llij�ilw,I�N- �! 1 -� , �, � - - � - - - - I � N1 - 2 I O- 'X711 1-1lid, ,"I"AIN, "011t 4rN. ,.IFI[�:IINN� O,, - [L t �!� I i lill, nk,,T.�k! ��, ",� f �, I 4 I Ak� 411� Y41AN:1 S , lr-, J I -.11iiiii N,�%N�,� I M,10'k�tl-" I 1111. �� I, 1. 11 - -.- : 'I I -AN,101d.; INII I ", -- N' N� NI � ii N, � " , , 1 -11,ii-z � 1, 11',��- ... 11 ... r .. , 11 ''" . !'I��,��l�������,��l:,,��,�!���I � � - ;�. ,�� ,� J�� � -NIN ... . I 11. .1 n1l., - 1.11 , . -­ � .. - , -irn -, - JAZt- 1, - � � -- - 2- - 1m , - - V No ,� 'N ,�l .i,�, Z ... -. - - - - - -- - - � I - - �- FL - . � I c - - , -, , � � � -��, � - - - .... , - -- � � . - � :1 - , L - =%Zn�- '-�I�',�'r- --;=, ..I.- � --- -� --­ � ' ' ------ - --- qwd,�,":[14.�1111 It - '1w,% '-Ja,�A�=J'"-- ;7l;.- , i - � - , � � -L-1- -L � . �71 -1."'ll" ... .. . I Oil I I I - � � � I I -., . , I - , , . � , , , , , , , ' L � - -- - - -- - - -- �- - - � 'I � ­4 � I I --- - - " , - --1 ­ jr �� -_, ,, , I, i I ,� , � = - I - - � , - - -- - �- i - r F - � I 11 all: P I - ... L---'-'-I," "' ' �,���.'--"'��"'�-'--'�-L---"�LLL-'�--.---.--L. ...... � ­-- ­ -111. .---11-----. - - --- ---, - , I'- I I - ,", ­ , I .1 I "I I , I5 -- 115 � -111-1 I '4�- 11 I ,! ,"r� i"­- ­ - , � , � L r- --- , - i u",$TAuNA3.1Q,S _UIA&5, , ro MU o? - � - IE III 11 "i � , Fli'r I- I � - -iik dit" -, - �- � � � ,--y �t�, - -- - �---- ,� I -��. �,I*l j, � � �� - Il � ��Il N11101! I � 'L�,�,.� I � - _ r � -, � �- - I I . '�11��W L �' - T1 - - - � I L :!I I �I �� � . I ,.-Y O , i 1 ' �"Ot6 r . - - , , !&. L I h 0 -- �� --- � i z ,: :: ;: I : :I ,ii I O0 � I - I � i - L � yl� T � - I I!: l - - I ��- F -I F-79 pli---- � ! [ I it 1, I �0: '!�, I . �J . . . ... . ��I,m -- - �- - - � I 11 � I �� � - I I 'i, . �L 1� - 7777:�i E . L - - - - -� - .--- III i- i , I ,, , !� I �i �, I - �L , - I p 1IN � I , 0.�Jl� . 4 . �- 9 j z , , , I ­1 11 IL ­ ­7- �1 --r � - - I - � A` t6m , ] , � -- I- : , 44! 5 likiii, N, ,,I I. .i 4 - = - 7 i � - - - 1 r t - - - zmm�z i _ �., , 'L 8, L ' i ,,[ I --lim, 'f�e - - - - 1- U � ., - I I'! 1 7 " � I I I i I I., I , I'l r I I R - . - -- - : ; � � l - - - - NOOl�f-";- 1 -� �� r? " " - . " � rw , � � - -- 4! i � - IN I - � - - - , - . - - Lr � - - - if 7 . i �: I - I .I . 1 I � I . J � � E g �L ,I , ,� �� � I N,,; 1INI': � O L I I I , 11 , I - � I I � I - -� I � � I ,I , i N T � ,v N 1,1 � 1. . �. 11 I 4 I O, i; Al �, , ,Il�:' - - - - = - - - - - - - -- -- - � � - T - � - T � r: � I I I - - , i 4 � , 'I , ,- � - p . - i s - - - - - - - � - � I I 4'�.' 4',,".-,W1 rl,#ft 1 , � r � I kv, Ng wx i Ill I ! 1101��Ol �41�,-Q V I Pill! Iftil"IN � Xi 1 � r-: �I, �:: t V� � !I I i � , 1 `-n�,[,) pclv'--�- ml� . . � , � i 1 W11,101111IN", ,�t O,,,Iiml� I = i - - - - � y � - a - - E p = - - - . . Lk - 1 I! !I ,,li I 'i :IN A1 o , a i R � I �- I--', - - � - - I I � I I i � - , I z I;3� -awTil- p! Ecil!"ll-FRING . � -- . - - -- - � � L. - --- - � �� :L U - - � I - r- - 5 ri, f , ": � F� �� rpl� Vilhi'Tk �� - - = & � - � - - i, - - wit � UWE ow I 4NtAA=J1 --- �. - � , - - - - - - - - =f rM�I-�NT -' '#1 UQUICIP5 M450LAOAtRPL - -- - I ' ' 'AL Ai � - 14VAILATII0 1XRM.rMQ%l I' 1, U Iff - - � � � --........ � �iiA6Et� ��I, . . .'.-fil' I, ,"i, 11, � XFV­ � ,-w � , ­­­-,--­--­­­-. -­- : !I 1011M �Iijl- I R-4 W AD Al"v-1 JUB ,lc&.,-�l�.,.-EO,�,,��'finilL�,,�"'��A�-��lY�, ATM, FANEL,111:541-k - � -- - ---. , ,, , r �, - - - -- � � - - i , I .I I I - � 7 J7� miW911pi, 1*47-0 EXISING WOOD STRUCIM"I 1 4 �� r � . --- S� = I i - �- �- - � Op,0 r ! - . i � . - - R - , ". - - . i I I I --- - - -- - - -- - - - 14-- ­­" "A � L Ir ,� IF � - � I , - - � J��, I.11 ll � I E . = E i i - MlAdli�:� �: � I a E - � . - , - I � I - � I :� f I = - � -r 1 t - , 9 � I ll " �, � I U T 1 1 1 1 I ;: I . 'r ­!: 1: I I � � � � . I � � -I I I -"' ­-­ -1 I f 1 i � � � - L, - I I - � ` , . hi ,� I - I - � - E - � - . -,- I - L��, �. , � - = . - - _ _ _­ L T -- - — � nf% - �� 9 - - � -- � . I r- - — wt, T L l: I ! 'Xialigmu*ff i ,; -malimaggliNN "J", , il � T, 1, I Zo .1 I -��-., , I O � -- - `( 'I t i I r A : e I � ��---- - - ---- -- [ - . - ---, E -- - - I - � C Im �� -��,.� I 1 No- c -1 - . - - - - =1��, I . � L �l I � � - - - - - . -- - - l!: 1 ,,�O, I .1 ,,I i I, v --- -- -- -- r---- - - , W.I iQ 1� -- , r. I �� i Ol � t a - t.., .- � I ,r - I !�IZ,i :!I� 0 `iwy� ill lirtual Revi. � V- . - - PUMP VE- I &-T'KRKkT1y,fi ... . - 21 118ns Revi,l ,,r,ple I ssist, Inc. r , � - -- - � i - ­ - for to d lj�d - � � E !�%- & �­ -j%r,�7:x! � - --- — � comPlian I and appr t .4. - - �� - i ; - -�,� � Ill, -*1 � ce W'th the 20 1 1 E I by Debra Anne Kla 20 FOC 7th = - -- �--V--- l 1 �� I i! - r PX23algi Edition -- - - - � - �r- v — `V�- . - I - 9 - - - 11:-A!� � t - -- : rn!!]!7� . 1 7 L iT- � - � I: I . - L I � - � I p - ­ I r I I - . I c -, � , � - � - ��V il , -4'' I i1r, . r . - 710��---- � - , L : I � , , i 1 � 1 714 i �fi�lno&g�- a � , ­1 --A � � � Ni it 9 � - *� 9 L I I - I i I - . . , - i � 11 �, I I -N, : I 'I Q� Z� Of i - r I � '! - L� I � I, T � F t I � - - �j if I I -ii, �� , I� , , F � 1: L - L - : - f "I - - � L - — I 11: N' i � - E I i ` - -i I [ , iir I . - --- - � - - --- � �i I I -- - I - � � I 11 11 I � � L 'ITERMPME2 4 1 i 'I I 0 �, r', � - ALIERNAME-1-3e A . -_ - - l . -- -- I i,�'. IAO jjN:iNj, ON 0 L I _ , el � ,,,,,I,, - Ni �-do,lllm:�. 0qiOmN6,-, g. ll� � --�A,X` rl:W� O�- lill N = � I ­ yO,r, 11 � , L . , - - � -`%l - --- - - I - - � j � Lm �- -- F ,� � L AUEWAT I WM� rRA P- _Lillf- _ _A I C , _N1_ LC �Al ll iilil�� � , I � i'� �7 I I.15 � � - - ,i� - �T� F i Ill VII: T'llAii ."Kii � ii - I MA-M .11112, IINI"N­N�,, w", I -­,!­�� "I"I'livib'NiAl" W-1 LL��� 1WALLAMN Oil 'M1i.1-,S%, N- A � �-, 1� � -- - -%% AMR11AT-M , ,NV,,,,,.-,'1,,1 r - : � 1, k wil Ale -- f I. '01 I , - �L I-mi, 9VIONM - I- �, rig. I "CM M,-O viiiii Kill zii�il !� ,: R.'"Ir � --4,------- ---1-I----w­—,.—,; �—� , . -- r==--, - �. L, c i � R NNIIINN lift'll vi, � 20 44"x rAvitawn"l Mr, $Mw A&WL - - �� Ni � - I - - - E - -- i � -- - - � . �� �= I-" Or i,� i , ­ -- L I - � -- -- - — - �� 5 - - Zk W11 1,14 "ll � I ,,.-,r I �WL -��- ill Z�E � � I'll V'A �F-11-:;� � ' � � : ��O" , " - I 'Np�: �� -Olj� "'I L RIME pr NA L 3� r, N , IJO N:1 - - - - - - ­­ I—— = 7 � .�f� il� - ��m - - - f-0 IF c 0 - ,,I 011 � - - - , I , III mr:,� -I& I- - ,� I �& ii . r W �- -- �-i I - I " - � , . - -I i i "I'll 1 �, Ili L� I CINIGH in I � �c -, ; � "I ������ !!!!!! l Ri 4 LLL � - ,I I - I 4! I � - - -- i t-,"' �� - - - � i - -- - � =il - - m �- � - - 1 � i �, 11 -1, � 11,111, I X., ',Migw� l� INI; 11 �` 1�-� I ��_ Zi ��," , �, -;i n,-,,,� OO O� � ir�� 11 `�<s �qhi - i - � "' -72i� � vim mmiv� - - �-- -�IL". � I ­�l .... I� ... ­2-1 ---------j "N', , ILL � I - � � L � -� j---z-- �= -- .1 � - - -- '- -�- - .- ­-- �-- ��T p �- � - - - - --- - -- -� � -- -1 r - ­ ��: - - F;;��F���� 1��� ��UIII� idill lIlN ll� F jli� = ill 17:!�rr�� " r ' O��;�� - � V,, -1 'i T!, �r ,",! ' ' ' ' "-- � L' � � - I - i i -- t �M" ml,�-J�O i --- 1- t � � W� Nls-,��)WVNPO I, S� - � � - I . � , - -­ -- ---- --- , . I 4 r I I I SHEET NO. ' SH lffil I - I I I V - - I I - -I- I t E . 9111 IiiiiiiiiiiiiiiitZI MAXIMVM.���'155VRL_W,M��, _AxD V, �a - - COMS Omm M"Pul., _�im1h__., KLQUE = � I I I'll Ili MUM A !, 0 I ____ ii P"J"Ill , , � -7., . � - - ____ - ___ --- � .. - I J, � __ ­­ -_- I II : - US- _1L I � S'Ll �,L,* PQ I I - , , � ,,,I- 5 I uv� � I- I - � � �� -- 2 . L. r, � � A I - LE, ,,,� , j - � -E " 1.1 - I,�* , � I TO �,,A`,�5 i ��t,L,�,'�,,�Iv,+, I . - . - � 1 " !'�� OL dL��V I ! 91-1--1--L'i4� ---,I 6, 8" �---,---���-.�-r�--,���,�,,�,�,���-,�� ­­­ ­­ ­- -- � ; ,Iyrdl, � I I . , - ---- f , i � ., � ,� ., . . .. ... .. . ... - - __ _­ 1-1. .J,I 0��".p, ��,_E� I � i ,,�d�M,Ll4l,-,, ij�l d"IL 'Cil-1-- - - __ d I � l�,, - � - 1 - L, L - - I - -- I I 1;i�__ .�� I I . 11 Lidi diliz I �dwk�� Ll , 11 ;I � I I . � , I .­ddII1d_=�_ - L I I�ldp I i � C- -:� 1 '41 W,l ,a d. DE lf,�Ll ,�,l 11 dir � ._t , 1 p4emp W_ � VIA,14 , L!!x­,,_ Ed­� ,-IF dv%� 1 � - I F ­ - j L�%Kw W"`L� A� F � � W_ SOLIALL; I ... . I d I �­_" _� � �_ p i - � � --- -A-.l. dk� I � I� MIr ,'�L - � , , � ­ , - - - I i vw:�, 'i 'CIE f- F ,EI lifid"I dii .E- �_ - Ed, ; � �r �_ , . , � � - - , L ­v u AEE __ - I _��, -­'­-, v"'li ,v� � L - - , , t V�'� I I ­ lm��­l _..-I ILI ldi_z_ RE � 1­M � �� � 0 "ll FI71,11-4 4. ­1 ,Z 11 - ,- I ,. :1, I :hI I I nl!n�:�­�l I I .11, "I ;­11­5 1 i_r�' �7��L � �I, ILLL. - ____ - �_ - � - 1� - � �� �' L i" :1; ­ :��- , -�� ­­'­­­- . It � r�' � Ed, ��, f .* *4 tV L '� m t . : � 4. E x - I - W_�T V . �a , 1. , . - IF li� ". - L ::I , �:�m d - , %f r��;� � E � � _- - - - � __ - - � --- - - - --- I � - - - - L - . - I - - AE� I ; j - E LAI �­ 410­�­A!,�­ 1 1 - - I - �_ - - �L_ I "OL b&A, 4k�:d,IA1ddI,df:ii Mill :1TWK �_ - 7 L I F � A ,­m� : - - I I-- ­_ -1 - - � . . I I � ____ - I __ - - - , 0 - - 01 - ,_ I L OX, 2 - � - - - " , Lig --r- ­___ , ILILu 1AII FIR kd" i _ � �il, "Eld.] A 11: I-L 4 f4p. � ! 'id!d " d� ddi'­ � " , ­ � ___ - __ P - , W_I�A�� 1 I5_ �_' ­ � I - � � I I,, � - -.A did"A" � �__ - ___ - - ___ - - L L , 0 ILA! - - - �..'L � I I, - - - - 1, � �.A��cA, ­� - - - __ __-_ �­_ �� � - L � i � ­­. . � �, I" I- � - - : I ,�� L�:� " l _:_�� ld­�:�` I I -- - - - - - ­ - i? L I �_n I I - I I � , . � , c _.d. -4 ... ......... . - .-Ld'.."dAdd I . ... .. ILI .... . . ­dl_ 7 _..�6i,_ .... dd d'd-,Hd ... I'd � dA d QdlI z I 11FE �W'Ely STO" PANEL SYSEM MTA -AU&M-T ks&fft 14''"If, ­ -EE - - . = = 1HiQj,)IA5T1K__T WEDL-C-ONIGIRVIE-ORAI01 Ll ____5TRuciuM - " ­­ � - W,CEI __ __ - I,, �­*W.l � - - ":E"cic = - i ,I il� i L7 ivw"WT "CLA415 IN:- " , � IIIII I'lxILIOCIT W'_�, - I ,�fli ,�LIILLI!kt. 1,6 I I 11 "I I�L I dill r t - j ql,rmx� i E%_ _�mff - I, r IC �! ,�: 1� 11 I- � - - - __ - = I i - - L L - 1 (1) (1) C_ W -M (1) 0 -0 > c) C- a C) Z3 (1) ,IL - (1) L­ n C_ _0 0 III C-1 0 I- t- m -0 n - M 11 (,-, (1) i U) a� - r- Q) -0 C) 0 ""O _0 . 0 OL = 5: = Oil -2 - M �.� � M A�Q -0 F= 0 Q) " (D 1 -,W- .S:,) - W M ,O,_ -M 4- b_ �E _C� ,� .!=_ U) < . 4 � - I - I I - � � A j f - 11 . " dd� -_-�L,� - I I � � ,I � �� - . I I � ir :1 �L I I � I VL%=. _� i . 'I, � I I A . I 11 9 I I . F �_ 1- - 1! � � I I - I � I I I 0! I � � Il � __ � � I I ,� I ,I _11--l- ­1 � � I - � I � I - I � � �, d k I- I�, III di .... = � I I - I r � I �71 � I "i * i . . - � I � = 11 i I 2 � I 11 � 11 �i 3 . i - �__ I I . T -�fg, � ��vm I � - �__ EET - - W --i I I 1. I � 4 �ld�_ ___ , f , - ­­!­Ldli,�­E, , - . "'I 'I " ", Lite I � � ip"- � � � �I �, , KL i Ad 10,1111i VAUOI did: kwd, � _vXj- -_�. 'Ile" 1�2&__, 1 ,,,� ,,, "� .1 ,& 5 `11 � ,,, PW 'I'Ed, d mil I�D�dl,, I -1 Flzuqll m�ALI I ,� COLI & rz� V� )E� 0 M�E � "",.",� -� .'Em. ] � q , W&I -t-w-Al ON I z � ,-"*LL-11*�-tt�&!RUI�ll-l�111*11, I I A-UMARI-Mill" III uln I I � v2ll , 1, m`E,A,1L1AAyl I �L- F �,,­�' :1 -L � � I I � L - - I L. ­­­­ -1 - .... ­1­­1 I , -.-, ­­ zf , � `!"Oppill I ' d 11" I41 1 �. A, `,;`�,d ," I f ;� -Wig ,� . .L t I_ I " " � �� I. _* - , F � 'diddill TVK' k E 'I " . :�: I li?d _ jjp��_ _!Rpi , �_ �Ili Vel'! A$ k ,� � !�S(i I ; : , _E� lr� ILILINIIIVL�A`Lt ,df� w= ___ _ � � - i= � ,� _ _ - � --m ­ I � - L -- L - '- - i I " I ml�di A .�__ ­ 4,.,:- r_i _� � , � I I�L sE - - - - Ill I'Llid,Ll - ___ � --- - - - - �_ � - - -, �E - tM L�' �A' - -_ ­ � I 1 _-EEEM � �� - - - - � - - � - -_ - - I I EE ­ - - - - - - - FECIMEA RUIMI �­, - - A mpmoppLiLl g - � i � - I - mildil I IlLit di F_ L_ - - - ---W-, - - =-, 1-1--l'Iddid.1.1- __ __ __A_­1_1.­'Td­ �_ � - -_ - - , � �T� !:�Z -w- Ldp�li Ill �i �Ll, - * ­ L� - if - _., � _ , I - - - r ­ � mEEE ___ ­ - - - � - + - z I f - - - . __ . � - � � ­ - LL��VA,�r _ � �- � - - __ __ . - � ­ �_ a W I - __ __ __ - , �� � 5IA�N [�,I _'dm �L r ;M ,WX "mApIll V M-,. Pilft VIRLim 1 � '"'Idi ,;�4_7, � �- � vE � 103i � AMK CA am 1:1 I a I Pliew i i 1 s- IIF � I � �� � . -1- , n' �,. !do 2, I - ''. .... __ .- �, - I . 11 -.1 I, 11 I ,� 1- I - --- - - 9 z : - 'PT LEA ­�j - i ,��l 6 ­­i A� i�t� LE - Add, . LLILI � ild T.IoI` L%'LLIEL; � 1� - . F A- , v,: � I � 5�" '"sip'li, �` " i ";,I� - ­ OYId, " � ,I, I I I UNI . fE �3 I I pict".7eE a . A - � AV - I. , - �� - ��­, I did,l "ELE i�_ - � ; - - L � . - __ - - - ­ ULUML PiRmaigIN Owl 2EE - -:L O�A 7� �­ - 2j7�� Eppliml � . . ­LF - � - I Ri u , , f0i �6 Iiiii , I 4i - I � - � - - ­- L ' , 2 ��l � ;'I , ,;� - - - � � I . - - �Am ��, , I il,d! �L , - - - ld� - __ - ­mEdj I 1 � i pligi "E - I �Zl` `Iii,4�a =frf­__ uu;�z mEE= - --- - - I - I I IiIg�li,f,'�wi , , g� , , .. A, Lqd� � - - - - - __ __ � --- - � E�_ ,I-,- 11 2g-, � Pig 1, d­.d1­d1­,,­ - - - __.III `4_11 i - i - ) ,A _. � ll� - - �- � - � �____, ___­, ,. , ­ L­ ­­­ ­.. ­­ - - = __ - "id, L - _� - � ld�.0 ....... - , E � - - , � !, d�, I m-_,Vdl L I�,L� 4. 1 � - - � - - ___ - . - _­1 W1 - � - - �, �� !I Z - I'll, iii -L lt22��-,-­-­­-- - A� 1­­­­­. L 1.­_.___ ���11----�--,-,�--��,�.-�--�-..�.�--,M"E.��--l�...---.�---����-,-,--,�, f- � �_ T ? � ­ �, W =I - I I EE_ � L : _-.1 - . I - � iliva UE � niLi� f mp" �%Kurl �Vlddg I` I J K I - f � �� sm;zlippip PAN 1"Mi.U7�­ __ - ll�� _LI'L �LEAfir,lir milmlifi I'FENLL - __ __ - - __ - __ -- _Af�;,�,t,;ilppp `1W L - - _1, ]�4STALWI:'�'N�,,P�E'�,iAlLS..,�,�:,,�0,,R,, OdIRDO .. .... 12- r1gI11­UU­- U - _ L i pgT,-, Ey­r�NC,L ,kqj, Lj- , -S I 54;� ,I�:ZLA"-41;�q�iV�,,�i'�ig"L-VA " , I WND Act � � ­ ,; i�, I, � .gI IJ SF1gUMtjP- .. NTIPI, EXMWNG�i I - _____ ---.-- � __ - __ __ - - � � u 25i (T imp F � � I � t, z --m ,, I � ­ ­,�_­ -_, o,l�% ­_ y � ---I E,L,A,1.l,r d, L '"' ,, � � ,� - - � ­ � �,,­­!�­­ - �',l L.L-iddd�ll.'�-E__-�t�7 ­ mi -,.--Am EEE 11dIr"I MIL, I LE�E� In d, '%ddIdd I Li OoL L'I�:., 11 � � � � �� :1 r I dd:1C',EIc,I: I 9 - - - � I I - L I 'I d . � � I I -I . - ,:1 � ��:� , F � - ­ ,�,!jl - - ,I il I I L I , , � I � - __ � - - . W�Ll - � ,5AE �_',­_� ��A .� IE � lvd�L;R�- %EmE � � - - L I - : I __ . - - - - - - I , N i � -- I - - � I - R I I , , � 1, - '' , � II I I i d � � - i - - - --- -& 5t� ­ - ;- - - 1� � I- --- - , , 1 II � I . - --- - - � - � , I �r I Ill � I if - __ I � - %�� � _7E� . - 7- - - 11 �,� � - �iZ� W-_1llA__ rEllormiEE-II7 - � ---- E �d, ,e �­ - - - . - - �' ,�� L I - ' I I 9 I I i - - � � -- - - I -, �_- m � - , � , Ldd, idq! I I I L IN I - - - - - ­ I - - ! - i ­ - - ­m", Wirr zw ,Ew7ts 7 - . __ 7 - d F 4 �� � I i,f 2 - 2 - - 7 5 � - - _: _L . " - "I uAir im ElEw, vil, pll:�,:n,ypp� I � - � - Y; � g�ea � - I I - a � � - &�L �Epmmi' Em- � L -A ti'll"Ei ` ' I ` ��ir,Lljd`�`: : ­� L 5 - I I'A - I I A,4�­ 4 � - I � - - g ;E � _� ­ ,�p;,%:� �zm � z6E� u Alm � - �- LL i I -- - � -mli,, I I Ir � ! 11 1 ji=�� !� i - :1 I i I r, . �� ES Vm- XA�t!% vii " mim; EY 'll ildd,�pi�r&,;�I.� IdW �Ihdli,ld, Wilidi �,:�­ ­ . � , I I Ad"'Al�j � - :� , ff I 1 1 1 - - 1�" �­ �� I r " I � - - . � - I I � 2 _ V IM- - � L � r . : If 1 4 - - - , T�f 1, � r I djd�,I',AA dl­�JjdiTi,�,� �,T,W�S ,qpmEy� - - - - * � - - i � , 1" I � . i i I - - L x - -- ' - � , � T I I I ,,'; I �11716' gqld.,� Shl II., . __ --j" 4 IIEZ. �%L L E .- ,I I : � ,,, L 5� 1 1�5 "A' Ed E 0 t I � - __ � 1 1 - I I , i P - � 1 ---- �, W � �� � 2 - � - � -- . 1. - L i T � I - - ­Cq� L* "I'l-4, W !j, A � �rj , __ __ ­`: xmm �n - � 1 _13m__�� I�� � � . - ­ �_ -_ - � - �2 I - i - ,I, 11"It-1111110p: hL I I , f e E-A, ­­, . s, ��i I, �' - , ", I did O V 1� I 11 I � :1 .ILI � ,�, � V,L 1, �Aldmr�Eq I �� EmEt � - - --- � - - , - - -�L�, X �'_­ dj��' !"I'll IEJJILI - - - __ - � ,I I � - , I - - . - � - � � - - - - 7 � � I � � E _ �Am - - � - - - - - � - - - K - - - � I 4 II If ­ � � ­ -, .�� I "'I'LAL Ell 11 I ` I"� ri'didi !� AV" �, ultmE ampli "',d,"A W. Wl V"IdIr 'i Ill E d! I ... I �,,I:q --,, _, �p �" __ __ --- ­ - � - - � - �r , �� , ­_ - IF d�L did ml � - - � � ll� - � - - - - - - - - I n E .1 i - __ - M _- ZO� Nv dqLAL, - - - __ l:II:L 0. t,djjldil']'� ,,!i i_ :11 �l ­, ,*,I wdidWO 1:1,11LIHILI LTELLI didd-ILL:ddlIfidEr, - e� - � ­­ -" � � I I. `1�1_� v I -- - I, .14CILI'llippl, T'll,LIL4 TAI ir"4, , qVild, 'k� � . i mAil LIP EdIddidil , I I �! � �_EEdd­ _T - - -- � - - -, ',1_11 -, L-t � , T irj, - de, 5 "IdIdig", 11 I . � - I � -Emu - -_ - - I - - -_ -_ � ��!:�:I ��,%­­Ljr "LICSil ­ IM 401U� �ZV" mc,01ii'dit �� 011 � . ALA 011 ,11:1111 " I i � ) �/ ] 6 � � � I, - 1 � I �1:1 11 'iLArrid 9 I - - I 1� I I, r L, E,PdLr� T r � I I E� . - j, - -- , 1 IF . - - � I I I , � - , - . � - I -P��, a. O Im'd1lim, LIE E �'- mill ii, j"L ,-, . � - F . I � � -1 i 'EA`7� - I I � I I ! I . r TV ­ I �� - - - I -A, ­,-1, - __ -: L­ I'a LnnEy- �� - - - __ - __ q - - r T ____ � WXA� �_ � Ff L� � �� F -�_ � E � ­ - , - � UZAIRRC? ­ff� , , � 11 ,;,��-­ - � � - : I � 11 - - . 411'', � F 1, �� - I - I - - ,� - -_ - � I , IV 1: E� I � 1�, � - - - 11 I , ___ - E_ 4 � ��l � � R [ ____ i 1p : f- � - n - - - I'l, ,, - , ,I � - . - r_ � � � � �' ­ . - � - - __ �-_ I � L � ,� _ - F �� - �! � - tl`� 6�4`Ep` pma � � = ; � � ym� � � � ­_ qr:S-Al d� � -- 'r Z � "r L -� - - � � - � � � � � � !�L�l � - I � - __ - - : '! - I , � 7 � - - -1 � 'I, - [� d� � �� I _ __ ­ - � . �_ - � ii, __ I 1 d$ � :� E­ L_ �r-!;,�Jl,,�,'A' �g2j --- � E�, , - , jk � 14� Lill:,�vImtgrw3cLid" "5lp� III, I I�4,C, ,I � I - - - - ­E� I _&�LII,,Ld: I�d, Ilj� 4i'Ll � t � - A I , "I'd, I - i ___ K_ ­1 , A =� 20 � �� �1` ---glom On[ F - - - _­ - - , - . , I I F I � ffn � E_ � I I � r d I F I � P - I - ­ EmN , ALI I -------- I 9 V I I - �� I � - - A- , - F E . & - -- - __ddL 11 I � � I I � _A- Jd� :I I � �pi - - - E F � � I - - � �, . i . - - - f, F Ef � ;T_ , i I I "I I �: ) , - - __ E - . - ILI,- E 1: I. - � - . - - - - i I E - - - - - � i �- .� ­ � j__ �t __ - - - F � - - I � - I d 1: -. I �r d:: L: � � � - -- � ­ -- - - .r F - . I - 1i 1, E . i � � i.1 - � - -_ I � - - , t .- �1 A;- z � I I I - � f L -�'t?"I .- ­ - -_ ­ E`�"l ­ - - � - I I # x - � ji� r,L - - rr � - I 1 - jd� � r - ­ r �TEX - � - __ - - __ i - __ 9 , rr � � � A = ILL �,:d i'd I - - ?VE-iiiii ��­ - __ ___ . ' , � � - - I -- __ __ - - __ L�' � � bC Em 'CErmErmi tV � � - � ECR�- �,,: , 'W ,�� I - - - ____ � 1 - r_ - ­ �;m ­ �� _ , _ i 11 , " f - - - 7 � __ __ � , , . - - r V:, I - �_ � r I � L I T . . I ;: r - - - I L'. L - 1 ��L - - - mmc! in `Eollpq Mvil A I �� r,l 51,014 I � di id�,,�TT:u - - � . E I - - - - - � d I �f - - �R� r� , - E� 1, ldd`dd� = I - L � : , ­ - _4 �, -1. I - - - - � W I"- ­ - EmE �,� 1� � , S­: mo m ,I 1�',dIddpVTIp'ddV UZ& - - - �E � --- i-E - - i - - - I � - - _1 � i �l� jr , � � - T L] . I 11 -_ -- - � - i V I I I - d , I 11� - -- � - I ­­ - � - I - - - - c � - -- - !I IT, I , I "I � � 01V I - 1: �; ­ I �L 11 i I �dl f I ll� - - __ . I � � - � � I mi �-E � - - E�� �­ Ell - __ 1 . - I - - � - �­ � �Eml id� - - � dl� - �� , - ­ - ­ = - � - _�mEm - 1 1 -4 k 1 � , - - I i � � � �­�,� � - 1, �i - - ;, I ­i!� I ,� d Ki 4- -ESCEIE ��t � ti�c *Uff7l;gm � - q -!-" . - T I I i I _­`-; I -_ I 5 I 1: �4 Ir _ _ - - - -_ --- - � , . � �,-L, E�"_ � L i; , ��­'_ r I � I I I iii-, 7� 1� � ­ �- � L - - __ - - __ - -1;l , LA:11%��- i � - - �� i - j ­ ­ � r �� L I i . � - 1-Y __ _ , � � __ __ _ ,_ �� ��? � r __ - � 5�ALLLLL�Vi ,qp,A1ltLLlE �I. ii � , ­ �t,kdt 'L �E, SE� E-El ­s - - - _T �fl E)Ed3 � � I! - �_, - - - . i 4, ���� I !, I . z - - ­­ L� �- - - I - � Ll� EEE_ � � � � I F - r I I � r 7 � I I A I I I LAW 14T I�L,L. _�� �'.I W,%,,I ,,LL "' -­�� �� 9�­ �1�144A � - �M �- YEIL� ­ Aw�­%LE a ,4 1 - I - I _. r �_ . - ­_ - " ­ - - ­ � � , - I � � � I ­- - - ­_ - � I - i:: I Tvid, � � _. I . id, i � I - -� � ElEi, jimpi �� lwl Idill F 1, F - - - - L " I i ' 'I - - ' ­! �""XL ,0 Vi 'id Ld� LI 41dL: � - I 'I'll il)"Idik' ­'�! 1­U IWI ed � ul I-r - , , .I*,, � - _ d,dL _ � - � - - �7�r r ;�" El r -_ - � i r � :� - � d I � � ,,� %_L.i­�- ',I qLlIAiiK,i, fr I I I ..di,_ �L � � r F � r I r - , % - . - - - - - 4, " il � - L _ - � + - �= - - - - _;�I,AIL ,LdlI1dL,1,wlW:1, di,id -L'�I�.�,_ . P ­_ L­11, - __ - - � 11 I'll I i Id I�d, I � L. .old d I'd; - � � � I - - � I W:�I,d lid" I � .10c, =�?� , I I . - I I , i ! i IF ll� i .�:$ -pi 'ILA ILI "Al i%= --- - - �-- -- �-- . 1 2 �IJCI will , HfLillo�d , E�4LE A ,. I i ,�i� id; � �E�,,,,,,,,Jd jdE:i,dL., �: ­ , , I. . ­­ 4� Em I v � L�� -_ - - - - - � I .1 11_.. � � It _� i� , __ __ . E i I , Al ,1 � � I I ILI! 1, ­ I I IGE -C mimE Ed, � - - - __ _, ­E ,,, ji,i �� i1m, . , - I :I �­� Tr_ I - � � �c - � __ I I i1i I� .� I E, - I ­ , T - . - -_ � - `%4d­l` :dl i � di EA - a �!j IIIII: I, 1. LIONIILI,O, - �T r ,�,,. E _ _ � � llm�� ��;3 ZA, I �:f �%_ - P, T � - I ­ w­ 1 LILVI�fw. goiE_ - -- - - - I :!I � I I I - �_ LL,41, - L 1.*11� ­1 2 � � I � " I - - - - � . � _ "Iddi Ld' � - __ - - ; ddidd: dL:"" O�d Lit IiiiIj. I iiiii] I: "d:, 0� ITL�;% �Z,4-;� ri "Li lu'L,1�11, q�t -,,,_, �,j4w Ill ITLI:0. id4dAr" ip-AII I F~ pippipp,gi i d �r :�� - - ___ - � � - I I 7-,_ . I . Al, _V AIEAIL�didl I ,E,iLlddpi� i !I If d"dile iv� Ili � z : � d ­F­ ' � t � I L � �4ILJI ,� ____ - L- PAJILU , I � .L ;.I I - Emi - � .'. ­ : 1; i -- - -_ �­ �_ � I L,111 4 ,F'I�f , W, . , i 9 I F � e �_ - - - A* 1, � - - ,r � - � , I * � L � * I z . � I -, EY � � 1� 4Ef !�Tl I , , �, A�l I. I d I I E � 3� 1; � �" � !L,L�pdJ�I, ,r��< I JI14, y� ! Pl:df:,, - I L ', I - 1 � � IL�j � � El"Ll" il 'Id 1111111 dii:dIL I, ,III NdLl�l W1, 11411,114 T,V%=l �IIIINLKDVW %P101 T� i . A . r,i , , � mmmE � . r - - IV D­I� l­r'Elf-04 'i OmAi!, WI � r - I � - L I - -1 i -j�L� : � - � - . I I - , d, I L Ec � i � . � � I�F , � � 01i B LI ANQ�dllLdl� I E,IEAr I'WI III IL "dI1"`d1l?d�LdL`IL LxVAIII ill"LE � _'­ - I � � � � I - LL I 1; sgl=ULEE�-��, ivid, 4 ,,q 'i I! " - - L=­ �al� ; - - I - � - -_ � � I I I � r !: - I �: � r� S_ - � - �� = -_ I �� 1 ,!! �! , ­ - " _' ­. El � I .- � 4' 1 2 1 - r I : I -_ - -_ -_ ,::Aq I d7�� F - - -- 'Edi I � � -4 I I I 'wi I"I"LE I �� ILL &EWft -� �� " - -4 I�,iVL�N -*L O � E,­ E!Fo� A�ml - E�� � �-E � i = - E - - -, �i 1: IlI � I � �! � I � - 'I "I Ili:l f"i 11111i ILLL I r:l �­ - �E d -'ri'll,it, pil ­��_ � _� 2 ' __ � __ - - ­ E­ --- - � . T 1 - r "i� - � - � L * ;!E' I; - rd, ZIiRr,ddl,MgL,,, V - P L � � $W�E� � = _ - Li fr!. _.k - � I 'r NfL - - 1� I'll �� da mR, L 11 I I r , I I' f� Lid SEA ,� � � , r _, , ILI , � - �. I E__ - � �­ ��F'­ � - � E � C � : Ei I I �: L i - ­ I r ; - _� - - - -� � - . - � I I i I! jv- �;' I L, - i'diddi I I - - - .. dfiIll dlllPdj,I��,I - - ­��Ailj'i VEWW:�Ild�l LIAP:I"� "i IN ill ROIC (tf,--,I.ldI,d4ld�I dilISPSIL'i'zi-I'd - I a I - � �Ii, " dd,d*4i9q1T1 I I I - I f ,-L , ; � �: � k i = . I M , r L LE� 'I , � - - - �­ � - �__- - - - - _� L_ - - �- - I '� " .1 T I I � � - 'Ll 0 - � I i _E "", 1,�-IITL­ 'P I � - - I � I" � L L5411 r , ­�_ � - - �- - � dl� `E*LIdI1ldLc I I i A- � .pi 4�w - , L- � , � � , �W,d A� I pLl ­lt , - -_ - I - I r -- � � I - " �X,� : 4 , I up III, � id I: I I : __-_ - - - � i, I " nrl 2 8 � : I : I � - � � - I ! - mm- � � -,. ljj�_�! �Ti,d!jjddlj�i�� 4W ljj�� ,III 411LILLII , � "'O.1ild'd III i'LIKU �:,:,hOl � 'i L%A*,��A ii,ld,l::Il,d� �� V�ZliI,Ipi i�Al T d, E, ,I L a 4 I - ,�,,� A�,It ME, � ­ - - �� - � �- - - - - � �� - �, r __ : I � . . � - �� ­ = � A __ ­� __ � � - L , I �� 1� I 1. � r - � - - � - -- � - - � - - - ii F�Ld�­dpcli mAm� .11i a . - - � - , ! �� -.N ­ �, IN 11 ­� - ­ I �A LWMdE - - ­M � _i�� q I C LI � ­ _­ F� r �___ � �­ E��, �_, AlE,I,jI,dldiqL , I- ­ - =_:_,­�_. � I -7- 1 Z7 -­ ­dd ­ � I ­ I � L "'. 16 � i V , I I 5 L - - L I 7 - �� , 11, I �:, vl�_- - r - 7 -6 1 ,,, � - - i ,. I ), I F I I � �, �� __ - � pi I � It I� &iLd Q - - __ - E­ ,�,jq]dp ,ddL: 11.1i�j�II1,11, id.,�5 , ,il�, I ,A IXLA,�Al CIIII'LLICIld" I:ii 'I'll:, � Ld, �� j � - r - - 1, � I 11: !.I 11 I I I . - �� � - - - -_ ­­A1 L I;*, '"t � "'I C -� d� . - , ",ld'i 1� � � �I_ I r -1 I 11 . I.. LLL' ­I� I L. - � - _ 7 L _ - � 1 4 P - A­�, I _Q. 11, � _ , �r - , - _ � E­A,� ,._ _l ; i, , �f L� 1 , 1,�, � I, !11� � i : 11 - I - � I - I � � tL 'L; I I I I 3 - - � - - I - - � 14 I'Vidil I 'EI,rILI LEA, 1�1'rid"":ii I . � L' - _ - _­ �t � �,�d: " III I - i �mmAL �­ - � -i _LTA,�?l 4 �-.IL-hh-pE L - ________ - - - L - - 11 __1 . d _', , � �l - - A i ,� ' ' ' L - V ! - I � � g A I --- - - - - I ­___ _­-Irr � D, �1, � 1 1 LINILIC4, ��.�,,' 2p� ��' _d � ,I L I'll 11 10 ___ - - �__ =IIE- � L Old I I - F, - 1� p "Aill - - . ` - -_ - - � r - - - - - �_ ME I-- tWI Lill"I'l C-I 1:: 1, Ill �:O,,,,A' 1RI III I,,:I t'll!�,��":�l,!!Ili!:;::�l�,�,0,, 11,1�,Eii�� � I 1� c F - � ; i I - - __ - � r Id - - '- I ii- i - -1 I ", III - � - - - - I � - ­ T .p� - --- - _ Ell V i1h, I i I . I L d id I - ll� M - - I . I ,�: 1 -- L � I P� - - - , I � , r- Ad� - 2 . - E�"'Iiil id% - �_-r t rrIL: 1: Ili" - ' 'I'd tjdrl',�q , di. � � � � � �: �, � � - - - - - - 9 I --- - - - - � I ,_1 I � - - _�.__ -1- - Ir - � �d' I I I 1 1, 1 � � I� ! ,��i,dd,' �li , ", - � - - L l7u - - __ - L - - , - - L - �__ - 'E' CA— il dAi �,� 4611,11 Fddd,",�Idll" il�d ::!:I ,,�r r rL, r� ,� , 'I �, ld� di I , � - I - - I , " , I I , ,�I g%e�I:I;:::!Il - I ��� - - - � 1 44 ,., LA" ��� I I � __ � � I - I:� I , i'l K , � � - - . T-- � - � I I � r E - - � E I �l I'd I I I � i� �: : _� I IAL k I - � - ­_­ E � - - - ILMN I__ - �qi4l__411 WiVid Idd�dldl�:, �Ii !�,:LI,L I'll 1 I'liq I IEAL�,jdl irl:dIii'll �dI!l!AI1d4hI d:, �I'I,ELE iii � . ,! I � I L 11 .,:, - � � I -L �ippylimill M� I � L - � � � - 1 ZTLLddLL,3� Li & �&LL ... � IN- wL"i,L:L1d:!, I Nkl,l�cp ... ,,2:lI:dddIjIl IIIIII I;,I:,!dl ::�jll,j Ijj',I,"'�T, ,"'i 'I'I: � I i - - . _EE � - - � - r _ - - - __ A - I � - - 1, 11 dill . 1/,W I.,it ,I �, � Lc, 4 v � , L�,� �l I 11 I I I __ _ I .�- I! r " 'r I :� III I Ili I: 1�1­ E � ,, . � ,,L , I Ll'&�"I" i]':' "I'd I : Lgpgg� � " � . i � I . � IL I L� ': 2 p T � ­­ EL I h � � � � � - - - I � .I I - � J ,W- 1477LIIiftl 1X:q I I IIII III �',.',,,i��:��������:,���l��l�l���i$� on "I \1 L � � ld,� � Edi'd �W� . L - - --- : I IdIliddidi, dIf 'ILI4,110; ilift Cdld�- �,.� i - I L _ - ____ - - - : I Ii - - -_ - - R � I - . r - - - I I �� , - I � - - -_ - 5"d, 'llid i IHILIIAN,dl� 11,1:11� - 9 I i - - 2 -3 � �� - � I 11 ': - - - L - I I 7 . - - . - , L �� � (E%.�l I .TiA :4 f 'id"'LL I lidi III :,I zi, � - - I - . - M i � I - = �� - - - I � A - �-. mmLlm � � - IF d ,� , '­,� L I ' � � I - �,L I a -1 � I � , i 1, � � - = - � - - : " - , -_ - - - CE _IEK-m ­ �_ MT - � - -I' I : L �� K I' � �­ ' _ � V, .. � � � . - - ___ � 1 _ � r � - _ ..d F­­1 I I - - - � - � _ r � -'* � � - - , �_ - � . �� %==ELJEE - ­'� � "'�"ll 'E'dr-L. ­� 1 - - = - � vw, t I T - - - I � � � � ILL L ", - � � 4 U Z,.�4�i�m "7 "I'ddir f t E ___ -I . - ­­ i p - � wllowll, _':* - - - - . - - a � - - -_ Irtual Rev, � � . i - - - - - I 1 � T va ill � - - EE__ - - i � I - � - -_ �E-­-- L p, - - � ­� ­,­ i � t - �_ I I I .. it LIr I - - - - � -- R 1. i I - , 1 - � �) I � I - I,ldle-,Ck�� _-E Ll 11 , 9 4,,'_,,,,d,1",.d;Ld�,- ldd��L�r,���!�d I - . � 11 I . I I � �� � ", : LL; I, . - I 1 2 11"Ll, � �,- - - � -_ --- E - � I - Plan - Assist, Inc 11 4�_ di I I ozildi'lliqld - - - I - __ - r - � � � ­­ - s R - - - � � sl � Al- � � A- � __.,rd L� , I,- ­ � � I � �z - - - - tSEKDE� - - - - - E �­_ __ - - - 1 � � ­_, I - - 1 5- I, , WIT � -1 "51 . . - - - � - - 14 11_� � _U, I _- I- _-_ - ______ - � � - - 9 - P - Im � -E, --- - - �A_ s= oEE j � 'r , � ;_ - I I I : view cam � ,_ � - for Cam I AT�EAL,L[; ... . It, ,'It � jgggA�Apgl m L � r - L 5 - z � I� lwdjl,� 'A I.t r � F �:I­,L�,, 1� # lia, eted and approved!.' 'Uli'l',,�lH��,,,W�5,L�titd�Aikg�O - - - r . I : � ".1 I I - 7 1 - I � - � - - F I dl - - I. 14 TZ"11"E. &E�T=S dll� d�,,�,,'�,:m�-�� 4"'Ild l !:Id IL "'d � ddL,L I, -­ - O� - - _ &L"Ll'fr�6A-mr ­Jffil - �:�T r; L � I I I -,. 1ce with th 2020 FBC 7th Editi ' Ligg3bggpipplipigpi NIALL dMNIN � d 1 - - -I"-- - - I Idl - 2i . ­ E � F T� � F _ � I d'd = - ,I � = ,-- A r- I bra Ann, lah . - I M I � � - : I bra Ann, I - ---AwNh* !MN i kdrtm (.51.119 ;dpNtL,,j9 E - . i n �- - !g� MAL 1 hal 611"Elilill 1 I - . i , ,,LmEV,EERplgdp 'LL - -IJ - - __ '11, : I � -C I --- --- �� x OY Oebra Ann, L � ­ III EL . LfIgN I I Ad,, -I, ��r� � ­_ �VLL',L,dllt �, dAit 1,1,I�,L6:, 6dAq�k�,q 2mlid d dildi -,Ill :Ill P I ), I'LL, �L,r ­P 11 ii % ,: , , 91 A, d 0 - j Rl ki'M UALILIA= El E_-!�� EEr)Epf% Ri I I I : 11 ; - - T� � W _ETAiLA , - Ljv�qld - - � �;Z - D.'I", Ylldll _- El fLdIr WHILL r,�­,%­IIIIIIK 11,p:,:d": 5;.Z.,I ddl'idiCi ldiddd�ILZLLIIA �I,Lddl ... � ,NCE4j�'-' on i __ - - ' , Aill" ", - t r PX230g � - - ­� � t � I - IT' dd�r �LL,, - -- ­E - � - � � = �, I I L 7, * , i W� I'Fe" =. I I A� I I , - - ��[Y� lq� A, ' X I py� 4 ff"H --_�_ I , LIVEM go I lk�L __ - - __ - � ." . - - - L � � � - - __ L 'j L � - � I / III'd IE *L RM� ­ - �g U,, i� I gAE - I.M. PAN-- �- � I � - I !Nl 44 I V i , � d �� 7 r- 11 piI, "Lif Qmp` *0i ,"_il,, EE-1 X '. � � - � - __ ________.___"_'____________1 A� _ , L '�., ",_ " �Ok � - � li-,A�r"�� , - it - ­ ___ - z __ - i 1, '.1 W - I - _ - S:m E_ -1 - I. . , 'Z� , � - . I I Ir - � W_ -C - � - 97�� I j , r, !,: I if I ,, i , - - - - __ - � 7! � F - I I � I � � N I I - - %W�, S � '­ 1 � i.�� _;�S[ _r"�IIE ggd,d,:OlE K ­Le'*EA dLip,,.jfl - __ __ - _r ­� F �Li3 - ,I , L I "r, ­& UlEpIll - I,Ll_-L­­.-. *­--,,:l , . ,�', �I, __ - - AldOgw -IIiL-i,gILl cigigi Wjl� T­ -_ M­ -A ��_ � - . - - I _ , - - , 11 � ­ ; ,I li,:I�L E�Am,�� g,, dil ji ,p�4 I � I �d � , * Wq - - I � 7 Ad� - - � --- -­­ ­ � ­­. L . "",'I " - � L -- - - -- - -- , ,� �r'j. I I --- - - I I lk� ";: I'll i - � _TL . ... L. ...... -A- - - - -- �­ - - - - - - � �_ ­­,­_­______ T - __ � , - ­-.1111111 ....... . d ....... ....... ������� ....... . I ____ Z!�=L- =­�, ft - � IN di I - -- - ­;qf- -­---­­­­--_�� --- --l- - � . � � � - - - _W i - L . - jQE4E - - - � - , T I q - - � r L - I � - - - - � � I 11 idf L, - "--,- " � ­ , 1� - __ - - , � - - �� ,[�� , ,dr - - , - �­ 11 _4 ,IdV,­P_� ,E X~ - If 'A m i 1� d OA di, Ld, I , I 11"T III, q4 ;I ILL 1, L A I 11 I didl II, , 1% III, � AL LIL Ad, 1 "i f � , I f I - - � - -, � - � � � _dl � :,I', ': �r � � � - - . r I: - , I �_ 1 z J�m __ !V -, � " � � I � ,L � E' EE� , - - - � - - - - - � _ .r _ id"L -_ JIL TILIAIALI:' 11,1,� "'�� ', r �,,:,,I d ,,, � , '��L, � , "� ig� ­1� ,­EE .4 - Ill NNIOW I'dipKIL 11� ,,, L � -_ I '�.� _r � -1 "CE ia _AIEIT;:�� i',, I - - - - 9 I I - i I r �* I'LAR &Adllidddirll-:U� %;U! �F�Lm ��`l . 1 2 1 � :, � �L­ k A I - - 1, I � I ;17 &AGA: ��*AJLAMZT'g VIIU 50CLOW r�&R � - - i - ElE=x: -didiiiiii, 1 , _­E­ �eEg�z I _-_�� ? � . 10�!­­,!` A5'L Ld I'�511`11dd, - � �-_ __ , , !, , r - ` i � - �1 � �� - - , _-F - �EmE �I did , I- I i � ­­ I I 1. I !T f L-1 �: V, A ff�t,: ,, Hr", � T" F - ­ r -- � ��_ - __ � = - A n � * � I :��: "i ig� L - ioxL , li ­ r �' 11 ' -- - L ' '- - ' ... ... ­ ' - I Ad - � � A 11 _1­­)`1 .4 .­ .. 1 I'd,, '' ,,il:­,� jD:­ 1, . I 11 I ____ � � , ­­ _; ____ I - - __ - � ` , jr A ,I ,1,4,I ir dj� LL6 INI iii = - ,��. r 11 I - I I i I � � 11 - - � - mp _V`LAL i�_� � - - ___ - - , 1. j� 14 , , ' - � _j di: I 4 � 4Ld, -, _. ,,m ,�pl __ _ I ddrljj�j__ il, "Iddid, t I 1,� � � ,� � I'�, ll I WILIL� 1 I "': 1�1 : � ,� R - , I � " _ - <%_jr',j , � --- � � R - - - I RM IF 9 � , 11I , ''I I ­-- � - � - - - , 11, ,,I,' I 11 I E� :1 L - __ - . - - __ __ __ ­11F­ I �, E, VE - � ;,7- - -_ - ME E Crfi(�I`p PROD � �:�,, Y �'LMIAL FPRC'-ECnC-h� PAW)CES, LIC',,: ' � ' . - . I I I IL E - c � - p dl� "'! " - 11 ,I� - lipi ,:'':, , .. :: I � L - ' � , - --- - " - - � ------- F I . � �., d I , I � , EAIE' A; 4,*d �, LI � - - - r --- -- E C O IH�­ �"l 1 �idiii i o: ii 1 dr-cri I � � , I i I ILL ,::e, I `10i_E_K,_, � � AiEd� �w �q -, � I 0 L � m, - , Oil& ILL % �- ___j z I `+ O UII LLC." "i � I I , 'I 4 d, § p 11 �,: 11' 11 � .1 .I L -II. I I I, "d: 11 I 1:�ll ;:I I I'll, , I ":: r", , , , 1', I I �,,, :� L�, diddidLild IIldflididl, �J: IjiIjICIlgl1Igd4 li&;"6�l I � ir ::I �1, L_- - � � r � '" I I ` ''! I "' i I " " 7­` , ` . : ,I _;P�d L ____ - , , I 11� d_ ", �, I I,, ,ld� L 1, � � I �irw ;, � Z�A ,I �-- Vts_ __ A3 +tii�-,-W" .'r-'i .,,L-' t�;I, �, iI WN-Z i �I,LIIII: A U N,�i Iddlildid: Ili OlIdd, � - � - L dELE - � � � - - � n -:�E c - _- ­[­ - T�E ;� LAO XI i f 4F � ", �L I; I :I , I ,:- I 'Iddid id. - .1 11�11 WIL I ","ITI �.:l ; ,�, I. W Iddlid L . IP,dilldhid d"U, ' � -____­ - - - ' ' -d I "I , ' ' " . ....... ­­. , I I ,.. .I....,- ---- "�""` L I . hd* I I, IM dildil I�'L� ""i . I'l "I'll N­W�.I"Ad, ,�x �Td":&Ldd­� __ ­ � i , / .0 I I I dIdd: .­ I dill I � `dl � � � ­­ I I . .......... ll , _", - : � I - - ;ifz:�� � __ -_ -_ I 010, 11 . - [ LiLd", ­l - LI ::�: 0 ,III �l I .iddid, .:::I I dd ILL dd, i ­ � - , , LI�Q� - - I � � I - __ --- - � I -_ L -- �11 I=II;111.11111L',�q .0 A,N 1� __ - __-­ I LI:LL '1011, I :,:I !I " did , , � - , , I', � I,,, - A � I F4 d1l""r" � ­j �1'�� ... �I"��I' ,� , - , � , . I 11 'd, ,, I ��L i�' "" 11 Q "_ 7 � L.I" , d , , I - __ .. F � , �____ �� . - , do;: I ,�_ � :11 ILILI �� I'll . - : 1771z �m;�' ___ ­�� - �_ __ � � I - "I A, *I - � ;P idi I I � � � - , , - r _----- - L_ " � - � 11 �- , .I 1, "i-`­ 'N I t I - - _­ :I . ..... "' � I I I I ", � �dd`l i -4wk-1, Pt "'�WW.Iid I �L­ -, �_% �l l�, I'd i II� idi , I, I � - __!�� r - EA" � I ,,.,I I .,T_­­ "", I i , ,� � I 1, �,��' :-J", A ,"­'ll L dddd� IL "I !L I����'. I. � 'E� lid zmppp� - - - ---,- - , - I I F, 'did pt !t!t ' "I - __ 41 .. 1? - ­ � � � � � - R ddy Rid, I �! did o if - ,�� �, , . I -I - -_ � 1 pill . ti�. � I- � � I � �l 1 L L­­'­ ­ I II � . I I I � , � � � - , - � � I - - 11 I - 11 11 I'll Ill, I 11 ''I 11 - I '',-, 11 "I I I I ­1 I - . """ '''', , "'r-1 ­ ­­.­ llr ... ... ­ ..", . "'' -, � _­, ­­ � - - - ­­­ I. I .l­_­I.­A,Ad.d11ddd . ..... ,�, A�,� AiidddAL­_AL­ L-1 J, � d'd: _­ . , �­ ­­:­ _'.' --- - __ - ­ - ' - -- - - -- L­ - ­­ � I, � ,." ,, � ­ _� . - � � - � - _­_ ___ ____ ___ - ___ - - . - - - - ____ - ____ I 11 111.11 " :1 r r, I � I :�'i' � � __ ..1-11-1111111.1. � [ ­­­ ... ­­ -- " ""' - . ...... . ..... ­ - ­­ ­ ,rr - - - - - - r - - - , - , � , 1. ­r "---. , _ r ­.. - - - - -- - __ .A- - - . . ... � , . I I. , �,nx-.- Al � � Z_A� , __ I flip, 1 1 q (i) -1'__d1fA'rK ,'- - FAI Ml -- ALL��­ rd,l otrUN"Ni , 1, 11 vl,­.�,,F�, u N * � . I , � - , *­___ --d-d- I ilpt ft I + � - ,- - "I � � � � - id. , Ag r�- ­mRl I.! �_ ': ��, Ill UP: LILLg VJ1 P - - ­­�l n 10 - - � F �W , L"I IN11, 10 I , " I -, Ar,l ".."...",ii, _ `,AL'Ldl!'�, - � - ' ____ L __ - ____ I-�;, TL11!._'11d`,dId*'1[ - �_ m � M tALA Oda.v4AM Milipt V - Ile F � - __ � �, __ � Z��11"_;;;��I­ I ' r I .E C' O � Ik,.L � - - - I I - - ­­ - r .. :11GI "JOINALL PROTECI 'MIN PRODUCTS, I - - ______,_ 'LL L I ."Ll, iLl 11"ll, I I ­1 1_1 1, 'Ll !I A �: �� e- ggpVrjjmEmm�� J� 'L ]L- - �� I mAE ­ Lc� - - � - -- Y��, - did''Iddidde L�,�Wd_ I- L � �- � I - �', - � ,E �­ - �� � �­­ =- � ­�wm�=A !-:17-H-1. _: nIli�� '-';,- nrj�:d6 7d ]: --- ... j I - �MEE r­ �d �tl* fl.L�Ll li- 1�=_2___.. 1 - �­ 'r I.- � _ -_-,- ­ � I =1 -1 �71 11 -I L ­11'11�_­IIIL ... ­Ilddd­�_­� I Evil, u . IILL -d,,d,J,.,.. - - . - - � � � �_ n � ­ L � I . __ L -, IELII Ad, ­_ vl� Z�� -7� - , R - - I .­­ h­ L � . 4 1* i 4"'i, E & Id I - d0l I ;_ ­ � , - x �p "70, k*, V", 0 � - - I r - - ;­ _T - -, -,I jl� - � �­ !� $1 - �� - ,. I d< � � � f� - ­_ ­ ­ , _� - E � 'i , - -------- - - ­ IL - ­_ �,'Idi ,I , --- - ____ - � i �` I , I im - I IL - - - : I ­ � � � ; 11: � - ; - il __ " - - - A­ --- T � �� tm� �_ I - -- - - - - '�­ � .% L - � � - a 1, . 1 - -- -- - F . " , � - __ - __ ---- - --- ____ - __ - � L-� )% _,�4­: ­- ­�- - -- =;n - , "! , I, I'd, �;- n , , � I � � , � . -,-=t�� I ,,, - I I r - - - � . L� ___ - � 1 . . . - I . : L - 4di�j, it I L 7 __ � - � L, . - ­ - I rd� , I - - _ - - - 1, _- - ­ , � - - - � - - PF� III a , , - - = ­-_ ­­­!-r­_"­­ I 'Ji - �, iff � � i!I, , - -.1d- I I � � I �=Ldliuq ! �: d d,d : - , , 'I 7 I - - --- - - - - __1 - --- - _ - - , Ir I � - , LIR � - i�,:i dii:�� � -- 14 -11 - ,I !,I I' �, � - - I 11 I'll 1� 2 I �:dll �Llll d d ­ - �--- L L , I , �_ �� - - - - -_ - � I - ,� - I , - � 1,� � � I � 9 �� . - . .d - . - � � � �p � - - - r I r . I I ­ I � I %g=- ­ !- � -I - I � t I I = 7 "I f� I �fi !I - - � � 5_- � �11 - c L ,; . x ! � I . I I I I I I I r I I I - - � I � . � i - - - EfE_ -- ­­d. diddi F �­,l h . __ - L : - - - � I . I i - � - - - --- I 11 I , 4 -_ -- � I I I I I : L I � r ::� I III � . I I � � I -1 �� � i - � - V - F �-_ I_ � . � �',*�A , didl 'Y,J,� "I , � - - - - -_ - - � � - - � F - %F --- - � ;I, ,:� L�T , � � - r 1 . �� - , . IL .... ... L : r I - Elie : "I 1 - 1, i a - " - - I ! L ,I I . 11 A, I --- 7 - - I , ., r -1 - I r I � - - I Z.a_ . - .I, I � � - I'd I - - - . - � ­ �­ . � � - ,�l " - ��_ F. - - � � IF-M J_. - . � I . � �, ­', - - - mW � ill I - � � � - 7 � I i : I i 1 - - - I— - � - I � . � � I = __ - - --- - - - ' �L , I I `_ *� � : - ,,,t di, Id, !� I ­ �, �� - - IT, �, � : I O�Ile `A� � � , - I - � ! T . if ,_�­ � di tn"IEAEt ` - I , , I I I I I I : I � � - - � I I i � I � . - - - 1 , I : I i I I I , � I I - I � - - � - � . � I, . , - - � r - - � - - _- - � l L - 11 It e 11 ,[� I I : I I �, j: , 1 d I' , F :I' T , ­ I - - - - - - . L L d - - . � - � - � - __ _ � _ , � � _ , , ". - - � � i - ;� . ­ I :� : � I ­__ rr� -- - ­r, I � - F - � 1, F � -_� - - I'- I 11 IL I � L m I I: I' : _E- �' � L 11 � " - � ___ . - I � � , �� I I I d, I - � � - � I � -- - - - - ____ - . �, ��, � �A � � �. - 11 I - , , - . j, , �dl i ,,, I , ,, d 1: I 'd 11,11 dl did, 1, I' Ldl I � ��[ 7, - � . � ", I 1,11 I, i ',� , ____ � �� - - - - - - - ­ - � d --- II , I I ,I w - j" Ld ',[ -� -�­, , 1I dill , � Ll I � � - � I L ,:i "I ��' d V Ll I 1: di:',� ILA 01:C _ � V d. I ,� __ 1� _L'1,r,_, � , , - - - , V L. , ­1 11 IL ,�_dlr - ,4� LA . . , I i �r L�Lld 1 . -- ,� 5 :I- :Ld: I "' II, d � d E � ��i � r -_ �_­. �­ii " __', � - - - - � -_ - - - -_ , r I L�1� - I-- - - .. IS ,!I I I - " L L i , IQ') d, tE , , � I - - - -_ - ___ _� - -__ - � - __ - __ - - - - - - __ ___ - __ - - - - __ - E � �] !D'E,LCAJ.,,.CL�EY�ALI'�l�'-)h'-,-f,- 8, *��LgII�� �!'Af pLEE 'i !4 " . A 6P,Ll - ­ - ,:� � L I : id, d ,, C! I Id � - � AL � -- _: . �,,, 5 d- 1 :5- .. r - _� _7 � � I JI.QI20 I'I'Zdd,I_�'ll 1 I I I � I .� ,, E-ZAAtdW _R' � L4 �7 q __STb��A,NEi IL��Id'..5'0 L�Ex VW - , I r�Pdd`,��dll:�11 � IT I� ��i , 1�i , d! I I :1 : � �l . I � 'r .�-l'i.Pi.�AL,,iLL-f,YL-A,'I,'V),N-IDR,-,U,Bii���id d �14 �F,�T% , �, I 1, i I:, -, I : -'r id : hl� l:L I:, 1 di d !I R " E=Z= RANG --srow f"LLi t*_ : --- - - � .­­L ­1 L � "'�' "' L"' __ - --------- - - � - - - = ,El - - ,_ 1­r_.�_. ­­1d:�­­ "' 'd ............ ... 11 .... . . ­�l L ' " ,:"�: .. I ­.�� -7-17 ��^"., " - - i - 11 , I � L L " -A­,ud_i,l I!:: � 1111d: I 41-­ ­ __ �d - d , All, d id"I'll. �: i L L: � 15:� �1% - - A ­­ - � ­ - �Ml� � ' Ell, ­­­­ �L I , , l N. idd � 'L �L r- - __1 , , , ,� _. � ,_ I.- r 1__�_ __--lin, ''I . . ... .... "�­ .. ..... . ­­:'­­ :­l I .,� ­�.:�, L� L ­�- ­11-1: :: ,.,� _ . ,r - � L� __ , Eddl- i 11 .`N d:". . II " , � ', , r &� C D . � - ­ Cj7� ir,l , __ - T i I � , ,.: __ A'Qglj,Qi� A ���� A �l �ql m� 1�1 LIL _U9�N._fd:-,f1 ,I I 4­�, Tu . � :l d d d LL 'I � A�y VU - , � ­__ ` ­ � , j�:: 'L ��_ft _�­::Z`F It I , ' , - I - I 1, I ,, - ,5 . r �,� L�,�"r�,�, J� CW ­ ���. - ­�­L,," 1��J, � V,f' . , d,r! d­ a �, ,� .1� ll��_ 'LL L , :­' I � I i i �.,� �4, ", L A - - : ­m ­ �,,­ :: , - =c, ­ � - E E�r d" i � �1, I , did, , , :I I, I 1: I�IT , � F did ,: r" 1, A ��r' �­Wd��_'�, ' I I : I I dild 1 1 . d if d L , � I ,IL ,,,,, LL-� L � �� ,-;I ::, � 1: I I 1 I L :! � d I ll-, 4 �� A � - �'­� 'Lr � , L , I r ­4 _' ­_ �", . ,, � L,q ! I'— �, � I : ,,] ' � A. A L - - � - �- - , I ,� , , ,, - I I I A �: 11 � I: !,.- � ­Lli�l I I �:�l. , �!i ­­E ,L L,,L-__ ,,E 15 -­l 7 L �:.� 4 �:I: it ! � -,� �� r,: Ld�� , 2E ��`� � - ,� E� - �,. L .�f, , , ­ 5 L� ,�d ;I � - r , � , - L , ,A � IWI 1 ,, . , I r L - r . -, - - ; �� � - - ­tL ­ P ' : ,�,A ,�j�r'.. I L� I -, ] :� L� , I I -­7 ­r' � ' L ILL � : I 1 I 1 L :: , I,,� i I. - L,di L�: , I LI - I-11 Z� !.L��Idjd� � ,j,�,�,'11- h�, , : , � I 1. H:,F : � . �! W !�_ L --;,�, _ , 'E. S - , � 1 a 31 . - E � c � ,� � - Ad-,,% ." E'�. . 01, d , _ . I ­ ,,.�_wlj 4 ", I I ,�: L 11,�Q fdl ��7�_ Lr,' L - -, _m_7E__ A.L I , ,! . , �- _ � �E�4 - i L %��l , ,,, ,,, ILA' I�ZV! �4 - ' I' lr� , - ,,,,, z , � ,, �Iq ­11-- ��11 ", � r i, I Ar� 1, d ,I 'I IL, d � Ld , IE ,::I : � - : ' I � �IL �'­,�,� ,_-' , , � �� - I' d;: L J 11 I !I . I,:'! I' dddI ', Lddi I'di::: I 1; ddI1,1; 11 Cl 1�:! il, r,�-,Z ,�, - : C� � � �- mE , L � ":: Nq _ �� , L�,,:!"''Jd ,I� � x �: � L, ,,I LiLdi �, �qd I �, , __­ r �' '�� V,,� I � 7 �': - �� � '��'SIL` " ' I' ' i' `,� �, I ` I A L . � "Al �, P '_ �.,j � F_ � W - � �L,, " d,l�, I I'd d" , �L: ,p��:�TJ[I, �L� 'I 'I ,,�pt,d�i � 7-re- _�t r "' "I ` : , 1 � 1, L - I , � ­L",", " k �- I id I l 1 �L�'_l '1� �,' '!I d . I � .�, : L, L�Jldd, "! I ..... I id L I ', ,d I I I , " I �L�L_ . ,_ �: � � 4. 'r. �V � � , , r : �dl I III I'd Id, I I :!!:I I I!, ill L I III,:: I lididdi. Irld ididdii,dI, :l1i d,E,da_1_`r'_.­1 :LLAF �­� . LE ` �1= A � ,:: Ili 1, I ,I �=� . ,I� ,� I � . - , d:._I 4� ­,;� �Eg,� Edd�, [I � ,, dd� L�l �1014 � �:X` L ... 1 , I I': I I , �i: I id, did r; Ac � ,l idd � �� F­­ E�rl - ': , 1 i �,�'! : � Ld �i ILLI I " did, , - 'L ,L � r ! .: I�'� , L -d'L � ill I'�d did �Il E e' - I ��' , � � � , :,::.�' �Z' :I � : !,Idd,�, '. " � , ,!, I I � , ��, �k , �, 4 � L- ­ ] - ' - ' I' I ,� rL _. El ,, �, +d�,­ . , � , A !�., ' r1q � ; � t�� : � 1, : - L , r, , , ,,d L�-."_ � I , �� d: r' I � �,�� L d I , EL ;I � � ­� !,I .,�L I 'I'- I , 1, I 11 ,I I ,�� 14 ­1,HI1'dd'4'Lr I III' i I 11 I'did. I' , d , 1`1 ']d1 IT ILIL I 1:�'I: ... ... �","!:: ' 'IdA-, I_ I' A ­�-,:[�:l �"I , �I - % 1` I � :� �, �� � , , I ... I :�I , 'ji,. A I 1, I 1 ,,,, 11 ILL , I :1 d I , :I r" I 1: �L 'r N L: I ddd�,L:r :r �ILL LI 'P 11 , -,,, � � '. ,I �l ; , , d, �l I'd ,1, 111,,, `�'. i � ,,, " I I " ` E, EE � , , , i I'd l�, I 1!11 ,,,, �,,,._ z_ � I :r � I , � �� -A, I k . -1 -1 L'I I, . il �, :: � 1: jl�ldl 1:� 4 1 - L, � I'dil � - - , , , � I , 1 , �L , V­ , � 4 I- I � ­ I, 4 I � � I ` ILL "' I �al Zol"A L I IA p` � - ,_?�� .4-:,41141 .- - - --d'-." .- . ..... " �,I.�,--d,-, --d"I"dd ", . id'"'I ... .. . ...... I!,_ ddid I I dd, ", ", "I'd d d � I _jd!MZL=dld_.1dd�-'_% ­,� - dAdF­Fj � �4 I I— � - I � - 'T � - = - ­ � - - � I � , ; il� jllidq:j� i i i a v p� � I, ,I I �,,: ., - - . - . , .I Vvl rAIq i . - - I � - 1 - I I - � - ­_ � AL �I, ��d . � - - I � � - - 7� I-— 11 � - --- I - --_-r ­'. ' - - - , I I 1! 'I 11 I I :�, I III , .1 " we ­ , , I " - f - - �__ I I ' I I 1 GIOM PIRC)TECTOO PRODUCTS. UL.1 �, �i ": ' �rddl[Id ' � ILUC CO :�:, ii , ,-,� - - �' I ._:�___ , '.7 I .� :::!I 11 Add - ii, , � I ZLL L: I -- ! ��c - E �� � - � � 1 ILI I I - __ - rL�. &1A �51­ - - - � - � __ - F id Ill, d � �lr , i �;� - = - - � �- ­� - �_ - - - ­ � - - - � - - = � V _ZE� d II� d � �, q �­ l�LL , , - L - � � - _�� � - - , I - E ­ ______ - - ­­ �_ 1- 4� - 7 _ � -L - - �IA2'd_ 7, , � - ,I � � �, L I�p d� :��IIi , I�:�IjddjI�K, ,� A � � ,� � . - Z - - - L't ­ � 1�� i q " ,� " ,, I i I T'L ,-, ��dI��, d, ,,I I A . �_ -T � �T - i � dl� I- - � � . --- � - . , - ". 'r .. ..... ­_ I , . ­ ­ .� 'r r. r ­, , L � L -- -1.11, ­1 I I Id" �'ll'-�-.11--il-��ll,�I.I..,I���l�=1-1���,-,��,��.�!� .... . .... ��,.''-�,&:.,��.�l�,���,,�,��4�-,Ill��,11�.11�ll.�.-I�,��,�;,,,�,1,1�����,,�,��,� .. . 11,1�_­_­1 I -1-11 - , � �� Ad- r ­­__._1_....­­ ..... _____­._"­­ 1 LI ,R: 1LN,d$,.T&1AT1DA._"1L-5 - E7 -3-ER&3-�-&qQQ�-AN,P-,�-1,,QDQr.Ll��=Z � zRALLO-Q-51D 4, ?ANiL.1_WP_EQUAEQ_QQHOnUQLS1 RE:T__K1D-C,K =�IIOLIIII � .r pl Ql�-; - L I - - L � ­C,11dd 11 -I �­ �q� jj,"r� I � - - IL I - ­� dip .E, ",­ - I ,,�,' d­ W.111= - �, a _._Ll ,_ __ �' I'LL,I III diddE,,�,11' III, 11 - IOT44,,,,�Id" i '' , .. _ I , , ,� ­L'S", di LE. � I I d i 1 ill 7� = , 11 Ni �11`d`�` �:111 I I d: P, ­ I , . I 1. -o- V 'I"I"L I I �T! 11 � L � � I - ", fl-__�!i�g' d ­ i zM;TgZ2 _._"_`­ A:_ Apilgill r. 1, � - I --- - ,r � I , ".1,11.1-11 , - I I - 9: LL I L ­q J .l,, � i 7 ­ - - - -- - L � - = � - , - ��: ,�r i f, r__ I � � A __ - � L � - �V! I A - �n � - . - - - - � � i , - - - � . ; � , - if � - - 11.11, , Ill &I, WgM - __ � �� I . I g � - --- I --_', � d, � -00% I - � . A . � - �, =� , = : i � - � - - �� �- �- - � - - - - `e �1 I I� � - - . I I � . - . �� - � , , , 1, Et aL I, k I I � � i - _�- - - I, d j - ­� , � �� � E4 , __ - � pi I D = � - - I , I , ��! LN I � I :1 %-r,-r, Y - � ,:d 7,7 I., 14* f - I I 11, I � , . m, ; T - i I 1 I 11 ___ i �" .- � - �, L, -d:R , , -- '12 - A -r-. ­ddll , I :,�� 4 ­� 4 - --- I � A � � �, I : __ - . � I - -_ -- - - I � j - - � , 1 1 I d, : � � i -_ � I I � i i � �­ F � � = t in Taw I! . . I . _dd . - � � - L � � : i i I I I: , " ,dd­ � iddod da" ILILE t ; � .��. ,..j�7-1' � � , __._di___.j . I I I I I 11 11 : LW i � T ,� 'A I � � . . � � jE= �1`l § ��ddddk�,L, I- I E � a �� � - 1, i - �� - � � I � ! E : � " !,�, LL L;�� � I 1��, I I[ ',_'� '�l �I` `�l U L `�L - 'LER T, L-'--; - i i , I , I , II � 9- - I I L 5 � � ! � -"==A__ _­­_ --k-L - - 1, - `_ :1 - � _ � �� - ,� ,I � � i , � , I , 1 = , __ - - ___ - . _- - __ - --- - I - I. . - - y � 1 � i�z5 _ L - - --- ­_ --- - � - - - I - � - I I � � - - _� --- : L n - � � � __ - I I - I I � I . - � I I It � L I - - - � T I - I - - __'id - � � �__ � I � � : � T - R - - 9 - . � � � = . d E7 . I I - �-E - - - - bi - - - - �. � . � -- - --- - � - � +_1 � -`^�i � . - . � I, c ri I �­ � . � � _� i � __ - __ �­ -1 L L � I I ILI r, . � , I ��d �-A, - - - �Lmml = � I __ E�� I - ,1 0 ,,, ii, ­ - - __ mE _. J I � - -- - __ � __ . �- ­ - � - r I , r-nd, �,,, lgid.l - r . - - �_ - - - � �, �'! ; � - - - ,!: - - - � � �� ; _,= � � ]� - -; ,�� ,;,", I, !III '4141 -_ -_ �, i, "', . I'l W I I a � I � , � d, iz,-.�Iil ,I '.1d I � . - - __ - T �, --mr, I I �� low, �K,k 6 I A L � � - - � I r � I - �� R � I M I 'IlL." IIINkILE L , I ,I Al I I I ,, ,� I � � a � I, g � d��L� � ' � L � I! � � �_ 11 = kof � L - -, I! 11 I .. I k = � � � i __ - r � � � I 01 � � , - � - - - , - - - _____ - I � I -1 __ ­ I - , � - - - � - - , A - - � � " - , � 11 I ­­ � - ____ I I � T I � - - -- � , � I � - ,� ,.,.r I - � ,d -E g g I i I _� " I - L, � � I � __ ,,, I I, L, , � I I I , .. - - - 4L � -_ - - - � I , I I, . � I . - I I - - - - __ 1�� , , - 11 � . � 11 I - 11 - - L � I I r� -1 1, � � ! ­dd "I'l � - - � - - - - , + � � = I �. i R1 � - r = � - �Z, � I � - i I : :1 � � - � � � � - _ � � � � � - I I I 0 �- - . �r ­ -E � 1 - i g I � . I r ------- I 11 . - - -- & - ��� E � i i - � ____ �_ - . - - am n 4L I � 1: I - , I I - - -- � � - ­ - ji . - fI - - I rLI -1 � � ; _­� ; ,� - � ;, � �! I ll� - if I ! � i ��6 ,I _ - �L ; ' - T :I I I I I I - 3 I , I l � I , :1 m_4e� � � � N 4 I 1 � ,'I i � � I �L � � I I , �I 'I � ,I ', �� ej I i - � A: = � rl'i - � 7 , 14 11 , - - -1y 1 1 I, I 1. i. � 1 L I- L 11 1: I . i , L I I z I - � - - - - - - - - E - r -,, - I = t �_ � � - . I - i - - - - ��, - � __ - - - L� � -- 7JW� �_- - ��i . - . - - - � lz�,_ - !!� I - � - - __ - - - - � ff - - � � r I - - I I I --- �u I -_ r __ , � I - g;NE;i - - - I 'll - �_ r , Y - ��i­ � - 11i - - - F I � E�jmE� Eiv i 4 � � I E k - , I � r -pR - ­ K� " ., t'� r � , L Wf�� j ,�- r I - - -W I I II 1 � - f �-F ii-,tHl ILL" ,,I d A, �� I I F 11 � "'Llidd 1,1111 d� , � � _­ I ��, em�, dill, I , id, z , gZ"KI'd ` I dd�- I,�,-�ikddATLA*- -t� 62 - f . I ll� . Il ,1 �,ddd,i,'_ d,-� __ --- � , .E_,� d � � ""'di - - -�!­dl - - � 1i 1 'I � � �l cl�x . If di= -l'i I did 1 Ll L - L'� I L . - IN III I I - _11 I - . �El P I !�-� - - O., I �,�- r I - � Z IT'll I � A I _� - � � 4 L 9 . - - - � . " I i ­ - � I ,� �� - ­ � - , , NIN Ni � I gLAW.-AiNk Dl,RVZiL_kQL 0� 1HALILIMIL dA7114'.1 IV - - SLUAKI� UL mg_�Idpw SLOORX - i- r - ­ flom-1 JpiiuKAQW1VftfdL_9W__- WK-51c:tV L MQL- - I'll, X �ddlx�& 1��`, I d 1 '­­`�, 17 7­11-5015"LiuLLIL- ­F .... Ad- �, ZKON", .. =TM&A* I III L1 L 'i L . � _� ,; � I I 1100 L"Al. L, A_:l . F _L �= F j � � d l '01'r � 0 � ­-E,�Elm ­, ,%ii,LE".�L I A � I - - - - .:tgog , ,I ,;% , -p;o - !I I I � - - I ­ _ a - � - __ __ L - Ed - 9 A nl­m: I i - -_ 9 Mill ... .... L� - A , - - = � �_ � T%< , 'If, �� � � mi - T;ADr . M ll� � I � � � " - - I di . .. I ,,I, � - - ­4 S, ,,, N 11�� - I I 1 ill � � - - = -I, I � � _��- - - '10 , I � 1 � �__ 1 � ,E d OP !I - , , ,1!, . . � �, � � E � .. I ; �t_ __._­W5T_­ .� �. . __' � , " A � ii, - I -_ - ­.- _____ . . � I I '1� .% L� I � I I I , %: I 11 � I Opil 1 a3l 1 '? � i - sk 4ddAddd,Id W"CiMAZ�appi � , F, 4c R- -_ - - I � ( )i �: I , lm� T7, __ ____ - - & cimilp �Ilg - 1. 11 [!D- It W_ 6 wl.-rW. ­­� �_ -1 - ��m ;E�Oi ,f �� r, L I-,�-7 �,'.,,Ll Ell 11;_�_ ___ Hr­­­­_._.' 1 � . Ao 1`­ : ,- llppplpi��_ - d I - - � � - � I _4T r T I hffldd L Ay�% I I - k � I. - Eu fr - -4v W � Hi, CA;n ;w"lomInt, Lim - - - � R - __ - - - - - .� - - ­11 . .1 ­__ , I,,� .... . . ­_­__.­r_ � � � r- - . - - - I � - - __ - aasam =. P , - -_ - "I "I "I I . REIApill - . - 7:%-- - If - - fill tdtAt, _jr . j'r ANU � ,��! � !A � � � T ,, S��l � I 77�0 5V I I " 10 lip"'I'll, - I - I - L T If r, ��'fm q. - A' - Tlcfi�i .. \I F * 'E=Ell ,Eld , 4i �,, �1,i g.L .I & , Idd did L 1P.,L, t "i :1, I. I. INI dll ,,,I ,, � , - ­5l ' � L � 1 i L � � ir � d � � I � � L __'! � " IE I I � �­ - -d � I I � a � - - - - - s � - - - =m - - ��_ ��_ - __ - - - - - - � - � i -1 . lim z - ; - - - � i� - � It I 7 I A. I �Njg 4,4 �, I dId :1 I I L, � ;; , ILL ',A I � I i 1 d I , I I , 4, O I � I. L 1 i� I ,I ,� L i � I -, id" , 11 dd; ,� I.- I I i,� I I'Ll d I 11 ,� , ILL ,�Iid di, '" 111 I �%�4. 11 - 1 -�gzLt ; �� �W 'i riiLlI di" Ell � r I � - I if - - - I I --- - - - - SHEF, T N 1-C). - ____ i SH I 02 __ ii I IN,,NN ll� Ni, ITT, ­_F" ­ - ­­ i, N , , " I � � I ": N 1. I , I A " � n W! T ... T'll, I � -, __ it n n rt p , ,� 1�- a ,,j��N , 1 7 , - ­ Al Z11 � � " N7 � i�l I I __ - - - - - %ZkC�._- iF� 1 � �' . mfllf_rs� � - __ L'NiAll - ,L] N"ifill , �­ , 1� _UAL­�� ;. � . TNI �A TWIN, _1 & � - N , , I NI IF I i __ 11 I � I i ___ -- -, �. iGR8_ I I - IN : i G N-B&-1,191UN: � � N� i __ I, F� - - �_ - - - - -- - ­jO T_ C I �y� I __ "a iiiiiiiiiiiiiiii iajl�, I T r � 111"IF 110, 1.11 EA, 5 I `i 1 t� Nill S-ff, 1 �, � .. ;: ffilil."i -�Leiole�lNii�N,4*44p - I i i I - - -, ___ � - - � 4 ItT i , I, � , , - � I' 4 11 A l idTi-?"'.allAol, Sjt!�!'�N, " "Aim, I 11 , .,,_,I�l NINT, - :: . F F - -Nq Sow, �_­_ " ­�`, � �;F,f'� T,,,,_�__ �-: I � � � - _ ,--' N -i I - �S71 � - - lli III ININ, :i - - p _T�T -1 =� "_ Nalli'v?a1li I il"IN, J!, ,�. I A t r � . I M&KwkK=1_Llill[�2fSF" PRMSINN&�- I - - ._ Ahnw fa- 1; � i �­� ­N: 4 I , - ____ - "N' it �­, - -­ � 1,,N� TIT�jjkll�. Nq4T �,IIN,Nlj l'IT:N � i T " � i � � - - ­ ­ - � - - - - I � � - �-� ualil � ANC NN_F,�- ft ,� 1­ �:� . r I - l I �, -_ j I I - - kii-Aw = - ____ - - --- - � - , - mtl�­ �,F,l �� N ­� , , Nt t Nv' T, - ____ __ __ _ - � � I - �­:: 1, 1. ,'I, _­ I - T %; F i- _­ i� I � . iff i I ­ t__ 4 viz : - - � . - - T I . _­ �_ �_ - - I I'll: I 'I � -Nififi ­�Fil � WAnhiaNT, , I,, I'll 1:5:! �_ I-NAE -_ � � L'" ­ . . I - 9 i � - - - I '�� F,N .­ � � � - - ff�f� � t " ITT �' Ni 11111"N"I'l Ili " F FT N TL : FIT `�' i' iidit� '. ':' -1 -01 a Al : iT -��',NFFNNT',, a', '"',:"!:,I - , f! IF I I'l Iv pt", .&VOININNUINK valo-wit .Nifilgim 11 1, - � - - - I - - - -1 "'N", at I , NI F ... - :,: - - - - - - � - - - - - - � � r , I `N IT � - - - ­ - L + : I I TIN , � - T ­ I li IT 11IN'll" IN V� ji_�, I M =!�_ f&ur *A ftlkodd_&"_ALAWR���*­i �_Amiii_CQKW�NtIIS -Alla-ld;aillulik _AfIL I I - � ­ ___ i I - � �--- - - ­ 10 �_ ,ZaF�F"��,II.Fl ,',,III, NIT NVII'11:11IL" NINT I I'l TNN` _e '' - :'' ? - - 1 � i c - T E - - I - - - - �, �j 1� ­i, � � � I ­_ I � I 11 1 I it'll: i � -ii-'i.f - : , I� , , Nlt� . , - ) � � : - - ___ __ - �, r al I � N INN, ,,,I I IN, i � �, I :III NININ "I Ill I i ll�li NNI NIN, 11, N,!I FIT T: ,14 "' I ,I wil'i if Z�iiif,ifl T1,T,, ",­. -It IN— .L- �,NFT � 'I, I�N,I` I F_ N, a ll� ", !I OULA--Z-filAl =V_Q&*=NKLAF. ,,,, ��� . NINIT111111111 1 1 � I - L ' ' - " 7 I �_ � N S T T -L i .1 � ­­ L � " , ' "'' ," � ' : ,!, IN N­, Nr, , � I N, � I - -1 I I ,I " iak_____ � - - --- - = - - - . - � ­T'i ­_l Ill IT I, I I'll, , � "OR � c irl", - - I � 7 , - � N NiL IN ll� : � f - I 1, . - tT; , �::, I � ­ - - - --- I - - A" 1KRINOPKU] ,ffllllll�� WaM4 I-Mmila ,!l, f: ; Ni a T� I ... I I 11 - � I - " . � Si � , 1 S -- --- -_ - - - -_ L L - - "T�L*Ni, N_ - I ': I I - - __ - - _L -_ - - ' __ - - - fil A 111141 2C, �_ - �- � - __ __ � - __ - � - r - 9 11 � ,, N'111."�'vl , � t � ��vl 1 ,IS � �- ­- - ­ - A - ­ I - ­ � 4 i __ :� , - -_ - - il �­�:F� t ­ -_ - -_ -- � , N �f - --- � � - -_ �q_, , I T � �. I I - �­ F �� _ , , " I - - - ____ __ - __ : - - - I t --f; I i - - - - t � -F �­� AtL t,P i�.iiti, I ll� III !:: ;F :� 1,10-14i 42_121 S�' ll 4F%i'tSitfii:7'.'vAF._4_ - � ___ __ ___ I ­ - - .... ­­ - ''' t i IN IT I � � � � -0 Si - I L � I - - 1521 � I - - - - __ - - i [ IT- �F - - . ,� � � L "I n ,,a-- � - - � - ­ - I - ,_ --- - I = - - INS - � N, ___4� - � I S, ll I l i - * � � loe), �, - � - �� _ JiFiF - fiNN' 1 11I ' 'I:! F dFN N:I ' I ! ' ii�: ll")Ta'�� 1: I , �_-- - ­_­ ­­_ ­ - - ­____i _1.l­­l­­, , r � ___ - " - - - � __ , - - � i F1 if I I - ­ k,, �� TIN N� I- � ­- -- � L M - - � -1 . � � ­­ ___ - _____ - il I T;, , I v I *7 Tl lg,fi!, F F: I:ll N�N, I - . � , - I -_ E I ,I T L, - I - ­ � � �, i- -1 � - � - It Z -- - A- , ,,, - , - - = - - - -_ 7 � _ - - I "' ." ,T­_ ,Xl",_­­,'­ , INNNSTINSI ll';:t ! - - -_ ­ % � ­ -- , 1iFNT ifil - I � -_ __ , iibl'l, --aol A�Nit,�n v � I ii,- " � � �� .11, ,IS I ; I N: "M!�Il,�N _N W,INNSNNF,�, I N, ": � �� INC Walt r . � ­ ­­­ -I � � � ;I ��­­­ L � � - - I � I __ i., " -_ I, I I � I It, , � I �� ,'I. ". N, ,� I - - - � - � F �� - � , � i ­tl �,: , � - ­t- __ , `� N' lallll� _ IN MI [.- K"CNi, 0 A, T �� . - �_ � - -_ - - -_ � 1 1 t " , , i I " � , - � FlitS , � Sf� �, li� " wi- �, lt� �___ : L,- ­ � � � L ­�_ - � - - I I 1 'INNI 1 1 X -, q-, i IT, : IN I � t TIN : NA�l i�2 - � - FE - L - __ L r F - - I . - - - i If �-�, W,T]NINTF ad�,_,, hilR]: dnTH, F !:I,;: AT:, Nd;jlN,N: 1,11 1: 1', N�F' �lNINNNINT! I'll " I NNIN, I N-L FTX1 F`F` ajaid, �ll, iNNI Plitt V. I oildaullm I : .1 NO I :11 IN 1 1, 4 - - It - - - - - - � , - , T'INVIN A I : ., _ St= , N-t - -1 I . I � . � ­1 �� :,� I , , - N . I fm ;N-F. ANTI 'WhilkSWITIN , , : 1 '[ -� I - - i i T� � "I �l I �­ " - I � - I � - - - ­ �. N -,-IN ml�c , �vy,wnd�FNN�, 'f­-_­�­', �=iiii , � 11 A . I - � � ; i . _ 7"11Y"MeL:N`i1 IV -- = _­_,�,--N�wo� ------- Ndr,'­-_ tiT­.R�,;T'll - - , 1, �l :I I � A 1 Fit . m w . j T� � : � _ i i , IF % � _�i I F t _,: - - I ,W,w ,x � I ,�i IT � I � I - - - � � FF - SAERSI 11 11 �41, , _­,N i It F� - - �_ �� __ - � I I r I I i - . ,` � - � . I - , - ­ �' - Tlil A ,4,; 1 , ­ f�Fi ' '� 1% N�L�,NNN­,:t � TNI I ! :� ��_�� 1111 'IN I T N i TH: aT,I U N �iS �P,` N, - L - - - � ; - - ] -tii � ;1� �_ STISSFIN, NINTINKIN, - - - taii , i = - - , - -t - -- - St- -_ - __ , tllds.�fl[ � � - I - -_ � � , I l =mv - - lS__z_,i��_­ L Al _____ -_ - -_ - � I - - - I ... . ANI N I t iNS i ­­ �� � - - � I � I - - ,I � - �, ad, � i -4- 7ifff '_ T L _` -_ � _ ____ �� � I F I � , ll �, iq�a � . I ,,_ �Ili: !:I : � � 4- � ­ IN ' - � - � L i,,,,,,liOilllaN��v1 , , I , ,I ,,, ___ __ _. - � - T N­ I L - - _ _ - - - �:,T _'� � f�N �, NjdZi - it T - Nif �­ _ -_ - _ � �% I 0 - - -I-.---- -_ --- , 1, = .... .. -..--"�,:,�,,_��..�-.�,,���,,�,�'ll'.��.I..�1.1.�.�--, ­­1 I ` i, i_l� L � L I - - � N 4 � 1 All!l,, IN � _ �, � � -_ , :,I ITININ � ,I ­ __ ­ F I , , . ­ - L - - L - - I I I, 'No L ­f L - - - L - I JP - � - - --- - - - !Ni,tET: 1,-NrF ff� N 11,_,"I ,:III I I 1� i� 1 1 .. L, L I I 1 15 ­ A'1­1 I I ��_­­­] --- I I � � I wilit WaN - � 11 - x __ - - r - � I , , r � � � I � � ,� __ --- - - - --- V I . . - - . . � ��, � w- ,i, - __ ­ I -,r- I'd - - - - , I 11 � � I 7 � - ­ --- , - , I 1 � _­­ 13 L 1!iFF ,, o�ll TIN I N - - f � - - - - . - - � !t: � I - � - - NNS a �-. ( J)�P__�� " NINNINTN" - 5 , I �, ' ,�. I I I I,— - ­ _. - __ i gif- ffii I , i - H F NN� - I - I ,! i , "I:t I _ �_ I F;i5L,:jil 1:',',Nl� �,l . ' I N �4 ­:, "!!I l N'S" ,da t,i!,:, : ; I -it" = - - SN ___ __ 1­1 I ­ -11 ­­ ­­­ _­ ­.- I ­ ____ - � __ - - - I I F F e: li :�, � I', � � � I I - - E � - ------- l I I : - � L - - I I a - r IF I- �� T,r�' ._- ,�,�­�, 4,N ­,u tA:1 ii�,,,damT - , ,_ �� T I "I TINT I III' .� i � � L � - ­ - - _­ - - - - - . - - -,a - - I � � __ ��];[L� � , I - ­ - f- `-XII lhj� Q, 1�4 F� � , l", N�I N1'INN,l.NNN::N ,,!I NNN­F%Ildti,� I'l :, I I I F�l F 5,­� -4 , , ,;I �_ __ _N_NN I , tt, ? N I �fi - i � - ___ - - - I �� i : INNI ltli,_�,,R', lll.�, ov NIiavi ,Aii 5 , � iliidff� .. - I - � ­ -1 ­ - - ;r __ - - ' i- I I r . - �iil I'll! --- � � � � � � . _ i: ­ - - lr� I � - - c I . L __ - � L _:�� � � � . . �,_j � . ,,,-N, - r --- - - - . - � - - i - - 1: L I i � i I I � -, , - - - __ - I I I - � N F�=l -, NIS Na= - el`FTCE� it ��_ - � �Fi � -_ - = - - ­­ ­ � . '-'�-'---�'�-�-"L�'�'�'�"-'--""'--'� � 4--­1 - - I—— - ____ ­ ---- -- L i E __ L i � iNj, i� I F7 A � ,,, N-11 tt ,: L__ - -- I Allvl,llil�-,, fl,&.: Ill c, WNI �N � - - I - - , T r , � i I - ,I E � ­1_ �_ - 41 & I 1 t - ­ I �f ,,, __ - - - __ I ��, I -i - � I - � __ � -'",I 'L t7 -_ - __ - -- � +� I �: ii� � __ I - - N ii �-,: i� 1 � - - a- I - , - - � :F - IN mi. I � T , , . d - - - � 1 1 - - IF � j, , T'N �l � � � I i - T : � -AA. � = f �� via� ---- � - L � -- - ,--- -� Nifff-_ ­ �fi,f , � , T.�,l"',N,'"I,1,1N1­1, IN, l i'l". ,I r: IN I ,NNN S ifil" "I 11 - -1 - __ - - ­___ __ __� __ 11 i I I � - - __ � � __ __ . I - I I— -,.I ­­ - i i:�;M.7 I ZQdl I I 1' Ai I : t � T � � i I I li ­ - --- � �_ ­ :: �, 1. I il I 1 i. 7 , , I i,*--S F I - � I i, III 11 I - - . - I i I I � - � 7 �=; ti�f� qiF'll -'­ �' �IL � - - � r I - - N ,It I if I � I �, IF " - - I I F, � i i I - _ L ­ � - ,-, Tall :'::1 `AI -Ill Al'TN'T.T'INTS: A'I'4,IN NNTN�jjjlli, 1 NN I ,��11 I IF I if NN NTF� X IF L' 'r � - - . i � I I - I I TIT, IN, N, - - - ­ , , � ITT I I q I I - - ­ , �' - - - - - �i� - �­ - ­__ - - � - ___ � - ----- ­ - I , 1-1-1 N­ � 11 - 9 I I I F: 11 - �i I IN I ''I - - E I - - t, i __ � � - � 'E"Fei(,Z&�'§S N ,­ -am w C­ t . - 'r I I I I !I � , , L � "Itri: IN 11, 11 I - --- r 3 1 I I ! � ­ T,, � j � 1�� ,� �l i-g!fi- .IF I F­ ,,, 1 1 �` I i­ � - - � , I - _ - � - �. � NSFNi i IF,' I r ��F' aN." � i I � . � � � Ir ', � - - - ��, L' 1 ___ III , I I - L i . , ".41 I � i,, R � ,�ii - N - - - - : I I I , ,,I - ­ � , � I. .,, E T� __ _ N I � - i - - - "FIL IF . � , t , I INT, - � I � � ' I F ­l� N"L ­""l, �i f if 1� � __ � ­ : - __ - _ T - . � - � � i ,, . ... I - - _____ - -_ - , - � - F� : i I ,,, I , - T 11 � I I - i - � I , ,,N, ",_ MSN , , ," - � i ��,,, � I I TO t , IF , %: F N:,F� ,� - a I - - , � , - 1, � - - I � - !=SaftS r4i I ,!j: , - N 'T l _ it I, I I � � � t N� - ­ - LL ,, L, 7 I - 1. . - - - - - - ii � I � I , � , � ll It Q(i�-Sfv � I ,, ! I �, I - � -ti � ,Ir � , , � - - - __ - L - � � - - , i - - - - - 1 - - - - , , , '.F�' , ,_, "IN ", Nif-- , I i - � " - � -� M -_ i0liil:i� - NA,'_M� N�-­ Id � �,N ,11­N,TF1, ", FINNT�Tlf"NF I If I HTNINTIA - ­ ==:� - , L 'I ­ - - _ - , , __ - - - ­ i ,N� - , Ufi$, ::NT �,Nl�_,�Ws NML��,�:NFNF� IiI "'I'llijil : i: C I,, r __ __ - --- -- - , ­__ , - ., � ­ ­­­ i "a � i 1:1 1, � l t7 I E I I : FINT I T5 r , I I i , , i IF F - I - : - - - - I I 11 I'l � - + - - S_ ­ � � 1� ­­ - ­� ­L NI ,�,,Ill j T , I =TTI I NI 'j,I tl� I If - � N � ,,, id.r 4 � __ - __ I ___ I I I - - � F I - T I ­ I - - , : , �F I I I I I I ir� - S� " . - I __ - � � L - __ - � - - I - I __ � I I I � .� - I , i - - - - - - - - - - - - __ - � - __ - __ - - ­ I ­ ­ . I I I i _ - - - - ,-- _______ I 11 :� 4, � - __ - � I i 1: I . , F " ,,� 1 4 - - � i � �� � - - - � __ - - - + ­ __ � - - - � - :1 :, li ,11, - - __ __ - - I - - I I TN,�N,l T. t�L ,NF T I - r A - � ,-- - - � , txit� A �E_Nif �� TFd i 1� 4�tf� � � �, 1, dw�: �F F­ �­,,,: I �TINNN,Nl` I'll, - � - - - - I - - --- � I � , I K,-,-TF­ � � 11 IF - - I � - - ­ - I I I , 1--__ I T - - I - - __ I - __­_-_­-1__Ni­.1...i.1 ­ --.-- - I 'T - - � I I � Al - 1 I , OF, N'll, - ill 'I'o"I "", " :ti, Siff - , JFN�� I �_,I Fl�,v ,'T IT Tv I I ''I'll''1111 Nit ,ii �4t� � N, �L � � I'll Vdl,w �i �, 9 ''Ftttil tii_­�1.17,,` ttF~., t'MiNi ,','I" 11-f l::, ,,IT 111, INTININNIF � ! " �: ; I : i Ni � I I - � I � , . I � I I - - I -I 1 , I i - _,, ll!i: jl: 6,, I, � FIN, , I It LW Ill ININNINTILINNN 11­ I ;1 e_4'1'1� I � - I t - - I : r I N 1. 1. L Nit- I, �_ F - ­ - '' INN: d,�L �a=N�Nlj, - ''I t,�­il - --tt - __ � � - t­1UNN,N­- -_ 1 L i � - ir T: N�!N, , - - - � � - �,�I�1� It � 1: � - li iL ­ , a � - I - - - - � 4 4 F I - ­ ­ I— - i SiS - I I tF - - - __ - -11 _ I - - i e � T . - - ___ I IT' - ____ !---. � - ,I - - - - - - - � I :�� � � I --- I t __ __ - E . I � - I ­ __ I � N� TT, rl�,Li��, ��:,,,_-'<-, T b I I : . 11 I I - ,I ­ I - L � __ - - , - - __ - - ---.--- I 1, IF - = - i I :, � � - . I IF ,NIIT� '- � L ­ . , ird', - : I - . - M -iZti filififtifli "t ;I ,F,fild Iria Nil,"Ildl.%T-l� F."t, I - = : I l I ': ,TNNN,� uili lli;p- rilh S�Sllj: L'Ttll _" "I 1,,L�,N,ljj�l v, 11,_ l'FiI NI N1NlN P IN I IT'll ":I NNINNI � = INT"m 1 ___ - - � �­ f� _NaNE! IN I N I r_ - - I I I - N ,di INWI �Fll Rif I " ll�, IN KIN N 'Ne ,4, I , IF � , IT i N, p � �l��l�:l��l,!':,IIIL��:'�:!:Il�I'll"�lI - � - - 51 - - - � 5 - I " - I ! ISSINNig ft�li R - SM iSNS � - __ ­­ '] __ � i � - � I I 'T NINLIN,i:1 N14 IFIN I ,tA -W,­�Nl fifitivif � Nifil -­ - III ­i� - N � S- 11 -- I i I I , , - i- - � � F -_ I I IN � TI , ., , � ti- S= + - ­­_ - Saill-d"N.r�`FE7 N4 illil - - , 11 = "', IN , Na" ,I t - I - - � � �'e�­ Ell LlId"W".1f.-7� iii � ­ Safik�ti iN:II!: 'III ,V'­NN` ' - I -fili, litea 'fflVa- �m -.:�N'Sttt t:tl� -, 1 al - � - - I - I - - � �: F I ± �1 - IF - - � . - . - - - w TIN �T i� tfl-f� N - ilikFifil 11I SINKLw, I i _ I I I I - - I � � - I - - � - i ! I _ A L i . I I - - - - - - - F I � � If � !' � , , , ,,, I : I ,,, F�11­ - - , :I : ,,� !I 1"': r'IN, TIN IN I �',Nili­-T- i,livi-lii _�_= - I INTINFAidift - t­ _­Njii�f. �' rFTLI�Tll _ __ __ " ` 40 1 ­ ' - rl' t ,1 - - U iii- _­ T�rT N­T FfIl- a-lil i ,­­ - - - �_ " - �,_ = - � I � � . - __ ill F : T, j iU fi � � - - I , � � � - 'L � :! 1 l - - 1 _ � - I �_ __N � - I - � � 1: ­ -, =ifi�t�­ � til - - ___ _- �-- - �_ - - - A -� I , r � � E � -_ it - ____ - -_ -_ , � - a - � , �� ­y " I IFN­ - - - __ - --- __ - __ - - � - tj - - __ - - ­ � � - - . - I � - - - - ; � � � - __ � - _ - �� � - - __ -1 - - - - - N L - � I � - - I �� $ � , f,Nit; ii- I - NN TNj - _,fiL F -Sdif - &It6Z��Naa NS' 'S,j�j AK NNSV � aN. � ,., � F - � - T "ll ZFNI'll: i.k� I! 11"i New-. Ni�i aa-'t- �� IS :41I I "It L I.- , ll ,NN,F '"INT �� � N!!:F Ill r,,,,a i ­ 4 . Ir V - . a - E � ` 1 4: � � � - ­ - 11 _ �ij I - f � � I - � � - -L I �, , d � 4 .ft Nal LNNN IN.N. SWIN-1 aftitit" iTil�,01N: lNot rA,NN W,1,11,11, d,K, Pi I I ,IKII`S`��"'Y'Nilhll' S NNN 'l al ­ � L - � liff� I - � I � � 4I : i - I T­ . ! r � I � I III I bNaWl T I L - - __ - � - - L _ _-_ - � . , � I E . � ? IN � al1i1N = - I ' I . - I I ' IN I I I'll 1'": T IN � '!I ^I 11INNIN JI NtI �'F.� t'.',4 'IN MIN �: r ,�� . ,J' ,%I " a 1", ,Ng , .j ., ' n � ,CNN, I � f - . 1 - - I I , - - - Ida' 11 I, NT I I NI I MNLN I, ;I I 1� , 'IN, ILINIF d"', . __ - I - - . _q F - � NI I " N, t, t � � ` - . tF I , ____ . E I I I - = - , I F L FL _� x. :it E­� Sifil :�: ll 1,"Nitif 1: � f:,v IFVN INNINNI lNwIl'I" 9 �_ 9 E - ­ � NI - I - - I I ­­' � N _ � - - � Ne, 41. N'Nfcl,�-%t aliff qfTStil 'il if F � I :1 . - - - - - . UNIVI'll"llit"I'd 16"`�Ni "' �`� TIN T,� 1"_-L^�1,TN,-Il1NNl,', NF1('LJ1Qvt,t,,�jT - L � _ - - if 11 __ - iiial" fift . t � � ". ! � ,l , EN�N, it�a`. I � ittilligi - 1 � � -NNN*:I,Fo;l N, - - ,- � r " : I - . - - i - . I , A - � IN �-_� F ­S, AN " , ]"Fil I ,,,I NI " - - , - , . � : 1 , ,----- - - - - - . =:iI j Naliff � L, a i - - I d�il:, ; INTI, ,,I , IN - - --_-_ - - _� I - I I I - _,Jalr� __ - ------- - I - - - - - - II - - I __ - 3.� - - - - - _. - � ____ � t - - i - - - , �_ - _ - - � I - - - - __ - - � __ - - � I . it � il� - � ." L t it, :I ,� � i ­ - -,*I, I I N1, Ill all I li", LIN- Nial I ­­­ � F N ---- - __ I _____ - ­ - -­­_ f. i N ,,I "'N"N 1", � T� 1� , � j, ; ,I I � I, ".������,��,�������.i��ll�����,�'O'���I � I �Til, - - _. I _ - Sil , � %N N, - � 1� � - 11 F-it-i- , fF- - - __ I . - � -,, - � __ - � __ __ - - - F I F TV . - � - - ­ � SaillitttiNt- tl� � �C - - ifil - - , : it � . - = I I , ,I I �j : ff 1 , fi� i � - -1 1 7 � . IN I 11, ; , �,F I i : � i 4 - F, i , :S_­ L11L1.1 .­ ­�­ � j .... -I L, , lj� ' ' �L, L ' I I j N 1, ] o . .. IN 'N, l I NlN:N, I IN I L S - I'-.' ! A I 11 I� :I 11 I IN � I "I __ - - - - T � I - N� � iit � -, - -� , ­ . - F i 1r," , � - - - - I - - - __ � -1 - - - __ I , - - -,Tt' I I I � I: ­ ­fT �Nal - 9 2 iipliigjf� - -, t - - - , I NNI F"ll fa--- anil A'. �­ , � I . -- 1 I, . FIT I i 5 INIT, NIN: I'l-i f I tl�SN IS � _: Nl� I Nt�jal NSN�llkNNNIN: lFitilLifil t' - - __ - - - � ! I L � ___ L (7 1 ... I 11l; ''. IT I �,N 51 - - Sit . , I I - 1 , i . . , � L I !I ,I . '!, : I I � T: , !I � - - I � . t _ d_ i , N � 1: � IN T N ,� � T � i F � � - - I __ - . I � � - 5 ig- -, � I I - % I F . - �, N: I ., NININ !I T, �,11 L ­ - - I I ­00, ,,, Ill N IN , I L ,,, L � I I F - __ - . I I I ''I IN IJIINNI N':INNI Ili z I% It"ll, Njpi� - I� fJNf wi -L dll�lidt?tl _Sl - �,� � - - � ­ �� �=T , I � ININ j'N4 ­��N,N 1:: � aI ,,I i it'INILlf- Ill � j , I Ili W�, i , - __ tp - � i I � ­- I, , I'; F ­­ F , �-�:t, - 11, al� -4 , " I . I ?III I I N, � - I j, "I"'I N­ F I Ni i � N � ­ I I ,��7x ,­N Ili NIT T-L .:t L� - � .1 I 12 - � I I INN ,, , i 'l i W I i � � I I � I - - R_ I " %NNlNN: IN SAINTNINN, Nl �!W� 0"� 1 M: NIIA3NI-, all, 'illlb E0 '-t .... .... "I I :I I L - T � I !� id, ,I � , '111'', N'T ���� IN 4�1` ,, , ,� ,,I IF _ � � �:, � . ­ i `­ "�'U7 111111111.11�lll Li,11,111111,111111111 F I III , !�I, J!"! .. .. ... L . .. ..... ... N ­ ... -1 � � T � I 1 I L_� � , N �,Nl IN 11 ,I , N NIS " . MUNN. 1 i"', i� I i � I V - mr - i ! j ;_ - z NifN T ­ �Niiyafx;;_ .I- - � tIT - � -90aim I i - - I - � i i - � , S, INNTNIN 11 N T`L' � 'T = � l .......... � ... ;� N . N ....... . ... I, !!��"���-ILI��l-.�--�'��!���.�'��',�.�,-�ll"..� .1­1 E , - - " I � I - - - E � , . - i5 . � -S � !- i IN I . � l I I 7 , : I I � . ITNI-ST-91AII I m . � - z - � 1­1 -11 11 - I ,,, '�, IN,, � I `,� , -1 aia . * - It— ifti �Cfigli -T - f- ", A NISMr, �.IM'dia NIN, IIII"'w" 1.�NN, 1 td � � i�% , N IT 1,.,TL F t!i� I.- ­ i :7 - ,�, F� _ , ,,N - , � - . - - - - -1 � � I - - - . - � l�� � '' - __ - - - ___ � - S­ Siti IS-F1' `� rilijti� ­ ,11� �� TFN .,N,,. Niat, .X� ­T Tif iffifF � , I - I , i., 1N. ,� � �! � I � ' - " 1" L - 1� - I I . .................... T N' I � IN "I ,I- ,I I �! 11 r, It- � � 'l' . I ­i IL 1 , - I _. - _ - : L I __ - _ I i � F­F Z: I � � � T W&Il. lienej�wi Na Nla`lti v , i � 1.� , I ­ - F : � E � I - �� � 2 - r� � "T , I "'N" N!, t': 11 tt,ff- -, - �� - NT ,N',vt�; w i - - - - - . - 1 7 � � - A---- ­ - �_ Li - ­ � - I - F I IN, � N, N I I � - � I - - � - � E I M. I I N � � - - - - - � IF I ­ i N . I - � , q � S=� ,,,,i, � , , r �:frf ,ioC odmi;�_?!, N�NJ,`Nli: �T'N " ,Tv��- _FIl !,�I.A`Ntt �t T�NfFlli _- f - _N � T L � I :! � g - __ - �___ - - � � - I � N i I �� 7 Ti'�, I FIT �,N- _� -� , !�`�N` NF"N" I �, III;, _� ANNi IN `�" N " IN �� � ` - "�&­­- �_; l '�iN� - __ , - - - I" 1, � L - - I . t � - � i i 4!% � AlINTM i -A - � t 'IN�' i� TIN � I � "G �N,,,(, IS " .", I N, l �: At"'aa �'_ -.' _ . I _� 1-1,4a,.�S-N- ___ - - ­ "MiNs � 3b__N­­m - - - AIVILD=W� 111:21ial� � N , INI: � � - T, ,, iTL, I Ill, Ill . ii 4 1 �, �, I -I K IlakTIil, ill !IN cvtjld� NnNI � 5 � - :; -, - - Siti - � iis� �= - - - . I I . , � = ­ t � tTi I � - - � I �, � T IN I'll, ­ �­- - - i__ I .,I � - I I __ - ____ w Na I r - __ .1 di _- - - - - - 1 �_ I ___ I 9 . - - - - - - - ­ . it C�iN - NI - : 1 ti , d i", Cl IN 7 SIT � , � al � Af I I -, __ ___ � i - - . - - - - ­ i-t- - � - - � 1 144 ­­­ - ---.--I - fini2fie_ !"Y" I ; � j4q.14 li� =AUJOilm - , -, w- jSp�. - ___ - __ 21� llviiii4f�- ��'�N:N __ r L'. ,, 1 a771 E, � - I - i- � - F � I �T­F AUER&&iU_Km � _-,. Aw_,�>fl: _NC :fFf t,� - - ,NNfNU::r [ --' 4' � N, :� T q � � - _ _� � I F - �_ - __ - ___ �� ji I -i � _� ININ.Il l: I NIFIll N`NNN4NF,,F_` t� IN N "'AFF , E i- r � f- 1 . - �Rii -itiftl " - - t - � -1 t , ti IL ' � I - !_ i t � q, N 5 ,!Ill ... IT � I Ii T -T= ASI 11I T I Ili �- IS - Aa 11' ;'4li��" " " T - i . N . � - N� " I � I T, I'll 11 I ` "I'll , - ,Noen� �� Oe I it t `% I . - - - , INT F �,� � , , c � It I,,d OFF � :�!��* I ­11. ,,,,, , � 1 "T, ll:,� , 11 '11, I,': , 11, 1, I I ,',- ,111lil I i ININ 1, I I I , I = - �� f, , �,Tl� IF I L j , ,,,� ;N�I�il �, IN: -,,S� , , � f 1_ - I I . " ­_ - - . , , � ] S, T Nli,�NNAT III Nwi-7- , - � - �� ITT I I I d - � -.Ntil ­� i,� Staic fIr � - � t , V� TIN - - �t�i"F� kc�` I � "l. ME i IN N, _ I,- 'I'l % I �� I i t� i , , f � �� - , , I :1 "!, itiF �­zi ­ A� 1, l� t - � - - IN, ClUl � ,,p­k�r '--_, I I l .,� I I 1, ,I, I N I 4 . � E I - N ; - I � - __ - - z = - - � - it , it - � ,,, 1 , ­ , � -1 tF - 1 W"I _NN MLF, *-N, Yl,t� 'L ,, I li �HS,��- " ­ 0 ;i � - ';I � � - __ , - - .1. N. li,,�,, I �1 Mm i im- IT FINN - , , I -, N � __ - � liff �� ­ - ]k ININNINNINIF 4NINTIN Ill i . ,I I � , - __ __.N _N,_1­i­­_­ - - - - - t" , F rl,�T�A vil F � - - - - - -_ - , Sii=�_____ f .... . . " _­­,­­ , , , "' i "! 11" 'I'". `�� RMA, eivit"AiNflif M"; lkgf� VIS" Ili NNi­ ii=-t*,N1 Zai , 'L ___ -,I. ""'i'N'll 9 I , � I 2- -1. - � I I � - __ --,�-11---,=,-,.-,-."�-1111---.--"- - - ---­� I-, IF - � ­ - _�_Wk ­_ l � � ­ - �Nl LI IF i 11 i - � i . , � - I � 1 ��No GW 46NL-�-1 111111'a vnov_ NI � jail , - - - - - - rl-:,�N L.- �� at*NNNNdl:tNN%iaf-4 1i i -, I . t � - -L ,L � - t `­��T I � (_zi,::Z_­"" ­ ___ I � � ..fr, ,N , I - I - :T !III: ,I SIA .." 4 I , , � . ulv�`W_!T, � f 4 - . __ - - - - - ____ - - - __ I ,I , __ -4 - ----- - ­ ------��---I,�����'�,-��,�,�'-�r - - . - L I &�- I � � �F �=S_ - F, r- ______ ­ ," Sf-gN­ ' N L I I I 11 I - __ __ L � �_ i 11 - __ LiSel I . � T4' T N N, ,,, I', I r, i - __ � ­ I ,- . L L ,--- _­ . I - I iNC, o�)Nll 1J,oLVNNXljC1_� ff'�� N:L STOPM "I'J'S�FL � I � It --I - ,IN w : I 'T t:wf!! �_�i ­N�al ST`"!, � I , IIIIII 4HN __ tit � L I F - � L' - � I 4t! �:NlTll, , . I 'a, N , - - - � � I -1 � - - - - - �_ - __ - � - - - - � L . - I 1: - ­ , � i. , , IF n � : � : il��Iljvo - - - -, ____ - � - � �gy -u - arr - - -­ . 1: � f ; -- I T IF III , � IN �1� ­Aj- , coll m i uc� "5 !� .. 11 I -1, � - ____ ' ' ­­ ­ ' �1' - .1, IFNNIFI I I � . I _*Ak PAI - 5 Se - " � 9 1: i "111 �11 J� i - - - 1 . I , -__ I 1, 1 ���� FIT" 4 0 I __ - W . � ­­ _. ­_ � , - � -rr 7� , � NN' I _' `1 I ­_ ___­ - _.- I - ! i 1 -7� I INNS i I 'Itl IN " 1 Ill N ,I, I 1, � ' � L , � ' "' ­ - __� - -N �­ LN� ' 1i :al "`F S -!I ra, - Li NN"'TNI IN, _�l 111"'L ""' 5 - , Y � , N � ,��,� ,-�, , , - - - I . I. ... I 'r __ - 4 , '!I - - I i", � I __ I I,` � - � - L � ILil - l...- I Iw U.G'N ___ - - F , i, ,,, - 1.� 7 q - - L __ _ __ - D, I 1, I � T_ __ I ­ ''. ,� I L__ - __ - - -a: - . - � ""' ­ � __7 iff - � - __ - __ INalilia" � - i - ,, - __ L " 0 1 I ��_ E - ,,, . , - - __ - - __ ___ - __ - - � - __ - - q - - - - Ft-.- ­ __ F � L__ L' E ­­ i N, � el N .-�.--"I-,.11.1�l..-----4�..4..I ... ���.�-�l�,l�.-.-�--,-",,,,,,�,��,J At�� i '� 151iI � 51 . ,� r, 11 !� I 'T -,, , p . 'I t I , - - - Q 03AL palf1tril'-flOw PAN'D i III , � � 1 - , il fix- ­ -_ - IK - 14�­v& _Wiltiiii�fii �� - - IN faliiFA��Nalll� �'Il �� � To _N'd � A FWENGTO;� PRO ­.1-1--1.1. 1.11,��,,������.���,�-���,,�'ll""�.'r - " , 11 ,I I !%� N_Lc,� �z , �_ � � - � - jkN NN,Nrewl I. � � I ­�_, - . 1: � � I 1, IL I il.`�L C 0 � t - ­ -_ - �� TNI TNTNT�p­ ]", I -_ - - , - ­ � N - - ��,� - , q:_ - . - - A 'I il I 'r I i , . . ­ � If E C 0 .. ­ - ­ � -----I,- - , t 1 � ,,, , N: i � I , F ,�I , I � L � � - i,r I , ili a ___ ­ - __ fil -NE � ­ __ ! 9w- � , __ - ­ - - . , - - - - I . T�NFO N , - �`Nliaifilirtiif---A��7ailllil ­ - - - l ,_ L _ ��NLN ­­_ . ­ - �_ - - � M - , _: L tIEL -Y L JERINUNi I . T� � � '; : � �i �� I � i I - , � al '' � T"FN I = LI,4 e � ___ � . - __ ­ - � eT ,I T , - - ___ �._ - I ­­ - 1, = I , af I � I � - I -itiftittl AULANSAi ___ - - f - � __ �q I 1 N I - _- � T � - _-3iiiiiiiiiiii !n_�N­2�_- "' � - N, � q I - _ '', 1-1 "a I FT ­ � : - - - - - - ­ � , �S, IN 5 ii _' .1 � NI ll� __ - `_ - - ` � __ I I __ - � - L I l�,� NIINII01NINNI�l 11 TL �t: :� � 4.� k� � I IT ",I N ­ NN S _!filidld 1 �_, - � � i___ ­i iF, - 2 - - 'L " fil " Iii � n 1r-,N Ntil � ­�.z--_-T_--,_ -11, TL --- � - I ; � " - e l 15� �Tt � eN6 I, ��I te I , , A Ir : . � 'fll-weavy = � tr-,=, N' � I __ i ItNI'll e, , . S, - NNI Sal, I �4: 11; -ifN ��­ - - _� iR,:r L, L�_A­P,AlCmw - - - � i r5,N N ,11 � E I it-- - r ... 1 ...... NN-lW F,F i1jr, *, -, -1- ; � ­___ - - - ______ . � - - � - -- - T � - - ­ - - - - - � - - , � � . - - , '', �, , N­ _- 4 - ­ � .- I NS I q��11 I -I;-,-, t N-millia i I IF i--, - ___ � Nil . I - t - I m __ - I - - - - - - . __ - - - - - N­ - � �_ - _ � ., . .� 1, ,,NI , ,N,, N � all"! INNIslodil , " i�I - IF N.� ��N�:TTTTT , F­­ `NNd­_ � - 11 S - - - - - ­ � � I - - -1 I I ­ ­ �_ - ­ , - ,lNll,� I .I I r ___1 -till - � 4-,T-- - ___- - r -- � - - i - 1, � � 11 �,F , � � - - __ - - - - ;;;: - Sitifti - i ____ " I ­1 � - ___ - ,F �­ ­­­­=�, - ir . - - _�-i�!­7 : 1 7; - ­ I � IN � __ - - , T � ___j - � T4 N � .1 i � : __ - . ,� ­_ I I -L � - - _��:_, - �za­ C - __­_ _ � _ , ,I - __ "I". , S, M, N, FFI I% I I �r , -0, , N:NFI:i, � I � I �. 11 I - 7 . . - I I I I ,� ". N, _ - _:a'11N_ - __ ­ I L_­___­N­NNI ill IIIIIIIIII. ­-I1NI.N �­­ � ­ ---L'L I— �� � ;� � , , - - I --'--'-' ' ' ''--- � ­ -- " ' ' ' " L ­_ , . - - � , i ,,- -. . ___ -.-. , � ____ -,. , - � .......... .. - - I � - � - -, I 11-111 � _�_.N� _-, J - - - �, - . _�, �_ _­_ 11 -11 - -11--.,-, I "A I, ­ I ­ I . I I '''' ''', i . .. . ... �, ,, , ,, ,, . I __N��I­Ili­lrii ": �, -, ===_ ­11-. 1. ,� I _­ ­ -- ­ - - __ ___ __ - - � I ­ --- � I "I L ,: r ,4­if_ __ � , _ __ - �­­_­­ TNiN­_­NNNNNN�j � - ' - � I � I � � - - � 1, I.COMPP)�,ENi.�.,F'QR,,,R,C,,�(��,kl,!kAR.,,,,.:�,1,1,�FE, � L � L � � � - - " $A_,f_LT I ­ � ­­ - - - - - - - . 1- . .. � � � � __ - � � � I L ' . � � � � I I I I I I I ­ - - _E.7-Z-..."AKQ -VORK-11,01 y . . .... I k­­ L-IMMM-5 I --- ____ - � - - - - - - - � � 1 . I IT dril-41A I �I,,�-� I - - , I T511 I INIIIII h ill 11 I'lItfli'LI Ill � �, t�al I NNNI d, T­ - � t%tv - I � 111.1 I NNi col- N:� i, . . I L � I I 11 "T"'I' , N L � � jl� ��, _74tr - ii- f­ Sill L � . ji I . ­ L - , 11 3 I 2,��, � I Ta "If � I I . ,*�' � __ - - - __ - - - - - - - __ F , i .,M, , �� :, f,ial � - Am - , N�W � T I- 1I ,Lj I IIr i - F,14T IN � r � ;_ - - I - - �� - � i ai NIS I I., ,,,,�,�'ll""I'll"".�.9r�'ll,�,,�ll.,�I � �� - � - � � - 1 ll�­ - - - _ - - - - - � � __ __ I ,� � F , " 11 � 11 t - - � , I- - - � u -�N- __ , - - ,� � L� , S' i I F, t: �� ­ N_ 5 i - � - f - . i � = NF 1 AS4 � I : i � N�_Nr A7 _= i �ININL IS,, I � ", - � � , ­T� � - � ZIN, lilITINT `� `NTNN , c�ax;Nol INNI NNINNIA111111111 NNINNNNFL' � 11 & N ,I IS � ,IS- I I 'IT N - N, eNUMN, IF, I I . - ITT - � . �:il 15040, iw*` 111"N' If I �: Fit, I ti F N, '� " T � I i 1� l , 1 o NF I i: - Ill i I : i �Wui` I ,� I i :,,� F fIST Nt 4 -1 , 11. �0 N �­ 11 . ta .� � 1, � - �` N_ . it ; ,III I i i �� � [ , I , Pol IF N _zfz _- IF N" F I ­ l ll - � N, � : __? I . . N . ....... . .... � ..... . N . N . ..... . ... OF le�.I "' I,,, ,-,r,i'I ... � (II! MOM . ......... PAINILL I ,� I liall I gif"Aill 11 N N �I, :.;,,,, ," L , I �� -1 pillod, - �L �� , ] I : r loolitIT11 wu Pt jNN1JjI1,N:jN INIWI. � Ii I - I � I N! 1111 r N_qj n, *1,L'NF al i rNN1Na al TI111 INTININ Ili Illo'll _11� N4NNL% ",. ", " 4 HEM I I il, wir'll ,im'" � � 2 -IF ..l.14, . , � 2r N 'K ' 1 __ _ R L - , I i�� -IF '41), IN H IS I I NN, �,�, ,,,I'd; P lx,,� ff IF,,': i6l,,�: I I : � I ,,,,,,,:I L -�, � IN, , ,,IF , . � ___ I.. I I, , �:. I '' ._",_�I:��::: Ill ­,ti,All�,N:� TV, I Q , �­ f" � FIT i A"Naliftigii niltlf , � I I. - I ,i � ­­:$ � ., 11111,N5V I NN'TIN:111I I , � i T . I L, 1 I . - - 4 : I I I i !� : I , " , � ,� � .,:,I, - ` I ;,l I ,,, 4 ., TV I al TIN " z , ! I 1, � ­ i li I- F i � ,� ii T � , IN I � ,., - - ___ - - ­ -_ __ � I IT ,,,� T� NINI: , 'I . � IN o2n IF �� S - - . . __.: T ,� 1 r, L, ­ � � I 5 .- . . � . - � 11 TIN ,I I �, __ 11 _F` TaSSISSICLIS, ­r �_ � I � �Nf- N , � 1 : � '� , -L I 9I ,, Nul 1: I - : IF I I I � - , I" 1! ti � - - � a illSIrSil NS­ - - t ,.I ,TT, ­ � - - liIi"N" I I I _ �� ' F i, ­�15 OR 'I " , IS T I . I I - -INMi1713INSIS, Na - ."idmil �tiA � , I I �.: liT , T A I IT ��TNPT" ... t ,2 7 " lill NIX ��F iXwVt 0 _,; ; �INNI ,",I fdalir,0�, ln,V' F� T I - 11 L , . , lIP 1, i . h­�, 'L INS i%tat-Ill. ­ N_ L �; N:j: I I" I . � 'I !11:�, I l: 11, 1,11 I T i i I I!!! .1 4 w,iN � , - F�, , � � . 11INN, , . I-I.-I-i-IN.1111.11 ,I,, "ITIN Iii t ANNIIN 'N' INNINNIT L I zvirma - NI L Iill i vtv ill - ! I ­ , :� L - i IF "I � - - - - � � --- __ L � . ­ - L � � � ­ - -1 - - - ____ ifiTiff , __ il Ni � fF limil - - - balwL ima" __ - al - - - Ti6l, - -_ - - 6 ;:SNN kQ!L_AT,RM4.EL - , ,- , I . . . z 4 1: i _ - � f ]F�FINNI " I IS ,, S, I l ;I lit - ,� 1. IN - -_ I . If � � _N:'l l: 'Lt. illll�:Nll 1 � Nj,,N:,N ,IS L jL t � : a�_ _ � ,T t I � - � � - . I 1I ,, N, I 1 ii� .11p, ­ I I T, I �i[ - � r t 13 � ILLEYL-L]�Jlb"' r I I 1_11 - � - � -Z � I ":l I pil. T . .� I N - L -1 - -�, FFF1�,N,j,jI!NdNNN I I NL,T,� IT: tr a, r i I I r � F i i I - ' � � VIT, " IN I Ir"T" I - " VAY ­ ,Nj - Llwt; __ . F, Sur � . . F i � I I : I F N jzN; i �i, t - __ - �� IN I t 7 I' 'Ni I � ,� I - � "N' � � �, I I " � . -.Nf : E F: 1- vrXd' � I , I . I I - _ � - ,,, � - - - "'Iff I :1 " FIT "IT' `iF�, � , 11 ll:I�! I I l , i �! "i'll i���", ­ - ­­­­ � - .1 F?fi�j I F I r � I ti� , I ­ N I� ,-c,- ­�� �: . ��:�­n­iiZ F ­ I . I I j __ I � - S N i ii I�i;, 1'"Im"go, I I "T, I , N, N 7_ Ili I :r r",N � 1 � - _ , r : ,_��__ � I I I I�L� �_L"x I 1� 1� , � , 11 ,I, fa S, N.NN - I � I � � 1, F 14- aillin - I,:!.. ,, otAx I mi d `NT'6K - � - I � : � L F im"e.ijil: '-' "' - : ! L Ocilill ,� -L tatic t. �N U-- %!=�VlReiZo( 4 I FAH"_YANUIR � I I ­ !I ­ . 11 "'ITO INNIN N, �� "FT'IN 114,,,�: IIN I N W LTNN"`NNi"`N­1% ­ ___ 'll ,41 Nw, IN 'L %.N­ "ININN iI AZ4!_)�w i - : L�­', � , �: I ` � _� - I I JI � ­ 1, . 1�": v - N, ,-f ,:�; FIT ` L,F:j N ,�� Ill IINNINNI " , Ni�, . ­ _ � I �p , - - 1!`Sffd'N VNI Noll role, NoZ-F �4"o P f ialp�, I U.- q'i �: �LST, fN`4 � i�ll ld - NNIN, ,IN , ", `vIal NN3 �?4 1�lo�N oli", , / 71I I 4 I . I I I, 4F , L ll.W_11 � :: �li � �,ilw ' I __ 4­1 - - - ___T�_ _�;­ i - ,,-I= I �, � I I , E , , I NS�il � '-, I F I 1� � I . ��, el i , , lo SIT,, �� 1,11 11 I -, , I � . .... . - IF - I I NIN, I I " "IF Ci M"NE i'll 1. , I I 5 F il ? -_Dz vil,"i-NIN . ...... I I . - T-;"N-N--- ` ........ 4NILN........-FIN.N.- �._ - - -;"i'­-N­-_l , I IN fth VNI "HI-ifff- zi-I I I I _____,__ _-N, I I: I 11 L - , !: i , , T " r TI 'N' �;N, ;1, , - I �L , I� INN "; : �, NNNNNN 1MM N-.h . , _- "I tl __ , " ; 2 PatINAMM " �, I I I'll Sw p A,41 1 , M lr-- .�I" , I- j I - - ____ __ I - __ ­ - - , � t� � 11 � I 11 - � . 7 � I F � � , � t1f _- Si 'T � L ' I iI , IN, ii� U " _-T EL ,� I ; -Nx, I , - � � - . �, 11 ow �: �be "' -­i;��.NlIT6 _"N; ,� IF _ - , � . , - _ - -_ %t ;N��kii_ �� " __ � - - - � I I !L� , 11 ' . - - _ � , - - - .- --- -- ---. , , - , Ni � n 'tIaNtli, I I 1, - � I fliaS : - - - IT L ,--' � E - - - � , - - - - � - IN f: I - 1­_1FI I - - - � , 4LOBAL PROTUT �_ - IN, I, l M LEX - - - i;;�.,�::���"-!�',I,i,��l,,,'!���-- a I L It- NO 0 �W, 1 ;I f-,7 i N, � 1 1 , �11 r � N� I-I'l � ,N ,,, � N 16"I"Ne, 6 N;*Lietielt - _� li Ni � , 11 N-11 I -11 I .N IfF - : _f% Ill ' " I I N�NNN tTiliff �wFNINTIiiiii"N' �:tltill -, - � I Ir ­ i i I I!i il rN. Nu n_ N UUT ­­ Q4, lillin-m- tar. , WJ1_,_3iZl_ A`k & flli;� w 5L"f - I � _'! t� � L To � 7 L'­­ �� � I - . ­ - NNNNINN, NIFFINNIN, %till_ 10- I , ,,, __ --- I A�_ W - - LN-S ­ LI , 1 __=��1!7_ - : I liwdlIAN N�lt ,- �N - - - E I ll - ­ F� --- - - - _,� - - - ", - -, li, �!Sll ! I I _ __r I - I 19" ALW6LE ­� - I - � ___ N� - " &I ilaw, , N� =-,---------- it ifli ,�7 , IF viiileri;;S�fdtid,Sdirl� - 777. - __ T I .IN ill Flil", IN ,I � 2- r ' �n,ffii_ F - __ , T , � �Twvl � � I t N . ----I`P � ' ­ ­ - ­.. ­ I ------- - ___ - - ­ ­ � --­­ ­ - � � ­ , I qFT.5t I __����.��N'T _', 1­ i� ­___ ... � ............... ... . . ... ...... � ..... . ... i-L.11.11111. ... �,���,�.�.:,iU�.Iiiii�i�ll.,��-4.,,N!�!�ll�,� _ .- 1__­­____ --=--I _­4 ... ­�_ _­_ I �;; : I'll 'Na-9 IT, FN il� , W� iNI'liziff ;niliiifS�ii� ­,N! NJ � _�CA]tFNilift S , , N 11,11CISANk I., itifl,iii -,,I ll�� ­__, � I T ittillqNil jill"T , , iq -1 -1 - '.� � , �. TINS � � L . � T I � � I"il 1 , Ill FLINIll.Sif TI IT I, � L� �­ I . ­NANSiNat, ­i � , -dS -� !I! :': � - 5 - , vvadc ll� � � III i t � - ­ t � N!L So- 'ILMI J� � _ " r I Z__W ,I F 11 : 2 I I � I �T , ";,l4 IS i­ ­ " �l I I I A ,4,�i,�ft . I - v TININ NNSI!I N"C'MININT -1 . I:Fl;!1 I FIT I i , di 2 " I , - - � i� :_ I - __ ­ i T - ­ I I . - .iiT, I i - iiii 7 �- � � : It I i I N ­ F� TIN I I - - - - I �_' IN, f � tift , I I d, , t ", - - 4"" all IN N,NNNNS -a& F572SIAS % Y: ,..l - '! �:� Ni " - � ill I I . - .�NNSN_­ � . 7- - i � �T �_l I— - - _ � - ­ all, I,,, � W i d � - -i 'e'r IT � - � N� -III ­ , � I � , IN_ v _ � I o � i � ;� I T . 1� I - ­­z - - , 11 NO I �,",K "'T, - __ __ - - all - - - - ,F­TN!�.,,--- "t, � . 'ai _____ ____ III ­ ' NN � _ ­_i I I , I e, I I i r __ - IN N�6, g , P, ,, �iz i ,,, , `N`I`ii� 'Ni 4 - " I � 1T �i, , - __ �itF_ ; � IN l o I ­­� I � - I - i I I , f - - - 4 I Sl 11 �- I RN - - - - - - iL N. I = � i I it 1 , - � - � - j SaNlext- - , - - - 11 IN I . I � & - __ - -1 a � -, ___ __ - I OR - __ - - ---- � - IS � �: , ' ill L L'J'NiTIF - - !� F � - - I L� v - . - 1:F,NSNd - III i 9 � ­1; I a � - I I I it _� - � - -� - � I! IN :1, 4I 11; I N � Ni � I I . - - � - __ i - ! - - --- � . ­ L - , , ,3t � I � I 11 al N , . - N., l I 11 2�03 I 'INTIF �� 4 i S��; F� .F li :1 l � : , ! � � I r - - m =v ail � , , j 4 F iiNa - . � I - a - I - - . � � I� t� "T N:91, NVINN, i I .j - i­ . F - � , , ;r I! Sff�11&tw1�iifN1EriNa1Nlil - - __ ____ ti - ___ __ - _____ If "'IN l,"', I � j,"'Al- - - � ��.Toj� T,lTN'11 I 11 , __ N I - nil - - - - f__ _. - - - - --- NSti � , f al NNSNNN ) �F& � N!, F, � N� N I;Nl� ,lFN: 1 � I � F -tl � - TF ��f 0 iiiiijf :, � - - ; � ;u --- - - ii " , - __ __ ____ - _ t Sl � �, � _ -, � . ,," I , VON -,m NFNN� II.Sal, ,I _� ,� - � - � I 11 I ,jkr lak fil . I " I , --- ;I - I F_ � - IF T:: i T., - , th;" - - ;Nj,� - - � 5,il NiS 9 :E : N I 1, , I 14 I - , I �� All AIN'T I-VIT - , " , St -- �- �� � , , ,. I " - �_ � - - I i F , - - __ I 11 - - - LL ,, FiT ii F I i W Nk N WIT I, _"K - � �� - - i f IN, ; � I I - N Ti� ,I � _^ jl�.q�h T - - I j . � N, .. , ll� ,,lf I L I N t . I �, i __ Airif f L 1;1 I a � � ef 1� � I i tl,� I , , � I f a - . ­&F f, 9 S :I 1I i r I 1, I 1: I S - - - N ­ �. - I T � l ,� 5 R � - i r . I N 1:1-1: IL` N � _­�_71 S � - - __ � . , - - - = . - - & I � m - ­ E � it': � MINIFS . I 11 � � A � � L I, , 4, . ti I i _" i . �_ - - - - - - . m . � � I I - I, � , W ,I � N'T'S4 FIN 1, - q !N , " N � ad ,e,rijil 'T , . - - - � I, ill ;I 5 , - � � - i Lil,,N N L __ I I N, i IF _T I , I I S , I i i I � ,I � E�, oz� � � ,,­x,N- , L � ___ __� - ___ -, IN T I Ti - � � N-, ---­�t­­ Niti -­ ­_ ___ - - - � I: :7S�l - = - 7� � I liTu"i'l�NiNtlN ffc�iiii +__ . � . -, I 11; wil 1"I I , FTNNvTtS _ � N �, Nat U�fv N ii _ - - __ _ ­ � - 411ii . I . - I F lllii� NKINI Ni . - � . - a !I- - 5­ � I -Z � �Fi � r " , L. T-.:-;Nd:TD I � !�� , USM 'I im F i't �'-a' " ' I 'Ipq � - i - ­*� IN'T "! � :I 1 Fa7 71TT�� TFI�� rf, �_� 1, � ili - I" 9' 1p� ­�,­ � , I T � ­1 il "A -1,; ­ L 1 - - � ­ 'a tF � IN, IT ,!:, ''ITS ,1 7 ilf �,jlki � 'T: ,I IN NiAlfit-til iffill3lilift "all . =------ - ­,�T , 'N'ii: NITNININNI� , L . '10INKINN"! Ni L - - ff� �Naivifl ___ - - _S �f� - z�7= , r � NiAPININa Mal �Filprif ' I - 5 -11 ; j: ". I N�Ni _ , rr - - ,_NqNi ald ii"'N, -jNEjiNfN Itil NbINNI'liNFILI � - � I j ,oid �SifjtI4 F� �iTi,:N, � 114 WiFdz� ISA ,l � �- F� -, � a ," X�,,7SNN� ,IN NNIT :I, - -fi , ,=1 � - Nl,N:I �� -�, F rr LKLUM.Alef T FLOGIR M-91MIR - - - p- &DR-Napgr MOINNINI - - ' T-Q,jilejo MQ,ilep,QL Xf I g'F'S:lj � - , - NN 9 ilim , - ., �Jllo ­ � � __ -1,, � - , ii; 110150i`�fS =bi21MfldNI _ - I F,. - - - - -imp, 6 anlit l"Id-, ­ Nj t �L ' I ­NNNNINNNNFN ­­­­111-, � __­___i o ill I 1 i ,,� I iNK C"wboa.-Mi � V !;# 1! N N!�j N'T, I . - - T 1i �St NL I DIX I VANNINIC . R :L .4 - - I � � I l �Tl I �Nl F I!!' �T' e :1[ INIP A WTE,lil IiNININNT*Z� �is,)Ni N:1,F . i � `�A-"M 51 LF -- 4 F - , __­ - - _� it, ­ fi­� ,,,, - � E - i- I - I - I - __ i S;,p li� - - - asff�_ __ __ li"��'N,',F==N_ � � . . ­ 4 .4 ­ I 1. I I L ­ __. ­­ ___ � . . I—- _­ L - __ - = � � - __ .�, �­ - _ �_ - ,Ns�,Sl I __ - , - - - , It IF - I " 0 .1- - - - Illi­ ti-­ - i - . Sit a L a � - - - - � NN t _k - - - - - - - - - - - 1 51i 7�!!, , �p��� 51.1�11 L11 Ta, NT ­ 1, NIT 1`0 NF"i 9 - - , I -IL - �__ ' - 1 i�, 'i, -Y r- 1 IT III :_ii:: '. "I'll "45ININN, , No! I f­ - %S- � I IN ­ � -Z" Q'i "AILVINNI"NZIN'T $TV41, Ti P-NNi �T,, � P ­ ­11 . I—- __ - __ __ - __ ___ - .. . � �____ __ - - 4 N� - � - - - ;� i � - m0w ��j lifTwIll F .,i TIS, Ur_:: - �E� -1 �l �__ ------ � 'r '111­_­� -- - ,= SI. - f� �_,NfO�2714INe�4 �, I ' 1, I IF I IF TZ 'ad, t� i , - , . � "ItTINA NNININTNIll NNoN 1,1111 NITCNINNIN NIN, I RMN � ill , I, ,�p , - ­ __ - - � � �­' , , � ,_ - - - � - - .� _"_ -I 1 �� - � ,,, NNI1l.T,N � __ - I - � r , ` TIN I il, IF _. , I � - _ L_ - ­ - ' � - � - � � _ , I - ii I I , li iii, I N N . I. NN N I N N I Ali!URI I ... Nio .... .. NL_1,JJ1 .. . .... N.,N,NN ... I � I. �­ii.­ 11.11 � � �l 11 NI. 1NNNNh I, I "I 11 111�1­1� N, 11 IN il IN, illl."'N�jl =I, 1�� .... .. i­. 'L - _Rlum ,U I_ - x, aci-PESM11,1e $%ARLAAW ij UNAJ Aisk,mikka-Emm , �pp, eN,11111,4 , I �NN $1/4 A/5 6/$ & */5 ,i �, � 1, -, 11INNI MMM.�.,!jih.QLL��PANXL,,.!Ll�L.LEM�gy1f��..,N �l , �,Z�,,�,i=D.U"�.Asi-L"Lwma-�1-09M � Yield, "ININ/7 h, 4W/7 ifilli- Nii jol i ill,"'.9 A-W Ji I I INS I � III 111I: 1 I!1N1I S ,T, N 'IF 1 11 III i:, i�I !I,, I :11IN 4 11,111111 �I*,�� I vAN M.Ll - J L .. .. ,C`NQK8ETL .,��:OKA�ry,,L,-PLQ.,C,,K.-4r-ffM � I ,, . IN I I 101,N110,11 I _,�- L'a, - - - ­ LaMMSeem iiii __ - 51101%1 JN`NNNN1i1�,,!l J.-SMS"i ­Kh � - - I I --- - � - I ill I 9 I, TNNI Mr �_ 9971" , � I Wo iqJ:!:N NeNNACM, _L'I NA,N. U ... il� 1-4- 1;m D. Y, - (� _1i � � t F , i'�; �'. r ,i, IT I'I � I � � . I I I �l . . i " I � - � I �_ - Nol M= _� __ , I .1 CeIR911W NoPioofmp AII FmN Lm"I" ' __ ��, __ , � ' � I � I ' t ' ' . . , . I � 11 I , , , - " - .. t, r- ­­ ­ � N­ � v All 7 M t � M %NA HS, N, 1, F, N_S� , �� I - = - � .1- �� - A - - ,_ _Na -� __ iNIN � 0 I I - � It 111, 16, 11,11, "I i­IN1,_1­,NllN__ I - `__ , �_N` 1 ' q r !"� __ I NNAMOINI PANCIN � 2'! I N 0 r 4'. , , 1. �, I L I" (* t- - " � IN, �� 0 I �' Fel i , . I � = I ..-. T - �_ ___ - !I = SiSSFill, IN, h � - - �- ­ - ­ - t � ___ 1 E I.N_NNI ..... . __-, __� NINI � I -t., 11 I� . SN"'i � 'll I T It � F �l , - '!� 1 Iv,,, - ii, I, i _S_ - , - I - = n w. , i Y ,� � ,I , - ,"j " � �`,' ­�'�[ �': � , � I � :4. N, - , - - - - I I N,_ 1 � - -- - i � IN l:,l�NNNN � . I , I I � I,, � ,I I . , i L r �__ - r - I - - I I I I - � ,-- __ � - _� _T __ � . __! _ . � - 4"� � I 1, 7'� � . ll - 4 1 i � Ip.- � I. , - � _7�­._-�----j - F__i��ti N-14 I 11 I i . , a , � L,, � I � , r ", � u � I T I - I i 11 - I S �,, F , �,- 144v . q if Z, I I, I III I - I , t - I it - ____ ­ � IN , . ­ _. i FN E - E 7 r - � I i . -1 i ­ ,,,, �� I , _TNTI � L L � a . -,a , S : � '. , a, - " I !,I IN t . � � - 1, - - Z , � - - . . - � -, . 1 � I � , ININ, l�, � L I N �t � r - I � , , 11 :�: ill iti � t� S ii -, I L - " 1!i IF 111 - F i n - , , i,": 11�;, S�,Fo,,, I ,I - .? 1W, , � I 'FIN b I I _­ 1,11, , 1: X : i � '. I I tt�TL � , :1 i I'l- -F,�� , :: � � � � , I � - il� _ , N, t, '. -1 iNoi,"", N � ,,, � �- -! � _� ��' ji N I I 1:1 - -A- - �, i - I 7� - i 1� , N ,I T` a IF . � � N � T I � � L ' � � _' E - � I �hiiz I - iN, i � T l I I I I I ti�i I i 11 T I -1 - I N! , � � FN 4 ' " - - . i � , �� . - i: t� r a _- � I � N , N � I - - 3 li: It � A ,I - L � I l" IN I im ': , S , � S - � � - I "_ I, , , , " H ", � ttt� I 1 = I , i 7 I I L p " r � - I i ",T': i� ". � IN ­' I a - � � ! - � ::::I ,,I: N � ' I S - n � I � `1 i � N - , �� ; L i iT , , N . .- I x I � , F'A'IF, , t 1, I I L I ­ - -_ I ­ D TN., i� � : � I - l I, ­1- �. , ` a I I I I NN , It I ,, - i 1 I - �, � �, N : 1�, 1�1 , _1 ir �-_ , I . - I ­ �,:d I I LLf:NF­_ .... I �",:�llill,:!!,�,115N�.:,��1,11,�,�'I'll�:11:�:111,,,���,111,�'It�,,!:!.II a I ----_-v­,FT . I T_ , I ... �!�ll!:���Ill��:i��,��:�,1,,:�,���,:,��,, I ­� .. - __ __ � i . i 1pa'l - 1. :' 41' - I ' I I I I I ,I i l, - m F � I � e il i III::[ I � a - -I IN L - . m - -, I L* zill No I ­ 4 ," 4, o IF 10, 4 " 5, S'1111 I 6/5 " 1, - -* � � "INS It p , s I - 11 ,, �� I I I - I I dF - I I 11 ', - i, I � I � I I , I = I ii F , a I I'll �iI � . - - E IF I i , I,- � , - I I '" - �d ',�, I ------ � ",:I Till I IN '! 1 I ,,, 'L ,it, 'll't r N'!� Ne NNWp I, w '7L -W) NINN 11T IN I 1� 4 I I, 1 1T]0,T 4 11 �, ­ , i I I I I I i i N 7 I It, L i N, N -, It N It i RE: WA I Q RH­L,RANf'L_d,L L ELEYAMY ,iI � � - � ­ � , �- I f i - __ � __ � . - I - - I T, �i - s , ':" � I, � i, I r,,:,,i,, i N - - I � _L_R_$TL �tAll' ... , N, ,,0'. _� ,,, I ,, ,� - I �,i l, � - N I - :I � E I I - - , �FNSTT, JITUAN ll?- . I Niljj� NN1N:jI Ir: - N ��- . ­ i N t N 1: :1 � e . ­� I - . � , - - __ E � - - z i, I I N ­ E 1-ii-I-I .. N. ........ N N. ..... .N1,__N,.._1F4_.__ ­I-N-1, I 11lv,z­­­ � .... ­', .Ni�l,, , ,., � I � 11 , , L ,,. "'"' , , INN'll"Fi: " __ f I., 1, I 1 �N F��,I��Fl� L � 5 TNF��:7�� '" 11 . .. .. I ....... 'j, � 'Plv "' I I - ____ - , I- L ` - - . xZk_ �Iil I � _ ,11T, I .1 I I I NO , I" 11 p LLL r----T---" Li­­L" ,� � _'_­­'­ ...... _,_-'_­­­1 Ill �NNTNT,, - '::lN!fLt I L I" , __ F - � � - ,1 1:_'� ., �.��,� .�I� 'I", I � N, � ­ �, . NANNN_ . i . I ` ,-0 I i i i p T i 4 E C 3 � � Q 0, 'I , A I I I A da _ Nif -_-L ,�iaa� ii' - faf L_': ___I � , IT �o ­ � N-L 41 I, I I ,, L� ­ � Ti: I IN N .5 - � "N - N:N�, a L .I -­ ­ ­ � . __ __ - - � :! :: . J � � � -1.1 J '' ,I - � _71 - � __ - L - I i __ __ - m �� . T I "t Nli;;� I , ill- - __ ­ ,,, :=E - � tii- � L i -, � - - ii�������:.,I�!,!��:�,,�����,,�,.-".5�, I— I - . - _____� -1 t � I Ti 7-1 -_ �­75 ­_­� ___­ � - r I - I - I ­­ I- � ­ L ­ . I I . I I . � . I I __ - - --- - - I . . I r - I— I N -R, D �U - PANE1. i i M1,4LL.ioI PETAilit$ F litil aL 681% _ __ - : - - � I 9 NF, Ni - - i'll MYNe",C)ID IS T I I i L SSNN VNT Wi . 1. RM(INF i 1A R EqZ - - - �� a I I i - I - E I I � � - - T I I � T I I - 1 a T � I., - T � �� , I ,I I N . I ,I 11 ,�j i � .1 I fijj� N: INNIFF I,N�jil� �, E 1: � : N I ! I I �t i:� i I I I 11 I �, . I . . E I � I i L ,� i �1! 1, I - 1 T: I � "i !Nvil T , I F I I . - - - I - . � � I - RE— ISI - - - 3 t I , I:, 1: � ,I l' 41 ' � I � 11 ­N'll: j :I ,!l I �,�.= - �il - S T I I - j - - � i N E �! 3 � - � - - F - - - _ - � I I I � � I, !� " T,� - � - I i T - 7 I i . I . & E I - � � I - � � S N I I'll I, ill � I � I - ",:I , __ !? [ , - , I ­ - IT, � I I I - - � - . 4 � � I , , T., 'I ,,K�, I I I - � � I . _ � I F i F I , . ,ri, it - - - � � NI 1, !* I � �� :F, ,, ,, 14 1, I - __ - T 0 r �A� N� I iaSi:­ _41i i ti - - - I I iTF � ­ - - 7 IF , , - c�_ . � � L L , � I L 11 . 1 iig - - __ __ r - � � - __ - - - ; ,I I . �� I I 11 _ ­�i- I ��_, � - - t � j 1 - �_ ,rk. � - __ - - - - I , I � I __ NNININNi - - � I - - � � - - I ll�,N . -, 1� i','� ,: NNNTL: �,� I , - �� N�,, i - - �_! ­ � 'r ,I I I". i , 'Lid] = L­­[L­ � � � I I T ___ I . I __ - - me L'N �`� h -i ` - I i - I � - -_ - - � - - �L p ' � L - , I � �_ ­a�__t.-.,_.__t 11 - � --- a IN-- - i I FqIiNdI "N. I I IN - - I I , - i � E N I I 11 I I � I -1 � - . - - I I � ), ., � - :, IL 1 - - I :I N F i � N I . I F . � , I: � ___ , - ­­ , , r - - T r I - i�: -1,F �� - - - � � I . � � , � � - a � � Ty F F � 1 - - - - ____ - . . T � I C . - i � � � L I � ,: 1 I I � - - i L_ 1 fi�a 7 1 -I - - I � a U I— � � I : � 1,­N­ TTTJ � I � i � i �� I � I i 11 - , . �r I I IT IF - - RA i Ta if 0­1 No, 1 Z - -_ � M_ri � _J 6 - I �___ it - - I � - ­ � I � - - - i � pF �Q�_ - A i � lif 1, h - - - - I - __ - - : ! I ­��-­j � I _ � - - - �- � - T F , , � I N - � I � F - - F I ,NT:, � , I � Ni tial I l I I , T Ill IL 'l " T !�' - - ,�L ,� � - I F � � " . � . - N � �?fF,� j , � � - I -, I L � � - - � T � - . - - , ,,,, � � - , ! �, - � , � .Il"T , I 1 i � - , ilLt � --k TIN I :1 I � , � 2 I il ,I,: I . , I, 1.1d 2 d"i, III I N,lj I IN,, IS � � 1:St ­% � .$' 1 � a - I !I � � f � I t- -1 I - , ',I N I, - � , _ __ __ - = I I � - - - - . it - 1� ­ 1 T4 I ,:,,,,�v , 1�,l 1 , ,,I N . - - � I - I , : 1 , -� m . � r i - I - - __ __ - - - - i _"iFFaT FNT'4 . - , I f,,N � � L - - � = 9 I , : -, �.�, - - --- � - ��,, 7 -1 I ag � - � i r i I ,_`,�, TINAll � -1 - - 1 � E_ _­ 1 - I � I ,� , I i " i :I I 14, IN 1, IT I 1, �� I � IF ,;I I Im" v�i F i IN 1 T F� IT, A V I � I ,�, i NI 11 L L . l N � I ... Ill :,,: IT I d � S_ R AiZM.,tVY T N i N A . I I t I . T - _W/ _2 - - &MUNhayfliv" F 0 1. � N! � - T ;t - =- � ,­1 - - � F I - - . K � - I .­ .__ __ � � SiCir 1,11-1i T . � � I! - � � - . S � . i - L - - - __ I I v 1� ' P IFIr iii - - - , FITINNI _- fl��ft � � - - - - � i � I . i I I __ � - - � F ____ - � - - 1, 2 �f­ I � � N� ­ ______ i F - - - r � � i , � I�NdTS rfl� FENit '61 , . - - - f L, , -�, - , . __ I - � ,a � I " I � � � - - F 5- �_ i E - , , , Z. � -Fl - L_'.iT.i_L___-__-_=_,� r, 'a � Z - - - � 11 , , � , � I i _�­ � � - t I � r i� NO I . , I a _ -4 i I - ��I,F t, I I TSNp.1­­:SSi­_-_ i I � ,L 1 . i � - I I i - - m 2, i N � fl�`ll Nil''Ll-i'lail - . - � . - L __ INT Nd Ng!i L ) , - F_ � F IN . N . $ " a F--t--, r - -_ - � � i $ - r - I � � . - � - � - - �- ii� - - � i r . � : T . �� iIr , i r ,,, , t i I l ": , � 11'' ,,� � I i � � r N,N NQN i 1 � r - . �_ ,N - - i . - I ,,, 1 �_ III I A F IT r4 � N, iSs , ii� � I �� - - �� � - __ __ - _� 11w Sg;; ,No ,1;14� I � 1, I . � � ­_ -- NNINN-illwil 4100 I: li"ININNINI i SINSON �t___ � - --- ­ - - __ - __ I : : , I i , I if i a T � �__ � - - - � __ - , W. nl��Tlt� yt; fN= omiliftil ; ­ - - - fati - I iii�lllx, mp, "Ita, - - i, ; . - i � �l , IF III , I,, � E - ______ - - � - - -i- Fr ­1 - I ida �_, I ,,I,, IS F N al � - - .� - � I l F j, C �l L , �5 N I 'T, � , - � - � - �SkNftii% IfINSaffiltiall ,,af -1 F-k � M � - �L � - - liiffiE . XT I, T "S, �� N� - � . I - t E L 1 1 ! , 5;k= NiSNN-__ �i, N� ':1 III i NN ' ar i E:" : %: T� ' i r - � � �__ � igia-r " INNINT N IN, � . i N 9 F a I i I � I E I ,I __NN - - -_ ---- ANSINall I ,N%f -SYS = - I :,I rNNN �l� Will 41,011pi, �ITNTNIN, IT tai­ � __ NN tiiig I­ I - N L - � - � I - - _'_., 'r ,_ 'I t � - "r, jff�tl ,, - U m , li - jr lflpr� - - JM w - 4 ­1a - - ,!�L IT IT init I, Thil. NNINN, I I I - fil - __ ­ iii, � I I 1: - Tr US r. I I - ,j _ __ �_ --- � - --- I - . � W NI ; - � ,-- �All - ,,, - iam"'T,, od T - - - 7 �-- �- lli� �, �! : AI IS = Jim - WC ft('A�I,a gE � � �N_ ?( .I. I � I # " I ITT WINIIRf N-" i1JRffiil - - lall '. Nairl-, Tf__­ - � - __ - -NIS,_ NN. aNiN - �� _ __ - __ JI: - - il i __ - � �� - 7 f ,,Tel,- I �`� , :1 ­­�­ NINNIN ,, ii-iitfil ­­ - SiS Iii. I ir,�::�li�",t'�-'�::I,:�,��'�,1'1,r T tilfr ,= __ - a� � - - - __ - Ill �Nfl` !I�i��: NINIIPI `T� I19i I,,, lwi�� iii __ ___ _� � � �__ : � I I I : I �­--- - - ­­­w- all . � �� - Ni� - - __ ,r - N, . � � i_ _ �_ ii T: "I - - - __� � � _ - - fidi� -, - --d, - 'i NT,=& r � - __ ___ - - - . I � - � � _- - _ ­ ---,-��""".'"',"�,,�",r---� - � - I � I i & F 2H - - - __ r , - ­ r - � Ni . � ", iii -� � 5 faill Clie" E-� " W, I'i I- I—" I - ­ 1F - - ­ , - gSSS-­- � I - - - - - � - r I _ _r,, �� - _ _ , r Lill�', � - - i r _- ti _]i __ L_ � 'i - �, � I IN "A � - - _ � i .1 - . � . - N, __­­ - - I t - f��'T N-IF ­T ,� �___�4___ miz.vNiF" 7 � L.� I --- __ I d: l I I - - ., 1� � �: �t �IT i ­- - t I ,I L T ,� i - _� TIF%� ��"- l � I! � ,5, it T; 7 � - �: 1 __ � L I , �� I'�r 5 F � 11 - - - - - = - - - � ---- _ I FITNT 6FINS, 1 it, =e` i i ­_ - __ __ - - ­ , 11 N - I . I --- � i - IT, tl�' �N:'11 I I . ; - - - - ­� ITLIS , �t : " 7 � � I , Nt - 9 -1 -, I lr�j !I I -­k I � I I F S ` � i - I - - __ � T , ! - E I . - , � IT - . - ,� � N, - , , Z, - . : z � - __ � a . t lf� atita"A �ittif= - - A � � - . � . .. - - . I , _"_N`TN`­" r- ­ ;�T T4L - - ailillllt�nrr 'Tt- 11 I 4L - - - Il - I 'Si I i - TIDE C 0 ,. UNMAlL zt - ­­ � - - IT ,pf�� m LLC _ � I, - , � 2 t - T'VI A, ­ � I , - -1 "III- ­­1 ____. ________,q � d - $ N; � ci� ITT, Ill TI I ��kldl� � i ."TT'l IN , IF - F � I 11 - - - - - - - -­- - q ­j -N; 11 . 7� � F­ I r , ,I I,,' TIN] I , 1, ITT, , ill, tjNN r I il� , 11 INN Sil �' I I : "I ,I ,,,� , ,I,, ,,I, ! NTNI - � ___ - I - � ;;; - - !I IN I VNITIT-j, "`,q7;`aiTdN ,­ p. , i�,4� N - ! I I I I!, I N - I - 7N:_ � ,,� . I� MIT, 1� 11, ., ­ 1 IT, � � -­ ,NN, I I I . IN I TI F I � III, IF Ir. - I - ­ � I I � - I �`N (i � 7 I N I � � I - -, I I �, � 1; T ,'4 iTL S� �g � - _N' i i� N N: 1: '. ff FN I I � � - T , : Lta<'-IST t"", '! if [_______=ffE: 'I :F11 F:l�� I[ ". i � ;I "_ -, -, Ii - - IN 1 !1:4 � 6 1, Te- 1: IF E'r - - � - �� ­ - - ' I � � - __� t _ jr _" IF . � i � A - ", "r - - - - , i _ - � � r I __ - �41, I 11 I --- - - 5 I I ,I I � I , .. ._ .I.-i'll- 1114 ­J I 119 FiNNNIN. , I - I—— ­­­ ,,,,,,,, ,,, , , ­­1 �., ­­1 , , I I L . . .... I I T, , , I r: ', ­ F , ­ ,Nt FNI _.,�,� 1 __ - �Ni __11 , 1p � - - - - I .I I �� - A N: N,I� III �il:! NeN Illjo: .... le 11 �L! oll I Ill 1.11 1111 I 11 111111 11 I IIIIL 1�111 i IN I _:­ -, ,,N , ,___­._',. __­_ , ­ - d, I N T. T, � , ____ ­­-) I � - I . 1WAII-lull 1 _f_Q!(_ R� EOU LA --- NEL I � _ft PA" Fi- r ..,-OB-l�.-QNCgc,IL-.OLQ(;X..-IT,Q-P r __ - _�_5_ F �, � �� �� -It _%Z�7ji i;il � � ��' 1�l� F1 I. - - - __ I IN, ­ ... "� � F, � L � � __ � � 11 I � I: �' L­ � I - __ - = - ­_ I �'-_4,4`? l� - AdiNffE7q - - ­ L , ifiliffs �� 19 - =_ � -F - - , 54 , V_'NdN "� - � ­� - - - - - l i � r I,, =,­��I, � 'IT- - ­­ - il�: i V -IN F*lf-; If ­= � � �� I � tF.ip ­4 F Na �_ �,F d IG , -, N, � , IF ii -, N& �,r , 1, I � 7 . - ]i:F_ , _;f: :! ---`� ! , ­ ­­ 1. _5R , � " �, �� ifill S - F --- �F� N - �! F F NI'T � KfL i 4- i­_ �_ - f I - - 'i - � , I I r , _ _l' " k �:�i.NNANNI: F'' " Nill q - - I NFIST � 1­ I a %;Az il:d­4�, ill , ,,H,, I I N! � I I i d � - I � "i - , � , i I � I 10 f `F,90 ill I INNI S I � W I . I I I Ni II I NNINT I,,,' il ,L: T. r - Silf � ` 4n. N �F f - �VU'7�DZ��� �A - ­­­ _. - �__­__ - _­_____� l a i - 1 i�'�l � F,Tj� lffilliliSlitiltil ,4N 1 lJil I., V;NX ��?Nslel E . L v aCtIvIll i I . _ � - LF - , - N - " I I ,I .I 11 , ,W lial '' --- :; i . - - IF "IN, . I � I ­:1 S%fN SEE IN L , , � � �NE,N� a ­ . - tTlld'�INTN!Lj�l �'i "I T W I ` 'Q: �N�-F - � - . I I 1, 1 - . - � L _ __ I �_ __ __ _ _ - J L:,�������������:���,�,:,�,�-����;�"",.--,.-���.�,,���,�,,�"-r I I I ��j F I I IF � � I - - I IS - I � __ . __ - - - - - - . - � 7 - �� a 11 :1 ,I 111-NINN�' !, 4 I il it NI;cf,; .Afl! IN NNINTINNINVAM Ill . C. "'Naft"' - . , IN a t- ,ao, NNINSla � IF t ­�� ( 4 n I t � � �_�,N`T.i,di Ir � ! Fill- - ­r: _r _. -:,. -, - - . - - __ - - - !t I f - __ . - - - STAI ttNA4NTF1 F IN It ,I N M14c wlirzw :� 1 5 � I N S oi, ol 4� __ Fr I f I ff-- - I - - i I i r , I 1 - ___ _[ . _� - & � F "Niv I � IS - � _. E I - � - - :: - - - - - : � a I 11 � �.� r I I I . - - - - T :1 . - L - - 12: � . ;Z I I i I =L T, 1 't"I" iliwtVi : : l ­*Ni St- �, ,,, � �� NNN I fdlt� j F - '�;­ - � Ti Th 74'. , � r I il F I � - I �,�: , - � � � N I IN F L T ,I __ � , I . - It � . 11 7 I �F�M-, 't,"",A)ANN t. ­, � il W2 � -,a- � ­ � - ­_­­ T_ NFN� r NI,1NI1N:N -a S"N�A,:l " AMI�_MwiNG 'i 0 _N 6I U UNNUIN111 `.NINTNN 11�-TINNII 1,,,,� � "S�'­ - 'i I a� N% ' �j­r�, JINIS ­`� , It, I ., E " I �l , 4C - - ... - - ... .. - - N- N ... . ..... ­ I .... .i. __ - � F - Sit � lit - � � - � - I -1 ____ - . � � - Illil f � - I - I I . . - S Ilir Al ff - _- - - W- - __ - - - __ - S 1 I,z Ty flif e ��w - ii - '� - - - - IT � g � i �_ - E . I . � 3 - � - ­ �� � ,I , � 't ,,� � I __ I E = la - L � __ tsy."NRR N I I I 11 , " V-41-1; IN �'Tn NINN'INTININ I'll li-,i pw � � '� � � ril F, . 1, �,. , � 1, X S � IN N it � f 6 � � � F N i � I 1, - I � � i . I I T I A r � ::L j: I � � I i i FIT _ � � T, A I � ll :nd"L 5��f i � I 1 ;p r . �i rL, 1, - I I .... t N - kill I I I !I SidiF � ,aflo,TNT ININN N �f"""�,I [ � l Il NINX 1041W IN FLINN , : N lq� , I N I, !I It �( I 1, !1INI NlNNNIN P ol Tel � a N � N I N, e !ifiil n N I I IS - F r �­ 4 � ;IF "ANNNINI r-1 i I � 1 i It . i I N, I 11 , I I T i , I I �� �, i�i, 1 I 1 il � I I I � � I SAII N , mi, -, ��! ii , _ r' � A�, INNINNINJINTINININ:11 �� '. I C�N,Zpl �,%ffla I I I i �K �! JUNIN t4alli 04. .1. F .3 ,I jo,fe"'j, 9 � _. ,� I In I I , I oal I* CAdy PC% Im ID � � . 11 �v � Ck.-A Fl.al) IN 1 � am imLff, a V, 43;�:, ralir-INSAi " NIN '1�11,11� 11111.11d,w-INi 10FINT,N]VITIT FIf 0'ai, m,atilaSif" t4ws N; oNlillt i!:` *�, NNNN ul ���'M; i(MiI!;14:�'01,7�l!n�t, I I M.. 0 LIMIDA, 00.00%, 16CI _ I . ", ,F___j!!!n�� Virt HvryL*1vdN Ili I i 77- 7;;*7;7Z1'7 =, oNN r4lur, _vk 3 , � - � - ___ I � w :lU virEll, lif" Nll!wt ? A_:N . - L----- T_ - - - �­_ ____­__ � Ti = = �r - - �Sift­ ____ NM __ tI21- UECON-Cr - t=UL NNINIMIM"" F90OW& 11C 41,�V'­ N ,� ... ...... ­&N,­­ - TIl � I --,-,- - , - ik", =ftiftNil, , NlIn 11 2NNNI r, Ia, jliia�ltaa� f� IN, I - - ___ �_ - S_ ii, 1-1 "I � 2­05 N NFAF "N.- i.N � ­ - �­ , - ___ -, ____ fSpill � ! Nrs � - = - - - __ i' TA `e'1QK V 6�ovcl_ K OR R GVW..RAP!lJit9QL W00t) ... L I MIN � t- IE � , , I , � ­ - 1I i-Fvil all � I ET77NEII=7 � ___ - fAmifim". I . - ! , - -ii- iERAPSIA iai� - f� �-Iiidacf,dlli I I . v - � - - ______ = 14,�ZaS,ll, iTq N� - - ____ - - =i!y itill IN - - _� ��, ti­w, �` 1:1 11 T_ � , 1 . I, I j - --; - - i . III i 11 L N; , I :1 - - i - . 9 ___ ­ __ - T �_ - - 14�!ifffltiS_ NifiT - __ ltr1 t � ovork,A! 0- 1 � - SIN - Rl . I i � , 3Ze ,,- �r,T i,i�o111N1NCI1j � . � oll , � . I -, � _,r �r; N­ � E 6KINN'', Njil��NHNNJHNN � __ 4 a-, ­� � ­ M1, - I - v ti - I - t�,Ft - - - - T- - - ' ' � 11,FNV�4N. ,!I'll - I r . - .7. - i - - I , � I N� - i N.LNT,1 iN IN oill ,%,, - ____ - - - 9. �l � F. - - - - __­ , S �_ - � 7 E iF�­ T f_� r � �_ "I � I I l: � INI I I I - NNS, � - = - - - __ E L __ . - K , , 4 I I I— " , - ,,­" I T I ­­ , ­F" ­­ . , I I lak 1:'2 NNN�N]Nr I'TN'11ININ III N i - I - Na - � - - � il_�, . . - . - ____ i - - - - rN_­NvNIi:I - -� _� ';i; - ­ M1111 QJNNNN V [ I _l ,'�a� TIN - I ­ li I - 1. � - � L �il . __ - - __ - - __ - IFINTINN.ti a �Ala 1 _1 - 11 'til" " � I . 1, I 5 I 1, 3 I . �� ILL v I . I If' � . I - � ,, ­L I � ii I [� � ­_� IL. 11, I IT - � :E I � i N.F F * _�_ , d a i �Nd - I 11 - - i I N� NiflL I - 'I 11 4 Ill - - i� It I NNNN :IL "� � - . TS i A ­ ,tiSillil - . - L, Al i � r-', � NN, F - - - - I � - 3 � . , - - - - I idlif" W., I�NNSS I i � , j "L�1­ `ol!�IVM ; � 1�! - ,4 �41,'A I iNiON1,15%,41i ii F �� � 7 i I "', lIN'l, 1, I�i a I. ,ww �d, &i I I$ �, - ''N N,Ah , "' N, , I � I A KNq Ii Ni Nil � � 4 � I ,F I I' � ll I _ff oill . 4- - N- � ___ a- I d".1liNTIN i1a, li"I I ol a .1 , �_ - r- - __ Siff - I 4vr Wvt­� --a! NIFFNINNI �W�T, I i _S It a IN ,� , I i S - � r �� � , f-- jff� . � - ,I - I -Ill __ - - - - - ii� Ill - ­_ --- --- - I p - . � - ., Niqiiif� �_ � S7=11[77 4 I - = - I - . I - - �]Nl I �z', - - __ N fiF �Al n i -, �. ft . I �� : I! = � 11 � � - ___ S N - I � p . i a,I I - ! F It - - � , A ,� , . __ = . I . - - � i 1ttl - I - - - t � - il - - I aft . . � � � . - a N - I - t k . = I a � S ff - ON' - Ni� ___ - ti 17 L --I IN - �_ N - F !�; U4 �___ , - - L L - � - a � ,f ifoltii ii,10" , 11 - * - p ­ i ,4 L I L Y � I � - --- � ­ - - - - - - - __ 4 F � - -1-1 " -.-a � _­­ ft ­ ­ - ­ ------- zt� ­ ---, N i d, , tflIN I Ntr� : _S, - - - - I 'L . . ... I il��N I 'I , I � � i im. � : __ - S I � 'T I- I , 1 L�ft r , . 'al a �Niz� __ - IF [_ - �_ L 1. � - �It iii � :Ll ... N T L N I �, r, - I � i - IN I �_ ­ - - e 1 N, f - i--- - __ ___ � I i f , - , t at 1 1 l E - ­ . -. " � - - - - _.__i­ : �� 1`, . . ,r,_- I a � Nt il � 11� F � J, 1 ! - I t � - _ ___ ___ Ii � I . lipiffitt I � � - vf;� �F � - I ' r, E r - I � f -11 011 ill rf 060-1, ! � L I � � � � I � - ti�`t - - - . fifif ��_ - a - I . - S � Ski fizta a i - I 1 � %I F�t - � - I I 11 T 'I LL t . -1, I - _S_ I . N. � RIC k lirk --1 l.flifi- �� - - _ ' - __ Nlf� vAlF % nv'r - F %&f- alif , r N � ol , ii _ Ill &f '� �� � - � IN . e 4 - ___ E t7 . - . - - � - I � - ­ - � - ___ N Fa�r: . - ­ ,I SI, , ­ I I - � NT , - --__� �� ­ - �_ ­ � - -- �- --16- , ­ - -,--- ­, ", " �., � ', "LoitNI'lo, , - , ,;, .� � � N � .! � ` ' I I I L � �IE C 0 � 1 �7 - . I I , L �Nlol I - - NIN't ­ ­ -- ­­ rt, Fail _ 7 ­r ii, � 11 I ' i,l,��r, 'r , _­ 1 Tfil , � _ - I vli­�,, ,I I j­, '� - � � tli�iiEFEFifiggii - ­- - 6 if timi N, Slid pq - - .1'. I "�L I � .�. F- 1:1- N- - � --- i - - __ - __ I I -1 X­Iiifflf�f , ', [ 7; UNIONS %I IF gim I ]-,I, 11 (1) (1) : -= � U) _(-0 I (:D i -0 > C) = 1 0 Z3 (1) (a) Si C-) 0 (3) C-) 0 I- C- �� -0 CL . .- 0) I (-) (1) i (J) (1) 1 r__ --% m -co ` FT (L) ill C-) -0 -0 C- 0 " - . .- - (1) 0 -0- = 0 - 3: = 0 IN - U_ - m No 1 CID 'I 0 Co > ._ Cn a -) . 11 L_ 0L . Nill- ca- _E IlIN-iiiiiiii t"12 _0 INC: Ill Cr) ill a 0( z I z . , w mi 'OCT 2 8 ­ 4,111 � � - - ,I - 11 I . Virtual Review Assis % ' I Plans Re,i i Inc. , L I �, h I '()MPlia OmPleted an appr ed V . L­bj"e I 'cQ .' the 2020 F IC 7th ` Y" elbia I Edition t, 11 P) ?300 4 I . I L I I � I T I L. � : , � I I a) I j w I - � T -P--i � E E iI .7D , � � f :, � I i � i . w i I W, IF i � 9 C , � i r (z i ftli � 1: 111 t F I " 1: 1: i� " I Ummoolij LU �Iil 1: �_ &NIII&I"Gil Uwali tomerTo, Wt _)L,Ni�2111 V11- F .:;= �­­-­­­-N, - - . - W4 CA" T OrIl S&� . 2 , E A a-Fil ,tS,pla N'NNI I < ­ -­1 � ­ ­_ . .I .- 11 - t TT!r� ­ = WINNITIVINPAM"I", I ANI MANNITAITIVINN't4nill ftw%ft"ONNINN, i I INS ii N I L_ ­ I ,IN - Fill :. Ni !tWill � � � - - -- _.aaW�mil - Nliu­­ � 20- a all - L - - - - - - ___ - __ - __ - � �__� ­ � - __ , � tRil m . 0 1 . " . L 4"Im rm LIN - III .4.. ..ntArly-4.i,.Wli.;.M--r--P-tui;-. L _J_Y Atl� �1_ml? I! j�! i I � I � I , - "I 's " !I �� 4,',� �3, 1 4i a i ,IF ,��111 ��__ j 1N,lNiY � , I N;, I � , � .- ­ � 1 i g­,- F-,, i, Wi itill 3 "I"'., � �,- 4i'lit".: 1, ,L ii, � 4'5 & 10 t ... �N:NN,N�lr I I � t I, _ L 4 � � � i it' - I - - � N: ­_ � I V. t ., _� - - - __ ___ - __ ___ - -- �_ - Nti J� I': I -11 I I 9 - I r � I - - - - N - - - - �_ - - td�NN I � v I - , - � - � F 7 - :!�! 11,NN i '4� . � - - FY __ - - � � - __ - - . . YsNe Ii ­ - I,, ,_ , : ,,, ! 4 4-- 10, i " �, �l I ­.T-1-17, �,O.IfN �i , il I � .1.1��.�...�,,�mon�i,,�moi�",.���!l�.7-4 I . � , 4' -1- ,, IN I - , I ,,, U I��,,:�, ", � �IPI4" �,,�",,-.,��--l-1:�.,�,,�":�,�,�,��",�-, 11: IN 1, , i,. 11 ,i,� ill � "I'lle-N A � 21 '� �l , I Ill " "' - J:1 � : �, �� - , I,Ntll, ,�,­ ;I NIV� _j I! �: N : ii, ��r Fit I - t . ­i/ I � I ­ A - -- NNNNNNN� 11 W­ , C, v � ,,, � I - � 1, �� � � �AA_ Wo ? 5 T 4 i: ,-.,, ,I,I�Nif - � I . I "I 1 I= �� - � - - ­N,_-­N-­1 , �Illiqpqom �� � I , __ __ - t�Z IN I- �­� t � -4 N! k� -, --.:N,�f -, V� �, NINN� ­� 14' 11 - - - 4 , 11 " It ,r � 1, - - - - t � I i lj,,,�­j ,�,, � �� � IZN� It. _i�NN it - - - __ . - __ = �� - - � - � 1 4 � I 11 I- I- - NN,N)­ _.; - - ­ Nil, - - - . . __ - - ____ - �- - - -_ - - - - - _. - 'L � � , I , I I U�I,t ILNI!rr � I- � I !;A!L�A INIPLAN) I - - CASE NIE- ­ I � - C�g N_ 0 rpl=Aill I ,ii 1� q�­ CASE I, � j .... � � �q N,'Nl_�F - __ _t __ - i i,,­ , ��� ==�v - - ___ - __ __ - CASE E Pj��"fq L �____ � �_ - - -1 - - - �1 - I - , - - t � I I � � t � j i�', $ 1_4 �7, , - __ m- I - , - " --- �_­ vtF��­­ 'i . '_ N,m �t.�.:N, ""', "INO �� � 1­4_- 4,14 Ir -_ 6,_ N:R, =' s,��I, "i - - I 11 L__ - - __ - - - - � � � , - - - - = - - ___ R � - - , IN-- � � - P. f � N:, . , I ,4" & 1 Q I_- �. ­ ,::N�! �Jlm -­�,N� o N!NNNN; - m �" � - ��! �N:,v'q! NN � - � -_ - - - - �_ - __ . - NE -1 �, - - - __ j �'- - - i i I IF = . I V - - -_ - - - - 1--t-1-1-11- 11I I I N N � __N't__4_mINmNNr� - --- __ - � - - --- - - __ L I 9 - � - k_ - 7 "'I "I �L � 4i FrilitR __ - __ - __ - - - ___ - / ____ - I -_ 1, N% I IIIIIIII I I, 0 ii: A, ,I , - , I . , I �ji, ki, nilott:ldl,�. o­,q_ b " !!" I I 0: ii, I 1 I �� I- �11� 1411"it"! ­NN�lll . NINNII IUF��il Ci�' T� ii� . " , 4 11" NP NNO .".I I.- Ni. F. - - 4�A f � , � ., � ;!�� ; - I , I -1 , I � it, P: � - � - - 1� I itt iiN - - -1 NIII - :1 t MI IN iiijil t1051 . I ti,.N�,!,, Q#49-0-- (?4AN) ftll,..�i� 4 1 1; .,�,',,:"!,41�1 ��� ."It", I �,,O', o� W �I,li�L Ii, - I, 1, I � 4l:�,�!Ri - WN, US 11 �� ,i 11 N, I .? NIN ,.. N; q 0 " ,�:,Pti,,� I. t _ _ L, �, I ",., Kii, 'i, U; ,to \ , % Is if (I �" , . ,y , �,_ � : , ''Y - � �, " � ', � ­'111 L � l-­ W.NFM NFN��I�Ni_� N�, NFV,j IN �!� IN it �S­� _V� - I- " %N` 5 � ii , I NF . � � � Ni I 1P "u, 4141t; � 1: � N4nL:,:� �I,�, ,KW,-,;W'F!l Wl,, �,,�,, ! * * ,� ',I 2 - NN VILDAI�4 WUNJI�� rLIT'lir �'Wp­ mt,lihi V�!�Nli It­!I­�. ,Tl�­ � 7 4t- ... - ___ ___ - t! _�,n - - �__ --- i�_ - - - � -- _C,A� _0��t_l:� 11 ­F, .12.1AI ,_ __ - _� i� a , � t �,:Nii� NO= - , 5-1 A �4_ ;F V_,lt,( 0_�$ Ill CA_O�F 40 L I �-�� - :1 IN � t, T , , , �� , I qj"­�!,N, - " if 0 r, � DILL iq I m Z I'll I ­ L ��'� ­­ - - � . . . ..... �1 .... III" ..,-. . - I I '_."'', 41 NI IN , I ____ - � - - - 11 __ _.. . �11 .11 � -T '� I, I , N, ;` I - I I - �* -�'� %�: � 4t'i �,',�44"�' !" I L I : , ,I 410 W PROTEC'MON PRODUCT$, Llli,N! I'll `I:`l1:N"ll,"' -0 I ,., ��,,,, ;,V,a _ - _ A� I , , , I - . - --- 4�-',N, � "Al: `1 ��,`ll � I -,-,f1�,-,,,, - eA I; ii. �,4, - i.W"A' I! ", it 11:�� ,_ tk,i I 1 1� 1! I I I I I i � fl."!, - - , 11 i"I"N 1. - "i I " ,�,,, T01ti Nimll, IS" NII �Ixi ij-111111t, 1! Nii P !�i� o �� �� P !!l, ,, IN.Ii .ti "i I ,� � ­1 ­­­­ ' ' "ll ''' -1--­ 'Lll- ' '' I ,,I,. 11 L­ ­­ - - ­­1 - � ff � - ��__�_-f - - 0I 411"14 , -11. .-I- _,!"­T� 1-11, lie-Ji, �I' '11, JNNIHWNIN�l I, � 7 f � I I m? I A I ;_ I � � I , ,�, . _. 11 � , � , A tiii j I 11i �, ,� W1,111111', i; III . -1. 11 - � � , ­­ � I L - ­­­ 1-1-1-11--i-i't- �. .. -- ------ -, ­T . ­­"T I - , - . t, ,. i- I _1;? - , r 01,iiiii, 1, It 2N� I E -, � ­ r­,� iIN L, 4:1, 1 :'L��1111-��ll�ll.�ll�11111111.111,- WAXIMY M-lill -JX.$L,Q N, . - RMS-tJ �K:L_ R-MILMG - ( I �, 1, N: I I , i J ... At.(.D,,,C"g��RK,MNDJN,Q,,MAM�IM,UM� ... .. ANCHOR- .15PACN.i. � jl�'r - j_ Lil Q 'R SPHOULE vi5*_KkUES&_,1iT.Q,F_A(_ - lill _ 'Al -WOMSM&M " - 41 ' 1yeiFL I - � 9i - - I N Q�H f7A"y " !N7 � , 7=L * - W�� �'_ ;�m ALTENNI l?"i �� i. Ttt­,� ,6,4,, NFA., if�eill it � � �� - �] , :!, INN � I; -�.. � L ­ F. r , P-­ �� I- - �­­ - - - - - --- - - __ � I �iN��:N �N�At TIL��o! i'.'��Ii� lij- �N � - ��' t�rili� NNNI t�llti"�-t� ­1 �_ 2 �_ , � - - i ___ __ I Z:­ E - - -_ I - � -1.", - � 7: � __ - t , ,06,4 CNN, I 'T ,�� �: I A: , L � t, �Fr � - - t , � - " � � , ,,,� ,,, :!!?�Ir �� � �� � _%­ , I� , I I � I I, .N N, '' - I ..... r ­­ -, I , � � .-I - I I �11 I'll i "I,""', Ill, �� I", 1, 1 ", 1.11 I ­_ , , , , �� , , ". - ­ L 1, -, I ­­­ - :,I ­­1 I I, = � ­_ I 11 Wyww -ftma 1 N 4"s Q Cfill� N C" ; r-L-ill if I [,Niil,:� I ...... IN ",-,-- __j I)INI lj�i���� I 0''.g. 1. I , K ,._NN.NN___.,NN.� '' til 1111,51A ll!, �1.21I PIG VI � OF: � U IN F`­­ . .. ...... ...... : - I . ,7 � ,=ll � ....... 7 l' �L 11 I 777-711" , � IF !: . 'it . . . ... N.-NIN". = 1­1 - A �l - , i"I'lita JV�W:5 LitilE 1�001.'lf V1,11, �914 INMW� 10-01i4ii, w,� �r,villl:l Illmilt Elh&kfi, ID I PI UN",'i VIN I.t�,!: xw_�,� ,_ I., NA �, N�'&N�4^,Iil '44 �,,,�, 0 ii I 11=1 A,tNo - �,` % - 10�IN A 11 041r� "IQ.* X -/;$1 " - "�,,N "I "lop , ., I !�� 3 tf " L k 10,MDA 011 Cont f4b" V, V41 f . t 1_­__...N,*.i,­t ... I.-II.--i-ti-it - .... I-t., -i"N.N.''It- ��­ -L-2it- - - - c JIN � NEN 'w".1 lo I 6 7 �_ I ��L� ,0�, � !_ ,- ,�� TI tN it" :I= P --m- . ! �� � , � - - - . - t - - - - I L_ L � - � � i 4N � * j! IN I - ___ , -, , , , '" "' t ' L'L " " " -'-- - - L ' - ' �'_' " ' -- ' NF 'L . ­ - . � . 1 f"'rupw - - - I . �Mmk ill E=11.1 mn-I U C,,1 �t % -v '� 0 ",I n 14 if �� �� -- - I I z III i ; ;0-&�� , - I - - -I ­ - - __ I I - �Ali:T I i 1� . I - __ � 2 I � - V, I Ill:. 1 9 W6�i­'- , *0I ', A, � i , tW i - - -.0; , � ",'I 1'4 i� V �L` - � - ,�,,ai,,,P . il 1111 �'t it, 't ii. !:_ it, I i" III i : I=! `�, `�,Nrl­ � N, , e I "IN it - ii ll� .. I tN I L I 11,71-1 �i ilit'N'll, ININ410M. iNtIl, rNIN11i I'll IN? I � - � 7,5 �. 11 'I . -, � I -.1, il_li� I I,l � , 11� " IN I .III .11-IN1. 11 -1 , 1, � ­, , , , ,j4 ," I ­ i " " ,, L I , I , ", ,t - - - .� ­ . ­­ ii, 11MV I � 1, -, -, Nill..�., I I IN �11 - -l". , � siIi . ... ', , i I" ,��;; " �, 'i .1 .L LLL L � I � I ji I I . , "t, �, gk,!,,� it�f .N, �- I � ?1 " .L!;'��!!t�!-�� ii III I I � �, I , , '. , ,,, , - - '' .1- NINIINt L_!_ wa___14 ,�,��'14,�i,44--�.",�,..,--4"�I .... I .... I-., T I NII-111-11" , _', I I L - I I ,� - 1, y �� ­ �� � , F, i i� I 11 i ,I 1: , , _; , �� I ,,I I: � I i: :!! � 1 �: �4 & ,!!:'I I I FD M, Y r jOw r hi 2 , ::-,-,;T iq NA T I -, tz 4 , I : � -1 ' - - --'----- _- � - .�,1-.ii_111Ni.N Ittil "IN: ,I I IV, I ­ ___ ' �' , N� _-, , Z N� � ' - � - �' 'r ' � __ - __ - " ' " , "' - ­�' I ' '" IN,"I''Nill i � F L - - _ � - - - L � KtNN ''IN", I � !I 'll N:N I� ,�­ii, ti�4, :� di �­ t ­� � A,-;;t N wttt, T , `­IP Ni­:`r' 11 I, T Ill 1 i III it 1 j` I f Nllj�� ,4 ti, 1- 1� �� L.� � � � - - - � - __ ­ . - - I " l'i, � - , 1 11, I 1 I �'.1 .. . I tit; I � "L't-': I 1, � - �' ._ - - � � �N F L' N'lil'� ,, � � � - - � 1 - - ---­_!: ­,: r- - I ___ - . , - ­ � L - - --- - I i �*A reff :1 i � ­ � � V=F=7W7�� i- � _ N� ! 'wti., � � �­ � F --- ,-_ j I i , � i - , - - � I�,�,,� I ..'i 4, 1 � I ,_1 . � �F� I I'll"'IN, ,^NPN.! Ni I !! -_ - --- , � - �� - _ -_ -, :� 4.,,I lNi,I!i:IA*' �"­ F_ � I N � - - - - __ . I ll,.�"INN. ii.,11IN � �;!;AFWN T'.1 - � - i � , - 1i 1 � i I � t� : I L � I I __ �N­ ,,� - �____ - - ­ - � i _� � �, � , _ i , � 1 _'. � 1 , I I - I- i- ­ �� ­ L 1 !2��I !�� - __ - - � I �: �-tE!�� I I -�l �'­ ��i 4'� I � ir-.1 ­­ �4 1 " 1, . - _­­ .- ,� � �___ I I i - . L", � I I, � - - I r I - - . !I i . - I � 'I � "I 'E 1 " � ` 7 . � � i - � � I � 0 I 11 i I N. LI t. - - �,!I�f' I I'll � � � `� L I � " . , , f, 1 � . 1__"_,. t 1 - ,z , IN I ii... 1-1--j- Z I - - �, " . � , 7, I [,;;�. I�i � � . . .... - 1 1 11 I n, I .1. ­­ .1 . , . �! i - - - il� __ ____ -_ - ------- - � N ; IIA��Z,l ,)�� IN i jjlj�, Ni,4, t, �$:NII' IN N1 I,q ILt �', I 11 I . A 5, j� i , I I I ­_ - W�J J C ��":I;m I I I I I� u,j ii,�Iit,f, -, i � , 110,!'ll, I,Cvinl�i AN I I L� � ��3' I - �-­ ` k Chi & �� I � I L­ --- ­­­­ - - 11 . ­_ . - - - -_ --- - - - -_ -------- _ , -_ � ____� I I I I , - � I- ­­-- - - . .... ­ . � � � I I I I I __ � 0 :I 10 __ - 1 I - - 11 I � � r - - __ � . I ­ , - .. - � __ - __ - L ' " � . � - . , I , � - Iii� 'i"; ill !I 1- pi�­ ,, J., r , t �, � ill �� F E I'll W iL ' , "It i N� 1� 1! 11 I � ON � N � 1 � , , � , --- , - ___ - ___, I ,I. _', - I - - I L N� - � ll�� W _ ii� �_ _ ­� __ 2;_�_____ ___ __ - ___ -1- - - - - ___ - ____ �, Z"'t, - - I 14 0444 CAtLOAMilliA �,%U sifo*hk i1iii 1 1, I � F �_ - - I - - I .. . , � � ­­ � � .� I �Nl P � R, 01 ��:T - M , itill-­ � = 0 I T111vilit-11, liz, w-, i gn. !_ 111N � , - - _ --- � , � - - �� � - tO ` IN I , I V I I 11 -­­ - ­ - ii I I%I�N 1 �r_ E. I -� ti,1:1,111 111IIIIIII101111 lt�NI IN'li qlll,ltilil� KiR, i " � _WN14ti�i ': 6,, I itki .t I miiu.:.' � " ­ �! ­­ii N i I I 1. � __ " � H i 11! ":!'i I I � ! �� � � � I -- � - � - __ � . -'r - ! _- - ­­ N­­L­"-1 11 . . � _�- - I �, �­­ ­ - , - ,�, `� " _' - 1-ft - ��&_� q_A112­D;�_ & ­iI. - M, ­,�A&At�,,. ASZ,. 1, �k OAK WCL�"_MQ '192--p-m-lim � - - __ 1 J� 14I5 I WREDM- W-0- 1AR � _­ � 15-AUNNAIMNI- MBI&PINCOF. TEL -A-CON Elf- 9 CK M&K - L - - - � � - - � - VINNNNNNNIN� N: twio r ­ F�N;5Nd Llipt,f!�'tl N$ & S., !­� - �tAntlrtu __ �_ - - �_ � - ,�� - 11 1. I , 1- & ��.����.,���.���,�.,����.��,�.,�N !!! . kta a=W tw � Ak"m PAI i ii Litwill'k I "I'll".. .1 � ----! . . . ... . . . . $ � � � �, � � r f - - I F __ -_ r - - r � � a I � I I. I " t I00 Pi 11 Ci !d3 Pill I W I'�� " I-'.--"---- IN I A: TAOU- - I- �Nli ` ;Vif Fl*� 'Jjt,�,: - � ; � IiNt ,,�� ,�Ftt�,5, P00 Oic" i'll V ,0 � __�N,jt,' 11" A.K�,,Nilt�lilllg, I wt!� Qlill�:splatrk AT ­�' 4�'�2L:I' �',,� 1 C - I __ Pr AN � N 4 � AILS-10B � - IFEL - FL k 'I '� 045TALLAT-1 ,__ � PET J - __ " WITO OU ED "ONCIRETE Ol' CON I-TE - P ___P I W , - � LM - - � Mm"JX I , " Nr � ini, MIN _- - - __ � ___ __ ___ � - � � !arcek �� - - ��i5liilt ­ �, r I , F I 1� IFF, � 4 ttlw� V!10� - -- �, - -_ �_ - � ­ ... -, __ ,�Nt, f,I�NIII�li �� � I � N, l�i f - ti� a - - . V � � NIC �� 1;1 i I'� � �L , "" mili IN, tAlliltKilo "t W, 11,l� - ij �E � ir - � fI,Ili�l lljjj� ,,,� � . �, � L� r' I 'r - - ­_. - ­ � - N - - - - - - i N ,, " I F� � - , f _��i " " it I�L�t � j ­­­ I � I L I : 1 . N � -, � � - � I - �­_ � r - :::! i __ - I � 1 iii �L : �� - sm - - . i I - I iu� , 11 I - - - t I , �2 �; "J �__ $ - -_ ­ - :i NNF Nt .111 -::l , t � Z I � : � F L 2 1 � - - � - - tNl� !, �,� �, !� L Fj_ _ _._r - 1 �- L � - = - ­ __ - �. - -_ , , I I, N, I " 2' i­-�L' . - - � __ ;�:N_=_ �it_ ____ - �� ______ - -, _�:=��,L�� ". ,r, �, rl!,, �41��r ' I '', __ - r N.' i . � �� I N! I i � I " P , �:i I � � & - - ''i � ,I 5] i i - t i � I r I &t- _- = - m ]L ; it �L, __N - __ �- - - . - � I �, 4�Fi N I I �� F � - - __ � - .�� - 7 - - , - - - - - � IS - � - - IV E - jr, � f r . "I �_ � � 1. ZL.�� - �_ . , --- , , - N. - - - - - I . - -.- J I 4 I I , I N5 L - . - - � 1 4 . - � - - - - - I I - . - __ - - . ii 11 , N "p- �,rt M-W ONNINNo -� 2 - � P i �J,1, ill" - - . 1 ,-. -,fi tv I;j,,N,T, i I ,,,% go-i' - IF : � ttt i, Is iNN.18 - 15 �, I ta PAIL"ll "Rirg I�JJFII ti� t2 IN: - I!: �� L � - - - - - Nit= SNNFI - � - - 1� ON-Jil � � A T�, lxon ! � fLi ", - ' ; ; Nz,; t I. ,,- ,zi, Nsial tiza __ 1: �___ - I . 111, IINN WHINIMI, I �� ii� � � I - ; , .. - ,; 0 IN k��A I! U�,,N,N, ­L" � , 1 it �i - - ,l.­- N� . - � - I a --- - 1 -NINNI " I - I - ill"a "ift Alit - t l, I: "Witt Itil, ;�r it I � - - - - � I � : : I . - i I I � 1 it "', : ii I [ 11 10 I I i-mg ill 114W � - �ll.t N, �.L,- it �� � I -1 I Nk . % w - - - - - - . - iiiii __ - � � - � 11, �a- 4� � � 1, 11 I I Ni -1 1 4 - - �l� mi %it � 2 - - �_ - - = I � - - __ � :1 I 11 ,,!I t ,4", � � � I - & NNI "s N , - � � __ = IT � - . T �" t� tj'!� IN F: N !"Ni''L J,NN'LTL. 1: - - N I , � I : I �N' 1�­ 1 ,!:�� _� � , �, - �� - - - - � � - - - - � =_ � r - Ni 41,10ril, . I i ... it !I `111�­T� - � � I � N ,P', - � , , � N i Nit, I-IfIrf -, , , , � - ­ ji- � i ��U ZWNNNNNN� , IN.. ji iij� W � I � �_ - - 11 , � I - I i � g F ,­ �T , �4 ,�� N ,�, - __ "I "V: $ � P - if m � �U! �r,�,T,���,�!111�,li�'ll�::il�lI - � IF - - - - I . � MN - tN4 71i 1;ll'' - - - tl " III 4�1011, I I i ill = 11v � I I F -� � I - 1i :21;iEi:m6dN1!i3 j W ,N Ir - " GLAI i I I t - T N: - - I - ,,�,Nl )0 i I .L " � - 1 �, '� ��ili m I � I I � ,� � I 11 T ­_ - r ­ ______1 I � 7 ,I ­mT-T-1 � I � k , I ill � &- ii, � I = - !:I I � . � I - = - - - - - - - - -- - � i i � ­ - - ji I � � 1, L�l � I I � i � IN � � I,, T E - . � � 1: i I - - - - = F - - __ I __ I - - -- - ­ - I a - f . a I . I � ,I ,; : I - t - � � I i i d � h I 1� "'111 IN: I - i 'I , I i � ", I i I I if - - . t5 � - - j I � I I I i I N� NN, .- , ;li � � L� N, __ � I E I t _ - � � - � - - .. . 1, I V 5 l' � I III . - it , V, 4 __ - � - __ � ­ � 5 l.9 'A ill I _. I �E V - ­ � - L. - K& � r; - � - a M � � i �! � I, 11 IN iiij � i� � i , - i � 11111� 0, lN, �_ . __ F - -Qzs- , It - - - - - � � - - __ , � I, F i;,� I, I , - , - , , I I � E _1 I - - - - - a I 22�_ , , � - - - , - J��L, ; -- � I . - � - 1N._­51 ill - E­ - - - j . I . ­_ � I N, � .- "It , 14 N� -_- ?'Il .4 , - � I �___ - ­­ � - � i , I INFF 'IN::: i - - - - �_ - - � � F'�L t W � t,qpI iii . �! Ll IN I . _ - . - - - A . � , N. ,, T - �9 �- �- - L -4 �Nlt �N_ I 11 'r - I , �i, - I I1.17E___ _t ­_ !� F m �]F - � T, NF` IUIF,K� 0 V �I IN. � .4, I,' �,� I; L � - - � � - - �Itt. ,ql�lt I V 1:�:1 I I ,:61111`116 111DANNI C,1,W'W,i ltitN I � It llii� 0:11111iiIii �Ii`111014'1:1 111r, ____ - -_ - -_ __Fz =�f IN . - lltjj,�,,_ �I,Nli:,4�j� t��­­ r - It I %N�:Nti, -ZINIM ,_'::N,F� - �_ -- � ­­t 4 - Taksl �_NX- -VIII j: � FL ,�i:NF4INNI IT . � ­ - ­ �Hl � P-�%A WMR&K-jil - t;N�Wuo C , - - , 11. �__ - �_ 0 t -&-R-nza - f q K IN, NPARELS W Mrty-Nmill- _AMNi�� # _g LAM-E&I 0".m,_-,_UKm iff-m-L-wMamn jr,Ijij,"'IL.?� ll�­�,_ i 2"IN _­­ L''­­ -- __ - _�___ __=7t �'-tlll - T�7?l - F ­­­ % - _� � - . _L _- � � 4� 4-t �i - - I-P 2 7 MOW TM T I � ili��%Nl g,i ;txgi,:N,4;-k, ,_ 0 1, I ,I q A ,it , � ­1 ,, - lt,11414�IHNINNV.l NNII, ,,tg�:IQI � ,�i &�i �w�� t , -,-- ­­­.._.­_­-- i_=_j ! , , - � - 1" �1' W 4z-- � i 11,1111'I'Pil ilotuttw� -- 1- , 1..I!Ii!� .KN"Z- 0110ilitiolillim &Nr` ­_ __ - - � --.52 = - . - - - --,.-,5�i.1--�,"�-""�,--�",,,I,i,, ItWRM4 iWilinaiiii COU, MID^ K - 1h Vw4i giiii &­ ` _"""""_ __`­ `tN%N,I'l Ap! 4�-­- - i � - __ � � - ,Ll'r. NN,q.1 I I I l! %� N- - . - � -_� - - - - �_ _­ � ­ - - 1 f - � � - . *- � - - - �, E_ - EL -4- , i-L , liNnPil "Villit I : -, I, T U Mi &WOMilfa Puk 510" INN�NINNNNIINI� , ­ � - __ - it, 10,tlil.�� NCDI,Il�ll L-0 ` '.' `�P""�`ii' � 11��11 0,"im: F,,:Ni 'INIX I -,,r.,NV, liNit ��­L!n=­I` F�� ai gd� , --ii, ­­111.1 , I jil 1 i - �-ttim� m 4- - - i � - . 1 __ � _­ ­­r­L1­­­ �N_­ , - ' i- .... ­­­- ­­'­ ­­­- - - - - ' � !III I MAY Ali ,iiQ i M I b­t '. - �i �W'111111­ 1 ~, = I t , , , . I � L, ­­­ -, - � � -IINNINInjiii L i I _�_ ,,, V - - , - ____ - Ir � JLIEC 0 r 4Lam mmmom mmils -_c � N� ­ - N.LNN'4F, �..­�NNNNIL�tj. ­ _ __ � : �L- = � :� - - X11- -1 � �,',� T , - -- �% I � - 7 7 L r r - , E 1 I - E - � �__ �- -1. 2 -471f f,� z_ , � ItIl"Ohmi - I W NO -7`-,c-� . � N't , ill iii 41 �,'­Bk,l �i 9 I�Lx IL I'MI, t1N 11. . - INNI - I -I I - � I! I I 11 lill'i it I; I ,_­_ I q tit, i � i I �: 1- , 4 Ni, , titill, - 4 1 il�ftl­ -jil- t' : N11W Ni4��",' � t i NNII I I i � � . r,,� _ I .I N_ N� - 1- - - - I. - , N, � _n- � ?I .­ N�&,­ IF- "- . r � '��, ' I n � ! I .�,�Nlii� ,� ::lI.1NiI i "m til ,, 4 I 1INN, ;4 ,,� - - . I ill I �! �, I 4 --- __ - - -1, CNIN.A&UNI-ti I' �11�" _' - LN�4= ' '", ' r ------- ­�, � I I., I �, I , ,�l N, � � - � ____ __ -_ I � - � - -_ -- .- - - It NNN�� -_m . IN r L��i. . - -­­, , " L 2 � ��.� im. � !�� 4.L i6i��i � i :: :7!! �����,�� �� ��'T �� I - r - - __ _­_ r ­r � , __ � . - ­ , 7­ - -, " -I ­­­__��--­Nit� j;tLimmitt...... ­6­6 N-NIN.1-1-111 ,��,�.�..�l.,."�.,iAl-,.-��,.�-,�zL�.� N: M W Q) = - W -M (D 1 ­0 > C) ILI- C-_ 1 0 =$ 9) a3 0- CI_ ­0 0 (1) Q_ O it = m ­0 ril . - O-) 1 (-) (1) i U) (3) C-- =:3 M -(13 .1 (1) (1) = 6 0 Q -0 -0 c- L_ - L_ (a) 0 (D- �IN Cl 0 :�: = = .0 I I - m 0 7 M. ,,- C) m > �W = r- = C 0 " CO a - (1) S.- 1 .L) C _', = i 1 M 0 ! - . E_ C/) < K I - ft - � I ____ --- - - --.-- - - I., - -1-1 ­­­ - r ------ � - I ___ __ - � - . -, ­ . � . I - � I I I .1 � I - ­ ­ --- I I L I . I I I I I � � - I- I ___ ­­ - - - __ " � - _ r � � I - - , - ­ ­_ ----- - _-_ - - ___ - , --- L . - .. - � � I � � ­ ­­­­­ .... ­1 1. Ill ""' '-LL'-"- - - __ z022 1 : Jill ,0 MiM �, - i" , - e � --AL ATMN DiETM! c - R I J- ,A TY PAIN ' ' � 9 - rrTVL PA� ­ � � 21 LU � -_ - - t � _- - ' I ild"ZI'Aii �, ATHI []i 1" - 4 t ", - OF UFF SA _ = I : - - �.F,�_:Jij , i - �_ if N .- � III � j Al . !N!s:[A_L I,i� ._2mJ&,;tz0__F_F, 1EE., 1AEla- FANEI*6k4i� -_ - - -_q- F_ -- - - - - _,jij� - - IK ; I __ � __ - __ I , I I i . - - 1101.1Z - _M R �M IL I t "'r - - ii Aftr� !�MUNINT! �­ IRT r S z I - , �, -1 7 m_ 1 � ��Ii� I k Q, R ,Q__�'4QNME 'Q.14 � R C L Q RES :1 Jr.1, ,,,.,. Itymil _PP" , , �IC_QR � _Q _.� . I _ - 5TRMU � - I � . i . - - � 9 � � I i i - - . � -- - --- I __ . __ .: I � 7 r . - - - - - - - I - __ - I � I - L . I NN� ­_ - ___ - - Vi". �- L - ___ - ___ i 9 : i i - . � . - . I - - ­ - - - - - - __ - -, - I 11 - � - I I - - - - : � - - I � - � - - � - __ - - -1- - T­ _____ - ____ - I li - _� - - - I r I - - - - � I � I --- - PiFidilil ­U01i'lP - F I I = - � r - . � . �A NNNP�­l .3 -�,,, Aiii I I P � - � i z I � I - e - I 11 m . - E �, 5 90- = - I gt�MF� 1: ___ - A - L � - = . --_ - tit __ - . ­­_ --- I - j � 7 I - - _­ - - - - - - �� - - : = F � � � .L i[­ � ! � - � r �% 1% , I - - - � __ - - ____ - - V'I"it- a � �t - - - � - . � I � - . , _ - I - � :1 - - - I il !I � � � - ( � I I r i:: I - � (n -P--# 1, Q I � 1i I :1 11 i I � , , L,,,�, 1, I . I , � 11 . � I - , . - - . 11 = . Virtual Review 1: h I � I 1 41 " I 1-1 rrr -1 11 � - __ � - IN - - __ - I N I � - I : � � - - - 7 - I I - � I _� � �: � - - , I - 4 V - �__ Assist L.. a) I - : � i �� I � i , 'e. � I,: � j � t, ;,� it"ti,ii, � - I ! - , �� Nit ­�Ll I i 9 N I , . ! N, W , 11 _ E 1 1 N - 12. N I ill - N: ,'A: I I F: � 1 1,14-I w�,­F�, � - __ � � = i ; I �� � I , � I ,: I , _- - ,� I .1, I,. IP � 1 I I 1 - - giXtI-A P. 5' � � . = 1 Akmlllt� * r 11 - � . I 9 fbr - - Inc C� T I� � I ` I i i : . - , , A I 1, i a 11 "I'll I'-,' � IN 'I 1: L I I I . plans Rev'ew completed an - 11 , Lif. "''. , I I � � - , � t � 11 I ll� . I �� I, , � _� - � ` - 2 . I 'I FN - I y i � " !�� ��� � I"';.- _; . _��- � IL -I ,; d approved ^ % __' I I i � - � � � �� I I i I �, . (1) � � � � - I = i � , - . A I it I 1 1, 1, . I : i '' � NN� I i I - .... I � It -_ �--!!d � _- "".7 - ­_ � - 2' ' L' Compliance with the 2020 FOC I :1, "� " I �,I�11" � I i� C_ - - I: 1�i � it - �_ _�' L I - _­� � m - - - F I I . I � 1 4 I - ­­ � : 1 [ I � I _M I IF �� 1-f _�' r L L, - - il I, I � - __ - . i A:­�:!Uillii _ 7th Ediflon W = I �, " r - I I ; � 31 I 1, 9 : F � � �A _I�Z�L ­ - _ _ t - 5:� ,:. 2 I : � � I ___ i 1 i,� - Li" I � � � ! , � I , , . - ,l:,IIV� 11 b N__ � -_ by Debra An L i i I I'LL � ]! I � - t, - - � - lit � ,N�' � . � I - - __ � ,I,:,, -.- I . : I � - I I I : u � - L - r - - - _ __ � E - i I I I , "ie Klahr PX2306 z I :,� i . � & ;;� __ __ - I ,�r [itfll, , r 1, - :::!It 1: I ! I I I i I � � F � i % � -- 1), I - - = - - I - - " ,� ,,��,, W = I i -, 'I r (1) - r � I I - I , r I . I � I 4Aly �:� I I I �, I I ,I - . i i - - � I = __ - I ; I t I fIL I . � I �, � � - I � � �� - = I I i , i 6, 1 j: . I � � I 1: I I : i � - - E F W N � .1, I I I IN - r i . - - 15 i , : �� � III= I � - , I I I - , : I I � I �_ - - , � � I , - - 1� - . � F I I i - NN�, I N � � - - . �­--it-I.- ­JNJ P R 4 � L 9 IT . I I I I - I e - I � i I i � �_, � � I � � - - - I N. j ; 1 -M - i - I __ � � � ­� - - - I ,, - . ,_�_j I l I � I �T­ I I r � 11 . I - % � I' 'i I il I [I-- , i � ­­ - . k I - I __ �L­ - I I I - I - � - - - - - 2 0 ; �j Cz - � g i - I - - - - IN I 1, I I I lllipi.�,,��,,N% , �� I I - � . ­ � � ----F- - __ __ �_- __ I - .r __ ; - - - I - I ,��, r - � __ 7t F � � E - E�= I - N - - I � , I N: - - - 11 11, ; , , � . It" I � � - - - I i � I I. -A : L.- � - - - - - � - --- ­ i � 2 . � � III , - I I � -1 � I � - - ___ I-, 11, � ­11 I - - it 1 11 I � - �� - �F� ;,I : t : I I , - r I -1 � r� � i t ­ � ­% " ' � '. - . � - � t I � i � k I "" � 11 - I - � � IL I � � I . - � � �­ :, T r , � - - -, - i � - - I � � ill � u-I it it, - IN, � - � � " 4 - I > tj Ni: r ­ _ � f � I . �� - � !: - I 11 I , I � ,, - �, - - - � � i � I! - I , I � - �_ � � I i� I I ­ ' - - :L : I, , ir, -_ , I I � - - I! - 9 i C" L-" P.,N I ,� _� - - , � N � 1 . N �, I ,I = 1 � - F� - : I . � P : - - t � 11, �� :I - _� - :I, �! , , i 'k ,4;INP i � � � � I IN I ! .-it, ."I i 11. � ­�­, . ; r , i 4 F:, =� I I __ �_ �_ I I �! - - __ N � , , , I V �$1 1 I a - a- - - - - � , - - I - �i NNI - - � I . i ­ r __ - _� ll� �� ___ - I r N�r __ N - - - - --I-- � I k :1 I - - � :T% �. , - - - - §�_ 1, N,-_ 7 I 0 I� " JF 1 " I -1-1 ! - � - - - L, - - - = I I 1 , , I ,tA,N IN' rr it N� � - . - il� tiFm - �� I j � � - i I-— `2IV � � I- I � I � � i � - - � 1Z I � __ - - - -, I I � - i "I _" r­ - i I � " X I t F - I __ - � - � _,i;;Niillfi� � � - � - � - - I I P � � -_ t�t , .11 - 4N2 1� " � � �, � __ . I! � - - I 1, I - ; � � � I - I I J7 �,; �__ r � - 1, - � - . I � - I - I� '4l:ll, - I � - __ - P V I r I : � - . - - �F A I I- - - � - __ � N t 11 - - - r I _� I --- - - - - - - ____ , __ - - - - - - I - - � - - - I- I Jt I 1 i:; 1: :: �­­ - . � ,� I , I I - i I - - � q I , , ,.Nl� I I - - - �_ - - - __ - L 0- . � I - :0 __ I - __ - __ 4 - - - - I __ . � r - I it I T : !I: � I --- ; � - 40 Arm% -1 t ,,,I, ,",4lfN " - �!# �Aliiili � - -,, = . . I I � i - , , -----. - = R 1,i,4N,%m4_ 0L � t- I - .__ - 1� W N I i" i It �. __ 11 _: ,,I I ii" 11:C�Wli;l I -1 - - __ - � " . � I . - 1� ­ I ,� ,N,NI �Ojl I - � . __ � r � ff �j r � - , .� 'ri � _f %;I, . i­_ Akiii __ I I h � I r __ - I :IN '�N L 'A , , I -I - NN . , � - i - - - i e N-t I LA�t-r �il Ft ii �� I I E I; I 1, j-­t ­IN-74 I ii,li � 1, I � � - � I' , ! � I I -1 - On . i L- I— I I J ttt IAV�1$71iih I t, E - _ � , I _- ��-- __ � . ill I __ - - - - I L" � � - � I - "S, , � � I'llok, III _�� %J .; � I it � . � ! I, i __ __ - I - 11 � ... I ... - h if ,,, �,��ciiT F2_� , < I N - - ,� I 11 3 lkfift i 1N i I t . � - I � F --r-1 ! - N I r - - t - L �, : r � Nk � i 1, - . 111, I I ; I 1 I i� t , � R i il - - I I 1, r F 'N - � ,: T, I i � � q � t � � - � ! I ,, 'It" rr - i _1 � I : _ N�F,r ! 'r U - - - ::_ _� ; I I � I I N !� I I I' '11, � � r I I T � E� � - - - __ L i I � 3 ; ­ I I �. I I - . ]I � j � ­ . IN I !I �r, I r I - 1 ,I ti�'. T �;, , � I I NjUli'llint, I : I I i -g : x - 1 4 1 - a . ...... ­ ,�4, 1 I IN77m = I z � N i � q !I 'L , i IN '11 I � 1, I I I � i � - ­r 1, � il-IN IN, , 1- I I I - I�, 4!� I'll, � � - ��- : I' 11 11 it I", , � - : - - - - . - � t�, M, ; j it . � _� � 7 � - ii I, L - � � , I I . �­__ ?m­q�t ��RIFN, I - i - I � .... . I �, I i � 11 � I - -I* - � I , � ,-I � ,,� - 1� I I - I - 11 ____ E 2 ANNE - - --i-Nk a Is - 4 �1_1_111111NNN­I­N N. � � � 1 I-- I __ I I � � , i � L) � - � I 1 , . i " - . - - __ __ � I T � - � :� � � It 1 ! III , � - N� i , I E I - - 1 It I I I P I L_-- - ,jN,,FLj­ ,,4�_Aft, - - - � F"11 , - I I I i � .IN N, .t", 14 ; - T I � I � �­,,. ­­ ­.- - � - 4 � 2I 1 - gI____ I -1- �­ (D IN -L ril � I ,, N� N r! - E 2 1 . L-NN.-III-I ... NN - - �� �_-_- � --- i � I - " - � N ., ,,� - �' --- --,T.r i�[' _,ij __ I � i � ­ P: , 4R�� I � i t �- - ; ,,� I " I I ,�, i L, L L A- I IV L i "ItS, ; W! t . =3 - � I! - , I � I - � - F I III, I it F L � " � t . - - ­_ - - - - I , , I � `1 IMN ! tjL - - , :�:�: k � - I r . L_ - - - - - - __ - - - "'N� � �� : , � - I v �Nt! �Jik I a - IN ! - __ ___ i - i. __ - I . � __L_J:::::::qi� , , - INNER - - f r it � fe a I'Air .:� - _­ Al4i I- - i - = __ [ P ) � - . I �iiil`� -, 11� I - �L f = iiiiii __ - - - mit � 11 - � it I f: � , __ � _� - - - + __ - - I I V - NN,N, I -�­ , __ - - i: __ - ill, __ - __ - - __ i r I - � - - r I i I j& , , . o : � � _jj1S1jjjjj!jN�: I �� = - R - �, I :1 - � L . � � t -1 i,l I r,i 1, �" 1 1" "' i - I � L . - I r - - "I'l "in - - � - � - I - � N, IN � - - - � - - . 11 I - I F i . - - - - - - __ I . � - __ - - - __ � � � - - . N_ I �, � , - 1:k�_ - . - R . I . � - - - - � i -- � - - i - - __ = 9 I t lc�� I I . r __ , i 0IF-- - i � - - - __­ - r , __ r __ - - - - - � I � , I 0 - - � . � - - - - - - - - L � - - - - - �_ - I I - - � I i -1- � - � - - � I �l � R __ � I 3 Nit - - - - --- I - �__ �,_ - - - ,I - - - � I : - - - I i 1 : ! - - - __ --- - - - I � I � � " I - - JP � - - - i I - __ : I 1 A, � -4 - __ - � - � �, I ,� I I lr� � � �� '<�- . � I = I � N L_ � - - FNI.�-111 ­1 I � I - - __ I 1 f : - � - � 1[ � I - tTir , . i 1� - NNIL � ; - - i � , It - a � ; - - - � � = � :: - - - *___ : IF . , m ­,' ,�� I � ", 'i , �- � . I, �5z __1 � - ; �: - �_ - - -1-ii, - - - zi�_&_ 1 7 1 �' i Nil eo - Ai �:INN / �_, � - = - I __ a � . i � - IN' -- %, t . 2 . . - I --- � I IF � � - NNIN A - I -, ! I - : I r I � ­ tr - ­__ - I k L I a 1, �� i - --: a ,�, 1, " � � I Cz 0- - I ,eN of t- I,fr I & IK �_ - __ 9 -PAW- :1 - 1 t � __- � -_ - A� , - t . � - - -- - � � � � -, t ", ` I" " ftaQLi � - . F U ilizilixit -1 I - _­ I � . � I I I I i __ - - - - - - E - - __ - _� r I � IN � - 1 , 'I �!, - � L I-V I � � __ _ _I j - . . __ - - - - ­ - - - _ � -_ - I � 9 r : - - - � It � NNIPIPI N� - � ­ � r AP 4& i � , � a �= � ,l N� K � a - T � _ I � - - . , , �P_ I - I ! Atz,'-,� -a III "q" I, �lir I I - � I m I � - I _ _ � in ,oN::",P G ,� - I , I . �� I - � . . I I -­­­­.­­­'-­L ­_ 1 I - i i - - F%,d � (D , - - . - � I IN - - - - - - I . - . � � � , .1 i I AALL r ; I F � - IN - __ ( I I I I if, t;F Iii I 1 i ; I � � - I " . i � - - � � - - �i;�- ��- i � - . � i - I � I i , I � I I I i i I I - I - r I � i � � I i � � I i P - %MLM m lit i - �� - � � t ­F� - � . � . i = L - � � I , NNNV�­­_ _: - - - - I; - 1 NiN R . � NNINNi ill r *�W '%ftg IIIINNINI i � i - � i j � i I U) vi .11i 411.�51­ -4 .,.-. A!''11:0 UN N.i I � 0 1 � � � F I _ _U I I - I , . � Qv wl�Wr% V��i- !! 1414 �,.!t - i ir �,t, , - E � 1I : . �X I :, - _� 1 I - ! " M lok"%�,_, �, : " "i ,tft�e INNI %_ � NIIRISISI�E g� 'NINAN-1 Ni� 2WiN4 FFt:0- �� �_ � M r - i � - � - I , � � ­�� � I = I - - D�!Aff l� -, . ` - i ­4 N� _-� N� �� � 7��T � . ALTEftNAr1VL_j=J,&Tk WMAhi?tmn!4E_,.S ALT_ - :iA, E:�Za 9-IMMAM-SAMM ldh� 1 ii­­�tFNIN-­:Ni�NNNNNNiN=w­% - i ­,­�', - � I - �i i C=-IMULTAUL4 9 F 4�AIKE�U �� I. I L. N NiftNN �_­ ',�,N,� �4t�__ � - IN-,- � . 0 RU" P N*Af I rEVINZ k - I "Ol'­Wl�z'rl�l I ii-vig willi %;Ini,ii � . ­�f­­��, ; WIR . i ; smi-"Ahi= I, mommum % l,,­­L-_-­1 .- � - - - ___ ,4 1 � volt 4 1146"'%,x i ut, - - "%', WL _ _,4 "I ,� ., � - � - 0NNz%%Pf:_ -J." - :!:�f;N_ mlllt�i__WMNING __ � - I I I I . - - _­ - � � �-- - 0 vit�­_ 1, , V�Ac, I -A-, qjj-,�. rii-L,V - 11-1 E­i' 4 1 ;P , _ _ III, I - _ji _V. T � , I i AAWN'"i I", � " * � .,I ", 1 ON - r _; ­ , . 7, ­i - -kk I A "i � I'll _ -1 e it ', 4 11 L � t t t, AN - , t : . 'I 'Wimm 11, Silly- i s, il� , Nst�nx--, 1 NI ; � N.pN;t , , � m � L � - .4�_,�Nll 1 - - - � � ! - I ' I � - - y � � - F 'MnNNN tNi - �_ - - - � �L � Me- ,N� . __ - . I�,r.,, � I - � - - - - - - -, I -UNp- Via- Y�� M.-Iiiiti.�. 2 --- � I 'F it 04 I F � 7�� F'%�,,, �"111 � ... _1 I - '4L - fulillitiM ��___ Z __ - "t " �, � ___ , , __ � 1 . " � - __ T �� ll� __ I " ��­ �v­­ � ­­­ -­+_­N'­__'] � 406' ___n�!a���� . ...... I, _�%_= - mummommm iE 11r, � � : I � I"_ �A - i - __ L - I � f I to. _01 0 I 1,i_-__ - � - 1, - - � � -------- L 7_­l - I , �-NN %�­ __ � - - ­1 � , � F:4v,N -- �_� � 1� I � - - � - . , 1 ":Nzill-Pol, pliNi"i"I'l loill � Il _T --- "' 1- �_ �� - F-' � � r E - - - - � tiv,,L� ; * , * � -- .�, I � ­ - I l N.:ii N I �� J, , * 'r I I . - - -t ��W ��NNNNNNNNNVAI UR-N ��__ �_ - T­ �_ - 2 _� - �. � N oh'a WIRAIMUCt 'MIL MINI -'i I , I I __ � - - - � , i -a - - v==Z� -- - ME - __ - . . < I - � - - - mU � . � I � . � � - - - - L . F - - - - � Q­r­* -- N N I �� _ � ___ ­ . ­ __ I 1 ­:�I�ILL,,INFIII,i ,li o" tp� �� �� A I � ,�T r- - I - � . r I r L , ­r' L ' - 11 � , - __ __ - NPt ­4­ ­ __ , � ,��­. :1 L zaiiiiiiiiii� ll� i , %,W!mk - , I 9 � ­11-1--t-it-, _ - - ____ __ - - � I 4 lV,'Fli F-111,11l'i' N'L- `L�IIL tiNiLl" FFF" ­`N' _, �L Q - - __ I , - . �, . - ". � . I. . ­ " - L ­ - ' - - � - � - __ -11.1 I.I.I.I.I.. ; - z , X I I ..!qm I_ �� ,- ­­ ...'­_­ .- -­- - ___ - - - - ­ - I i � ' 11 I - --- --- ­ I _11- ii. � = - '"' ­_ __ ' ' - ' - ' , SPIIE � 1�� r I I " I , - I k , !� , E t - fie�104 041",- N � � !� � - � iiii � - -1 t % - - - � �__ � � � __ _,�, �, 'i i �Ix I-ANII -_�, - - - - � � INI .� N E - �-Nll ­ � - NNII�:ii'iNiIL: '�,N:l ijj-�N Nq,it-'� �,��Ii ,,I 00F L, I AtiI77�_�,_ -1, ',I 4y^,F7 1 i- � - Z�7�1 �N=N - � IL - _��_ 2 � � �NN; N_[ � )A_��I�� i-T-1 �p'�X' J;L - r - - --- I � - I P � 'I 1: ,< I i , - - - - " _­--,;lN__ 11LIE C 0.%, IN jU08AL MORMON PROMIS, LLGJ� "� � ­?5�Li1aJ_6W_.'P! -III � � ­r, - ­­ L � . Nit., t f,�� _� i 0 ,:ii , UOM PRONTEVION MODIIII UZI i I I 1. 6: C 0 I W 1, I, A , P PRIMIM, INFJO-�� � ill 109Ni 1 IN :I t%W ­ r FiNL . - I 5 WIT, � � � �%NN__ � - � L '. � - � ­7 .� r ,r , , j t; NF- 1 Z��A� I � �-,�,:,F,,,i, IN, j--- - - . - __ 11 I �t I � I— 11 I I I � III `0 I !I TIMWIF11 ': - � - - -'--' L � 'I i �� ,I - � It - - L - - - ill� I ; ­_ i I 2 � = - � - -��t'iii;� ��4��;, . I - , � �ir � �_� - - �­ - - � � N ��Nu, 4,41 - "e- - - : I` L � ' , i;W - � � � *�Itiis a: 101,40 �1!liqr - _� ka .111 � r , - � 6 f __ --- ----. at 11, ft ii � 1 - I , -!iN*NNM -� � C � � F': A '�ln` � 4iii ­�"N`11 RL " `,"� fi�.­ �' %:­ " t " �i 1' - � I %� F __ -!?W, _o - �_, t`­ �: A- ,;�t,. N: il,,,,,� ­_ �Nl� i . � �,,Nlz�:: ,­i,:lGti0Nt il­:�,�: I, 1 ,r-- , . - - Z� i - � - - - , I - , NO zl;x,� , �,- , � _.I , � . Ni - -­ - � �_ - - 3��' !!��`Ni -L t' - I NIl:,, " l, � " s I; � �=N­ � .- N­ tt _� I_ _N� �, ,,. , m . �0 � , ,,:, - __ N��Lr, � III., �__ I � - I I� '! 1, 1 2: - � � i e, t L _ , � I ill - - - - r �- :; - - � - � :r - I A i , - Iiiii­NIN! III 1, Nll `1111 - Nt� - - 1 , � �� � - ­ - r I - . r- L � �_ ':N, - N_ , - - - - I � - - � - - - �_ I 'L - .i� p�_- -1. L_ - r --- - � � ti� �0,1,71tflj_ i , , 0 il� r-.�N: , ,Nml,!�N �_ w, I L",� ­ �5� � F - -, a � Fil � - r � � - �_ � it, N , - u, �N�q��Tr,z., � ",'N�N, I ____ .NmI Ll_^`L� -i - " < , -it __ --- - - __ - � � I f li�j� N-�17 C 15, CA K"Kilk . ­­­ ------ ­­. - "' ,. 11 'jt+�' - ­�,q " 'j,"i , I;,�' 1 L-1111,11THII INN ! - - . - � __ - ­ I � ,­ ,� %��N �'11 � l 11 I :, - - ��- �=�� I � � - � - 57 . _i1ffi - � - - ­- - - � c,vtl�,I'N-, ��4: ,�I�: : N� ��; �_, - F � - - __ - I I , , I - --- I - - � - - - - - _ - K - - - � - - , I ­ - I I - - � - i � 1. r qt - � I - - - i __ __ � ,,, IN " � I - __ � L, -, I �� � I �.­ I.�,F� I t, I t Ir ... t77 �] . - - - - tl� aiiiiiii, j,��tl_j Z­7Co��'� T � ,­ I "' � ­1 , � ix�� - � - - - - __ - - va"'n �,, litii ,,, �Y� - 1 1 - F - � . i - - �� -- 2 " � I � -.1 I 1- ____4L­4_11___L_______ .1 - - � � - ill - L_­­1 ... ­­­ � ­_­ ... ­.­­­__­­j, FF ,5r­_­_­jr­77- - - �NNNNNNNNNNNNNNN� -- � I i I I � - - I _;;____.__j I �'_Il­­' ��­ - � -1 __ - - , , � ____ , - - ��__-__ - -­­ � ,, i " ,, I ill � ­­ - � , " I I _ - � r � r - rr - � r. � __ , - = � -Nt : _­1__ii­­N­`­­1 ,_­,N�i . ... ..... .­­­­­­�ii ... ­­­­i _� 2' _�­__­__.i�� j I , , -­ I � � ... . ... L,­ ...... ­_,jN'N,­­'­ - . I ___ - _ � I I - 4 � Ii �nl, ) I - I - _____ I -- -­ .1 11 , , . ­ ____!iW _­ . . ­­­ .. .. � ____ � . .. ­ � . ­_ - . ­ .- . ;L . . . . ... . . ___�- - - - "I'll", I ­111 ­­ - � � � I - I ­­_ - - I ­ - I .1 I I I . 1.11- - �, ­­_ - ­�­_.___­ �.��.��,ii�,�.-.,.���,,�,,,.�,,���,,-,f- __NN.,..N .... itill.,ii, ...... --t-i-iiiii-il'--i- ,,, ,­ 1 ._1_.1N1..1.___:i= :'it -Z,t,t��_ _-, , �: I i .... A,,­111NI,­,N1 . ... .. iltit ........... �,,�'ll"�,�,,�'ll""I'll�'ll"�'ll,�'ll,�,�'ll""I'l'll",�,,�,����,��:,;-.--.L.11,11�::�==�I � I , � I �� - . . n I Y.- T I" I i I I � - SHEET NO. a a A __ - -,- - ____ __ SM 1 14- I �I 410 E z I 100"? I Is ��- . � , 1�­­ � - - ­ " �, � 5 1-4 - ,.Fu - 1 1 I : , "I I - - � I - s ff!E I 1 wt n V� � � - - `Fl,Y11 �_ VP fi,T ��XI­ WI � - . -I -- -"-��------ - _-E9_ _ i- , . two, F �I^l f i - � --- 1. i i � � ; � q - Ii, I I , . - I I FFaNI I I I � I � I � � . � � � - � � - F I I � : I , I ,� :I � I t I ', I %41illl , . 0 " I I S1111 I 1 I � I i �I : - II �Ii l`I IF ""FIFI ,F ­'rI �i Il i � - � i�w w I i I . � I I I , : i ,I I, " 1! . � I F � � , � , � � I . - F I I I I It �- I 1 :i L � - - - . � �� , ! : - _� - J - I , I ­1 F , - i - Ili - j I `!, � - � I --�­� I a�* �, r F l T�7 � , , - I I - - _ 1 T � - k 1-!==.:� , � , 7 111I z- � 2 E , IF :j- - i !" ;I1 I I I " r" I - --- , � � , M, i 3� �,i, � I , - I ,,, 11 ,� " - �, j­ � � �� �_: _� I - E . . i ,,,�5Pi.i�E"I:$:,,�,!Z! 0 _Z-� 7 sl� ... _�eJ � - ... ­... AK _1 � lt..L%ii.1.61 I 9 i IF :l"i'IFIF, ,tilli" ,�•F: 5 I E � I T � � i � t �. � - I � -­ -'r.�"-,!"-,-,,��'...+�,w�l��o����,,�,�,,�,�,s��,�4'. I I ____ - - 2 i I � I, , F , � , ­11F­ , ­�=� 7 �, - ��*A`I��_`­7 _,'_��F , I 7 -_ --- - --- I ; o - IF. I ,,,�,�� . .. ........ ,,I IF- �11­ I - .] �:lil.16�.' I" �, _ ­ 'ImI141 I . I ...... . I ......... .. I.Iam�.�,M--l�,���1-11�'ll",�i,��,�,,dil��",�,,� 11.1 I 1 q� FF ...... . . � F.F.F, iha,,FIi� _ .,-,. F.I.-A, �,,F_­.,.A_1I­I: ,�_ - , I , - 1 ,- - - - I � i I ' I ^:i ,"",xr" ",'ll,r.x'll"oI.,x�rl..1-.,r. ."-...,,,,%,,,,,,,,,.,.--m .... .... . I � - � - ,I t , k - ��_ - , - " F, �� - --ti, IS� _- ,. ,-, � , r --rI 1-4--F ZU�1 II:1 I"� ,,'M �� fi r 1: , �S II f 4yq,I Ii 1 ,Il,kk,iWI Sp,ll,)lF�! 1,} "I �FI :- I=MV1.,I i,�C .1l�M,wIwifV,- 7 4 ---' -r lIF I ",I 1_'1 -- I ,, 1_,�.%AV- f , 4 1KI I , - I �1! 1'1l1l1,11-�111-1 : 1��`* � � ­l,,"1 0, 1 !F�, i, ir I . .. , Ir e, "2 ",, ,���,�"��;�-,�p-,._.1.��,��.me,",bx ,".-, Is , ENGINKERII EXPOCUIR 91 PROJOUCT EVALUATION RCPC:YRT rovk#-4w It 2:12 ­ � - , - � - 20 a k 5,9 3 FFIr,5��lAALOtit'dilill, Ali &MSA1;hSA-:!i1hl1lSt&ti A�. ��_- �_ __ tIPdl,F%SSw0lWfF, AdISt'I ifi4l_ ,,­E! Pil iiIriiid N,iSi 6, 1L„ip:ii,iriV+ilNi,iiui?!I Noli, lnllllij,wrt, I Cts­ t ��- __ .04cw-o of Evatuil IN�,7,�iC _,� ­­­E lIke 4�r[ztt'�-"�t - - uktrIF111, C�Slt: I F I i = - , - W11 GX ��, is"'P , ,1, ""I'LO.IFF"'I.&I64111 1N_�.F;irArjlM,p I,I:.H�I tilloill''m-4) 1�11� I'M% it�� 1 ! , mw XiP4"F� 1,1,,, tdokp, , 14 � I � - I ­ I,WSS StFlI j -j fiefffes; sjk�� E ;-- ", - F,, ,F' �"L - 'I � .,�,�� "* ...... I , ,"'t QT�*,t�d rFt - � - liml iill­, ,_qIiiqr-,LSF', ,0"W_Jkm,QFl tv,�_v�II Cia-IF: 'FlIOIF'IlI ' lY,r,,i,,,,---, wSgrinfat"14MI ­11a; 5 tj FIX - 9 . MM . . . le-NIA20 I-0, ,,�i�Ill'!lI 1 F. hj,,FIG�,VrRiIMNl,- 151 p,i,,9�lioti wu,:ilillw,p,tti�li��10,111�l�ll�:�1pl1siili�i� 61��[r�ilil�q�p,,�,�,�$l��P�����!Fr��iI SI I r-11FI14Sl Ilr II11IFF I flhllQ11,1ill Itspt FIVI �j . ]1#E_ If Ft�;` J - I F­ - - . .TURM, F,NIW4f,FR�Ng-CA�LC�l-TIA�T�10!4,*I - - - xcjP[FrPjtWk" gm,-,111, d,1s,lFFiF*! AII;,VF:,_ Vi, Coal ql ;.W,Wrg Imlivi I III ­ __ j 11"bi F1 FI'lilriFIA 2IEM?t& ,_� VIMM, 3; il,,!Ih,,"otli'li'loilillir:, Cirlim% arm Ipwiniolivin F 1" I IL I - I 'a!,IF 1i"I, i� 0 -i. i, - -I IF, I I A s F, 'K - - ,_ F F., is 4 a T I it I I � 'I, I, �: i IF t'. " " Tk . � i � � �E � C - .1 L . I 10 AmoI Shiriilqv, al LlUvq ,O%ktmkacll,trd S1W 4ri,wset'++9111,11![P'lloq,R, SO,)% WK�vml, ,Iu *111101I.Ill arliviti, i"INS I wit'j, III Ti ISIMS'pil FA TS's prwiIIIIIIIIIII hisma Re-SINVivaco, ;,�w-Nnv,'��-4.,s ,v..; ,ilw,f. +,Irlgtd.t.vas ,�-."'1 t-,,v_y„,, c a,l�, If,"�;-$Io; il it�, ogv,Te"w.,W�$",E"I;l��e�,,n4%"��,T�i;'�,,�ll����,4t,4m4�= Wnd t-va,d ftsistance - ..KV&FI IL - ­ - L, _4B t*,tPq,SF,a,l,,,M�, j� FF<k � ­ ff�t �!��L��, =i � t� _ " !�IIF, -.1 =---- �_ ­1 ­ _ _� �� � mtli p-!EE�,�gAav�,:ok,�w.lzvl9,ii- .noavr_F!F��- L iftelisdarillan -- � ?.1 t `IiI el�I,rg,i MI =eNi� .;I Aff c�r F=� ­l A", d l�_ ­ F,� ke:'FJ � 'i F:,I, 0 Ili14l4r, SN a, FtIS 'I W It ill"g, f�giton &I upoic I 1 ift %6,95 CW �,Aac vii I 1pq* xFlw 4 f-F,cFS; PFA F iwmav_�_, - 7 IF V, ,, I ,I Ill, R R. V 1,11IS)KI k-fl:111; 11,1: I, I ft I L ilVdasions & CP4-jj,0f0S1,W of 03f, i '-'I ftl 14 f K i j ll, I ­". ­_ ­�--- � " - �L`=L7A ' Y (,­� 1 - � I � - I � F " �,;"'Ijttltrm ,�,:,I�f�-�,�RZ,�;,��:���!,I�:�A"�i,�o"I �;q 511, 04;A V5,1p OiSlqhf, F I 4 R1Wb$4:,IilrI1A IJIMF91,li'tl: I;TMgQtko lq,""IFI, Vil"i-XISF Illt FI � � --- 'Xill'iVilimmilt SfiFIIIIIIIIN: AS 1-e,.�:-, -I ­_­F"­IIS4 ,I:F1011$ E iFTr f­­ 1 ��,Fj��: 'I ­� ,� -,II, ,il ,jjijlb I I:I,Il,":�'. "I VFFF� &LMA FtMVFF�4r L Ill 1­0 Illll� Tftoi forww"I fLSt, tPA4111, PPL�4W$ IW 1,01141 Ililill'1111"M 'A011 C"ItSWAIM111S, S�llj;h Wohlillihi HIII11111li'llille 2,11111im"SI ji4liji'ISt) � - MI,r,pt,1N,ll!, I I � 7 � - r I - - , I� - oIr-ilil 11 EL"or4illili EoRme -------- ,Fg-QSV,�-,y---- - -- F - ,tar � - � I IS 4 � � ", 41 tF';-'ftQ I E 9 f� 6 � J lI It ' 9 '7 .1' I -0L.-"1FF!.-­�,[;11II11 " w,.- it,I,;To�II - - - 7 - 1 i � - �= - � -,,, _�IIIIIIIIIIIII41F - � ­ L PI � " I , I- L_ , - � I � 4� -- "", i'llill, i - - � I T I __ - -_ - . I r :_­ - , - Zq " � F � 1 " -- , � 1� -- � I i . j.� F � . I -_ , � % - , ° . 14 , I , I '­�__ ''- �,�I# "Fil �,­­xI7 1 - - t­ - � 4 � ,,I I, F, ­ I-F, J _7 . � I ­Fk#] - IF -,- - � �, ,, _­F� I � , I _­!�:�,_' � ,_A��F,�_-�� � � S I L . 11 � 1� !' �"` "/" ;� `-"� I . � , - - - - - - - - __ --- ' -� ,,I I - - F 4 ,I���lr�,,�.�., s �1, r,_- II 11 � _� � - I � - - I � � I I �� �! ;III I I �! I, IF .. . I,, I �D � " �� . --- L �, �' , , I k* , ,,Z,t;'T.�Rkgl F 'I � - , , - 11 _1� - I L I '�k A , I� F 'I " , ­ -- . . ­1 . ," - I , , �, , ,F� � � ­�t V_ � -- - -_ -- I" /1k �, F AW � I III it" S ', o, . I �� 1 I � , � i -V--�,--;�­, _t -1 �- �i� K�.f ­ _4II� � � - � rf 11 � ", ,,,F le , / 'OL"", �, 'r � � , � /,", I`F - - - -1. �-.,,�­ � � , - I L�', - 11 � I 1 � I- . I 11 ­1 � I I / I . -, - - I ,e / �_ -- I � /Z, " ," / / I , 4� " � , ,� . " , _,.I I - � I � / 1:� - , I, � I ," 9 -----, [ 1 I ,F [ -__[, ­ "� 1, -I,. - L r - . I - rl � I -­.,, 'L ­ 1, 1, i . ;­ - � I I � ­C1 I " r ___ - L � � - � , III I "I" 11 .1 - - - - - - IF L I I ­111, I I ! - i i ,� � : C! . � - I I - _F I� , ,.''�i 11 I �Fi) ; I I I I - . IF I F - L � � t � I;� � - ­_ � I - I 17 I�� , 1i � � 4 � ii [ I I I , , - , 7,, - . -,, ! I ,­; , , �L' " , ­ 4 ­1_­� I - ,­ S L � 1 =M - P - ; I / I - ,� , lil, 11 I �: ,tI4, g - ' _.." � , I � ' ' '� i" - - . L � , � 2" : - - � � �, I � :��l . � , , , ;_ � . - � I I - __ - 1 I �k - �, -- - - - - *7v�t- ­p � jt­�r­, " ..... 7'I 7, 'I , - ` .1, ; L � - I -I, " I � � � , F, r - , - - � - 4 I A�, __ I I �I -r[�.F,I",,' � � 1, I ; I . - -1 'Ir, I . �Z�7_,7 - I �A�".�,L` ff, _ � - __--- - - _ / ,,�e I ," J, - I � -:-- " ,::_ "FFr Z N'�r ', __ 11 Y1z Y �r �711x, 1, - , 4, - , �I ­ , I , - - - - - - 10 -1 i I I I P I" LM�Eo -CID r I t'C-'&I�-fEl " ­ METE-10C "I WOOD. $�TRUCTURE5 I Fil � . I! i I � , � � ^;-, - , I L I F, � � . - I I I 5 � - AI­ �I �" I'� - "!, a, ,� [I L� ­ - ­ 7- ,= 1,.I1 zI - I1 i t � � I.1- 4,r Mt , OF IFI!II , I r J! �� G - r I I - I ", -,. Is - L.I.IFI-J, 11 r � i :' ,III III; I� T L I 1 � IF i� I - b I I IF, , __ I! 1l I ��i i , 1, 1: , I , --- � : � I I I :,: , ,:, � 11 � I I t 1 ,� ., i � I I '�,:,�� I _ .: ;:, �I �i 1 Fj�" ,FF"�'IF' _' �- 'Z'1�01` I III F ", , , .,� 1 � , _� ,,, , S,FoK�TI IF I I � , I I k I - � il �I m I F , ,'IIIIII. w1ft I , - - T - I�M; 1, , �� 1F � � 'I . x - - - I --- � - - - � - - i = - - - - ­- - - - - - - --- - - � - - . I� ,�, i­ 5 - - � , - - I 1 ; �II, � _ - E � i 'W:lL WAU A 'k � L UOUJInNG - - S" F � � r � = - - I I L i oIl�,r 1,4�. ��,111,,', . 1� - C�� 0 , � 11' Il", It I � L 'lIflR �41r. 1�:' .,`,"I_�" 'PSjI'1` _'�F�', Fl,,�-'�11` 1l:: 1 1j: IFLIL, ie� is Ell �;,,,, Li,ti I'll, L '�. 1, F ,,, F - � - I� r - 1%1, , ,J° , I 1, 1_, I , I 2 !!,:I:, i 1,, I ':I 1. - 11 . � - I �. . . . . . . . ­1__ I -I. �F, l:,Fr.,'5 t�uFoFFQ!� I SMIl -III I 1,1,1, I I � i : 1 �:-r I � �F'11141F'11.', , ��I ",,'I'll, l, ii: '­ �� � � �,;;:::F, I I " I .... .... K �11: !��IL Iiii::i1:110 L - � � - " � , - - - - - , , - ­ E ' L 11 - - ­ ­­ - - I I 1,11. I - I _ I 9 I ,` . I - � I ­ j : _': � - __ � �� jL IF ,- ,!; � I Ilk I �- -1 I ��7� � � - I �_ - , __ - - - - = �, � �� � I�qIF, . - - �� , � � I, I r 2 tg ; � - � , � � - - - r.� ,. , - - e­ =_ - = �­�s : - - I L I - I - 7 , .,,r r , r L­phll"� - - - - - __ __ - � - 7 - - ­�I­1�111 . F � - - X ,I f � I = C, - JIL � ", 1� ­ 1,� .1, � � � - � I I ", I I'll, ill lt�,�,I,,JI �,,� y L,j� - ��. ___ - - , - 4� II JIS I II, j - - � -,-. � - - - _ � . : i t� n � tl ", � 11 , t , :::: � !T, -, - - __ - tiF: � 1: L'ii:,:': F �:,IF � Ill 1 1 rivl��IIAV_ IT'i i III � - - SL I - :1, - - L , I , l J_ ;, - I M P -, I , I., F ,� - - F A * Ra iF - I , I� A� , L ­:� � � I , �AI I'.. � -,l , " 4 `� It "I - I �t , , � 1, , i; � F, I S11"Fit L ' ' ""'� : . ­.j­­'K,� �� .J�_ �!, �fI I A I it _ _ k: � " , - "I -_- - - - 9 I p L. , , # ' ty!"P, - I - - - � �_­� - , fln -.I-- q=­=!� :Lt­ �:IL ��, Fs� I I ... . L­Z ____ . ­- - I = - M - - - , . M M_- ­ �r . ­ ; �Q� L - - - �t . - � � - - � . ­ ' �­ � _� T;:� I - = - - �� - - - - -1 - - 9 - __ , , T I - � - ��- �� . _� __ � ­_ -, - - �- ­ � ­ - F-, � - - - - � �_ ___ - -_ ___ _­ � � ___ - __ ,� I ; I �y � - 0- - -- - �-_ -_ - 7 ��744sg - - - ­ �0 - ��Q M Ni �� - i �� :::,I I, " ;, , � � 1 1 �� I 1 :1141 II'Yi I r� V I: ::1l'I F11:1 �! 15 :t1i I b I 1� � M , A - - - - - --- ­­- �F_ �__ ! - , -- � - a7F I _� - IF 751t,tFFiF�' L' - - - � I !,'!IIAI�t ­�11� � ��":l���, 110FI, I - - -1 E � - __ - 9 �---- - I_ s, - ­ :, : ,I , - __ � - i ­_ �c I ' __ __ � ­ �_­ - - I I ,��::: �14 � �1:1: !:lF IF iIH ji Y - !, 14 ,''I'll] �l II''R F F"I'L`11 'I, I 1, i � - - - - - Q �_ ­_ - --- . - � . � 2 .��E� L 1. F,.2L FIT�:, I : ­� * � A, I F � !!:I 1l: I" l.I: I 1 di� CL i Id 1111:F.L� �FFO � ,,I� I I,, I , F 11 � F, I- � 11 . + f - '�­ ' - - - - - - - - � L r It " Tv�� � - lill � � 0 - - � U El � - , � 'L, - , - - - �� � C - rf�p � - L - - .-,-I - � � �%iv �� , I , I - - � ­ - - I ljl,'� � " l: I i ;,:* :I , � I, I F! ll rlF,l: IIiFil % �I� ill, I !,I I C'11 i W ; Eq - ,, III, � i I I � _�� ---- 4F i - 1- i - , - �� _- , I ­J� IF "'k , J"�,4,iv, i! - i � � � I 1. 0 . � F ", 1� l;_�� II ... � ­ - IF, I 11 � � . � ­ ­­1 I "I", I �1 cl�-il:� flil: �! I�F� �­,, - � i: - =__T1­I`1 i --' �t ,, F�1, �,,, ��� � � Ill , _ 1 J�': L�� T �y 1:610 it ­_ III, I,ll�,11- �:`��:�A I�­:� 7 . - _­$_-,, ,,,FI,,l-!­ , � - , I,_ - 'j'II:II,!,:;,: �,-,!� ,,��1'11 I!iiiL III: I' 0:;F, :: L � - �� ­ , I r I ,,_,- a - � 4A � - I - �� I R L . I - �_ - I I 0, ;�-F,P­� hl`:UiII�111,16I :�:l�!,I�,,Il�,�:,:!!"�o�%',",,il�:l�,�:��ill���i,l��,llI - - - - q , S_�� � .1 p4l ,,- , i �- -1 -1 0 _­� I , __­­ � _M_ I r �F L� �,!!, t M �� � WUX - __ - _T_ - 1, All - �nlc i L�. -ii - < i - ­ - ­ - I - . � 1� IMIN. $II � Wi wrol" I lm� . - - I Ll� 11 �, 7 it I�l t3 - IF, Ol!,,�nT�, ­� - 1, l,di�w �� �� � I �� 1T �T I a - - f, I , - A. I i li�L14 - __ - - T � - - x . - T 71C - - - - 7 �A I I It - - - , . 1�� � " � � -_ � AF V �Y ­ . � L L: L , ' ­ - 1! � ! W i t 61 . � - , " I f%, I -11:, ! 1 , - ,� F -.�I� - - ___ - � L , ,1 1, 1i ` " i - �­ - , I _11 , , W __ -- i L ­_ , �"IF I i ,� ;,L�-� I- -- - - � - -1 . I , _�_ L - - �'kl I �:i - - , -- � - - - - - 11 �, ! � � � � 1 � 1 1� � ­, ...- � " A� ­1, �§��'­­ ; - __ �_ - i ! - - I IF , I, -, "I : - - Y n . - , ,:I ; � , , �!i r"plu I 'I t� -�� , : r ; L - , I, . i -, _, � - � -- A - I I I �� 4 - - � � ? � - I � ; I F ", , I r, � � I ".. " � -i�-: t -III ­ . �_ !�- I— I FI " �� .,�F.�- Cl�,:� I , 1.1� � 7T II � � I- - � - , ..) ; - - � Sl -1 4 :111, I'll 1111 1, Q f, z - . � I � _ tA - - - � - = ­ _ it I .It 'E01: 11 � 14� i - - - , -, ; - - - - - - I I'd I '�t F I " - I �, � I I - - - I , , ­­ 1, � , - - �III�_ � %f. ,I,� ��,t, . I Lf� F I - 1 4... : I � '11: I - Fz I LIL -- � I �, 11 L � 1* I ­ i FiNt IR - ­-F ,--,, --- - - __ ­ -cy - � )- , ; ,wz . - - ­­ - - I ­ � � � 1 �3 � I �� - P - -- - � - : � a - / , % ! 1 � F �, � - -- ;� = �, ­� - . �# - � .1 � �- - _­ ­ � I il, 0, Ill FI 't [ �� � � F­ __ � 1, L I, `FI,:,zliG � t­14�, ,IF, Ir , ? ; �E Y - I � - __ __ - - __ - Iii A i E �_A�I - LFFFA F=­��­­1_14­4�"� ""IFFIF!"n ,Flt�!� =� �� L �> �I j " - ­- ­e - , , _ � � �r _: L1 I I - F_ 'd E. - " L ­ "I ` ` ��' ` - __ ,� I � %� j I ,�,"i ',1 I ­ - I - - - _ I � : I I ­ I 11111iii ,l, vp ::i r I ,ji ir : - , � I ,F ,,j­F,P­1 1N"t F� 1AII13-- A 11 I ! - _11, F" - - � , I � - - I I � � , - , I � � ..j ", ,:1­ I .Flk - 11 - - - I 4 __ - __ � I—— - � - ­ "T - - - - - - - - . __ - - - I �CMS_Tl �, � P �, � - - , - ­_ = .� Z 7 X � ­ t I ,F -,-M- I - I I L - ­� 1, t ... - - �, R �, , �, &1, �Y ',Z��, ,I . ___- , ,-- - - - __ --- - - , %­2,_ �, ' ` -4- - I- ,- ' "",I >, - --- 4t� 1, L- - ____ � � , -I .,-I- - - I i oq I F: I I� w � I'� I�l F. � -1� I'! � , � I "'�?,Lgl�'F' tr'L" M. I � r - -/ �L'�'i"L - ---- i F, 7 -, , ", , I/ , � L __ ,�%t , i­11, ­ , , _ - - - � L__ _., ' - II, 'LF - )4� I - ­ - - - . � � - � _- __ I - I 1�:�ItIIIFY ` ­ � - - __ __ - L - - - NWM - , - il'! - � S __ I ', I L �" 1,1, , - - - __ _ I - � ­ M 4 I. 0i - __ __ , . I -IL - I r � 1:11 I I, � 1, ' I T V I � L � � - - � - a - __ I �� _ 7;�,,�, t :! ,:IIIIffi, � I � ,U,rl,,:!"'j, 11,11::II . .... ... � : IF, � I __ - - - � - � -- .L , M I . -c"'11; . .- Ki I - __ . I :L - !­­ � - ____ - - � i - - - - - 11 - N"I 0 1"! � -,Sl I It I �� - - ­ - �1_ , ,I !�� - - i �. -_ 'I , I � � "W1 . . , 11� �j C, -IF"I !CIFI�_ � � I F1111 - ­ I . � ­ I - ,�, V!,lS,,�!1:S I , : IF I- ,_-_ - - ,, _ , I "I 11 ,1 , I 1. I fig. � - � � � - � � ­ ­t ---- �� -�, iv ._._1 ­ ­ j - . i I I � F, I ! �j , it 11 , IP It � � , I I - ... f, � L 211�3ii+_ I I . I - Me @Si,IR1k4�:iFPJJSIM,� &;� It, I ���, f , 51 OCT 2 8 2022 I R F,F_____T_­ =- I - . " I I . W, .3 , W0190MM.1iPlill. ,MK.N" I :, ,.�*"�i�11.0,�A�ll,01'il,�l!!�l,,�",A�.w���l�11:41 [EP :: ­ I C, F �I I 1.11- - -1-1 , � f�,] L ,2 , � F 1, I',, ffiln �1 \ IrI A ,_f ,,- I ". ", P - js$ji i'It� LIiYUkLfll 1' S:F'FIIN 54'_"OE C"IIIIII li` - � I, I ,. ! , - I � � � - � � j % t N I 1- - ­ . - - - - __ - - - � I - _7___;­i.�I� � i �, ." I ­­ -------- -- --- , � - - - - , , E - - - .- - - - - - - - ­___ - - - - ­L I � � - - ��_=_; - - I L a - - = � �-- - - � - I I - . - - _- - - _­ ----- Lt­.­ � - - 1 I l Fl? f 6 - l. ­ � - F I - . I S� L I .j FF I , , " 1 ;�� , 7 "I ti� :i - , g , K I ; i ? I � ,5 i 4 I , - - I � � `® It r A: 1 i; I I Z9 ! - - " 'L I wt L FM i ,� F ; I, F_ � . ,i - . - it 1; I I ! ,f . l" I - - - - I F - � I � I - - - I --- � , :[ 1, I � � , � f � K IF- � I, � S ,I , � 1 - � I , 1 F Ill � �pp � � kIF � I I,, !I��, " �. � ­­­�� 1 '41 � � I ',. , , -, - - - - - _ _� - . f ,,- J 11�' � 1, - ' ­­ ' �i 'I" I F� "4! IF / ` I "' I I � - - I � -, -, "L' ,, � -4, �,Ft��11 ,, I . � I I 7 - - - - - __ __ - 0'. - , I ,• , 1,L, I I � I � V,,��, ,,, 20=31543 - M__ T If IF_ si ­- _____ - __ - ! - --- I - = I E - - - 1 ,�S I , .t APJC4:�)R SPACING 4zzrA4fLr_l1 11 F: - �- I Virtual Review Assist, Inc. '*`1 Plans Review completed and appro4� for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ANCHOR NOTES . I T M�� � , ­,',F1F,,F ,-,-,��nIi��,S� Fl!.,FS!F,hSl!1" .I: !,A �11:lj S'SII ,"SF..F.4I1iW, SIF,�,l IFAT ", IFI at r 1I � ­X � CIL T* " 5W t ,,I I FIF 11i F`5 14 t� F ""'4: IN I A r, F � 1 ! I LAI -L'I je III l'ti' j" : I, S: I Ft I I, I U1, .RI � * I � Iit� =�K i SF VAN 1%: �­ � FIFFI�p I " T IOU I, � v I 17Asi- Il-'N 9d**-.F1,1lJ,r r p'#.«v%It44 f1i "A% T FIlk "' l.Q:, IN r C ooKAFFI, IlF IL "" I 11!� I � t I: N4 V t U� F ZtA � �Fm vIN, �'_ � *U• I, , �4-0-5Ali MM %!A- 7�. �PC,Z­r,ii,j ti VW- ­�� PI ��,'�!�,,,I$4-��iI `­lF.1� la�%SK-- L i, i , ­44II'Vit, I'll.'I'LIAMI IIII -MMf � II I t loW Itn PC M Airit t"'i"'am-If r;' EI L _II -~Sjl"jlSr",! m A!- n I AI .-I-1, _-, " _-, �� F - - , kA z�" , _u1A &FI F" I b- ;� F"L 11411! a�,IFIF, Y ]& 1, I -3,F%��jt' ,, 1: 11l,111, 11' SI;OM, I "A !,,I'd � IIFmIr 119ti, Nr IIIII ljv,[ !N "flit ll 10, ,Wk 1,10_u " ,�I I.,11 FAII t. , 'A IL v lli"� � r, 4g L � j�� � I "' f j4FI I F S , I F Z - ' , , _ I, - - - __ � Sit " F�D�ftll, 4��Il_"'A'�� F:j,'j4pj,;N�q I li I 11 INIJIFirr"'II P',:."I,IIJFIIII Sir' 44itF.FwFl:S 01119,11 - ��, W � F � i I,_,7,� F� &r AOFF�NA��T % "t:1TgAiAltim Fk� S t:F j�r1,:�r,­Fk_'FV,l1IP3, "Il", TIiii- I ­ T L � : IN - "OCgVP- 11,11N,A,fjV&,NM t!4 PU1- ff� ­ tr .11,110 _q It I -M I"3 tol,, g` 11 ,Wlllon�� AM ,iF% 4I�., � �A?,1;01 II15 I� .. . ... � �, o 1W -3� ixtx", IIA", 4 ,I I: Mll, i", IFII I III ... I � �A�ww 110I T II "�A­ T'I�I.qll �Sl! - 112bt�IOi I 43FIIIII11,11111Illior '�p INIIII'llIll j:PS, i S'SS! �j�# tFIFF, 11 ­ --­&� Z,,�,,,, M �kM_L "Wil"'t, DO; iiI �VAIEI in:qNSAM:1 mk"FS I Il"it: 0 41 D:IIF,�Ft "� -A , � 4,V i� 4 MM rffe,li AW­M­ WI ­­ l., 'I �L� -r%�.,�4+4r"o,c*,�L�,�,V.'r'-�-���,, 'j,l".��."�,���',��,'-:'�tj�:y, All 1 0 r (D .s_- CO _0 > = a C) = 2 2 ­0 0 0 Q I- E M -0 n I. a) -0 070I �= 0 - .- 0�g 5: M 0 ZZ CU 4- 0 co > W . - 2 . C_ U) CU (Z C_ � -0 < * - I I � I - - - SHEET NO. I _ I _ - - F __W_F_ IN - __ 7 -I T__ ___F_ - - L . I I - I - ___ __ - - __ __ __ J___F______,_T_ I lk . , I 1111 11 I, � ILI 11 f I .11 . III HIP :k�illi.TdTilt.i-[�Ll�q'Illtlijll'Illj'�I �� I,i,".I' , 1"'I ,t. I �W I F I I I I I I I . . . � - ... __� ...... � - . . . ... - - . - 11 . -.1. - � --- ­ . .1. ­ ­ - - - I - " . �. - ___ - __ , _ � ______ - - - � . � . - - - r--- F0tD[JPWFATI4ER 4�k_ i I ___ - - - ��_ _ - - �_ __ �� ` i, il��­ \ ---- &%� mA R % - 5, - � a) - = -:, - , a--r crllj�k; �1� , C .,� E 5, 'Al I - r! - ,;i4U, F v t ,F, , MR 18 � __ - - _1_1� V I_- 1 __ '.....- __ WiNDOVV UNIT -1 N U K <D - , _� - L Tr �� f �___- R A R R. i 11' R I 171 , ."".- t " - EMENTS ,� - ' AJRF I . � ____ �,F MPL)RARILY SFC Fi, FLAS"IN' E'*"*'U I " �_��,,, , 11UF � � .111, "I LK,iKJQ:� kL" Up 0,% �,j 4L; 9- I F>o� . a , ­ - u� -, - � ---- � ��_ . - I ," ` . �Loi;�e lfv�-� . �__ ��4�� __ � __ _ - __ - - __ __ - � � . _________,._S - - - . i ; � �, U) M 4) *-- ___ � - - z . ii't I � � I i � �= _mM,J�lE - E ,�e.� i, �­," kz�� i i - I � - F ­ - " A . ��R �� . �. i , T � k � IF! - 1 5 , I - - � � i -703 1 General. Exterior wails shat provide the building with a weather -resistant exterior wall envelope, The ext�erlior, wall envelope sball 4 ��__. 'Ir I 1,, 11 - - rrl� ­ i I ,_ ­ � F -0 > = Q - ,I �C;��g ; , _"11'," I " - � I i i 0,��ul, IF, R I � " �& � i E. I air CNVI-2 - NZ11 i i ; ! . - a �, - -Onsr- - , - " Include "'asshing as descuced in Section R70-31A. I � W(nor'l APAA4; I - - i '. -_ � _r , - 4 1 ­_ � ­r_ i - I . I , � : - I �__ - I ,.Z� � "I l-W,A : 1: I (0. 6 c f n =. ,I> V , , I D C_ T n - . . i APE --­ __ , I '-- EX'TEMOR - - J - �Il[n 0)W�� 1 � i <D 0 4 := � 10--LFALIHEAN�H) FLAA,o-IsNd - -, -_ _9 �_ �� ill- - �, I I!��:� i I_ III,- I � -0 � I , - ,,11 � \1 I � ,,___,� ff -1,_ ,--. - � - - � Slrll�=ATHWIG � ­ 1 � . � � I - .. 4 1 - -_ - - _____ __ � I 'G DOWN - . = , -. � -�- I-T - - - - A,DhF=15M� I, I. UE AFIF11I I 01 IJI14IIJI"F� = 5 - IiT4�� ._w "I' I ./ Ir i I r___ ­-_ LF-AGHLRE -----I 1� ,I - - R IM,�rlL � _ 11 -INrr - - L ; . - , _� �j '" . - iF- - � r� , - � - � - f L), DO - F'� , �,10 � I � � � 1�','_ AW' ' 1- I I 0 3_ I ,__ � � ". ,� V � n I .. w 4r r f, ,7__'. I f IRI-SLItA ; V I I 0- i - 9 - . , ; I -N, � / - = = � - . 1AMa & �t - I�� , �,I � [ - � � it - - - � � FiL F WIN U11 )AIII10 115". lAA, I"iCiIIIII11), � 1ZCr0S11_1 'Waterresstancer. The exterforwall envelope snall be designed and constructed in a Mannar that preventsthe accumulation of,water a (z Q_ - . !a . __ ��p� � I - - �-r E ­ = B. - . 1�, � �( I !; I I EXT E RIOP' � I M - . k NA' KHAN 0 L 14 t-Ul-Ai V'VtA 1 HO? . - - i _@ L� - � __ -=T i I I -1 the ;exterior, claddim as required by Section R70-3.2 anda means of i � i -_� Y I ,A. - - .- ,. within the wall assembly, by providing a water-resistant barner behino � - ii &rTll ----­-CEMT, FIN. f-JI JL.) .2 1 . -k �rj� - - :M � - � � r- - a , 0) L_ ___ I rlll,� ,,L �1'1. I . L � ­,­ , 1 - - I - - . draiming to the exterior water that penetrates the exterior cladding. - - I' 5, " ""' " , """ , , , " , "" kf;��, I , __ VALAD-il FV � - - __ - - t - ri� - 1 Dl' Ci P'L PIER 9- =) '00 co (n . � __ � ­ , ­IH' , 1_1"L�' __ � ­_ Let I L -_ N., A -_ Ell -% "�� ___ " _4 L­A�11 klrl)i,�,,V�-dIININ , I I I I R Peso rnvi;7 � -, :�:,,�� i -8 10 _0 a E __Z rr � ,W _Z ,� " - , �",d` - l W E � - - - �_ -, I I R � - � - , � . I I _', �111"` ­ ir _'.- 1, � ill - �_ - __ __ ,p��:_�.:_'.'_��_ � � ­.- '41) ...... ­� R . C &. I .= i SARRoR 'i - - , ��, I > ,� - - I RE LATH -r-resistive, barrier. One la-yerof No � 15 asphalt felt, free iron) holes and ireaks, complying with ASTM D226 for Type 1 feill or other I I i ,�,,,,`�,' ,, �,�", I z 4: L'A �L TiW41'; <)f I �l:( ) � S I 5' � � __'� , 1, � I I,- � ��e<r - 1 , �!�­�,--,­. - - I R701.2 Wate b 4) �__.q_ ,_ � I - � I , L04106:k� MI�'X*46'; - --- - �E ff Y� � - _ � I . _F_ s0I I- i - - __ CL = Q .3: = - ­ �E - � -_ F M� � - -­` -_ � I � - k -� -� --- - -- - r shall be applied over studs or supeathi g of all exterior walls No - =1 5 used it felt atiall Lie applied horizontally. I -.-- I - - - .,-,, 11-11-- - - 7 = - ______ __ -� ­ approved water-reVsuve barne n - - ET� = 11 -1.1. .,I ifi - 11__� It _ - ,, (�SFF! DI"TA10 %VP07) � 1, __ - -I----- � _­­ - i�t�_' - . 0 LA... - - __ __ I �__ 7� - - -- the lowler laye- !-,-at less than 2 inches, Mlfbere jointi; ,% occurr, felt shall be lapped not less than 6 i ches. Other - � 'L L 1_1�' - I "" . ZIE-ut -ADHELRED FLALS,H0WO - - __ - ��!t with the upper layer lapped over T . - � 1. 1� - - __,� � _ - � =z=i ­ W - __ __ 11 4 i n CIO - M %� - -_ --- ­-, �--,_ V �� I Z�,'r., 1��-___ L ,­ ­­�, 4 :� �: I 'th file water - - - � -_ � -_ - IL " - - � ­11 r in accordance W1 _fLaSisfive bafffet ntanufacturees. Install tion i-r-istructions- The No. IS asphalt IM I �b :> I 11111'�',i I I � - - ­,"', , . , 1�, i r - r � I � . approved materials shall be installed F _a a _�2 � ,_�:�4 1- i I HEAD F t ASHING TIE-IN INSTRUXTIONS' �1- I I [ - -0 E 0 1 I� . i -4 1 - - I *1 Jldrf in E z - I � - � " ,_ 4L, �', 1 2 ,,,"""" - , I � �L 01SF � i - li , i - C 0 I no bu I I _�_ 1# f art or other approve I welter�resistive arrier material shall be continuous to the top of wails and terminated at penetrations a - 1. Cut rod up �& lemporarliv 5eCute wealrier __� % _r - �__ F rhi J I P i - �� � I - - � i E 1 '5 R _10 - � ',�� � , -- 1 �� - 1 r-Ftivelopic a- b ­ ll� , 0- \ / - , es, in a manw - 9- I _2�r - , � . 1:1) 1 1 - r ; I i . to meet the requirements of the exterior w at descri ed �n Section RMA ' .- (0 . a i �,, ',, �1 I . - Co CL : THESE DETAILS ARE GENERIC AND 1� msistw Wr6erawwe neWer to allow TOT __� ,�', : � � - -C- M 42 4-A AwshiN lnTitarlahon -1", , ,�> _E ` a ! � 9 . _! -- _�n - Cn . IT.-O -SI-10liN' GENE- nAL 71 ___ �_ � fl �, I �__ I - i � - < MEAN'T A � [��,`_'-1, V . i __ .Sl-iINO I 2. 5elf-awwreO naliffing plus 11coo W5111N w1av, - - F - . - � � � li � 7 -, rl Water -resistive ba-roeirs Water-res'stive barrilifl-5 shall. be installed as required in Section R703-2 and, where applied over wood-hasod I - L J, - - � 1 � l I E ii - � I � - R 0 _3 - 7 � 3 I - i vl�` _Lll� � - , � E - � I - liilmei FeVITN". " E - r �L . I I li ___ - 3 1 � I � VJ,@' barJrj0f'wJJh a C i . 1 AND WATERPROOF! NG M ETHODS TO I barner (11" . i 1 4 � � sheathing, Sf`1311 �fte_`LrLlde a watrer-re-sistivel vapor-permoat Pedorrr�ailicla at loast @quwalent to two layers of Orad-_- 0 papof� The : - I �­ 11>­ 1, .- r­._­.A_..__­­M - ------ M­­�l I % i 9 3, Fold vmaiher resisvile-bardep Sack owirl-w-So. J It. 1� 1�� 4- ,lr� --j- l__ I � � ... ... '" _ LM - it - , t 2 1 $ I � '_" In 'led incepen-l-Wit- y so- that eac-ti 1 r provides a separate continwaus plane and any flashing (installed in 8 E U S E: D � �� - - � r T 2 1 1 �_ A Wit] al - - - laly's I �W[El - _45081mthtapp "I �_ - -­ I G iduall layers shall be instal I Ch I m = -_ I = ___ - L layers- - ­ - - � __ __ - --.I--,--- ­ . ___ . ­ ­­­­­­ � � __ - � .___ - ___ __ accordance vvith Section R703A) intended to drainto the water -resistive barrier is c1trectedbetweern the ,,, 1 s 1! - Scallll�� NT I - M , IE SELF -ADHERED FLASHING W V--% 0 -A : SIRI-F-AP-1HEREED FILA-S-HINIG i-SELF-ADHERED FLASHING, z__ i I .1 I I ___ - __ __ - - - FLANGED WfND(-)W - - - Exception: Where the water-rosistele barner that is ed sheathing has a vvater resistance Ai L/ L ' I Mil -I � I i �­ � . 1 - - ECT ON A POTSHEI F C""Al"EY SHOO! DER �F " . LASLING rNS-3TALLATION MPTER WF-ATHER RESIS`nvc� DARRIERL, r FXTERIOR DOOR WITH DE�,,K - S, I R WPO2 CEMT. FINISH SIL: WPO3 equal To or grPater than that of 60-Minute Grade D papl;�r and is separated from the stucco by an intervening, - ___ - - __ - ­011110 � I -, L6A__17_i_ substa nflally nonwater- absorcing to yer of designed drainage space . � i I - R $�"FrAT ��,,C - -,- I 6f '�%N �IF �­ 1 .tr ­-­ j ASPHALT - I - ____ - __ - _>� M"',1AJR­�ICAL'Y FAS P1UP191ZRi7_S0 - ' % : v?wi�-�w� 7 i -;_ j ,,_ I -_ Ciot-PHOR -41 lEATi-A&G - -, ".., . � ) At '� t ,11 NIL-H)ED I14 CIIXVIIIIIEP`� ASPHALT ADHESIVE A r) i I F, S hfF .. _ I 3�14`�V'Flr�iIII, 0�:'C(�IN,1,4,1`;R '�1_1�7 ,�4------ IN!S I ALL SL�!, �: �k!E!4 flil: Fl�,L 11, - �1 -, - � a - ", " 'II10 D[ IlI��,F,I� irILD �,I"I[�,r"I�I,, / __ ___� 1HRl:)Ui.AHSELF-AcKERED �� � 13 -a ing. Approved I - - " �., _,__ � �� I - I ! - L � -adhered membranes an I mechanically attached flexible flas' ingshall be applied 1 '�r " i ADnESIVE r I 11 - � - i - -ASNNI !JLT,A��u� " H R 2 A FI sh a I - � - - -_,, " k 10'0 i .0 , metal flashing, v nyl flashing, self �h F, - I l ltL�Ij ,� �� r" I - - _zrf � E .� - , , �j I,1(,� - , ,C,�Q �krg i��,! I - _W2- M�W a `,­,.� . '1� I,"', FLA,- HIN'l", i � ­ � TIIRF'S - - I�L��, ,,rr � , G, "'k i �3 .� � rs-- _ 1AS ING-----,�� � � i L__ � = ,,r 4 11 WN 11�, ' - - I � � � � �', i'l VVVIg ��[!y,��, I Z, I ing shall be corrosion: resistant, Fluid-ap,plied me: branes - Lll . - - " I 1 � �%i 1� l­- SEE F-AU111FRED rl -fashion or in accordance with the manufacturers InSITTICtions. Irletal has R-POSTEFI ­­­'r r5p�,�, ... . .... ", i � 1, - l . _, . Z Y - _!r,'?�E / -,A , ,j shingle III ,in � \ -NA $4� - �a�' ! UI I JANAI: 6", I,Ar'�`,L I .... PUL)II) NNL V31,11,1,4, � - - - �,,� -_ ­1_ �e � . -- � - -sea . r - �­ � ��4��_ I I L I "" � J, �,' I ­ L', � t M AS flashing shall be applied Iff HeDorljarwe witti then'18114LIfaicturer's instructions. All flashng shall be applied ru a manner to proven'& the - ---r -11, ­ , I � f � : Z_ -47t-1 � - _-__ 2. It I /1111 I i �, - _� " 12'rill L dF'OU'LK, -,,,, C N40 - AIIAIX)NRY M 0cp rr 1��P - '11, �* I 'I'll, I r-A Y4A . ... ATH,DPRI'00 (� I I , V ,� _� LA _� - ­�r­ r; 1� '�l L` uR i �Jll il 10NI-k ), I �, I - �_ I " -11, � � L - - -, - - . - � E - � , - � -- j - . -r, i I I � ll __---,��,�r�_,4�I, �, t 1`11 i , " , E - -- ScOnVIS E - . - Of wild r Into the wall cavity or penetration of water to the bi ilding strul tural framing components, � -- I � � I -CHNIC �. I _ r . LAIREME I - I , _ \ \ ­1�11 --- ­­­­ 1 R I Cr I I � -F _,�rr 1, 111A 5W - , ,r�, i� ir I - `%1* - - � a 1=1 I � A'! CM IGH0.14"W __ " I � ;§', 2 , 11N�7s, "I i- , � rA I entlry - te I u C \ I �O!, �� � � %,,,,y�� �� � �, "I, : ] � --- ___r_ D _R I ,� � 1, ,�__­ �t I, - I li.­'_ __ - __ . `_ I Cvl`,&0N1:[S�0JT`l1 q�,, .Y". W,�,, ��t,1010`1 � , -_ -_ � - -._ i VIVI14DI'M I . I ;� 11-� - .�, . -1 RELC-Ac- -Apr F I � , "I , i I I - , All __ Itto%�� V, . . .... , " I �. ___ --- ­ � Self-adt-tered membranes used as flashing shall comply livitb AANIA 711 � All exterior fenestration products shall be sebled at the juncture. with -,, � -I,r - 1 F�*t . �Z � I � _ ,,�, � - __ . - '­�_­, � ."11 - F AS TFor= R I-Q ,,,,,r ,L)r _ __ � �_ . �� __�_ 1­L , 6 ,_ ""� ,, - I - � . j � I J� - - I -_ - It A-. , I I �Q� --- , � _1 � S %It C920 Class 25 Grade N' I I - - �, , I �, - � � � the building wall vAth a sealant complying with AAMA 800 or A "T , or great ,ff !or proper jo nt- expans' on ,and - ­ - -----x -T --- _-- , �_�7�_ 1 4 ­­­'- LL � - I I ":� ­ �i 01 C � CN4, I QNJX[!tIL ,�Q'Okt, I I 11 \ , �11 i � ,, 1, � ;YLLF ,40HUMV F000010 . .. .. . . - � ­­'�,, i i 'lI­ tit--,��;-Ai)H�'f4��l)���411"l���f'"�V,�I ,�, 11 i ii,�:!:r,:''::!,Flw�t�-�����l�!!'Il�,�:��!��X��l'.�L,r,r - I � " ,,,�*, Ir, I l fir , - ,� " N ,­ I I P ,� F qh',qII i ! i � � ,_ 4 RN � i 4. 'Ir, It ", I � A L)F1 CL40 A N. "14 ... A,�.111,�: I r, I", :! �9� ­r"I . -1781 F . . ; ;1�i cN�"""r r-LA5 '�� .1 , [ r - - St. " standard as appropriate Tor the type of S�ealant, Fluid -applied MOM a OS use s 4 5 i$," V ANT 114" I � � , : 'i( WINDOlk" BIt K TO )'IQ" , - '\ I 1, z :1 action, ASTMC4 7 A -AMA 81 2 or other appr vec ,� :. - MAN"i AT / A? . t" r__�,�,,,,`� _12 -1- - 11 4k6, ���I�tI I� I cont- br n Cl a ? r I., � .- 11 Y� �_ i "", . ,,- "'Zot, � VHU It W l Y f W)III! 3E "Sl I'F­ ' " ' �`��­­�-;" =Fe %��,,' �� - �,,� :" I- i I : I)LITSIDE EN OF fk � , " " "ik, I FIZ411_1,1-11t, - � I i I � 4 - - - I I - , I . _, �, 1. -1 - � 0-1 i 0 - -f sentry; in ex banal, wal s s hall examoN, with AANAIA 714- The flas-sbing shall exienid to =the so - the exterior wall finish, Approved it hi P , ' . � , , 11 - IN, EX)i � �� � li I I - drace of as has " - - _. - , _ � LL - 1: " _,�, "'I .1 / ,,, � - . -_ � , t :� � ; �APj��,� -,' ;A­�, I / ,'. - . - 'L . lr",� . _� � / MASOWY e�� "': - \'I, �� '�� � � V.11TK"plM ,;C� , :, - "p, - f - - ­ , Ns. � INNI - '��:,Q A_ - : 7 - ,�.!��Q - r ,,- , _ . � __ - ,CIFR� 1,,�, " I ,% % " _j4.R',�'HM�LI I - § i L i ' - - � �� I 1, "I 2 -- locations a "N' � ��l' 1, -I � - � i, '� I L, 14' 0- ,�1�7 _?7�2� 4 '­-_;��,g�, "N ­_�--- - ,� I I i � � " ", shall be insta lied at the mile-winq 1 ,-2)SEALANT i(INT � � i '4,,� , � �. e I , I ,I1 .090b,qt�ll , � � 11 F-, / � 5) SF"M AN! 111 Om � ,,,V@I�11 F �tgfp%, I � �,,. ,,�LV_A �. �� � - �­ , I INSHILIN' f IN"Ar or, � '­,��,',' , 1_1� � i - I a ,r i 1,� &,�, � - I ,--! �, ; � VVINDOL"'Iti rRAILIF X I � - f 1, . I r ,g 1% - : � i I . �� 4�� :r'��, ,�,�:�I L �' I I, -I.q I , , le I, . ; I - ��,_ i r R �,,Z_..._, 1�,,,, I 14 , MN i%,�,�,7�, � - I � , I �,­,-Szf rMr ; --,-- - i - , - :: � �., �� , " "'. , I I SI 1, 4�, - ,4� - , , 11 , "', r "' 0 ; 0""" . '�' AC$4088 W1N OVY10 BLIV K , L I? el WINVICOIN RUCK Xlii?,11[ri I """' "-�� <1 _. . ,��,� I IN , S'�'rC-KW,-A�F�f�'i�:DE�A'�'Ll-,PO2 N ! .1 ­� �Al , � \1, 7 `V" , ��, , -�, I I ; ff . T k�� l4, -, �, I - � K .ngs, Flashing - %� " � " " . "I 11�.rl_,_ 1�'.111-11_ ,� \, I , "," , "�,,:;�. ,,, _< " , -a-- aich I mir R : \, k, , " """"""'""' o, k, F?,&- l , - , �, � 1 � 1 .Extericir wind -i and door open � at exterior win 1 OF anddoor ope ngs. chat extend to the surface of the exterior wall - II Hkrg'Lirl"'I' FRAME ,,I., -_ �.," , I I '. -, .�� - _-I'L , I . � - III , , - , AND i X'I U ND T Q) 11 " L, - - , . ;Am-, , I--,' , IL ��__ i r, � _:,;,�� - � - ­" �� I I 1 / " ! - 1; 111, N , �r��,�, -, ,,,,r' ," , I � , , . �, - 'I-, - �_ E � " n: sh or to the water -resistive barrier complyin withr Section 703,.2 for subseq = itached flexible flashings I I _ I J � -'r _� ? Fir F� -1 �.�� ... .... J ,,, � � 1� � , __', i 4 I 9 I I f "e" '& , -) � � �,I, 'N'- , -1, �, � ` F IA(�l iF I i �,4 J'� L, �l� IN - �i , ("Inny ­, - - �� _� :, tN".--t, i j� �� .1 1 ', ��,,,-II �'; '-f-5 !� 'r, � , mTl-v,F '110 RK 144, - _11 �­ - '1� � luent drainage. Mechanical y a, - I . � E I �.. � I 1-1, I,I ti. - - - ��' "/,?,-, � -� 'I, ,,, � __` %i,:�� _­ JI core - --lA 712. Flashing at. exterior window one'= door Openings shall be installed in accordance w one or more of the - __Trr It - _,r� - _F _�_ X : ,�", �, . . N --I 1 , I I Z�� , - .1 o P A . V ,,� , "' � - ,'I W , ""' , -, ,,O� " - I WS 11 �"" --, - "� �� , 111, i , �,' , � I � - MIN I ­ 0, �� z,,\,_, .,dw�,i IiII ee t" r ( _,�, " �' � I .11 , ���� ' 5ha ply AAlyt- ith 6) I U311 1: 1) ,%-Al A14 I .77- - 8EM1tP0At;!r1ql 9� -_0Z!%*_,F � �,` I ,,rr< J J � ,�,' ,� 1�1 I i �1_1 ­L. I I -,- 07 R X 41 __� _", - ,,, , , �_A -,- �, 1­1 �2 - I wAn rimwivito I - - - -1 � f 0 I i o w ii In 9 � -__ ]F�_ -,.,, �[­­% _­_ I I , L ­ 11 F ­,,� r � ­� R', �f.` - - ` ,�­ <- _� - - - �� . __� : "I 11 . i . ... 1, ; __�` " �r ,I - ,� 1:1�4,, ,,, 1-1 J! ,,,.",�', "I � , � � , , , � , ­ � I ANn wulxvv�,,-�" ­�.�,m,,�,&,II411 '�`�,. I �5 " - - , - C.DVICOir __ / 11"­ __ Ar'' - - � - " , �"", "'�',11` �,, .5 � 11 I ­ In manufacturer's installation and flashing instruction,;, or for applications :not addressed in the fenestration I tE ­­­ .- -��Fl� ir , ­ -L1 IL , , , !I The Iferiestratiloi 0, 11!i , � __ I $F1 GJjRHFRFI') Ft AK fl.N.4 -- -- ' - FRM� - L_ � - � _ ", ,,, 11 / - L o,_ 1� �F __ � I , . _-L'- L �­-­­­ 3) 8FLALAN 1 'ININDMY FRAIME - - If _r< 1��, - , _ �� ­ NAUNGRANSe ,,­-�, I 11 -.,,, - llk�l � 1�'­_ I L � I �r�k�la . . . . . � - pi,iiltm -, -­ 1 - i �_ f�� 1 It IV � � �, �:::, � - ,'I- � I turer's Instructio: s, i,n accordance with the flashl manufacturer's instructions- itillhere flashing instructions or details are I - W1140044! U 1AX ALL 1' mir 1IYI;t,Y / ��­- 1:: - I'll ( 1 J I,,��' � 1 4 "I manufac' I ; __ - I � I � - - 11 �_� _�h,� - ­­ notprovided, pan flashing shall be installedat the. sill of exterior windov anti vpenings, Pan flashing shall be sealed or WOUN11 lNCLUDW,Y:Ll,L """"',".1, I ��l";;::![ ,e ­_1 il Q (_J_"1L __ _�_ "­ : - 6 _' - k i - door to 11 Dr "r F, " �2i) '-,'kri,,A� TOPS OF ,104STS -----J ,�,, I / - ­_­ � - J slope d in :such a manner as to direct water to the surface of the exterior wall finish or to the water resistive: affier fof subsequent .J No, ASH OVE F - -- � 11 :>_� 1 h - . F-A � ,� �,,; _� I � , - � ... it � Em TOM NANLWC II " UNIM-f� OLUKINci � __1 �",o _. - di,rainag '9 P I ____'__._. ..... _/ rg , " 2 ,� - - 'Le. Openings ustri an flashing shall Incorporate flashing at protection at the head and Sides, FIA,NNE, �, �_, ) (SEE DETAUV"7) , / ,�_ ��__ - - ", �__F� --- - i �� � - __ . F_._ I ____...,._.________.. ­1­__1_­__ Ill" , ­__­ ..... . ­ - - ----- ____ _� Lr­., :_­.­, "F, , .A, :, '', , , ": ", 1­ , '­ , , I I . I I ­r - � �­ - AV2 1 -2,_ In accordance with the flashing design ormethod of a registered design protesmonal. SCII-' OELOEi CMU [INSTALLATION 6 POINT BUCK AND SELF -ADHERED f-LAS'HING � . I 3 1 3 In accordancewith other apprn,vpd rytathride; , - n i SELF -ADHERED FLASHING: SELF -ADHERED FLASHING 1_0 1 4 In accordance with FMA/AAMA 100, FMA/ AAMA "LIDO, FMA11AIDIVIA, -150. FIVIA.; WDMA 300 or FMAiAAMAJ`WDMA 400. ! - - L - I i - N`IESTRATION INSTALLATION AND INTERMCLE HALF ROUND WINDOW U ; FXITERIOR F)FOOR W`ITH OECK INSIDE CORNER r FE: W'P " 4 � WPO5 W"'06 2 �_ � I - --At the intersection of chimneys or other rnaso,,iry construction with trarnee or stucco wails, with projecting lips on both sides under I - � i S cc civolings, I � - - � L*-­­rG11aUf'IdI--*­­ lj-:3.Under and at the ends of rriasonry,, wood or rrelail copin95 anid sills, E OCT 2 8 Po�� . /I-.%- . . � ; . - -ting wood trirn. - . ­____ I "" I 4.4-Continuously above all projec � --- -11" :�4Il__ 1 1=1R _­X:_,Ii� 1� I -IF "THIP46i I - __ 5 5 = are exterior porches, decks or stairs attach to a wall or floor assembly of wood-frarne construction, --------"I ___ !F�r4� � i __'�I` ,-I- I � - � ,.,,* - �: _= ­ _=!�� - ��.:-!t - , " �' --- t - � - � � - - - � ­ , R � -, - . �� --- - - - __ ____-­­­� -_;A! E ."L__F­ � __ - 11 11 I �� , - � - - - - � - ___ __ Z� rr - �� �11 - __ - _­­­�� - ��, - -___ - - . - - .- - "I'll ,� -__ - - �n - ___ ­_ - : uk�-_ � - �n - _- --- �_ - --- 6 TO .At wall arid roof intersectmns, - t- ��==�­�, ­ ... I 7� � "Il, -I r" � I U-, _ E - - � - � I � - - . ­; � "I - - � ­ 11 � - - - . 111111111111� _',�, � E � - 1� P1 __ tz- - � IL � " I - __ � - ___ __ __ �_ � I ", "I'll ',�� - r I I - ans Review - � - - - ___ ____ ____ __ __ �, ," , --- � I\ ,". - 7 7 At bu'lt-.-n auttiars- Vir""l vi8wAssist , / - - - _ - __ __ �� I � � - _ _­ 'r Ll� ��,;;?vo­ Fl� IA 1�ej I - __ __ ___ - - __ __ - - ___ I " � � - a v vrl­ I te an' ­ - �_ - - � ,,", � � ,, it!�, i I wW T OoH - for in ___ � Lf,,=NI�­­ - - ____ ___ �_ ______ - - - I _�__ %r I - _�, . . . . . � 11 �,, c wit a ­ ­1­ --- !:� � � � __ I I � I " ----L, ­­ - ;�� I I � � - i __ I- I 1 d ,,, L E - - - i - __ "?, � - i ,� ­'. , - 0 1, f , , __ ��M� � i I f � , -4-- i __ - - - - - - - - __ � a - � 2 - %M Sit L AM) H FAI't [W �` A9 ._� 11� Z71- �// _1/ _/ �/ - - L i - " L� _­1 - Q by Debr8 A e 0 6C ppr ­' � - I � - � i - � 11, , 7th I �pPPnVrFrin-iiF=ATl4N(1 -_ - - - - � - I SF � F �An'r IF RPOt F I ASi 0W73 ­-d, I _­ - - � __ ;'� I t Edition - J - - �,- ,,,- 11 _� 1� �� i __ - � - 1_1_ . .... __� -_ hr., r 2399 __ � ,/ I 1 __ �_ - .�,�,,�,,�,�'ll'',�,��'ll,�Ll- =�I" -M APFNOVED HOLESEMAP ­ ­�11 ­ .� ­ I � / /` I/ � t � I THESE DETAILS ARE GENERIC AND MIEANT TO SHOW GENERAL ­ - � - 11 : I i �1_r ­"., - __ , ".. I I i - __ .3'�r­ � _� � .'-' - - - - _­ / I - - 1�1 i PAT0 f i 11 11,_ � " � "71 a, _ ­ � '__� � z­ - , � �!!" ,-�"T'--�L�C7�ALATti'n,'Lv'�N'TRACiK2.:�1--- -1- r - I /, [�z \t r i 11, , <­­J ­ - - - --­ b'j- ­_­_­1_ - - , S, _ / . 1`1�i , .7211 � � La�___ - __Z�. Iz=a4A ) Rx�co -&,I'- ­_ __�' � �� I � . FLASHING AND WATERPROOFING METHODS TO BE USED. L I __ ____ S ­ ". � f ,,� . __ . - I el - � ,r - - ,I�F�4'CVL,�,lf--N'�'r-li�.:,"�",,'I ER --- ­ - -­� .. �:� "I I � . � E , � - -1 - i r - � L E - - r � � I . ­ o5i I- - " - '_.,j�l ­­_ . � __ - - IL-_,,,, r \ ,� - -1. � - , 4 ; 1_� I // � F, z R 'Z -I. ! S'l ^ t � - - - I , I 'Y� � �S _<�e � / - � 4 I = A i �! 1 7 � -,�, - _ ___ - � �­, - . "I - � - - 1­­ ­_­ ... I—- �, , �rj - > - ","_ � [ N / I'll �� .1 _. il,� / ; E - . le ..J I .- � I - , s� - - Llli,., = I r_ I - ­­ " : A ,­,r� 1) I" ii ­ - �,_r�: __ � � f �_ _� � ,�. � - , : .&� $N�r � i , I � j:� , � �, r, - Ir ; � � "I - - - - E lk! � 1 I - i r� �, 4 � - �� - �� _ "I'll", - - � � � . - "I i - l'"i - - - � � - - E - I - � . - � - - - ,,,, ,� "� I � - __ I '_'I"� - - ,r - = r 3 , - - I , � � i - - - � E 1 L� !_ - � 4 , I '!,� . . . . . . "� �� � _- L I � i� WLF�__ - � 9 ,= . �=F,,­ - � z�_ �_ - M � 1 � � __ - I ­ I - I � � 4 46 - � _�.. - _­ __ I - - I I __ � 1� . � r I I � I �! 4 " - _-r � I �1� �ST - � �! ! � I, �,�J _ L D I It! . I i P : - .. 11 i L �, i , - . '_ -r-_ - TOOLED A�L"�'Pic-'Alr�D,l�;l�'LI,J:l�AJ�41 il J 1� I '0', ___ - __L �_. I = . ,­� - - _ �_ � . � I � = - - - = - - F. � 7- S I NG L E � ," ['­--YVC1Q0 BEANI = 11"� . I ,�_ -, i i ,11� I d i- � / - ) __ i � I �r M r,-__­-­­_­­ 718"CWngnuplaster ­V` SEAIANT SOC Ki ` � VY I� I 'I I, � D 1 � I id, \ 2 11 '­­­/ : I : 1. - i _� � I � � " pI ,�,,� --Irl-,, ------- r­UUV,1".JWl1Ut�, Waill -�, a " - na"-fal,plance W It, � I i - � . I - - . � ff " ___ � . I -,",," in accordance with - - � i - -Z A 5 � ­ � ON . c L�;��LlWl_ ''I I 'S I , ,� I L, I ,� , - 1, 9 I - , � � I ANA: I �f i � 59 � i BE -LOW I K .�71k_ , �,,,,, "', � �I,1_ ­ , � r __ __ - _� �� L_ -_ r - - [ 1 Irr, � � I L "' , I I �/ % - - - �, . 11 1��, ASTMC926 - -I' . -i , ­ -I r - A -iERPE- F ASHING = I - __ �r - - - __ - - - I �,'��T I,� " i ­ � i,:, - I.- _1 - I- I - �_r __ ' -, \� - ___­­ � . l__ -1 F . � - 7r,71-i- i __ 'Juvr ill, "'�, S LF O � - - ,AS I'MC926 A. 11 Jr"' - - � t. 41'1�",]Adrr 'A 11 .111 � ,,, ___ F A , - � I - 1-1 - 4 __.... ____1 I � "" , �_ - /\ r 1� __ - - - trr� 11 � ���,,L,., � __ - I 1,1� .1 1� ; / __ I �­K,. - - Felt back ,if Toetal ,." ,111� , , ,,, � J � � � I �r , - I , \ "_ I "I'll L � 'o, L__ - �__ i 1, - �, , J 1�1 , , , ___ ­t­ _1 �, � I - __ % \ , "I',"", �� - i - I f _r .1 - 11) /11, � 11 r . 1_-e,� I � = """, . .,,,�', , � _� = - - " - , 0 . - . 1�1 / "e,r w � , - � , ��� - �r,�:, �: L " , I the in accordance Felt backed nipetal = 3 N1,04-- ;- r 1� . �' "Z-11 - -1 _><� Fr . A -, . ,I, __ --- 1 '1063 1 1 01 I : ,,,,, " " � \ I - - P.-IM. with AST!ii[r. � , I I I- 4`-FLIZ-ATMEPED 1­­ 1-r-E'LF-A D f ir-RE'Di .- - - -11, - �-_Y%N�--F� ____ X 1� , I, Whe in accordance I � -, - I _ - __ __ � 4+ ,I I .��-_. � � , , : , o ` . I __ I � ­ - , , 1, , 11�0'� F, 9 - � ­R:t?FRi � - -1 � , �u, . ol . L" �, II, 'with ASTM1 063 F I J ING F i �= - - - ­ % \ . - iii � irAral I - =_ - L�l - _%, 1�� L, _ _ �,,� I 'Ii ­­ Budding Papef / I . . .",_" = 'I 'I,, r , r o � 11-1 I � : -1 A!� - . � l% 1� 11� Il,",,' 'r _ L ." I� ,_ - - _­� - � .11 11 1,00, "', � �� , , - __ - - - '. _` ",:f L"' I �,_,. F - _' 11�1 .._ - - - , 4 ! � � - I �,jr � ­ - , �,,�,��.������,.�,��,�."..'�.�'ll'"'I'll""I.Ill"'ll""I'l�,,�ll,�ll,.",,,�'...",& ... � ..... . ,A ... dN,­­-­-- building Papet - I , I I - , � ..... __ - __ - - - - ___ : T . , VI I I .-...-,, "I" 1 ( B � -1 I,_ - I - I I � 0 I'll, ,e ..... . __. ____ ____ -��,�..��,.---.�����.�������������.���-��--.����,�", ,________ ­­­­ - ___ ­­­_ ­."......, . ____ _,___._____ - - "L L ' � � '' ,, - i" O�S�; IF - 3 1 , � I 1� L . � � - -'e- ­ 9 __ � , - - - J - __ : i Y ­_ �­ . - I - e 71116" O.S.6� I Sheathing -I, , � , 11 r " � , . - - "I ­­­7 � r ��--<�rr7r�:A­ - _- ? ., -.1 �., I , r __ - . - r 0, ,% i - , � v'� "'Ir R I ", shanthinn ; ,D F � 1-i 11 �11, I - -%� \\jr� � -'r,­ Metal � , L " ' - - � , , - �D � 4 1 . i _,,4,"��. ��� � sl",�_ - "I � - - S-C-Si 06 02 WINDOVV FIN lNTF:,RFAC,F VVI'Fl I SELF -A: HERE: FLASHING i SELF -ADHERED FLASHING FOUNDATION! WEEP SC,REED 11 ,�, - �-,'. - �� � , � .... ___ 14", . ,1;;�� I , � W i , 1- -_ � > �l EXTRUDED SHOULDER DECK JOIST ,I W`07 � OUMDECORN,ER WF"' 0 8 WPO9 ��� 1-1-11c "" I � - =�_ R_ = llllll� �. ­77, ­', % �_ - �rrr �_ - ; _ - - :::: \�:�::�a --- S� % w,r ', r ,,, - F__� r I � i 1i � ­_%'r�,� � ,!' F[ashiing � r : -1- 1' A 'N�, �, ,I, - I I �_,_�, 1 ------- __ �� 11 I I 1� - - - 1" \,- . E I I i N I 111111111111111�111111' I _", ­� I __ 'I,- ___ ___ _ I- _- ,7�' r , ­, - , , I 1:r ___ - : L _7fr_,,,_,.,__,_ _... Wee��),,Scfeod � I �, I L lr� . _� A \:-"�:�_��:::� � �-�� -� \ T r �__ I I - %Kki� % - r � , .1 _ � __ � E - A � 4 1, - - - __11 -r- .V - � _� _. - - __ ­ ,� = 4netalled As Pei, I r_ - __ . � rl. �� rf / - I i - - - - __ - 1:1 � 4 ' I � 1XI , ­­T­­ " I i � , ! I � - =9�� = X_ I r - I! �-- - ­­�� 1, � - ­1_ � � I \ � . - t %.. - r - \ \, - ­r z � II I I . E. � i F � �\ - IL - � � - - I � - , �r T,- , I - � , - a - -`_ ,�, 4 44% 2x FRAMEVVALL,-_, 11 I A ,I-- � . 'L 1111"� L',', 1'1'1��-�F�F�r�, ��_ ­,__.� rvl,, nufrict S-pom - � 4 I I / : i "r­­­., , , - I . ! "I i I- Iff 0 'I � - lr­_­(�_ �__ I � I � I / �� I 11 _,' t . I - ''I 11 � �lr �_ % ��­ - y"I""', I'L­ 1�1/ in I - . orr ,� - ­U E 1 - _­ - - r, - I � � i - ­ I � f � - ­ . � � � L I I -1 1I.- \ -� L � ; . X "`.­,.dc�_,�,.,____ - 0 _ """' H E R E "'I F LAq"`H I & t G : ___ -fl ( 1,-,-,�L�,"�,,��,--�����,���,�����l���Ill�l���. LEGEND "I'l . > '- Mairflai 11"11"S "ELFAU U zi I 4 A f"' . ` F � � F I � , = �11 . Stamvede -or similar %Amf ­­__,� - �_ ,� 11�1111­; 1� � �;;� I - ; I (V --.--__4 ---- 7- I il , // I I', , - � I I ­1 1\11 - 2 F - � � �� 1 . r;3. , LT ,� ___,_ = - � - Ir .� SELFAVII -i���.��)1-1,;d,"��:��,t��,,4q."�,�SAI:-'I -,-- ---- �� , 1;r��_ rn of I r___J U I I r_% I � - ] � ., I I -",-,-.I'-- - \z " � ­ � L r_-FINISH­--- - ... fr 810110 V-, i ,�-­ V caulk bottom P r",%'"k D U C S DETA ILS TILE � � . � --- , I __ 1, ( - � ­�" �. � -RAIR, TP ,�'�2!Q!';nP!I,�kFAT�-ij'P�Rl'�'-�:,KI'ANr - - `_ . - -11 � _ .4 U � i 11 I � � ­-______ 4 \ ,_--, 'r-""r E_­ '�,_ '­ T, N3 ­ I -ee - - I - - ­"k, in int rinh, W . j I � �,,,, :, � �" . i i � C __ � ,,, 011 . i < i . �1 1" , ..�r Weep S- % Ld I - � __ - - i . U-1 i . 2 Ir /1, , , 1� fSARRIFA IVY85) ----- ­ ­­­ - i __ �, ; =�,,, � ,,,L- - . I � " . _,_ �L L ER � P;�STWI RARRiV - __ � � __ ",e,�, """ - _ i - ,"I" ��I� " t 4 k r � N 0 8 W � M VZFF A 1 1 = i - 2.1- I 1 1/2" to 2" I = _�' ­;ll i i- i i I ) �i I - NM= IN A ' WF- \­­­­ We -P i U) I "L � r - T -1 _� - � ,I � � 1. �3;, . . . rv_7�cl � J_ Aft i - � � . ------- . , -I' e-P set eled E e �? - am I-_- - ir-A m A, -, 7�_, F o� I - I 1 �! r nRwG,sr)I.AT1i - ___1\X_11,/1`r1,,1_ I Above Roof �! -- - '� I VVATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" r)J ROCK - .... . . ­­­---_-_,, i �� I � I- 1 _� 1 ia J�L - - __ - r _$M E �, I %ii " - __ -___ ! > - __ = I <_1 � � A, - - c r ----- i I ___�__­ � � s i . - f - -V-1 � 11 i.� ,�i�­_E­7 _11_­­"",­­­ � 'Installed As Per i �_�_ - � e i � I '911ealhing 1", � PER THE FBC RESIDENTIAL 7TH EDITION (210�20) ___ I M - __ :I-= . . CASORY ­­­ � - __ - E . � - � � I - _. i E p � F _ili_ - - _E 8', PLYMJCCO, VjEroiGuo - .-- a.- �__ < __ I I - � .1 FC& z7 1 -1 ­­.- - - I ­­_� I ,l k __ -1 g 1_. = i I -1 _--i- - _AM rr, I h��,i � ? � wa ,,I;�I _z , � _.� __ - Marlufact� 5Vm,qc,.,"- : 2 1� I / - i [ �-�,.�.,�"-r.���.,�"".---��--.�..���.-.-.....------.--�.-...�� . . ..... � . ........ I ____ M I I � ,: i __ __ - � I I _­ --- J# . ; = 1_ � ,--" - ___1 � F I Air , _ _ :;F � T _f It I - le�;� ", I I - , , V-4" PER PLAN I )�- / __ 4 - - 4 - _ :, .I i - 1 4 _­1 - 11 I , > - I - J . 11 I , Detail Instructions . � I I � - /' , �j­ ­ 'WF(AI'> ,f),f) 1411 Wi C)IN'Till k 0) I � - %: - - i � . �' I ,Rltilll� - - _� . I - I � - N . 11 __ - � "we ! �r I �\ _� E . -_ -- _­ �� 1 - � � -- M '\ `- 1/2" cerrilen tit: . !I � 1 *-O" PER I . - __ NiF _-L'I-I-11, - ­� Z_ = IOUs, 0 Refer to thp number marked as (�# l in each detail that corresporlds to the Olt - I/ 11 t . ,An- _ - �_ _­ H �� / "I 11 111Z/ '. .1 - --I I I I - Cernent Plaster - I - � I - / I rlurnlaiereJ iterns in the list of instructions below � I __ � I � / iI I S I WikC � 1 "-I TOP? OF, \ �_ 1-1 " L- I . Decorative FII�Tjsh L. , ; r ' � , / \, � I \ 11 1 ,,� LANUL fV5 Art A114 in accoalance, t I , - L I i \ I 1 � � -1l, I � � I , - - I, a 0111111111111111111111111lilll I � � 'T, � � t 9 L - 0. � � Ir %� � � i �� � i i f E ��IkL M-W I � - L N �, f _ -� A,,' I . I �--,�',� All inside and I L - ­�­. wiff 'J: M CA) 2 6 1 -V 9 i I M tt_ - i [� � 1, i E . - - % I 0. . - - , . SLOPE � - I � I __ -------, --- X W 11111111110 � , I - i &. E � - - - - �1 __ - . ," 11, "I � iL _-- � - � - E . �_' / - __ �2 1 i "I" ovell world 21nd 1, Install self -adhered flashing in order as shown by numbers 81, CM: I ___..111�­�­­­ I -.1- - - �w I � I,- �, il ` __1 F11- I � 2- INC H � I AFNGE - It- I - - 2,4 ,." outside oorner virlill .ao ' \ \ "', 'S" 's ", ", "r ­ . �,r;-- I 'I I - i I ng L -"-,- 1�� I � I P � " .1', �� \'L rl, � �L � � L'�� floor, i . 1.11�1 � N - -I,--, <L 2 � Install flashing and weather resistive barrier to form water sheddi .. __ . �, . ­­��­._'�_­�,­_-�� '%_ . 1, � ,I I ___, � ne I � "r, , -1, - �,N, , �,, ­­,� . �l �, 1�, 9 � .. � - I - i I I � - - - __ 1-1 . �;Al .... I _1 " - � . , -, _�, - - � --- � 4 `F 4" OR 811 CMU 1-­ r . - ,4 - � - ��1!141 �, , I �. I - � E � - - L - - I � cut and caulked all 0 - jF­ ". � --i � � ­ � ', � � 1, ;j I - ,��� 0 1 - - . � A�_! q . . _ 4�:L 'If �� L TPLx \ i7`i � - - '4�1 - -im to I 11 - __ IF. - - - � I �iL ,_ , - E - ', -adifered flashing can be substitutedfor build Ing paper I -PER SEA'l DEPTHl-- - 1= r� ­ �r/ -, ,rr\ /--, L "" i��-,, '/""�'-"; , ,d' ______ 9 pTUNAL -PAN'llin - �. f - - �� - E 72__<_�_ � I butt joints - ie laps r- - - __ -­ ­­1 I& ", I � I - & 7 J -1, A = F ,I, N ; � � � i ,-7 I- ­ j �, , I � E L E � �____ �� : 1 - - __�, - I tr� i - IN - 1 3, 5elf - . �. _ r z z , - , __'�""'­ � _ I _ l i , F I, 1� � __ I", , ' I ll , 4 __ = - � ­c - ­__ __4 - ' - < 11 . I I _­ � .. - � __ � - IL ­4 ­, I _��` 1� >1;1 - , , �� becaulked ustrig - 4, Split the release paper using the ripcot-d (Split release on derhand, I __ - - � ... ___ � "er _ ._J :5 :1 - - ______ - , 11 o 11 ,. ,r = � I / , t i��` 1 L,", r' zk�l I �� 0 - � - . � � � . . - ­_ �- __wL=2 � PUNG Nrr'E� PW !,�Lt , 14� , ;,� FILL VVITH GROUT' -�- - F , ri a_ 1 ��4 � �� " Jr, � �] k.) - - I : , t., / �I , 1 1L = v I � - , �_ rr k�=_ % LM�E 1 z� � = k �4!�� � Stainfie'ta or !ilm. �� - - 11, I , � I I L I- - - � _ , - I �� � - �1_ L ,� � , " __ � = embedded in the adhes ve tayer) - for case of installation and to - I I— ;'I 'L --rry " e"'4141, � � - __ I - .- I 4 ­tlz�' V­---f-_'IPlI!S l IAP IS A FqI��Il I,11I. Il (lF l,gq N�- 4ir A E E II __ --- � Pat lk for all _­71_,,� I - ,.�. - I � : , , __�, _'­ I � IL i - - _ - lik : L. - 1 'i r7escoring cr 1141 I � __ ' 4 . ' I ­ L - n NAIIIii I IlOkIL I:AlIWJji I H I �At �� E. - I t:� , '1�1`11 i 4�� 1- - ___ ___ _ 0: cc ii � F ': � "� -,:= -,- """ - ", 1 l"! OF SAIt . - � N, - . it ` F Lu W I I'LLAsTm s7f0f, __�� I --- - Mill F i \ 1, I, I I o- I I , ­1 IL __ rilinim ,its 11N i 7- _,4__,�,�, , I - - � r I \,;,r-, - . // 1111, ��, \ ,� ­ i t �,,P \ i - --- - 11, ) I i I � -Z � � __ - - - - - - ''I ff r, standard Installation instructions and r� _-, I - .,- - , -_ i- W . __ ­...", � 0101 twil 9 st AL � - `� , III L I - . � �­ I , - �1 r i�sr rk _� �, :!L ; , - _- wr�re _- � - __ _L � - - - - - ,44, __ � K� OF __ N_ WRU �, I I pe � f ­ - ", - ­ r4 __ � Attr 5 � � - - L 5. Remove all releasepaper 1 - I =_,�_ ", - - - - I 0 I \ a- � -N I lw"� KIN �A - � ' T - �, � I -­,�L­r �­ = W __ � __ ", I- .1 ,� j --- , i ­ I r / pleCe: of fla�Sfijjtg triatel Lial (61" X 6", , . :Iz� , -I- I � 4, 'll 1. 1- C) UJ I (' - rA - _� �, : �� 11 " T : _______J __ I", - - ,,, - I 11 _�=� � - 7- r ­1 n A - �, - j 1, - _- - I \ 1_�; --A� . :�; -,,, � I - 1� zy� �� Y � E - __ ; - adhere tosubstrate usirig a square I __ "', ...,.... A ,---"- � � U rif if!-' hPAi AIN! - - - t� K z�' � � 1 t-y­ i , :� I __ . - I ! I ,��_ 1__ I , - 4 4 - ­ I M . � - Ez, , -5 1% 1 VC, _­41C)NI) AIRFAK V4,11P 11r., N I . __ - (1) - - � � L E I . - - "I - fifinitnund SLOPSO MUD MD ""' i UJ A._,C -3,>..." _f '1_1� " �,:::: .... � ,� � ;,:�-_,-'l , 10111: I _; �) _L 1. i­_ , / I 11 - __ .. � ­ 1� Cn 1=.. � I ­� _'­_�'L!'��'�� . ;;-- . � � i . F - . � . __ - l!L Fold as "siowln 0-y arrows - IF I - �__J �1 1,114, It_, , � - ,,iilk I�,-�� i � i� I . . i- - - � ',�, . - 3 . - I - t 1� Ui " - __ - � , , � IFZ� - ____ - _­`_1 , �, L - __!, 1�� I 1'1�i�41 =IF - I 0 ­ L�, -__ I ,� �, 4 M - _� 1`F I 1-1 "I-, - 0 1 __ I_ � Er -_ - -0;, '\11 i - _:::::::� I = - , , i 1� - - -&5i-"- , - I ­ "�,',', Cz , - .:-- ; I r- T ­_ fL 0 . . - -_ - _____ � r__ I - . . ­_ : :3 - A - I - � � __ - - -- - F i - _1� 7� Angle of corner, inay vary, adjust folding of 'the flashing accordingly to � r _,_1 '4 / � z i i, , � , � U) f -- �, ­ __ - a f \ _N . i �_� __ � - __ 13l; t _ L_ I ') - 4 � � e� � ____ , ( i � i 'r. " : - r- ­ _ - - � , . 2 t . T � � . . �', ., - I ___ . - LF, 2 1 1 i 1 � - - - - .1 9 I I-, i ,,, �, - -E � �_ar _� - ­ - I T I I i - = I � I I __ P� - � I �­ - 9 - - �pf � 19�,r= � � _7I � ) - ­­__­_­__.1a I --�­­,.­f .1 ­ -- i - = fit tight to corrier IIIIIINYL SHOWER PAN-L "I f­q . I � cn i � I ----I :, .= A ' r­_ -T_ ----I; I - - - . 1�_ V f �_ ­ , _':--- r - I i �_­ --- - I - i ,,;I I (75 - I C - __ 1- I Note: 1. � I - - _1­ I I L ��,-�,H,..,�,._�-�--�--,-,,�7ft� ,� I I i �� - - - _� iy�`A, i 5 I . 1 r � ,4 1: __ - � __ - � - . . 'r ­ - i - __ __ - --' rrr� , I ___ I I I . . I� � - - i _4 __ __ - UJI - � - = r_r - - . - - - i - , �1_ - - � 1 The Duilding paperand metal lath must A. MechanieMly filsapri as netl:ps%ary I \ L-1 , � �_ I __:::��', � 'r , ---" -,, be kow- - - -1 - ­­� � __ .. __ _1 �; . -- 0, - -1 - � ��, I"',,,��,4'�","�'.'��,'�r'r" "� Alr�.�� T�_ I -. _1� i - - _r E , - _. - - � . - - I =Irr _. r ­­ E � ' - ", - _1� 1 'F 1_4 _� i 1 *'4 - - J_ __ ­ - I ___ � . - - - � 1� � - - - - - � - - ­ I : ._ __ - . 1P i -----4 - - - - _Z __ 5 - E, = T _ _ "i��" . _____ L 1--D �� - � . , , � !, - - I 'I _ Z�`& � I r- I sk OP� , v 1. ji- 'A 11 I _p� - -, A - I �__l . I ,f . i I.- "' �� � 4 . , E_� I E _ __ , - C f -me , I �,, - I �,v nstalled over the top of'the weep screed. I 11 N, _�__ - �_ - � _.� . - � � __ E - . 3' �s I i Plarster ", �, J',� '1111 �, � -_ A__ - � . I i ,� \� - ­M, 0- -1. I ; I 11 V.J � - , ---- � � �r )��& : :� jn,zz .Z7 1 _4 - � - ,1 in �, , I - .=:;;�7�. 1 � i _ � �. I I i:r� I __ _17:;_ I , ­­ ­ t l, - ='­ T, � _�I,s 7 1, ��_, 3 ; , I � , 1 " �11 " . 4C 1, i - 1 *1 �,,,� , ,,, el� - � �ell� ,,, - ___­_7­, -r& ", _�wwnmwij I el I I I � � ,,­` " '111111, 11 ,,, ?­­.1._­1...__ I 5 , z I . ____ - �_ - I'll , - . - __ .- I - . - / over block, ,,,, �­,� """, " , ___:�r� - A L 4 � L - ,- � � r. , 11 _ '...; __. r­_1_1 1_­1­­_1­__"­ . . I A r - - � ; � - ____ T r I �, c IN � WL<lul� SN�!�,E, k I�A.Q � I 11 "'IL , � _rr" - -1 �, : - r - , r . �, � f �,�_ - - - L__ - - � - 6 3�U i . - ,- �j I . 1� " �_ � __ ' ALAN' . rf_­ �� - i _ � __ I I 11 � � � . / 5 i � _. � _I:it ricer - _�_ �­ L � 1� I I � - � , 9 , I � , L_ I Z � � � -11 I "', I i i i i i ��r - . ,_­ � _4 " ; , "' 11 I � - - . - l=w:N_u-"i.1_nk F041iiFf i , , , ,., "I "', I "" I . A I I i - 4:EF_m_ I f__i I I ,, "I , �J L � - - I � �_. r __ 9 :I ,� ,, I 1 . - / i . , " �J : 4 . . . . . I . . I - . I �, _­ - " ,I < � 1 1 - . - , �� __ - - - - - - - - / i 4 � r - � �� i - - _J � T � ,,� � k, �� -1 =­ �_ � � I I i z 11 .- _.�=t. I , r I � - ""i _', ,1� " 0- 9 � I , I I _,,, . - - . I i 9-- � a � - V I I I - - _'�� .-,-,,-�-.�'.."---...--.-,�,��,,�..,.--�,�� � . . ­­ � ­ �� ­­­­ .. �. .. � _­­ � , � � , ­ � ­ - ­­­­ - _____ � - ___ __ ­ ­ - ­_­­ ­ ­ "-- -__ ­ ­­­ ­­_­ � ,­,_­_­_­ ­_ __._______,_ L __ 0��i �_ � _-� __ __ ____ --- ­��_ JL - - - � "I _�r 14/ le� L �� __ Id 'oo lg� , -<L , , Sr I 11' I I I I i i i __ i I I ; � ii I 0 - I I I I I � ILL ! I � - - : SHOWER SEAT :: �� - --- 1�1­',,,�, "I'll- .`1_­1 /�Fr�__ WEEP SCREED DETAIL SHEET NO, i zSQ F F I� -I A.; A-ifil TI LL VE R � ­��," P - �­ "�����'���'��''�'��'.'.'�-"�"�� ... �­­- r- __ __ �_ -, - � � - WP1 1 WP10 �1_ - - __ Jprrr�_ - N11,1'_._/ 1 SCAI . ... E� NOT TO SCAL,E P 1 a 00% W 0"* 11 - - __ __ __ - ____ - __ - I I 3 ­T__ - ___r_ I I I -1 I I I ;I I I - - ___ __ - -I - __ - - - - - - - - - __ __ - - - - ___ - - - - __ I - __ __ , ___ I I I : I I 11 ,. 11! ,' HL ' ' I � L P T Mi EU _,13Uffl_-_,d TlEi. T 1 -1 fli If T 2- � ' , A 4 LhA,l ,1�,, ,, _. I � 'AL j ____ - - ___T____1 I