Loading...
HomeMy WebLinkAbout6213 Back Forty LpABBREVIATIONS ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU -AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT -ALUMINUM THRESHOLD AS - 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 SIR - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQIN -SQUAREINCH 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 FOOTING CALL OUT - C = SEE FOOTING SCHEDULE = KEYNOTE CALL OUT �q = PRE -CAST LINTEL CALL OUT - SEE LENTEL SCHEDULE LG-2 LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF FOR , STEP DOWN STEP \\DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1<-ELEV NUMBEP. 4 A15 2 SHEET NUMBER F ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER 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 Q PORCHES AND BALCONIES CHAP. 3 Q HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 [I STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 Q 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: 3'-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. L E N NARsw LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 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 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1ST 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 PA1.5 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 WP2.0 WATERPROOFING DETAILS WP2.1 WATERPROOFING DETAILS f Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBI; 7th Edition by Debra Anne Kiahr PX2300 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. �+co N N M Q b a a LO � ` I5805r a LO M w �j ED 0 V 0 APR 2 5; 2023, W z ��0 v r\/ } 2 CO L o � o .� U u_ o 0 0 Q N U w QN � M L O �� N=77 °wW w 0 LU2 0 ~ °`„ 1 °�zLLzQ w W�- LLW_jo00� a-10 U <�aQQ o9z�5O°mo LLVIZWa WFV5wwz� wL¢O a. -M°U)O Z ¢�g�V5UY ¢ OzQ 0 QLLQ° LL w O O N z W � � ro O Q Ln J Lr) � U0 W 'I- W ce Ln CC 0- � � Q 6 Q 00 z l- W J O kD d' N CV N 1 J i CO �t O r- o 0 o O 0'. O 00 0 CO op' 00 O O O CN (y 0 0 0 O O O O O N CJ N N (y (l N O c!' O O oo N A N 1It O 4�3' O O O O N O c- 0 0 0 O p S N 0 0 0 0 O O CN co .4 LO O ti 1 V Z Z M � O �/V owv) LU WUI~--� O 0 Q �o o Q O- oa=Q z zW�� m 0 Z F =0=Z Z J Q �MZW rl _Zz W I� O_jMZ 00 U�Z� C� z � M 0 Z U Oo M�M W < z z C S z w WCV) N O LAST PLOT DATE Mar, 23, 23 Z 0 COVER SHEET 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) 0 M 0 Ch 0 0 d- 9 M U_ A7 S3 a o ELEV 30'-0" - 0'-3 1/2" 12 6' X 3' 5'-0" I 5'-2" 3'-2" 3'-4" T-4" I 5'-4" 4'-8" 2'-0" I A I HB 0 ❑ ❑ ❑ ❑ El El%E1 El I I I B I rEl B ❑ - I o N ❑ io N ❑ _ T-3" 11'-7" 1 V-2" CJ LAV I SINK ❑ — — — — �I F� 4 j--- I II O°°o� ❑ _ II 6 o w 5'-3 1/2" 5 15'-3 3/8" 00 Cn CC D ❑ � M N II ' II I I I 10 - II II 1 ❑ Q �I � 11 ELEV. (-) 0 4 8 CJ U 00 _ El ;WC N zo II ^cC B i S3 9'-10 7/8" 10'-8" IILr- li D I El N --- CJ +- - — — — — — — — — — — — — rn II ❑ r � _j I ❑ I 1 B I 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. 00 0 d- 0 0 'I 0 ❑ I ❑❑ ❑ ❑ ❑❑ J ❑ ❑ S3 y I 3'-5" 3'-1" 1 6 HB - cU 3 0 v ElI C) — — — — — — ---- — A I I Y-4" T-4" ell-1 0. 16'-0" 8'_8� 10" 21'-4" 10" I 30'-0" ELEV (-) 3 1/2" _ I­_(:A7 bo FOUNDATION PLAN - ELEVATION B 1 /4" = 1'-ofl O CV '. J S6 NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ®= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB 0 = 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 O 1-1/2" DP X 8" WIDE RECESS O 1-1/2" DP X 13" WIDE RECESS O ICE MAKER LINE O SINK - KITCHEN O REF O WASHER 8O W/H 90 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 AO THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. © PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY DO MONO FTG 16" x 12" DP (2) #5s CONT. APR 0 8 2023 VR/\ virtual Review Assist. Inc, Plans Review Completed and approved for compliance With the 2020 FRC 7th Edition by Debra Anne F;lahr PX2360 M N 0 co i° Un o J ®ONE00 °AIR r z h� 0 w :N No U o m c�.y)�/� oo ♦"/JM y� T N N emu- 2 co AV W E �' r 10 j O o rnrn t L) �g m 4 641r .N LU V cO Q� E � L oLLF LLI w � ~ OfJ W O Z 2 ILL! o W Q U Q�2 J0O��0LLUO��O �5O zLLL0zm0,F-aQ 1— � � 0 0 5CIM0 OROOmZz mOa�zYC)ZzLL0LUC U c/) 0 Z Q�_< LU-LUwp2UOa p, Z OOLL Q O OXaLL w p p N Z W O � = O � � "O p Ul) J Ln U0 LL 'I Q W II rtj z�� � Uj W J� 1.0 WIt N N N O o O 1 co d- N o N C? N O Oo 0 00 M T O 0 r 00 r- O N O N O N � N O N O N O N O N O N O N O N O N C) O O r- O o0 CV A co 0 0 O 0 O 0 O O N 0 0 C O 112 CN r-C)0o000 r N M '14- LO CO I It- LO MI VJ Z W � WU�� ow0 0cy) o Q �Q -� Oa=a Z Z Ld =m0z Z gOL=w Z3:J 0 ��ZW Z z W I\ O<�z CD � U�ZU) ,-i = Q O Z U Oo m z z W W M N O LAST PLOT DATE > Mar. 23, 23 Z J FOUNDATION PLAN B NOTE: SEE SHEET S-11,12 '1873' FOR LINTEL CALLOUTS & DETAILS 30'-0" 9'-10" 15'-6" 4'4" LINE OF ROOF ABOVE t�4n CONC. PAD 3 1 /2" 0 1'-0" 1'-0"— 1 � * SH 35 HBt ' AT T-4" N V, / i 5068 SGD 00 I I FAMILY ROOM DINING ROOM "' I 1 T-11 " X 13'-3" 12 -0 X 9 -5 Q ' 8'-8" CLG 8'-8" CLG 4'-8" 3'-8" 5'-11" 4" 6'-9" T-1" 1'-11" 2'4 3/4" 2X4 KNEE Q 6" PLUMBING WALL, TOP N STACK WALL i AT 34 1/2" CARPET TILE REF N CID T 0� CD 141 X96 D,,,, - 8'-8" CLG SINK W/ Z3 DISPOSAL w LU A7 2 o Q 2068 `V U HOOD/ RANG 1 N CD 4 � (ANGRY I N DP SH w �PDWR RM 8'-8" CLG �y 4 INSULATED 20 MIN FIRE W/H BRIG WALL PROTECTIVE — — — RATED DOOR W/ WEATHER STRIP BOLLARD LINE OF- _ FLOORCC — S3 ABV 4 INSULATED BRIG WALL 42" H. - LOW 11 SLOPED ------ 10 CC WALL S3 s------ ----- TWO CAR GARAGE 20'-1 " X 20'-0" 36" HIGH7 CONT. ------ RAILING FOYER 6 5 ----- D RPET ------ 4 S3 TILE ------- 3 _ _ _ _ _ _ _ _LINE OF GARAGE IN 12 1 OPEN POST ON UP co � I I Co 3 /2" HD H 1/2 34-,/ AT 7'-4" M T MP.GLAS 4 _9„ 21_9" 16070 l'-2" I -----4---- - --— __ _____ J ENTRY -- 8'-8" X 4'-4" I LINE OF ' STRUCTURE ABOVE 1'-4" 7' 4" 2'-8" 16-0" 2'-8" 21'-4" I 30'-0" 9 A7 FIRST FLOOR PLAN - ELEVATION B 1 /4" = 1'-0" 7 5/8" HB B S6 J S6 VAIWIM WZMM 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 (:A�7 TOP AT 18'-0" ! 09 2'-10 3/4" r i Q SH 25 HD AT T-T, EGRESS N r r r r o � �- ! N � ! OWNER'S SUITE 14'-7" X 12'-8" r r 8'-0" CLG r ti r , , CV r = FO- (0 CO 10 N N N 0 (V iO LOFT 14'-7" X 9'-1" 8'-0" CLG A/C RETURN UNDER DOO M N _ i 4'-115/8" T-8' A3 'A❑ - _ DNJ--- 8" FRAME WALL - CV r r 3 A3 16 c i N 42" H. LOW 15 --- WALL 14 u� 42 H. I 13 ---- SLOPED(i 12 LOW - ---- `� WALL 11 ---- I r 10 OPEN TO ---- BELOW 7 ----- �'' 36" H. ( 6----- r 5-____ RAILING 4----- co 1 I'21 13 00 LID I I, ! 60 5H 1 2 34 LO HD A T-3" FRAML WALL' 4'-4" 4'-4" 8'-8" M 30'-0" 2T-1 1 /4" D 7I SHWR HD znriuntz:zti4itztx� 2068 BF 00 co co N CLOSET AHU LINE OF %----BELOW ROOF zszsuuuzszszsuz� R&S OWNER'S BATH 2668 5'-4" 5'- 7/8" 6 FLR 5 TB LINE OW.I.C. 06 S & R -- (2) 2068 BF R & S 4'-10" 1'-2" - 2'-11" 11" T-4" W/S AT 9868 60" AFF 6" r 22"x36" UTILITY' 286W ATTIC 6 WALL ACCESS — — — J Q W 8 A7 U ELE�2668 UDRYER 0 VENT IIIIIWWTW1 R&S 1668 (2) 2068 BF 4 12" SH BEDROOM #2 10'-11" X 10'-0" 8'-0" CLG - C. 4 �W V) =W 2'-10 1/2" L 2'-10 3/8" 1'-3 1/2" 4„ 6' WALL BATH #2 7 A7 TB TPr, R&S (2) 2068 BF BEDROOM #4 BEDROOM #3 9'-10" X 9'-11" M 10'-0" X 11'-1" 8'-0" CLG S6 8'-0" CLG TYP. I FRAME HD AT 7 -2" SH 25\ zszszs. szs WALL EGRESS HD AT 7'-2'-- EGRESS 5'-2 3/4" 10'-8 1/2" 5'-4 3/4" 21'-4" 30'-0" SECOND FLOOR PLAN - ELEVATION B U 1 /4„ _ 11-011 J S6 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 RND 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.) = 56" 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. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP, R 4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP, BEARING WALL 2X4 16" O.G. 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) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE ❑A 16 AT 7 9/16" 16 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) APR 0 8 2023 VRA ,c. Plans Re�'lew cnMpleted and approved ter coga1p{lance with t1e 2020 FBI; 7th Edition by Debra Ana Kfahr FX2300 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 Zane= 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 -33.9 Cl) N O N M y� `1 F M C1, p 00 l,n P Q Ch°'ai3 P 8 1 k 6� f8 y cW aN E G 1 Q W 0 z a to III N L C'I- E UU L 'i ,o N oM �ac6 Cy) M i (N� tN V _ M O o U o N • !D' � LU c nN` W L co W w (� W W w¢W CCgo ��LLzl��z C0Er0V00 rY Q CU Q° ~ ?°x�ZW 0zmoo �Q� �nO z Z OOOm0¢¢ O z Wfnn WC°WWW�OZO aWaWz a Q LL 0W 2l~206 Q Q O] O LL f O N W 0 rI (nro C)0 C)Q V J Ll) (�/) W QQ Ln fyi Cl-G ,4 I.L a>-a00 ~ Z W �� 0 0 N 0 �r- N 0 C°9 0 CV 0 a o e`o 00 q r m 06 00 0 N 0 N 0 N �- N 0 C) N O N O N O N O N O N C)N O N i O O O r• O r- 00 p� N C; 0 Q CD CA O 0 0 o 1 L NLr) r 0 0 0 0 0 0 CT M (� Z Z O vV twin Lu 5; CDW o C Q �0 �¢ 0 W Uj L� z zLLI I.� �Q =moz 0 z rn V Z j J Z Z W r--I 0 Z Z LL LU I� O�<z C� 00 U�ZU) z ,-� Q o Z U ® 0 W I � Z Q z w W M N O a) LAST PLOT DATE � > Mar. 23, 2' z 0 1 ST & 2ND FLOOR _j tiPLAN B LOFT 42" H. SLOPED � Y LOW WALL ENGINEER TRUSSES 1/2" DRYWALLS PWDR BATH NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. - - - - - ----- SEE SHEET ST FOR STAIR DETAILS ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER 2 STAIRS SURFACE AND ANY — — — _ A3 SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH I I 1/2" GYPSUM BOARD. FBCR 302.7 (3) 2X12 STRINGER I I I 1 LANDING a d b - - ^� do $ a a 4 STAIR SECTION 1 /211 = 11-011 SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FBCR-R311.7.2 EJ 10" r1" NOSING RISERS CUT FROM 1x MATERIAL TREADS CUT FROM —2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /411 = 11-011 / 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 TIGF;T TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN W O z W W 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. APR Q 8 2023 / Virtual Review Assist, Inc. plans Review Completed and approved tee c"41"arsce WO the 2020 FBC 7th Edition by, Debra Arine ialahr PX23 0 M N O N r =f . -o M N * 0 t: - rLO co `w e s keel O 00 to 9 a s Uj c q'ta t i®�pi` G ® h ❑ � x "�uµ ..• 4 W N�/ LL ❑ z a V) W L0 N W L SON U \ � M00 <n M } M W E ` L Oo U o s U � � } V W a N L o iD `a ram• � Ly ❑W 1j Uj < WwjOYzE❑-- w�z 0aga2Ou.UO�JO Q U?X ]�ZmO 0q�.OZOR00mz=. LLJ U tozLL-gWU¢< zYOZZ"�aO�o �aLLJ -p aO> o oFQga LL N �f O O N Z W ,0 0 a (nM_I L n LL UO Ln Z U O W W Jo J N N 01 N N N OCN O Mi N O N O N O O � O O ao (0� r � c- O N O CV; O N O N O N O c� O N ® O N O O, O T O T O O N M O �t O T''" C O O CA CDr O O CV 0 O O NCD Ck O O O O O Lo M (�s ? o owv) ) m �o .0 O(L=Q Z. z m ~mOz (�O wz T� Zit LU OaF- mz ©0 U U) z T-4 �QO z U O O"a F. 00 z a z z W J W M O LAST PLOT DATE > Mar. 23, 23 z O DETAILS J _- - - -- —-- -- -_-- - I _ I _ I _ 1- 1 - _I _ 1. I -----=-- `'- =- -`-- ---- - u _ _ _ _- _ _ - _. _. _.__. JV -V FRAMED BY BUILDER 26-0" 2'-0 3/4" M 00 W O LO LL FT5 F I1 LL7 F LL LL - TB s•. BEARING HEADER O E-- - BELOW - -- -- II I I II II II II - — — -- II II II r i i FT7 II INT. BEARING WALL 04 FT7 SEr ON TOP OF FT3A II LINE OF FLOOR ABOVE I r------- II II I II J II I I I (7 II z Ii w I I CY] I I I II z C_J � 0 C BEARING WALL LL - FT2G 4" CANTILEVER 2X8 LEDGER FASTENED TO EACH STUD W/ (2) 1/4"X5" LAG SCREWS. FASTEN TRUSSES TO LEDGER USING SIMPSON LUS262 HANGERS 8'-8" N M O SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B 1 /411 = 11-011 C c e 8'-81, 21'-4" SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B 1 /411 = 1 1-011 Total Truss Quantity = 93 I?�l �? TO FNG, 'Aa FOp CONN�C110N, CJ3 O CJ1 r C0 U V U II,�II I� 21 011 TYPICAL 5' 5MACK COF?MF,51 f LA[3�ILIN6 ANb 5PACIN6 CJ3 CJ1 p fO LNG, PACK FOP CONNECTION, CJ5 M U U ,051I 16 2 i -01 1 TYPICAL I' 5�MACK C01?W,5Fi LAMING ANb 5PACIN6 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 SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED WK" 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 CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: 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 12 5 � H�F> 4-1 /16" 12 mmD CU1" 2X 4 Virtual Review Assist, Inca Plans Review completed and appl r compliance with the 7920 pD(a 7ti by Debra Anne Ki ahr PX2390 HANGER CHART A L = HUS 26 (SIMPSON) i = LUS24 (SIMPSON) J L = THA 422 (SIMPSON) = HHUS46 (SIMPSON) I abeled End Mark DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or I ss 30' to 60' Span Spreader Be, 60 degrees or less 1/2 � ) „ 2/3 to 1/2 l line I- span approx. , 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. 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-B1 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-B1 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 = 140 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA F°BC 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 SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR HI LE ALL REACTIONS OVER 5000# AND UPLIF°`TS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY • WINAN , /1,5, -0 Ili ►•iiii%i� �I�z,1001 OAD DESCRIPTION INIT. DATE 1 f BASE LOAD JMD 07/01/15 01 LCTEXTENDED FT3A JMD 08/07/15 01 ADD FT7 JRH 10/21/16 RB01 LC9 JTH 12/7117 RB01 CHANGED HANGER TO SIMPSON RDP 03/08/18 RC01 REV. FLOOR BRIG. JRH 3/4/2020 RD01 REV. FLOOR SPLICING JRH 8/6/2020 RE01 UPDATED FOR LCA SHIM 1/15/2021 RF01 ENTRY TRUSSES INTO LEDGER JTH 1 7/30/2 LOAD# DESCRIPTION INIT. DATE RF01 RELABEL ADD 7G4 MAW 10-22-21 RF01 DELETE PROJECT 7G4 GSB 2/22/2022 RG01 REV. SPACING JRH 08/22/2022 CAR]PENT R FE OONIRACTORS Off° AMERICA ---- _ __-. 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONE1 ( 800) 959-8606 FAXI (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT .TIMBER CREEK MODEL :1873 AMERICAN DREAM/B CCA PROJ/MODEL/ALT .7A2/ 1871B ALT DESC: OTC LOT BLOCK PEGNER PAGE D 1 2015 SCALE 319839R 1 4" "=1' M N 0 N M M �m .> J DOS o CIO r •� ¢ ^ivy 5 W a w 0 z a� �I > O N 0 U cniA G7 4- �� Ln M C E 0 _D Oo 2 o o�o v Q •nN` U W QN W L 0` 7U 0 tQ w ow �; WOE LU �21 �IYz0 Z (� WQ�2 Q Q U J<O< �LL0 Boa zLLU-0z20,I—- JO Q I— H U' ocnwgozo22oowrnxoozz _oa>zYe0 0Wa�a 0 LL Z -j¢ OW Q D Y Q❑CL ¢ O o~?— z g LL¢ O tauL • O N O w H �>-,(n 1,00 O Q ( J Ln LL QWQLn Q�-Q00 z l— :Z W C) 110 N N M N M N O N O N O N 1 C) M r 4 T- N C) N C) N O O O 0 CIO M r o � T- r T- � 0 N 0 N 0 N N 0 0 0 0 0 0 0 O6 O O ob N M 'fit O � o CA 0 C3) 0 O T- O T- N o 0 0 NLra) r- o 0 0 0 0 0 Lo 1 00 ul) z z — z ° � W oLUW U H 5;O o Q �o�o Oa=Q z Zw~P =co0Z 0 3 J z i'mzXrl Mzz W O-12Z < pp VWZ ) z � �¢z0 Z U U� a 0 0 m IX Z A4 ¢ Z W W co C) LAST PLOT DATE > Mar. 23, 23 Z 0 2ND FLOOR ROOF _J FRAMING PLAN B 12 ROOF FINISH PER ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA 1 -0 ALUMINIUM WRAP ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL - 8" TRUSS HEEL 6 - 1 -0 ROOF FINISH PER 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL DETAIL A7SOFFIT 3/411- 11-011 6" 1" 4, 1X. &4 CV 0 00 0 ;EPS L-�Ncz c� FOAM BRACKET DETAIL 8 11 1it-1-0 e. 5" N N o00 o00 P �- EPS Z,4 FOAM iv BRACKET DETAIL 9 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. (S) H10A-2 STAGGERED, SEE DETAIL 11/A5 ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV AT 12 T.O.M. METAL DRIP EDGE (S) A23 ° 2X4 FASCIA ALUMINIUM •, 2 -0„ WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" SOFFIT DETAIL 10 3/411= 11-011 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED N o a o o 0 8" V-0" 1'-0" 114" 1'-0" LEDGER DETAIL 11 3/411= 1'-0" ELEV AT 18'-0" T.O.P. 3/4" STUCCO ---� ON FRAME CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT U-0" _ 1ST FLOOR FF CASING BEAD W/ — WEEP HOLES OVER FLASHING SHINGLE ROOF 12 LL\ 5 L I WEEP SCREED% ASSUMED GRADE FRONT ELEVATION B 1 /411 = 1 1_011 CONTROL JOINTS- M �U o W N 2 B CONTROL JOINTS J 3 n -11► INININININININI INININININININI INININININININI : , Imimimimimimimimi 0 12 1 CASING BEAD W/ 5•B 5� WEEP HOLES OVER FLASHING ELEV AT 18'-0" r T.O.P. ELEV AT 10'-0" M Z = 2ND FLOOR AV10 CONTROL ~ " w 7/8" STUCCO 5.B JOINT N = ON FRAME ELEV AT 8'-8" T.O.M. WEEP A/C UNIT SCREED AND PAD - - i� 5/8" STUCCO ON CMU ELEV AT 0'-0" _ 1ST FLOOR FF GRADE LINE REAR ELEVATION B 1 /8" = 1'-011 7/8" STUCCO ON FRAME ELEV AT 18'-0" _ T.O.P. ELEV AT 1 U-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. 5 12'-4" 18'-0" 12'-0" M z= 0 CONTROL q = CONTROL JOINT ----� _ _ _ JOINT _ \—WEEP SCREED ELEV AT 0'-0" 1 ST FLOOR FF GRADE LINE - RIGHT ELEVATION B 1 /8„ = 1'-011 7/8" STUCC ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" ELEV AT 8'-8" _ --5f T.O.M. E A/C UNIT AND PAD 2'_ ELEV AT 0'-0" 1ST FLOOR FF LEFT ELEVATION B 1 /811 = 1 '-011 GRADE LINE 5/8" STUCCO ON CMU I in 15 2'-0" A/C UNIT AND PAD �— 5/8" STUCCO ON CMU CASING BEAD V WEEP HOLES OVER FLASHIN( 7/8" STUCCO ON FRAME 6" X 1 "TH K CEMENT PLASTER BAND 16" X 1 "THK CEMENT PLASTER BAND DRIP CASING BEAD AT BOTTOM OF STUCCO BAND 6" X 1 "TH K CEMENT PLASTER BAND 5/8" STUCCO ON CMU A n, f)" ' ' All ", 0" ROOF PLAN B 1 /8„ = 1'-011 1'-0" 'ff 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) APR 0 0 2023 Virtual Review Assist, Inc. Ideas Review carnpieted and approved to o pliance t'vitb the 2020 ERE 7tb Edition by Debra Anne Falahr PX2.3 p GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9112) 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 FBC 7TH EDITION (2020) 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 M N 0 co N -- C`') Ln a ' , 000 LO o= ' '_ � a z e t L sL i3t i9'@r cwC 2 .k'�➢ O 0 z Ln` N _W L U tN h c ♦� M fn V �m m rn r. M L t 0 0 O L yV/ T C) •� o LL o 0 Q _ i U N 6 W �— N �k Q N cO c2 7W L O CO Uj LLI (� W w H ~ 0= iJ 0' O z 0_ ==)m-1 0¢o:QU-U0��0 2z�~Q D00 z'Q tm°z Uj O C(n1z ¢owu_0-z Y ¢Qw wi,2v0 °¢ w0i�a>ZozzLLQQa p¢ IL O° o�Q 0 Q N O O N z LU u � H � O ro 0 Q LLn J L11 2: U0 LL ryii QQ 00 z I— � LU W J O 0 0 0 o r- N 0 N 0° N o 0 06 0 05: 0 0 r0 00 00 0 0 0 N N Op� 0 o0i 0 O 0 0 0 0 N o O r 00 C (V r ce) 0 O 0 0 rn 0 rn 0 0 O p L NCD0 L f i mil; cM 0 d' 0 Ui 0 c0 0 ti Cr 000 z z oWm w U > ~ O mo UoZEo 0 Cr- w� z Z W =m0Z (�O3wz Wr-I 0-z z z C� 0Il>-m cn z z -� Q o Z U 0 O W � z Z z w J LLJ M N LAST PLOT DATE O Mar. 23, 23 EXTERIOR z0 J ELEVATIONS & ROOF PLAN B nL ene •eln. -1 —r.f1]1I ij'_:Ilr ❑1 —_ _.. _. -_—_ ' _ l.: .,1 _. _I '!Uuu.I 11i�u ul A/C DISCONNECT WP GFI ELEC METER LINE OF STRUCTURE ABOVE FIRST FLOOR ELECTRICAL PLAN (ELEVATION B' 1 /411 = 1'-011 SECOND FLOOR ELECTRICAL PLAN (ELEVATION B' 1 /4" = 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 T 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. \/V\ Virtual Review Assist. Inc. Plans Review completed and approved for compliance with flim 2020 FBE 7th Edition %V Behra Anne Kuhr PX2,i L" ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH 1 SWITCH ° 4 1 /2" DOORJAMB DUPLEX OUTLET TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ_ i S 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 sw STRUCTURED WIRE OUTLET SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" —0 PUSH BUTTON FOR GARAGE DOOR OPENER —fl DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE WALL MNT FIXTURE NOTE: G ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE USEDIF 04 50W PAR30 NFL 6" WHITE BAFFLE APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �o� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL CLG FAN PREWIRE AND SWITCH COSCOMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR C 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 5u 24 _u_�3 24" VANITY LIGHTING 36 :6� 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT EXHAUST FAN �^� DOUBLE FLOOD LIGHT W/ COVERS AND U 150W PAR 38 FL INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) 1� MASTER STATION M§i�] ELEC PANEL M VACUM OUTLET AT 12" [�R�Al CEILING RETURN AIR ® A/C REGISTER O THERMOSTAT © 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. s; n (N O LO O Cc",p W L C'0o U N cy) Cn z. ,, V _0O;°° v a ernrn_ 4) � _"' moo 20 VJ _ O o N Q � •N ^, t' w O.� N � QN V 0 12 W E N L O COUj I V) W W �w� w J w2R0 w�¢ W� zw z Qo�JO'S�<nu-V000,-J�OO QU X-i/�0Z0Q 7WZLiLt -w waLV5 z—QL)�Qz0m00mz Z)o ~pa Zn LL w wZDg0j<�O LL < Ow g_i FLU O O�alt Q wOQ O a O O N O Lu {°(j r%, O O O < Ln L.L LU Q- Q U 6- fyi Q z 00 i- � W LU J� d' N N N o O O r O M .- 4 1 0 0 0 0 0 0 Oo CO 0o V- Oo T- o N O N O N N N O O N O N O N o N 0 N 0 N 0 N N O CD— O O r OO O N � M O O 4 �' 0 O 0 O 0 o o N .L r 0 N 0 M 0 '.4- 0 L6 0 I (O I 0 I` Lo M (� w Z Z O z W o wu� LU O -4 ~�wa o�o z Zw~Ly =m0Z z z z LL W to O a<W ®0 UWZ(1) ZT"i Q zz • Z U a 0V 0 W � z Q z z w W M N 0) LAST PLOT DATE 0 Mar. 23, 23 z 0 1ST & 2ND FLOOR ELECTRICAL PLAN B L r M'1141 IRIl l[! '11'4 1 1/2" FILLER 9'-9 1/2" 2" FILLER T-6" 2'-6" o. T-6" 1. T O _1 0 00 CO PANTRY T 0 Ch O M II N O 1 L. / M HOOD \ 4 . L=I= - - I 4" BACKSPLASH--) N T Cn / \ / RANGE 2'-0" SKEWED T-6" 1 1/2" FILLER )KITCHEN 1 /2" = 1 '-011 HOLLYWOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH--� 2'-6" 2'-6" —1" FILLER 1" FILLER 5 OWNER'S BATH 1 /2" = 1'-0" �5i r�rt rr PRE-ENGINEERED WD. TRUSSES AT /00\ T-6" 2" FILLER 00 T SHWR HD N f%) o LINEN CLOSET VALVE CV M 12 FOOTING SIZES AND RE -BAR T-3" 4'-11" 4 1/2" OWNER'S BATH 1/2 = 1'-011 UNIT'1871' - BUILDING SECTION 3/16" = 1'-0" 5'-2" 1 1/2" FILLER T-0" 1'-9" 2" FILLER 1 1/2" FILLER T I 1 T 00 ao O PANTRY 4" BACKSPLASH REF SPACE VERIFY W/ MANUF /0 / / T-3" 1'-91, SKEWED 2'-0" 2" FILLER KITCHEN 1 /211 = 11-011 9 Ch HOLLYWOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH f �0 \\ i/ T-0" 1 1/2" FILLER 7 BATH #2 1/2`� = 11_011 V-6" SHWR HD WALL VALVE SPIGOT 2'-6 1/2" CV 2'-9 7/8" L 2" END PANEL 3 KITCHEN ISLAND 1 /2 — 1 -01 eo T 0 T M o b0 1 0 M WIRE SHELF ::� `— 0 "HANSEN" BOX 220 VOLT I 14 1/2" X 16" DRYER VENT RECESS (0 I I I I ch I I I I I i I I I I I I I I I I I I I $ �/2 LITY 1 2X4 WALL TOP AT 34 1/2" 4 KITCHEN -0 APR 08 2023 €rlual owiow Assist, Inc. �� s pleted and approved Y ;art Hance w1th the 2020 FBC 7th Edition h`v 'eljra Anne Ialahr PX2300 N E W \ L 0- O �� 6 +- V) O C3 -0 -0 " , M t O.o 0 rn LJ/ } O ti'-o o Q � U Q •N Lu QN o E°� O;Q Ltl C] uj W 0 H W�Q wn i w zow Z (D U Q Q QOR-UD�pcLL'SOoO-<i � Zu,iy_Zm� 0, 10 x O O HQQ Z I- ('1 z O Z O m _C_ OzLL0 Z WU a0Z A V-mQ w�_gw0 ZgQ O <oO O O N z W 0 � O O Q L Lr) LL Lu L QUQ00 z�� z Lu J o N NCB N O O O O A' c- ' r- N O C0 O r- N O O O 06 6 CO r- — — � 0 N 0 N 0 N 04 N o O N O= C r! O N O N O CV O N O N O N i O O e- � O r 00 C) N T M i d' 0 i r' 0 O 0 O 0 O O N O O o 1 N� ;n � T r o CV 0 CO 0 I 1�4- I 0 LO 0 1 O 1 0 r` LO 1 Cr Z Z co wU owtn > O o �o�o �a 0 W LU z zw�� r— Q = co 0 F- D z Qz �mz° ,--1 D_ z z W OJgz C� 00 U�zw z m < 0 Q v -� J 0CI) 0CL W � ZA7Z Q w ui " LAST PLOT DATE Q > Mar. 23, 2 .1. z O B - ANTERIOR IIIIIJ ELEVATION 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. GLA71NG 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. 7A 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 R3138.4.3. 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 Y2 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 RAID) 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 IN -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 2.4. BALCONY AND DECKS: 2 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 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR T' = 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 1_/480TIMES 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. 14. 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 O BE APPROVED BY THE ENGINEER OF R AND ARE T 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) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY 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) : 3 1/2" 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. - 33KsiWITH G90 SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy - 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'X 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 = 1,850 PSI 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 PL ,CE. 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 T-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., be metal forms. Permanent forms be shall made with permanent or plastic must 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 overpor and mortar along the foundation perimeter must be removed before exterior soi 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 licensed before be issued. a pest control company a certificate of occupancy will 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) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: 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 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 3/". 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. \/- A Virtual Review Assist, Inc. Plans Review completed and approved 2 ,. . an @tar compliance with the 2QtiR �R0 �tI1 �altl by Debra Anne Kgahr PX230 t' Cn 04 T N co .T3 co 4.... i'} J LO 00 _s4 s � Z IJJ z ;d. 0 W Z a L (D 0 W U M `00 ai N com') �It �'' V } M A' L t O W❑ O U o } •� 0 t_o :;`v o 2) U ,. VW 0, c 7W V O E� V a W W W ❑ui w01- w0¢ og ¢2¢ <a� 0 z Q❑-_jco LL00U_ 0 Q Q U ,r� DClp ZU_u-OZ�-3❑I-¢a O0 F- O 0wcj OwE00mZZ J�ajZYw❑�ZLLC¢pa 0 O Z Q~wO�HH�Z' W tj� LU U❑Q O� ❑ ❑ tpaZ�¢ LL¢ 0 �¢LL N O O r*4 O_ w fib ~ N O 0 M O Q U) M Ln U N < LU Ln Z V W W Jo N N N N O CD r O ch v- d- r N O N O N O 0 0 O 0 O 6 O � CO CO O O O N N C) CD N CV O N CDO N N O N C)N N O O O r- O o0 O N r- C; O O O O O O O O f O CV CD O p 1 ";n N i 00 N C 0 d 0 0 co 0 ti 1 COO Z Z vV 4 wU�> CO o� O 0 c,oFyin - Q �^ 0 LU EL T z ZW1-- H� ~000Z i­- = Z (DOtW J 1 Z Z W Z Z ILL LU O_jgz a W >_ CD Q ULzZ Z T'' I=-¢O . Z U U� 00 �m Z a Z Z J W CY) C� N cy) LAST PLOT DATE > Mar. 23, 23 Q Z STRUCTURAL J DETAILS METAL. LATH gt1lr-1111k11111� iII )I I 1I 16GAx1-11,2" L0NG ( 44'-1" CRCV�" STAPLES 6" C,C. VEIRT BE € VEEN I I" AX" E I 1 u., 16GA 1-1 `'L" LONG ( 4%1`° STUDS (46TED THUS: -vl - OFFSET CRMIN) STAPLES @ G' STAPLES S 71 EEN STUDS AO SHOW I-_...y._........., _..A C.C. VERT INTO STUDS (NOTED THUS:) ME T L ' ATTAC"r-IMENT REV. 09 24.21 SCALE. 3.-W' = V-0" ' YDETAIL EXCEEDS THE PEOUIREMENTS FOR FBCR 703.7.1 LATH` "ONLY APPLIES TO LENNAR T'PAf,;A +' 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 C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR ' GAS METER 0 — O CV H C G C C C a 110 1'-0" o ' op o :;t U 0 0 • 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'-8" (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'-Y (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'.1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8141 (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. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE U , 15/32" CDX co PLYWOOD OR U 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 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 BCI0Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x P — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x — + 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 2 x — + 5/8" or 3/4" wood panel 90 2.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° x 1/8" gap r x k 12 FILL CELL STD. 900 HOOK BOND BEAM BOND BEAM STEP CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 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. BRIG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max 4 max. -7 Clinch nails 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. 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 �" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION Birdsn uthce of uts. - Birdsmouth cuts. N.T.S. - Under 2nd floor coh gym^ "^d 1-4- N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf 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 �1/16 code for appropriate 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 O NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking 1 3" (1nri) nails nt F" n c �/ Provide adequate bearing for each lapped joist. nails 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 plf 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.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. Woist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — ro 6,. A 1Yz" ROUND HOLE MAY 6-76„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1�2' 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 1%" -- - S_ _ 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. 1%" 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 WITW THE 1%" 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 TABLE S ES 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. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET A/C CHASE 4" PVC SLEEVE THRU STEM N.T.S. WALL Jc Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000se BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 1- 8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS T 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION SIMPSON HETA20 / HETAL20 INSTALLATION @MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. .�� LOCATION OF SECOND H10/ 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' CENTERED CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION =1 1-1 I I .I I I-1 1=1 a:° I- _ —III FINISH GRADE1I- Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM-� SEE PLAN FOR '• a . • •, ° FOUNDATION INFO a STEM FOUNDATION GRADE Filler block. REINF. SEE PLAN \ Nail with 10-10d nails. d 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 Mount" 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. (2) #5 REBAR A/C CHASE 4" P�VC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. F� L- -L=._ SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4`-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION i (oa •v. SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP 2 #5's x 4 - PVC OR SCH40 L O 0 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE Q -----4. a° a a / II=1II=1II=1I ` ° � 4111,01r, I11I1=4 a=1 I I=', ° SEE FND. PLN. Virtual, Review Assist, Inc SIZE & REINF. plans Review erttpletpd and ler-� �e the 2021. e l:li aainn �;�a,Ll,aps;e With t Iftf Je'ilra /nwz K Mht, i ce) CV O N co 'LO ,e l J DOg�.R o ao � 5 " Q z ° w X 0 W W a z Y� Q L I A' W � - C ��a o L co n V �� �� �w m C: � D O u o -= o �o a U ,.� a 'N 0 U W �N 0O E� V o t, W ()'' W dui aS W0H WiW-Q of 0 a< zzof Z QO� JO Q Q U J�O��a)WUOL SOX z0W0z20Oi-Q~ I- 00 0 OcnofgOZOR00moz J O a- 0 z Y 0 Z Z 'i 0 U W � d (/) Z Q � W O 2� H_ g w p� U� IL O� o oYz O < Wa �<LL 2 O O N z W O F- >��o Q O J Ll) � ((f LL Q W Q Q Ltd M Q V 00 z��- W LU Jo 110 m d- 0 0 N N CD N r O +') mot' CD 0 CD O O � O0 0 cfl � oo r Oo r- O N O O CN CN O N O N O N O N O N O N O N O d� N CD O OO CD N c— M O 4 O r O 0 O 0 O 0 r N 0 O p N L °' r O N O (7 O d- O O O O LO M (� Z Z O W owv� O� Q U_o�o 0 W W z zW~a F- = co Z = 1— O > J Z Z �--I z z LL W\ O��z 0 U�zU) • z T-_ Q p NO z U @Ua o M—M W � z Z z W J UJN O LAST PLOT DATE Mar, 23, 23 z Q STRUCTURAL J DETAILS �pef aaem:aua...,ea,. I 5/8"OR 1/2" HIGH STRENGTH �� `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF „ _� `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8 OR 1/2 HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w/ 2x BLOCKING HORIZONTALLY@ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING (12) 10d NAILS U.N.O. @16" O.C. W/ (2) 10--0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 16d TOENAILS T & B IF EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (11) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (11) 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 2x P.T. PLATE 1/4" DIA. (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6" MAX FROM END OF 2 x PLATE E _ 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Q Q 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH ``' M ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED ° ° a A.F.F. @ x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4 a a ° ` 24" O.C.) ATTACHMENTS 2" PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION _ a _ _ _ _ e . WWF OR FIBERMESH WWF OR FIBERMESH (2020) RESIDENTIAL =III=III=III=1hA_1i1'%6I I1=III—III—III- Q e 4 ° . „ z 31/2" MIN. 3 1/2" MIN. 1=III—I I —III a °' ELEV. 4-31/2 .a... a o =1 I=1 I=II°.. ° A.F.F. o �-° - - - I ° e 2x4 CONT. __' PRE ENGINEERED WOOD -III ; I I I, I II I III=III=III-III=III=III=III=III=11'" ° ° ° ° .°. • ° o _ 6 �11=III=III=1'31/2"min. - 4" z I I I -I I I -I I I— 131/2" min. - 4" z TRUSS @ 24" O.C. U.N.O. — — r ° a' °. ° r ( ) _ ( ) HURRICANE ANCHOR @EACH =III III=III=1 I I=III I I=I I I I LI I I ° a i I° a N--r„-rfi=-I, — ° aD = I =III=III--�r,—m— ° aD = I=I I I =I I I- I I IIIII I III 111 II uI I II 1 II I II i,I I I, GARAGE DEPTH VARIES 3 1/2 (min. 4' III —III III III �I I I 31/2"(min.) 4' 12 TRUSS (SEE UPLIFT SCHED.) W/ 8" -1I�'I = 8� _ —I - ° .. ; `' ': ° °� � v � °' °:' a _1 I I, � � I I I I=1 11=1 11=1 I I III — III I''- 11=�L' YP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER (2) #5 CONT. I 4 1 = it Ii i i�Ii Ili i it I8I; (2) #5 CONT. 4,I I IIIII i�I46i IIIII l (= I8I-' SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION ��_ �_ �� „_ ,_ „ TYPICAL BEARING WALL STEP SHEARWALLrc C CC Sill SCALE: 3l4 -1 0 S3 SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP �c�s EDGE 5/8" OR 1/2" HIGH - ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING -\0 STRENGTH CEILING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ecs BOARD PER CODE (OR 5/8" \1ZN.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. GYP. TYPE "X" @ GARAGE EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ ABOVE) W/DRYWALL EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT \� c°N INTERVALS NOT EXCEEDING SCREWS @ 7 O.C. 8"x8"X16" KNOCK -OUT NOTE: 10-0 (11 11) CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION i 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 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. CHART ON FLOOR �� �� �� �� � 5I8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 8 C,M.U. TYPICAL BOLT INFO. 5/8 x6 J' BOLTS BOLT 3RD LAYER 10' THICK. 10d NAILS PLAN 24" O.C. VERT. OR PLATE WASHER TYPICAL K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " 1x2 P.T. HORIZONTAL (IF NO UP LIFT ON @ 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GGlS3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD O.C. W/ 7" EMBEDMENT (MIN. SHEAR NAILER MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600# (6) 1/4"x3 1/4" TAPCONS ) *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. SAP] #5 REINFORCING SPACE ANCHOR STD. 90-HOOK (SEE DETAIL) BAR w/ (10) 10d NAILS FIBERMESH F BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N �, WEEP SCREED INSTALLED TYP. 2x P.T. PLATE o END OF 2 x PLATE WWF OR FIBERMESH ARCHITECTURAL ci PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR D ,, p. 1x2 PT WD FURRING @ 24" O.C. ' GRADE N ° ° ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a a - r a p FINISH GRADE °° [GRADE 6o MIN. Fy= 6oksi] a -III=III=III I m . ° ° L I I—III=III=III- o 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL ,' Z M — _ — D D 25" MIN. LAP [30"MIN. LAP] Q =III=III=1 I ° III I I =III —III-' (SEE FOUNDATION PLAN FOOTING MONO SHOWN ° c —� i—III=I = J - I=III—I I III —I ° o ° III I I I=III—III=1 D D °D A _ _ _ _ 00 6 MIL VAPOR BARRIER -1 I I III o D ° I =III=III=III=_ III —III III= w U.N.O. FOR LOCATIONS) FOR CLARITY v a T a. _ _ _ R 1 7/8" 1=III=III=III=III=III=I I, I I III — III —III —III— N z #5 REINFORCING BAR I I I=III=III=III III=III III=III— 1x4 P.T. BASE NAILER III —III —III —III —III —III- Z III ° ' I =I I I=I I I-ll-I I I- ,- #5 LAP SPLICE I—'III=III=III=III III=III II I- �_ D o ° I —III —III —I I I —III —III —I I I I I . III=III=III—III I (2) #5 CONT. NOTE: a ° ° ° III=III—III=III—III—III- III D ° 1=III=III=III=1 I 3s" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS „ 3 1/4" BASEBOARD I *FOR BEARING WALL —I COMP. SOIL. (COMPACTED TO —II 1 -4 8 =1-1 1=1 I 1=1 1=1 I li 95°!o MODIFIED PROCTOR ASTM I �—=III=I I=III=III=I (I=III=1 I 10„ MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY — — — _' III=III=I I I=III=III=III=III=III=III=III=III=III=III=III=III=1 I 1 D1557) -III � IIIII � , I I I, � IIIII � ,I � 111,I I I, � �� 11— #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER o -III-1 I I=1 I 1=III=1 I I=1 11=III=III=III=III=III=III—III=III—�'' 4" 1'-4" MUNICIPALITY. `�' 4"x4" INSPECTION PORT AT 1j�=11I_III-, III„1III11iIIIlll� IIII ;III III=III-1L1 #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W14XW14WWFOR AT GARAGE, CONTRACTOR FRAME WALL TO C.M.U. WALL CONNECTION K"D� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT G "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE r ° D ° - Z ao 2 M =III=III=1 I , °° 6 MIL VAPOR II I II DI� =1 11= = z_ BARRIER I III , p 4 III I p o III= N COMP. SOIL. I II (COMPACTED TO 95°! ° —I I I I =III=III I= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR CTOR I I I I I I I=1 I I —I I I I I 4" to 6" BELOW GRADE ASTM (2) #5 REBAR CONT. 3" MIN. Cl ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS :� ,z �M _J �;. • 1 ;III=III=III A. ° III=1 I I- -III —III —I I I.'d, 4 �I 00 -III—III •� I-1I I- SEE A/S3 OR J/S6 - � Ii � Il l 1111lll I,�i i lI FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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" ° ° GRADE `° 11=I I IEEI I I=_II-_=—I=1=1II _ i —I—i�111= I I I a III (1) #5 REBAR w/ OPT. 1=1 1=1 I1=1I1= I1= I1=1I I— I1=SCREEN ENCLOSURE 4"�­F1 18— MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3l4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV M -III—III . 4„ I °° II I IIIII I I ;'�. +�' • '. I=111 III •a., _ � .. 111— SEE A/S3 OR J/S6 -I tip: 11 I I i111III I I� i IIII- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 13 P.T. 2x 1/2" GYP. BD. 2>, HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAN INTERIOR a °p. 4" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a `° _ M 6 MIL VAPOR — �'- BARRIER1 VARIES SEE PLAN 1 1/2" RECESS FOR W1. FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.0.) WF FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS " AT 24O.C. MAX. CONNECTION INFO ��; ° - SEE PLAN FORjill TOP OF BEAM &LAYOUT DESIGN � SEE ROOF PLAN 0 T (2) HTS20 FOR STRUCTURAL _ d I-III=III III; IIIII I Q IIIII M BEAM SIZE & N ' CONNECTION INFO IIIII I I II 2x4 #2 SYP P.T. FRAMING w/ -P-M III-IIIII�SEE MIN 7/16" O.S,B. SHEATHING AJS3/J/S6 18" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w o SCHEDULE I ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g W COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM W 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.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. @ TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN r° BEAD SEALANT -E, d w/ MIN. (2) #5 VERTICALS qp z GRAD a U��CONT. FILLED SOLID (SEE PLAN FOR _I 1�_I_ = Q a' _ 6 x 6 W1.4 x W1.4 , SIZE AND REINFORCEMENT) 0 —III=III ° °o =III=III=III=_I I WWF OR FIBERMESH �,, ' BRICK PAVERS or SLAB PER a w o p o �I-III=I - I I —III -III—I o o. ° III—III=III—I v I I I=III=III= . Q ' ° °— COMMUNITY SPECS v " � I, 4 =_ _ z 2 =I 1= j; — — — — L I I1=1 I1=1I1=1 I1=1I f 0'-0" FIN. FLR.IT I —I —III—III=III=III _ I I _ _ — w —III=III FOOTING -I III —III —III —III —III III=III—III= —III=1 I (=_I I I- I I-III—III—III=ITI I -III-I I1-' BEYOND �III� III I 1 a' PAD REINFORCEMENT -111-1 I I —I I �— 3" MIN. CLEARANCE •,° �' SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH 4" 4" aR .. } g. CONC. PAD INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING KCD12 PATIO COLUMN FTG. DETAIL ii N SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" ��3� S3 SCALE: N.T.S. S3 Virtual Review Assist. Inc. flans Review con leted and appr' for com by ance Deb a�Anneth e Klahrr PX2360 I. f �? M O N " M F _ s r�Ln 00 $ V e Q A` d; A$'4OO w g o O s � 0 z Q �1N >o o u to V A, E W 2 000) = 0 - o O Q U 0O 70 L E V a _ , , W UW�O ❑LLW W1O2`- LLYI—�z 009Q ZLu UO 20-2 0 QQ Qcy x_� uLL�Z2�1Z0 - Q �V �n�9Op�00m jz Z ❑ JU WOJ 00 EL 0W o ❑ oQZ 9 Q LLQ 0 F—Q N O O N O� F--I! H O 0 .M O J aWa� f—oCaM Q Q U 00 ~ zLU W J O J d' N "4N OCN r O M` r d- r O O O O o oo 0) T 'r r N N N N O N ® N O N O N O N O N O N O 6 N 6 O O r O r o0 O cV r A O 4 O O O O O O O r OO r N O O _0 CN00 0 0 cr ^ CO �/ z z 0 / own 0 O Q V0�o �Q � Oa=Q LO -0 Z z Li �mOZ =I��=z v Z Lu j Q >-�Z� �zz Lu I\ O��z CU 00 U�Z� z ,--1 Q o Z U UJ 00 M—M W � Z Q z z w J W M N LAST PLOT DATE Mar. 23, 23:. STRUCTURAL . . ZQ _I DETAILS —MONO 12 \yp) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT, BASE PLATE W/ (2) 16d TO TRUSS BELOW (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID i POINT w/ (3) 12d TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION - DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN YARIES 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. TOF 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) 10d NAILS * 1/2" EXTERIOR GRADE SHEATHING —� 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 L// 5/8" x 10" "J" BOLT @ 24" 0/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. /p I AND FILLED SOLID W/GROUT p 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.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER 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 21/4" 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 DRAIN WALL CLEAN —OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / d a i7 ° Q. 8" STD.9d'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN U-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. C SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O OPENINGS LESS THAN OR EQUAL TO 6'-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 1/2"X9 112" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL P SCALE: N.T.S. S4 J w > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NO M.) 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 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK 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. 7 5/8" 8° 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ CL `ri=7 DOOR OPENING DOOR OPENING EXTERIOR 2 ❑ ❑ WALL ❑ ❑ ❑ ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 Tom/ SFFA �Ow 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 / 6 SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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 W/MOUNTING ANGLE fOP a 3ARAGE iOOR 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 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 (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 REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1� GREATER HEADER w O (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (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) O/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. 00 SIMPSON HTT4 TYP. O,o OR F�/NQ U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL SCALE: N.T.S. 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C 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 TRUSPF_S 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 HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. H W IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER 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 /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P 51MPS6N SP4 O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 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 NAILS TOTAL) EA. SIDE OF 4g„ SPLICE STAGGERED . 10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON rc i C P.T. -ATE SIMPSON SP4 oiivirwiv ar4 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 ST ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 J M ° ° d 2X8 P.T. BOTTOM P ATE SIMPSON SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS � S �PSON SP4 LINTEL FBLRUSS BOTTOM CHORD OR 2x4 OCKING W/ 2-16d TOE NAILS EACH END w U 4. z 2x TOP PLATE �2-16cl 2u) NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. FPROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) > (5645# SPF) > (6970# SPF} IS (9335# SPF) N. 8" �OXIED A.T.R. t & NUT OXIED A.T.R. I & NUT DXIED A.T.R. I & NUT C ROOF TRUSS ABOVE F_ 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 11 K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOGD O/C BOUNDARIES 6" O/C EDGES o 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 p •'�d Q ° 2X8 P.T. BOTTOM PLATE D 5/8 x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. ApR ®$ 2023 FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. CIA Rev'01 As, . Inc as �ev�ev 16�e mac ry1b Pdiit®r. gar cerpliance i9� by Ueb;e Anne �ala�u� P�2300 N 0 " co 9 � i ,1 J t3Cg `,' a ti a e Q co R U A LL z - 0 w Q 1 (n N L W L 'o- u MN ai co c N V _0-af 2 co 2 O o LL o 9 Q �¢ •N w�� N� Q N V co M 7� L O � P) C ° � �y W'n cL V W ow wow w�¢ �..-' ��Yz� z ¢ O: J< o ?� o' �% � U o 'o 0 G( U = O O �Oz <ax Zx0Z�0�l-¢Q oLua�Owr;pWO��Qp J (A Ll. _3¢Q0W ''�?Wz0LLI0 ¢mow = 1.2 2111 ¢ Y z '0 �¢ LL LL in Fi O z W cn O O Q (n J Lf) W Q Ln 1-- oC a M QUQ000 z l— w W Jc:) dto- N N N N r- N M N 4 O NO r No r O O O O oo 6 r r r N N N N C)N O O N J6 CD N O C) N C)O N N O N A CA N O � r 0 O r 0 o0 O 6 N r 0 O A O O O O O r r O 0 n � °' r r .0O CV M C)O � � C) (4I— C)� �}. LoV M U) Z Z o 0wvn vV O w Lu U i- O -ono �Q LoZ 0 O =W UJ ~of H' = F- Lu m 0 Z Z Q (� o �w i'2Z0� r-q Z z C� 00 O a } Lu W z --I z Z Q 0 U UJ O o �- LL Z z w 1 W co N LAST PLOT DATE Mar. 23, 23 z O STRUCTURAL _ I DETAILS SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU 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) 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 wl (2) 16d NAILS —� 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX.91, SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL I 0 2" 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL�A 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING • 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 `— DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD NT x6 P.T. PLATE (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/" "" T 2" x 8JBOLT O.C. INSTALLED PER MANUF. @ 4WEEP SCREED FROM EA. END TYP. TOP &BOTTOM 2x4 "T" ON TOP OF PANEL @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 1 Odx1 1/2" NAILS AT 64" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 1Od 3" 4" 0/C 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM @° 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 NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" rT� GABLE WEB C SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE (SPACE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING EFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) IN SHEET S5 FOR N BRACING, AND TOP SEE STRUCTURAL HORD BLOCKING N NOTES AND NAILING JFORMATION C° 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/4'.. (2) 16d NAILS VOOD TRUSSES . 00 2"x4" CROSS BRACE APPROX. 8" FROM x4 RAT RUN BRACING 1 1 2" 1 1 2" RIDGE FASTENED AT ,T 24" O.C. ON TOP OF EACH JOINT w/ (3) OTT. CHORD FOR 4 RUSS SPANS /� `7i�(1� 10d & (2) 10d TOE NAILS @ EA. END ,TTACHED W/ 2 - 16d X EA. TRUSS JOINT 1 (2) 2 x 4 LAMINAT ONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 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 x4 BLOCKING @ 24" x4 L IN (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF (2) TRUSSES FROM EA. OENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED IASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS RCHITECTURAL 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 AS SHOWN FOR 3-PLY) x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. UCH COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3" @ 4" O/C (2) 12d TOENAILS 1 NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (8 SECTION g 11NIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT ?"Yale KAINI qFF nn/cR CROSS BRACING DETAIL SCALE: N.T.S. 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ("10 SCALE: N.T.S. SrJ GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SrJ OVERLAP TRUSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6 OVERLAP WOOD TRUSSES i I II I MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. "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 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING — DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"0" 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. S rJ 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)10d TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3) 1 Od x 3" AT o 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. 1" 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" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" 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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4,k1 1/2" SDS^' ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING y 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. Lu d w 0 CD 0 1 w o w m o Q 1 o 0 cJ w ---- Q — — — — q o ¢ — — — — Q Z",' Q uw' NOTE: LTOP 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 ZBOTTOM CHORD GABLE END BRACINC 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 44" 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 SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA, TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 1 Virtual Review Assist, Inc. Blahs Review completed and -app o /or compliance with the 2020 EBO 7th Edition WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION co 0 ' N co N M -s o co LO jf � g • ® Cw r' o z a. w z Q tno, > 0 o L. -= 0 U _W ' M� 6 N V Z_3 m AA,, �- r o W B 0 0 a m CD Q -s u }# Cn Lu c V ^, M W L OcoN 7 a r W �WrIn1 LLJ Ld C w O f" H Q' J 0' Z 0' �O� JQO>Q�Q�U000 <10xJZ Q U Q W u_0Z200H— OcoW�Oz.OE00mZz U (D Yeo_z_zLu V5 �0Lu 000 U) 0 Z 0- Q�<0UJ<-� gwp�Ua¢ O�o oQz u-< O Q� N 0 O O N z LLJ U _ r-� > CD O O Q V) Ln zd 13� d cvi 00Q U Q z l— WLLI -� o 1` N 04 N N ,CV N CD r N 0 CNI 0 I. CV 0 0 0 0 0 00 O r CC) V— 00 r O r 0 N 0 0 0 O r O O N O N O N O 0 N N N O N A CA N C) O T- r O o r O Cb O N O N O 0 o O CD r r O p ' L r N M NI- Ln CO LO CO ♦♦^� VJ z z —ZO owin W O WU.,r>_ O Q c,0Q 'Q 0 W LU zLLI1-� = 00 O z I,- Q 0 zW T'I Z Z LLI 1� OJ�z ( (.0 2 00 U Ln Z co ■ Z T Z �QZO U OV o � M� W z � Q z z J W y M GV LAST PLgT DATE Mar, 23, 2,3 STRUCTURAL z Q I DETAILS „^. "... ••.• �.. rr J ".' n ,. • ., rn' _.� ti I.IIL llll r II I_ _ I __, _ 1 lr: �__ _ Dl. bl .l Dlt�ll -'1 r I'11.1' slglll ll®1lAll. II`II. L 12 I INSULATION BAFFLE INSULATION PE-R- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL -PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF —SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA —� SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL :3 NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO Lu 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE O W7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 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 = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA <_ 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE :e 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 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL c 04 M 6x6 W1.4xW1.4 WWF OR FIBERME STD. 90 i-IOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT w 0- EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD M TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE 44 FINISH GRADE I I —I � I —III —III III sH 1--I 1I=II TI-1I I 1II=TIiL1 1=TI1I I I I III I° °a a aII III a ° . 7011`1`01116111 \—STD. 90 `HOOK (3) # 5 REBAR ON 3" CHAIR - I I I ( III III III- -"'— (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION SCALE: 3/4"=1'-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2” NAILS TO STUD,,. 2nd FLOOR'W BEAM/GIRDER 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) 10d 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 wl (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 @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 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 C?z PLAN • INSTALLED PER MANUF. r 2 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ ($) 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 PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-O" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 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 a -} 2x STUDS @ 1 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSd 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) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-O" FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-611. (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SAT SP1 w/ (10) 10d NAIL AT NAILS EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE L a - do —III, ; =1 I —III —III —I 11= -(3) #5 CONT. ON 3" 8" 1'-8" 8' CHAIR W/ 3" MIN. CLEARANCE R INTERIOR 2-STORY FRAME SECTION S S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=l'-0" S6 ADDITIONAL SLAB INFORMATION. B 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF Lu NOT FULL HEIGHT SHEET C p z G FLOOR SYST M (2)- 2x TOP PLATE el BEYOND 15/32" OSB EXPOSURE F SHEATHING w x SOLID 2x co C BLOCKING @ ALL C SHEATHING O EDGES(SEE OPENING SECTION X-X a U C A x I EE w CLI x E Lu 2x STUDS w BEYOND. _ 0 SEE PLAN O U) —2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM iA/Al I rl r\/ATIP\AI nlAnnAnn 3/8" S = SPAC S 3/4" 1 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 42 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 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 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAW/8". z O NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O B� NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z IL = CC NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w C NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u= O STAGGER ALL VERTICAL JOINTS &NAIL @ 4" O.C. J w/ 8d COMMON NAIL J o _5H O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F h O O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q 0: u V) U) 00 w : IL OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z N W p O 1- MEMBER IF GABLE END K NOTE: C WALL SHEATHING INSTALL. 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 (2) 2x 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 FLOOR TRUSS / SEE PLAN FOR REQUIRED' \ CONNECTIONS \\ SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 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 W1.40111.4 WWF OR FIBERMESH c e. I I°I—III—III—I I ° ° III ;III —III d e4. .. d III=III l (3) # 5 REBAR ON Y CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1 ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16, (3) (3) (2) (3) (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) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. AP® 2 02 00 FINISH GRADElb I —I °° —I (� C?2 irtuai Review Assist. Inc. roved Purls Review COM0eted and approved tc o�r�Pliance with the 2020 FBC 7th Edition -� by I?eba a Anne MAT PX2300 V SCALE:3/4"=1'-0" S6 N O °- 04 N � fLO a e% J D0rjq e C:) ° t b � s aQ A) J ,A.. i q y1i W F L y pV° ® Q y z a t W Q. z Q 0 ) N Q) N co (� V _ V Q 2 ro /11 0 s p V% 'U- O O � LLO a Q s }< �N w IIN 0 00 VII (� LLI w oW LIJu) Wow Off) 0�:OfU)u_U0LL 0 Q Q U ��°�aoo�oom°zaa C�J10a>ZYS'QZz�of ('� 0 C0 Z OWO� ¢�WOg�:'� gwp�U�a- 00z Q N 2 O O N O W 4 > Ln H O QLnML W W Lo o- Q > Q CO zu�— W W Jo 910 J N N N O CN N CN A. 4 N 0 NV 0 N 0 0 00 c0 V-- 00 T- co V-- O N O N O N r- N o N CD 6V O N O N O N O N o N O 0') N .0 O O I O rI 00 CD N M CD d o t- CD o O o O O O N o O p 1 .L N > c- 0 LV 0 M 0 4lf) 0 0 O 0 ti LO M U) z z -zo �wfn w W U EE LU Q Oa=Q z , ~ = co 0 Z (Dz ul _j Q z �r-� z z C� vOa�� 0z z ,--I z:Q o z U U< o0 �- m of z a z z J uj M N LAST PLOT DATE > Mar. 23, 23 z Q STRUCTURAL J DETAILS —MONO DOORJAMB (REFER 1x4 1/2" DRYWALL x DOOR JAMB (REFEjg\1 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P T TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN.x4 APPROVAL FOR C X 4 3 LONG X 3/16"QJ 1x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING2 ROWS 3/16" x 3-1/2"3-1/4" FURRING TAPCON. INTO STAGGERED @ 16"x.. TAPCON 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1/2" /2" DETAIL 1x8 w/ (2) ROWS 8d NALS n 3 DETAIL 1x4 P.T. & ix8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCTAPPROVAL DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 *2"EDGE TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2 DETAIL 2 1 4„ STAGGERED @ 12" O.C. 1-1 IN, IIFTA II / DETAIL BUILDOUT -` OVER SIZE DOOR -WINDOW ROUGH OPENINGS r SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR - INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX pSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK �l l/ly:SK�7►1i•L-[�i>tili�iZ�31 WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 114" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C, AT BUCK 2 x 8 VERT. W/ (2) 10d PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG, BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS SECTION A -A 2'-0" 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8° PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL I I 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBF (TYP,) STD. 90' HOOK (1 +5� NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 00, #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. 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 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR 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 (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT 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 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING, J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. 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 INSTALLATION OF GLASS BLOCK. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'/z" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6'-0" F.F. I —__I —I I—IJ—ll—I I- g. DElD I — — ' —III—I I GRADE u .. D pll�Ii ° M � z_ N 0D' (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN P YP.) FHE :S I IKIAPrI=DTADI C IAIQTAI I TInKI FILLED CELL INSTALLATION rH 1 SEE ARC;H PLAN AND, PRE-EN4 i RJS8 DESIGN EE NOTE 'I HEL.CW ERG WALL TYPE P°F R PLAN I I F IuH NNE? s--F-___ FASTENED PER i COINT 20 NAILED TO B1 C PC,°K.IN v£ 2d I 1L: SCALE: N.T.S. .F:. ALUD:�'EDC;. „ ALUI 4 F w 13/ A1.16Wy F IIA� L2m BLOCKIRC-i NA�LED TO R IRD E'r EI-Y F HFIR T RI 6V1 .- I °2d I w1 &3, T YR ('*) r 411 ER TO .TEIRIFYIP CA11DE =� FF- T MATERIAL SPAN CAPAL 1 y LI; iD iN THE DESI 'N CRITERIA ON SHEET SN. F4 -IR � aF ; I AiTAO°HMENT AT VVAi_L (PFP ALPHA, AI 1,0J INC FLA. 1644 _ F .O Ii U OT APPROVAL) F CHANNEL IRA,-TL.,NED TO: C L11 114,E T NAIL .09. DIA ,' 24" a . rr w 1111 LIIIBED IEN1" AAe 0 1t GA _ 'x1 TR_,°N =Fs LE;::14'1A tx_O _.1N W PATTERN STRUCTURAL OFFI O SCALE- Z 1" 1xui=fW!� IN;_IIr"S� ITTuVTF 4 ,:, €NSTA_i_ A,1ID SPAN IBI.O, r I°J.: FHE SOFFIT FL PA IN TALL/jj Ili. 41i.!.I P F . 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DE"I'AI LS." 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. k (2) 10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + + 6'Ty PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. f PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP SC'AI F• 1/d QFG cZWPGT r1'J ANin z 0 co 2"x BOT. PLATE W1(2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED -_ ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @A 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT a ° FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a °' a° OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 314" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0„ 51-0 1 1 INISH FLOG #5 BAR CENTERED W/ TOP -, 0 _ p KNOCKOUT/ N _ = ° CHAIR BLOCK = o MONO FOOTING rD D° SIZE AND REINF. PER PLAN ° AND SECTION DETAILS —I _I n CLEAN FILL o ° DIRT D z STANDARD o #5 BAR IN 90` HOOK N FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY + 22 #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ o J - - NON SHRINK GROUT. Virtual Review Assisi, I LU U n A Platys Review completed and ap oved � 1 for compliance with the 2R20 l Rl� '/tIi Edition 11V sera Aare Klahr P2300 ZD U Z -- - #5x6' EMBEDDED INTO ¢ EXISTING FOOTING (2) #5x6' IN CONC. in o FILLED CELL DRILL 3/4"x5" MIN, HOLE SET BAR IN EPDXY : _:• E4- SAW CUT A SECTION EXISTING FOOTING 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. s e c x a tv..s. gg e&& Is ' 1 V) LO � W L o U ' M � U `° p po E �� z CC"0 W 0 S 0 0 O tL o 8 Q •Ln Q k u Lu QN CD M 7� co 0 LL to W p F- W Wes¢ Of �I zof Z (D W Q=0)m <0 �<0L0000 JO Q ¢ U =�O - 9O�OEOOmDzQQ I- 1c7 zuu Fn z 0 0 Z LL ¢�wOg<�-LUZ 0°a OQ 0 0 0QQq�¢ � V— co N 0 N co N M Lo 0 0 u0 Z W 2 O w 0 Z N O O N z Lu 0� > Ln c `M O I� M InLL LO z LU ,e Ln a U CO z U l— W W�Jo _I N m co N N N O O O CV N N M 4 O r NO O O O O � co P) r co CO O O O O N � r � N i O O O CDCDO O N N N (N N N CN d� d) O O N m N O r CD �- O 4 r O 6 O O N O CD O f CD 0 0 L NLo ' � O O O O O CD r- fV m 4 L6 CO Il� Z U^ z 0 Z _ W 4-1 W U O C) O O�Q —ova � �- W� -� z zLIJ W~¢ ~co0z = �z � z3: z i'2Lu Zx --I _ z z W Oz 00 U�ZU) CO z 9.-,� m ¢ o z U UJ Oo ry Z Z i Z w J ` W M O LAST PLOT DATE > Mar. 23, 23 z Q STRUCTURAL J DETAILS-RETRO FIT 41 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). �nvu vviv ivw r-�vvi �"1 ivu iv�iLv FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW 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. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING c..n-r v� i viv LJL V LL DOES NOT BEAR IN WALL GLUED TO 2x8 F S STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL - DOES NOT BEAR IN WALL I PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS CTI O N VIEW "A" SCALE: 1" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-4J STRINGER CONTACT POINTS SCALE: 1" = 1'-0" `12x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS • GLUED AND NAILED TO STRINGER R DRYWALL SPACING / m ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-0" rALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1 = 1'-0" H SECTION VIEW E SECTION VIEW SCALE: 2' = 1'-0" _ SCALE: 2' = 1'-0" -3/4 PLYV\ ON DECK --2x8 SYI AND N/ FRAMII` 2x4 DRAF STOP 2X4 BLOCK C -3/4" RISER CUT TO FIT MAINTAIN BETWEEN" 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 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ X 2 4' TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER TREAD - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP �rN -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH RINGER 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER 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" = V-0" FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT, (2) LAYER 2" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE. 1" - 1'-0 J 1 f-XI M UUIVJ I MUU I IUN Ur- I /AI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED :L POST LET INTO LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES 'WALL JOINT YWALL TOVVq ✓ER JOISTS) Virtual Review Assist, Inc. STUD NAILED AND Plays Review completed and approved JED TO TOP PLATE for compliance with the 2020 FBC 7th Edition CUT INTO RIM BAND, by Debra Anne Klahr PX2300 JED AND NAILED TO BRING WALL BELOW 'WALL JOINT YWALL TO ✓ER JOISTS) H 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" AILS — D OR 3 RIS VARI E 2X STRI 2X BLOCKING SECTION VIEW "H" SCALE: 1" = 1'-0" M N O N . ` s r Ln b ' ' ° A R '05 Z W 0 w Z a (n 0 L W L� 10 ? U C) (0 co ti ( m t/) V -0 70 - n, W 0 L M W i O 0Ln o m Q Lu Q N n ` 00 a2 9 W L O� N Uj W o09 Of zW ¢W-LLY2 �VOOOQV JaoaZ (n O-0Z200 Q OA=pOM00co (n w Z aw�ww w—=az0I< IL �Wz ¢pw 2wZ� �a _W O 0 Q U- O 0 CD N OW U)Z)N > U-)�o . o Q (~f ) J L� � U0 W DC a- a>a00 z3: W Jo N N N O N O N O N O c r r N O N N O 9 li oho O T CO �T-- CQ Cd r- O N O N O N N N O (N O N O N O N O N O N O N O N 4A O O r O O 0 N A 0 NJ- O c- O O) O O) O O r O c- N O O o 1 L CVO �r000000 r NI co-cl- I U-) I O Iti U M1 ♦♦ ^� V/ Z Z O W W 0 (A O14—jw0�> o Q c,�iYo �? a .Q Oa=Q z Z LU ~mOZ tY � Lu O � J Z Z W Z Z W I� O< <z c� 00 U�U) Z z �, �Qo Z U _I 0V 0 W � Z SLAST a z Z W J W CI) N PLAT DATE > Mar. 23, 23 z0 STAIR DETAILS J �.uuue. 1i 1 - 1 -__ _- _.1.. II. F J .1 i11:._.I _- I 111rl I63 I 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 1.0 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 CAST-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F12.OB 8F16.OB 8F20.OB 8F24.OB 8F28.OB 8F32.OB 8F12.1B 8F16-1B 8F20-0 8F24-1B 8F28.1B 8F32.1B 2'-10" (34") PRECAST 2231 q3069 4605 6113 7547 8974 10394 11809 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 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 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-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 14705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 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 1 750 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 AST-44941" 4 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10-0B 8RF14.OB 8RF18-OB RF22.OB RF26.OB RF30-OB gRF6-iB 8RF10-1B BRF14-1B 8RF18-IB 8RF22.1B 8RF26-IB 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 1 3699 5206 1 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 (34) 7917 (191, 9311 19 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39) 7402 (19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 1 9448 7360 901 1825 3120 15048 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 3146 526 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8 PRECAST & PRESTRESSED U-LINTELS SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* T-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 5'-4" (64") PRECAST 411 411 734 5-10" (/0") 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 1V-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 1T-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 19'4" (232") PRESTRESSED N.R. 148 51 2V-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 [24'-70-(:288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS ■ C,ST-404" SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'4' (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 T-8" (68") PRECAST 408 407 734 T-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 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 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 o° o rSF'l LO-I ° o c ° c o ° c c 8F16-1B/1T 8RF14-1B/0T 8F8-1B Q � Q CAST -CRei! SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T 8F12-1T SF16-IT 8F20.1T 8F24-1T 8F28-1T 8F32-IT 8F8.2T 8F12.2T 8F16.2T BF20.2T 8F24.2T 8F28-2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-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 14498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 1340 1880 2419 2959 3498 4038 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST r727 1021 1634 12 2102 I1 2571(10 3039 10 3508 9 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113315 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2007 15 530 686 1183 1526 1 1865 2204 2544 11'4" (136") PRECAST 474 485 198 15 1034 (15 1272 (15 1510 15 1749 15 494 599 1028 1422 1738 2053 1 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 1993 14'-0" (168") PRECAST 384 15 346 559 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 11 1874 1 15'-4" (184") PRESTRESSED 224 302 485 (131 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 (12)__637 12 754 12 872 12 1.2 303 500 732 993 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 (11 480 (1 567 11 654 11 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 (11) 461 (10) 545 11 629 11 137 221 354 508 681 (7) 861(13) 997 13 F24'-O" (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 4CAST-44%4" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF61T 8RF101T SRF14 iT 8RF181T 8RF221T 8RF261T 8RF301T 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26.2T 8RF30-2T 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 2525 3374 4224 5074 15924 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 12204 2758 3312 3865 570 1097 1651 2204 1 2758 3312 3865 T-6" (90") PRECAST 506 1 797 1462 8 1952 7 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 * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 ° 4 p0° > C 0 ° ° 4 > G O ° ° 8" PRECAST LINTEL W/ (1) #5 HOR CONT o c BAR & (2) COURSES OF 8' K.O. BLOCKS c o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED Q ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D -1/2" CLEAR C.M.U. > C J = LI w Z W J �, #5 REBAR AT t P J 4 a ° BOTTOM MIN. (1) a LL M 'r1i REQ'D W 1O 16 GAUGE POWERS o'3:" STEEL BOXED W 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. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR Z= - C.M.U. 00 z = GROUT Ln #5 REBAR AT BOTTOM OF LINTEL CAVITY O O BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8 NOMINAL WIDTH 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) QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP O O C ) (-0 UNIT'1871- 1ST FLOOR PLAN 1/411 = 1'-0" APR 0 8 2023 Virtual Review Assist. Inc. P° ans Review completed and approved for compliance with the 2020 EEC 7th Edition 9 1 3 , L"y;� 36 €;+ 111,hra Winne �eallr , ����1) ' co N O N co co In �.'y_CD DOi,s RSA r � a �a 1 • N F g•. N a 1/ , 4D LL Q st A� / I Z q -- w Z Q nN, (D U*) N E ' O _W L o N Cq C/) u - M _ o) Oo 2 o } O LL o 0 Q r U n` W -0 Lu Q N C O E i✓ O � Ci: ° m W w ~ L J Lu O 0 LL LL 0 (� F- QO-JU) U) �O O�0000 C=0' U) 0zLLOZ0OZ� Ly Z U ('f00 (A 0 Z ��aa.>zYOZZLL0W0 ¢�F- V5-gwp2U�Q CL 0W LU = im zg QQE- Q LL Q 0 LL � a a O 0 N W 0 H � .M O J LL Q W Q Ln Q U Q 0o z z ?: W � C) �O d' N N N O O O M 4 N O N O N O O O • O O 06 (fl T-- CO T-- 00 T-- O N O N O N N O N O CV O N O N O N O N O N O N A CDd) O 1 O I c6 Q cV r A Q 4� 0 1 0 O 0 O CD 0 OO +; N U � r CDO t?l CO. O d' O Ln CD t0 (`• LIIO M u) Z Z o vV owU) Lu O o � �Q eyf O = Q LO-0 z zLU~� F.- co Z > W 2ZW _Z Z W I� 0-5 z C� QO U�Z� z ?--Ia o • Z U U� 0 0 W � Q z Z w W> co c;) LAST PLOT DATE 0 z 0 STRUCTURAL DETAILS - I AB REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTELUPLIFT CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L 11)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAILW DETAIL'B' DETAIL'C' (1)#5L(1)#5U 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 54" 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 1 1636 1636 1712 1712 6-6" 5-2" PRECAST (2) D4.5 WIRE (2) No.4 796 1454 1454 1435 1 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No.4 639 1167 1167 1152 1152 7'4' 6'4" PRECAST (2) D4.5 WIRE (2) No. 4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (21 D4.5 WIRE (2) No. 4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (21 D4.5 WIRE (2) No.4 548 1001 1001 979 988 74' 8'-0" PRECAST (21 D4.5 WIRE (2) No. 4 467 853 1 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-O" 10'-8" PRECAST (2) No.3 (2) No. 5 329 602 602 430 602 12'-6" l l'-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 1 449 449 286 451 14'-8" 134" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 (2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 (2) No. 4 17'4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 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) 7/16 strand + 256 256 188 262 (2) No. 5 N.R. 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 (2) No. N.R. 22-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 2 No.5 N.R. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED nL'I'ATI "All nCTATI 111211 nCTATI ,r,, nCTATI I'M" TYPE �DESIGNATION PPLAIN S-SOLID LINTEL/ I LOWER LNOQUANTRYFL CAVITYAT [8x16-P-1L/1I1J] NOMINALWIDTHIj ` QUANTITY OF 45 BAR AT NOMINAL HEIGHT UPPER 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)#sL (1)#5u (1)#5L (2)#5U DETAIL W DETAIL')' DETAIL'H' &'J' DETAIL'K' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 7-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 7-8" 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 4'4" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 54" 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 1 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" 64" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE (21 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 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1 1448 1766 114- 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1 1222 1568 17-0" 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 760 1149 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 (2 No. 15'-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1291 1291 775 7270 (2) No.4 17'4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No. 4 19'-4" 18'-0" PRESTRESSED 2 O No.3 (2)7/l6strand + 1035 1035 478 936 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/l6strand + 961 961 446 872 - (2) No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/1 + 834 834 390 763 (strand 2J No.5 2) 22'-0'" 20'-8" PRESTRESSED (2) No.3 (2) 7/l6strand + 720 720 366 716 (2) No.5 (2) 7/16 strand + 22'-8" PRESTRESSED 2 () No. 3 (2) No.5 642 642 1 306 T 599 I . DETAIL "H" DETAIL "T' DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ rIQUANTTY OF #5 BAR AT 5-SOLID LNTEL -1 1 LOWER LINTEL CAVITY [8x16-P-1 L/11U] NOMINAL WIDTH)1 NOMINAL HEIGHT `QUANTITY OF #5 BAR AT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 811x121' 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 (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DETAIL 'DE' &'DF DETAIL'DG' 3'-8" 74' 2-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 7-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-8" t3'-4"3'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7'-8" PRECAST (2) D4.5 WIRE 12) No.4 1409 1409 1188 1267 PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL I I LOWER LINTEL CAVITY [8x1 L/1IU] NOMINAL WIDTHJ I I6-P-1 ` QUANTITY OF#5 BAR AT NOMINAL HEIGHT J UPPER LINTEL CAVITY nCTATI "nC" nCTATI "MC" nCTATI "nc" 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 (0)#5L (1)#5U (1)#5L (1)#,5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1 -6" PRECAST 2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3-6" 24" PRECAST (2) D4.5 WIRE (2) No. 3 9383 10000 1 10000 10000 44' 2-8" PRECAST (2) D4.5 WIRE (2) No.3 6766 8225 9200 9445 4'4" 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 5'4" 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 6'4" 5-2" PRECAST (2) D4.5 WIRE 2) No. 4 2560 2560 2723 2723 74" 6'4" 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 8'4" 6'4" 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 1776 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 12'-0" 10-8" PRECAST (2) No. 3 (2) No. 5 992 992 751 1035 12'-6" 11'-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) 7/16 strand + 1207 1207 605 938 (2) No. 4 15'-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1095 1095 551 887 (2) No. 4 17 4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 (2) No. 4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 . (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 (2) No. 5 21 '4- 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 (2) No.5 (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No.3 No.S 399 399 217 412 TYPE DESIGNATION P-PLAIN LINTEU -1 (-QUANTITY OF #5 BAR AT S-SOLID LINTEL I I LOWER LINTEL CAVITY - [8xl 6-P-1 L/1IU] NOMINAL WIDTH H `QUANTITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY nCTATI "C" nCTATI uCu nCTATI W­ 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" 1'4" 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" 2'4" 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" 3'4" 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 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 9'-4" 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 1 2384 1884 2371 114- 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 12'4" 1 V-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 17-8" PRECAST (2) No.3 2 No.5 1490 1490 992 1490 14'4' 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1948 1948 1093 1591 (2 No. (2) 7/16 strand + 154" 14'-0" PRESTRESSED (2) No. 3 1774 1774 996 1494 (2) No. 4 (2) 7/16 strand + 17-4" 16-0" PRESTRESSED (2) No. 3 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 O No. 3 (2) 7/16 strand + 1008 1008 573 1048 (2) No. 5 21'4" 2U-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 877 877 501 966 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 (2) No. 5 (2) 7/16 strand +(2) 22'-8" PRESTRESSED (2) No. 3 No. 5 740 740 393 772 TYPE DESIGNATION P - PLAIN LINTEL/ -T r QUANTTY OF #5 BAR AT S-SOLD LINTEL I I LOWER LINTEL CAVITY [8x1 I6-P-1 L/11U] NOMINALWIDTHJ J ` 111ANT11 OF#5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 811xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL RCTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID 11 45' 1)UU(OLL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH'&'DJ' DETAIL'DK' 3'-8" 2'1" 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 W-2" 2'-101, 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 S-8" 4'4" 4'-0' PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-8" 54" 5'-0' PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 6'4" 6'-W PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 7-8" 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 s pit:• DETAIL "DH" DETAIL "W" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ j'QUANTrrYOF#S BARAT S - SOLID LINTEL I LOWER LINTEL CAVITY [8xl6-P-1 L/1IU] NOMINAL WIDTH) 1H `QUANTITY OF #5 BAR 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 REIN FORCEM ENT-5000 PSI 2.1.2 PRE -CAST 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) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. ® PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc CIOM (TIED OR WELDED) LO Ln BOTTOM PSIRS n N SEESCHEuULE MIN. MI . 7 5/8" 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 FIEU 2" 2" ib 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 - AS 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)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)04L (1)#5U DETAIL'O' DETAIL'P' DETAIL'O' &'P' DETAIL'Q' 2'-10" 1 1'4" PRECAST 2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'4' PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-O" 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 54" 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'-6" 7-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 1 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No.3 (2) No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 2436 2436 1727 2436 12'-6" 11'-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" T3'-4" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 2413 2413 1338 1974 (2) No.4 15'-4" 14'-0' PRESTRESSED 2 O No. 3 (2) 7/16 strand +` 2199 2199 1219 1846 (2) No 4 1T-4" ib 0'' PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1698 1698 944 1546 (2) No. 4 1'9'-4" 18'-0" PRESTRESSED 2 No. O 3 (2) 7/16 strand + 1348 1348 753 1330 . (2) No.5 20-0" 18'-81, PRESTRESSED. (2) No.3 (2) 7/l6strand + 1254 1254 702 1271 (2) No. 5 21'4" 20'70" 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 +(2) 24'-0" 22'-8" PRESTRESSED 2 O No. 3 No. 5 898 898 481 947 i DETAIL "0" DETAIL "P" DETAIL "Q" TYPE DESIGNATION P - PLAIN LINTEL/ -j QUANTITY OF #5 BAR AT 5-SOLD LINTEL I f LOWER LINTEL CAVITY [18xl I6-P-1 L/1IU] NOMINALWIDTHJ J `QUANTITY OF#S BARAT NOMINAL HEIGHT UPPER 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)LL SOLID #5(2)U(1)L DETAIL'DU DETAIL OM' DETAIL'DL' &'DM' DETAIL ON' 3'-8" 2'-4" 2-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4--2" 2 2'-10" 2'-6" PRECAST 2 D4.5 WIRE O 2 No. 3 O 541 3 1 0000 7 2 55 1 0000 4'-4" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" &-4" 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" 5-4" 5'LO" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7'-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE - (2) No. 4 2158 2158 936 2036 OH H �1@0 j 3 UNIT'1871' - 1ST FLOOR PLAN 1 /811 a 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENG.N 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#(l #5j UU"' LL SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'4' 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2-10" 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'4' 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'4" 5'-4" 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 a. nI TAT1 "nA" nCTATI °nR" 1`1177-ATI ,nr,, nCTAT1 mn GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24'I 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'DO' &'DP' DETAIL'DQ' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2'-8" 2'-4" 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" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 4'1" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 5'4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7-8" 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 TYPE DESIGNATION 1.. s.. S MUD LINTEL LQWER LINTEL CAVITY �r P _ PLAIN LINTEL/ pp� TITY OF #5 BAR AJAT [8x16-P-IL/IU] ,,,, ,• y �:<:• �'.• - NUWINAL WIDTH] `QUANTITY OF #5,NOMINAL HEIGHT UPPER LINTEL C..� J•. DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION P - PLAID! LINTEL/ r QUANTITY OF #5 BAR AT S - SQLID LINTEL I LOWER LINTEL CAVITY [8x1j16-P-IL/IIU1 NI1'WaINAL WIDTH j `QUANTITY OF #5 BAR AT NUinINAL HEIGHT UPPER LINTEL CAVITY TYPE DESIGNATION P - PLAIN LINT-EU 7 QUANTTY OF #5 BARAT S - SOLID LINTEL LOWER LINTEL CAVITY [8xl6-P-1 L/1 U] NOMINAL WIDTH j L QUANTITY OF#b BAR NOMINAL HEIGHT UPPER LINTEL CAVITY i Virtual Review Assist, Inc. plans Review completed and approved for Compliance with is 2028 EBC 7th Editiol del Bebra Anne l(laler PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Length Type PLAIN SOLLIID 2'-i0" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54" 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 9'-4" Precast 222 772 10'-6" Precast 156 600 1 U-4" Precast 132 651 12'-0" Precast 111 593 17-6" Precast 98 544 13'4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 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.K. = Not Recommended � M CV o �I V %O ®° 00 #tl 4 1 S S 1580 B 3 da ®y p 6s. . W O W z Q SIN > CD,N o W L c �O:N U 0 M � d ♦� N co to V f� d M A' W �Y s Mo ` O � OTO o rnrn 0 LL .'a.. 8 Q •N i Lu CV Q C o E' Cn V a 4 W °W w0a- LU W~:< � Yz0Y Z W QQ Ua�cn-X XJ0 UO Qu)( W z S° 0 g0JZ?0zOW00ro LLJ° ° I.- U' 10a. ZYe ZLL U W°UW� cn 0 Z ¢oW°V-�wo¢ 00z�Q u- a 0 Q LL N C) Z LJJ �_ ul = 0 I --I In a C, Q ul Ln G V u- w CQ Ln d1� CL b Q V Q 00 z I- z� W Jo r O N O O CD M,�T r O O O O O 0 00 O r O oO oO 0 0 NO 0 NO 0 N 0 N O N O N N N O N O O N O O 6 O � , o0 O , N 1 A I d• O 1. c" O 1 C3� O 1 C O I O O 1 N O O 0 1(2 N W c- r 0 N 0 ce) 0 d 0 In 0 (O 0 r- � f 1 CO v) Z z z O � WUf-> LLI W U) 0 0 M Q Uo�o Q -^ 00-2Q Lr)ii z z uJ F- i- ~000z Z = (�Ow z J T 0- M z � z w O�2z Q LL 00 U�ZU) • z T� �QO z U OUa 0 1.00 S12 of Q Z W WCl) 04 0 LAST PLOT DATE O > Mar. 23, 23 Z O J STRUCTURAL DETAILS Ste lick 50tiaddle 1 /"1. iiTYI) Sack Crates Support ` Right talret . > Gat 00 1 '\ Y�A/C Unit, Wturn Edyt ..- ,. Or ,- - w :' f . a. Barium Depertrtter3#Wiliness @ Professional FtegLLlabDn Pgwt dt Builder Codes and S ndards M6=1 P"Xkwt Approval Application DeWI l,. N. , ,,. I .a „ ,.., .a ,_ a. . . a . .hE.:. , - rr . ,E I #, . . f [r,- __,, ,.. u . �, ,,,.(rrarb,.] .! t, :.._...r . `,.- _ 006 M . villa A 812e1't AtRandkln 2020 .Smart iw Ptoiu#s 4. � "Vh M. P as Isaa6es111 errwras F- Ndwo F t* 4vcb t}avgea i 32Fi$ a ft '� i 2 &#.@t�i 9' 2�2ar2,d7t.1 Aai,�a,'+ms1 slydadutaf CAPFO r . .. 1477)441-a3R PE73776 (334)X%l Xl 'J 'S4111 Prod o-a $M a RrdW► of trtrluaavSdre 'I . Fr 4reYaYa 09na - Flew Tachaokw ceowila,vo ralrr wodr swalseaon Repay tom. - MOO R4#fttt4 Arti4Afract or IJemisad F►wlda r� y Prvkmicnd Eagar Mte _ bay-. . ... 4e1RUFAMuraloa Amoyod [Of Ly's Aakaa+rad Tor N7r#. ur Ali= wart irsa, 1 9-AV&q JAN%101544610 'A:atFmft don €tape ondvarmation Vent 12GV2= Yes Yes N1a .100A100 ' rtVar,i 1A:lle YlS46tl tll`7nerkm Flood aad VanSedgliAMlt 1::701i2rGs. Yes Yee NIA «id6#100 3 & reiavat Model 01 WS�'a - rmatted Flow Vent 12e1PtlY Tts '+'aa ntA +1rA3tirioo 4 r1V4i51 kAadlal #t'1'54M21. ktsta NdFlood Vera 1�1r a - Yea Yea WA ,100 loo 5 s_rl'Nerd AAccartlnUo42a �1 16&gddl, Gwage Ow Rom Vero € tr= toes Yes WA WA 5 SmIrryorl Model art 570 V40W'Awl Insured Fed Vaal 1201rAw Yes Yes, nh', -10ot`100 7 grfte~ 9154kNIStA I 145&gld:, Garap, Dow Fkaad Vert t2044 Yet, Yes nrA, WA plodda ®aparaMelif of & Prot"onal Rag"llidn Padta ut BLAding Cods and Slandards lrtar2a2t PCBduct Approval Applicalift Detail 11; Iu ..k. R rt...Y, vi ! p„BS2 i' .:;eM,, .7w..:_rr.- ,ra, '.rr. »..:..r, Ga � . Y...-.....'sa .,.� , we l bate. Molt %fomw 11hinufactomor gamea.,.,aa. �E rievrx+ Valladolid Far FUC I'm.2020 7 nt" Wall, la;. Jaw stuffiaa: ,t'adsary P Rest L"I to2.ldaa P_E. d7 M017M mamilro4m to nm'Gdi2o. 16wT.sm2o avId Cagnpayc Rooeng r,-1dNz1=-idt1 PE -hail {354i3Cf00WO 3WN0aaeay: M.Gii Rocano tah.-lailtrim-W.aaa Complawo &Who* Cvefy'om Flow marts FUN RagWOO.0 Arceaad or* Lkw.wd=Panda �$..b rw , Quaft ��dta Appaln4ftwUsit ®vas 1 Ordsal.Mira.l R 02Vaddlems ONG 100 tr, 6t21C lf,Wa, DMG 1795, OM 2006, 12alt2an Yao na Film 'o 0&lae I Oman Flo We Moorbneltt of Businoda .1 P fmssslorwll Reguktiort Fag.2ca4 SWiAV Codes and Slandlerds FraduotApproval APpiteWort Mull ' rot ,4 119lt AWMA aft 29 galln" kit Itall to= Etirnrra tt ,a Ftesaom Tnama•Tnr Ga'por4M slave yasperao" L+,A&n F, aYat F,E. Rydo J. trdg, P.E, War= 1winow 2a21 0MA-4I r. AVVI r,d Cdegwy' edEanw Wons„��,f.c E&M 60--71125 PLI434 w t1*3 ,6'r `3+ �. ►F4Wp5eo .amoing y�tK1E4 ow Amewidtte aivwffeap m rw. Caep4or" aeMads lioaloaflon Repon hart a am rloodo Allitateffid- Araa,m+sd a Ltonsed Plarf - Pro(oratmd Fn off - LA2011aS•af5.s'oWdi allabLAAMMUA,,-,d too tlM, ilk Gwdrad�rlwa, 96AUK d 1WLl: {2 '_'. 1 .. Thoroo-ird Fttm'-C4.0-d 3....w - iufthai"Ma aws1 lmw&quot; olagta T2f_*Tr2rF'S No VVd "S Nok comoste Edea F#I .1 5MOR ow - (101Wk1 Q X cor(IAttaaiinl - 2 6 Thw'ho-T`u PRwN-C1#%Mooad filar Ngnrwal Fa *39;S &q.ou tpadsntaat. om ,se 1251=26 Na VIA Yes rV A CaotGaaadt Efto road "Shoe pg. o4m - SkItt a tl enaaa t laalaogs to "or OYO ouNNllaratwstst 3 c., Thamra.Tru r1bor- iad'ak andonoo+dr:yaw NdFAt0t(F #356 &gNotknpwGARdcd, Opaque -,.ice= 1fs26 No 'Yea. Yes Phr.1... CaM PNOW, W PbOdkst CWN0 Daw'WO w - w4hort sidd,rea.{ :bowleg xls o'c - tdrdoutolimsi 4 C. Theo 7,. Fbdr Cra.sic wrd &*,Nd ,M., No"Aw 5603op 1.4e10arraQlac Opaque 13�-.1rTM Na tees. Yi 111A i1neaifi .k"Vt4rwd;Xe0V4Vr'&bW 5 Ia. Thaarnl~Tra IFa w-,Chw*G,olid s€moath.".&.t NO"" a#IFW,s: a+dumkirtdffr& UVA 0FQ, ue 12CInu a No }hs 'fas VA sw9l .(s) I11nFfAA904 W'tn9,', xo( OXar GX,0 ' � A;fi}y1pFF,M€peal 6 f T►a -TM FlbarCloostcarta smao Via€ Names sbfln,olt"a ll,nPa t&aFrad D gar 17 :No : Yea IVA Cmppea# Edsa Fibergam c' mb* Garr. w sdecut &d.fk ➢ rinswd NFt0 lt9W ng. XXcv C1XXO otoligaretkovi 7 . 0. Tneg,N,Tra FAxr-tusuc and Smoedt•Shu No"nal SMSZSgncl.knploillQuat Ghured 12all=a No Yea Son FUA Compoow. f;dg. F4bao."9.0. D.ar (lft*JM*r0U%k"6na: X t W IJUW5* a h. Taoorg-Try, From-Ctafstaand,$nWda-St"V N-MW 6Sia9A3quct r,W.dAq..t Giox.d 12r3 I2026 PAN Yea Yea WA, , 00TO a Edge Rbarlaass Single Craa Nl►h aftaaa(al(lnMArM 4V4kX)tU,oxaroxto titan wienoj a 'i. Thftvwiwa Fiber a" and Srtmtgtwaw - Nomnw 6"UJ%bgge ir"aa "ot Q19JEW 12altt2ms Fki Y1ts Yes FWA .. rUMPesna Mt. F b.Ulo- D.b* ru eotV w soumold slawtas 4tn'C1re oolit..4nq Xit i OXW ern rol&ansl 14 9 i-rNefean•rru _ rber-cS mNd::*si^dtrn-&ar Nmdnd a0aqru.rrc2: ffiew*u'iasoq 1•2131n02'a NO eras Teti , w'rY. _ Carp & Fdpe Mw9ldoa $lndt Door ti ns*InpVuMwka; X cm►Wr#W It a. 741tar .1•Tru tru-taouac #ttoora#iff NO Nnil a&MY+2,gdot oa rat aws" i=112026 No Yes Yea W/+ Cbgmaao Edge ribttST &male Doxvlth - skWtegsi tlrre na0,rsaiW Xo, CKwOxd raaor#da llonar 12 1. Tnen,wTna FlbN�aaseK and Sn'Q001-aw Nominal 66 ,;G r}gWt1Jnpa0&4uat C Mz6d 1213,140N No, Y" lwfi1. Ca mca t rate Fillargla" Dodge Coo- aw w0odl$Medeaony"WOW'swin9:"Vart5M D ocaltoungildnel 1s rn, lhd* Mu nbw-CM,* i snd MhNU - W "urinal clam e&WQt*rV*d&QWQt Gloved 12r"a 126 rib Yrdr Yao this Molded open Compolee Edae nbergp,vs $t ok cwow[nsarklWMtawln9, x iY7hWraat l 14 a. ThewnlsTra FRaar-CUtota bed StWOM-lV N.".w 6"39 to&Wdl fakt'6VJ-k Glow 12rMi2U26 IN. Yi5 Y" WA M®idad ONO �Camppsta F*A Raft Saar+ Shfae door *0 Gland Molded Dpm �,%404olei li-mNoOdsoinA. do,GX a' GXO maagawM_) 15 M T*#RwTru Fitrtt`=C,Aswc am smooth-3or tromp# 611038.8 ass.dt"d&q.*, dhzad 1.2r332m tab YAS Yas WK Mowed Open Compoaile E3pa ,Plw la.s Dwk;* tTo Ilti a ,Ohnd G#aeed lidded OP. Sdeao-s ldtskklvolmaafta m or 0. XX0 oarAllwaatr'ta7 15 P. Teamd•TN rUK-Colssls and SmoWaar Named 61Ae3alllagaoktnpedaplck OWN* 1d3Tr1m No Yes Stu WA. 'Cdnppola Edte Flavoloo ON;F* Ow Nigh Mdtladspan$1ddblsl(Jnarno01XP od,",X0,GX or QXo a0aad. Nttaroo 17 -g. Tlon"o-Tm Flber-dart add ftoorh-Star Ngynr sh lA awat:kroaelWat apagre. 1231r" NoW Y" rya WA - Carooelte EOie Fibarom liable Dp vifltor vaOMA Gland Mdded Oral.'sldanes _ linwl pVutwNre, XX at 0= confliWeagtsj Me" tleparhrrelnd of &akTm g; PreCeslilional Regulation Pada141 SUlding CDdtas and Stmdar 1mr" Product Appoval Appikatlpn Detail ,,, b �,�,. 1 ? h l ."r ; n � la" lilt Remm 'A1Z POTIMOsa'ka Jens RwP-kia ra irx-Dacal ar.r.10-CE 'mt'I M110%W200 KC0'-VAL IVI& t1tamw 112442020 AVVQa�d Catoaw- l doada r]aws ;J4li 4'a'"i06 Oft 315-2JDe Suldtm.,gmyw Gfidrqg f=;dtanw 0m A...".. it W"kiall t4untne - Cwopna && NW,od• Corftellon Misr or Lhnop old - - it1:►DStdtbll rarudrtrJfs SAw&An.' = Aiwa ediwlM AQUASS UL24 am# Ptmkatt.MadY- NWM&r dt nacre - P-hoo cmdeat larnkdetm nr#s In 8T1N2 WSW. W4KZ a"." plo,00Ye. W6.4 o(Ufga NalAk ktyawdt-"Jiwrtl and Gft"Door 4+rr14I2921 Y_ Yra Y4a WA: r. P RUA 3" D U( �; T A P MR( .... ) Vilm OL *750"i EP E C I F I (;'LATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please pro\4de the Information and approval numbers on the building components listed below if L they will be utilized on the construction project for which you are applying for a lzo= - ,.I , e y' iber-Classic and Smooth-Star(IMPACT) � dr..i'w,. ': ! I�.: a �� It1 - .. . SLIDING Windows and Doors I d seriesMl III I .III tll ` s II -I III► �kll �I kVNll pl ►IY ary -. - _.. __- -� Pella Corporation s a i -._. Wayne -Dalton _ a ` w . ae w series + r a . _. _. ■ �.. #. SINGLE HUNG 0 MI .- Doors Windows i i i MM 17l t � lf�t911 ./4'+.t s' � , ; Series 5500 ����11 'Pella II I I el , ^ f Ili I B. HORIZONTAL SLIDER Ml ! i 3 rl R ,. _ 'Pella ___-_ - `i s -. _-- 1 III a - �� 1� �1 y fa III ■ r ► II ■����I� ,J I.. IyM� '.: :a'1 �, IIII #, Pella __- _.- - _ I�� ®�� _ __-_ 1y �jf d, �� y� - a a 9' -. a Series i i ed „1111� Fm 3 " 7 w, Building a �'# a� aT: Solidand Vented Vinyl Soffit i 1:. rl i AlphaAluminum.t TZ "Ia ,,d �, • 0 - ­ . # Shinglelt 7_ i_ �.i a• a�■ 11 a ■� ® .-1 D. ROOF VEN71LATORS - 1, Thompson Arch Metal Com p, �'�Off Ridge Vents FL16918A - FL16918.4 I Ms . 'Floria Metal a V10 ♦ t 3d AIF. _. _-- _ _- - - - alllll 41 F. METAL ROOF ,Drexel Metals, Inc. �!200S. DMC 5V -.����ll� * �■®� STORM PANELS Global sProducts r ., iPanels r # •: ii _a :,- # y Shutters, °11 Steel Storm i .. - i o s. :', yl COMPONENTS -®,® is i s _t ANCHORS i .all: : PLATES Structural :I r _ Lli Simpson Strong -Tie ''a d g �. ' p '� # � �-... - : _ _ :. - -� Rir i. 1 ! i ! } u. f. III ll1 , Pate 7. ­r- #0# w _ � -Strength Concrete d: - sl WILE -. --._. -. _.._ _..- _ -_ _- ---- _ 1 at plan r _ The products listed below did r� det�ar�stratductpina Pe 1 �rdr that ii tf�petlQl� prcictsriialrag �lar��ar� lay available to the inspector on the jobsite,. 1 copy of the product approval, 2) F!anda C')e"r`rnent of iansine-�s4 Pr0k1a51farl31 i k� a,l.Nldlbij P"o1 03 Pillilor s 'Jeg and Ste ndFrds 1r5r=3 Pro4wt Approval Application Detail Fi a ;R4'"F�r �^ . „, 1'11'hk =WE 211A 21111 CatoFeedgna g , t t wq[41t3+�2r a u..nsz lhtialw. ISV .,,.. -,.a s "._: -� ,v -,:� „ t = ;; a`. E. n J ._ . 07 #==20 :lM 2f�.020 07112W2 n.i€ 1011wim ,Ap ,_,';rta,+J,.tr .'ea at,:':, -emu _as 522E :Fa '.340,, r# N„ 713,-� �.t, rased r3,9n 9a6rs,(g^spy - _ .. -ems,. .,l.r ,.:.� moerPll n,_ +.7on^a�dt ;t - _' N t. E _ .. 2am A .s Apasaved 1gf Use Anammilfortlme €baear F *s1 rcr' P df,4 Isltrt r l wln P- _- w r t -. , f;'antraczEx' gat r.+r',tsta antflW IZ tMit>aidsNVt#7 Alai3rtattt i+rsaaac s .. 7.,�wr , T „ ::ve; L ry , ..,'.-t 41 . _d r , T:Y a 1A Ir r911A 1 . -- ilMfeg Year Y A,YA ac wl. a V rs l [".m%a r l ttr'uf'r rF,, wr o n;t , flzvx, stw N r,a -„&n qI 'r,1s3 qUi 7.eS_ tf2U, 22' ties Yes Yea K% 7, ,F r r 1@ , _ ✓ eks k S1J , k,, 1 - 4t; atl r t - ._ ,r , , t.a,r. �,„, . x i- I, ,,,d e F',uW ,5I s r trx ,, rF r t q > r=?'F; Yes Yes Yes I^ + t: f 2.xt xl E a -1 5 M r n, p.=y It 11. T144A 1v., T I t uara + i ia sYa+ai . f er,,. C, ,LFtt M#InWAI r,NP a _u,..,r c&J « •tom '1 , 3t 1 7aZz Yes V46 'fes No. - ., w 'tr-.a,� .. ..x-.- __ � - r , ,, -.- F.'r->��"", E._,c; .�. J,,, b :. p.,_u=n,c". 1:r... Y,,_. , oyes. Ym Y'o& WA - J: Y r.;: ., '?w�r a ,u .'--_N,ar,+', -� ,_1 :_.: � . .,I,_. KCF,­i&g-WL-I_url.'r, qCI11,1 '.L, : I u , r> Yaa Yes Yss, i'yA nb tl xi-, rG :;a r 'C,a r tt ICh _ Tr: r __-_.,- t. d ,t „_, irw, Nrr'� ",,w,.: ,Prd. 9- . _ .,.,__Z Vat; Yes Yes l $A r y - ,� sa _ f r_ > i ,t ;s-. ,,.,..n, r3:;t$r 5-'A .a„ax "- s .-: rAtm 3tm:': 1211d.+1.. Yoa 'Y06 1`/u& t1VA r;.a-; - - ,,s s ,c-:.-" r_ _�!CkS, _ns..xst 1 :s� lrnN trcl g - = 'Y" . Yes Yee WN - t ns:p -R - :`:, ­ t FF:_><- _,a,. r . Ira 5 r,.:u r' _.:z,r.. . ,-1' fss317?3.u',€';r+',.,aa.tfi fi ,. r_ a.:c:st.. f ;�,,. , 71 Yes Vas Y" WA -it2r-- e b ; 'Ira m4rvd,(..£.'e-rrr M. aiwvr -ldn.. n,xl .rr+1.x,.�Lr,.. sitar tn, YY=;e Is>Ww,ru. 11,l,1fi2t± 'Ylaa Yes Ydaa tiPA ,�xrlar F,.,y. Fb-igi 3rh zwifr„le Lh'4^I „S': at42t v Prx. 4r, 9. 3 r'F r -,1 .1 s r J trin'z rsr W_s- . ^� o,:„:�a 4WI,�2�s`:. a_,F a �neU ,q.mOa,Y)" Yes Yes WA rdwr, r-_- v F J �,be- lwlat 7.x41�,�.., ,01 Cr O.r. s-r,s"r!r=s4lnF.tkr;yt Yr rv2 Y---_k rr .wC" r £1 r.ryd, s1c,_ - h-r ,� . o :a„r F :t;lr, arcs w,u arat, /Optqatr 1°".r;+i o'roR: Yes Yei1 Yed: WA, a t'E a naa tAm,., lF karkt rv,M:r', uwltM1&ree.h ax,r2.4..aaas; ..4sc llh asr RkY*a WJd7 vtaY^"J.X.0,Giwar1,"YIDaP'I% u1stt Tr716,4 14 rl l hlu,'^i a 4 M Flair-s ia, a"', arrsl %ram, mthl-,'2nr Kllan9mV ,9i3:kr" fi M,.vt, r rACt la.a*', Cpnglje R:'Z » I, .LrJ1C Yes Yaa Yas WA r,ortT,;sake'.! IJ"v FiberglassFibe,glass l2tuvil mw 641, 3-,,1,uA,,,IhrLpNr{c,Yls .a_,,.-'!€l,l,r?-,.,...,rr,,D, ,t',ao,s, ra € :,e:- , ". ..Nwnr,wstw.t.,.;TYes h€A t _F.; =_.,1Ju. Y_ tY, ,&gq_bal f3:XS n {a 'a.,:eelroal; Sidp tojt,'l nur,1r " a "brrlrtarpuralvsr. qii . _ T.,,, 1 , '� . , rtr±r C. s;r t,,. =r br'. 1 ,. _. __tom=± -,I ,s .,F d�3.,Yi i .. t:_w ,. ,s ye t V Pads WA ,.rr. k _ _ tL�SX V.3tib _ F j t r" 1 v ,.ja,t%4 ,Akl it.rwrJ -t'vtsr r- 1 + v 1'„ ,,." r, ,. 0r .._ b f ,t d r:'l ,w „o-m „+.: '*a. C..aa+,.w S7 "ri.+n'1 ;:'pl Yes Yaa, Na WA IN .,wt.r rl., , ,.»€l,r „I,. ., E. �., h -_.�, Pza lr 6.s t lr },ar't3r La J :r 12i? 1 .LV...»:, l"7ra Yea Nio NIA 51---i8.�- -3 4tr,Tn,.rt,. Li ,,1kng XO _. s _ Ac r .._ z. .. - .tr.,.. la r,.. ..tit ,Yr , _:.a: : th an,a,'zi,t_: .l,e.. .,,., .Cz� vas Yes. No WA A Er. si7.h.r. NrmK 'rrTf ,,. n, _ XX _ >'tirasTa.. ,r'„rr .. _,,, - .o .aF6AF N,t,?, mp3o:- c: ,.r ;l,,,r; Z. .d. ,2 'Yes 'yos, No WA C,-r_mz!tLi .,lw r ::e:s:a„s 5,ngle Lk,,w "III r o- l f h v. T3'kr,sn t B a 11 l h,,. t7 „€, ul'.'I'. w l ,r n ».,r oar ',I,mrn ma. r,5as Y q J #,. i n rw s h%,,aa.,,ur, 9 ,. t r, iC.::' "hlaa Yes No WA 1mm raPVlu Yuma + k -Lu r_ -.^.- , , f .,,rr .. .z ':,, ,.. r,: "_<. 1Y #I t::vc 1 4 ­:'-= t_-Ni-,"I", i "Yeu. -Yarn No WA rF hsus , I :.,ax w<�t.,,.... cNr, _'ar-2I104",S T +., b,r .t:?'la I,�,a;ta:u,,L1: nd , . m+",^". Yes Yes No WA � ,: �; n ! ,,'Val Mr ply, 11s,+'aw ,: ►,,hk t u rIldn,0,mi ,, nr �„ ,LTrlerrr+x Yrta€ ku,upv l,l ,l, a rv-.,,t 1 ,rrr. tsl f,{.nw al h,kq,L >r F4 ,h ,w'rt11 -lu,„ .r _ _&_ , a : - Yea. Y" No WA ' anp�«.,Nr, 1 ,., ;:;>u r ,:✓i:,t woe , ! 'Xiq cC ,Bop �,r' 1,F i- ..A ._}.,. wJ .it;a ,Vt;,a, ' 2.5 'I.,nQ, , ,. " ,',a,: r .... .-n,r *. , 1 ' „r ,rt �'.S.f rl , ,�Y I-t� _r-� f� . _ a ... Yft V NO WA lhout S400N1'r,1111,61CV.­'*g XA IN GK"A0 ;A :P::, Tha!r9 ra ,,%5 ""£i;',rl:r l A. I . „ ^,: ; ., . tr ':sutr 11'1 1 01 . r; #, 1 ,': 4 ,t i Y,P�S 4 nr. x, ,..Ate . 3:a' 3 1 x ";: Yes Yes No WA Tda'+"k r-:- 4., €` W" fir. F,- '7 n•.s. T`.T ,1 a nr' :-. ( #+ � , °a ta?i: .. 771trA'r': Y> ` W NO NIA 1 qn a r r te. Yx3 yl'l, e Y „tn 4'F+ :. k rs a II .N TY .. _ ,', a:r,-' r. ,r , r,;1 . , •1,,,�.„ � 3�1''rev, rlara.,M b,.v,r,rr. 1: _ d_ 12, (,:_':. 4eN, Yes No WA +n u` a ,s . l,s ,,!%:` .. €.'d •Lr',.. r rA"(i _- ..,t-r APR 0 8 2023 - ----A_-/__)__ Virtual Review Assist, inc. :-€.,arct: at"r�atrraAk h'(;L-.rkA 7 t 1' qw Itlrihtn,ga� ���raw � �r cornpleted and approved for compliance with the 2070 FOC 7th Editio P"Auci Ar4wAid lArNtlicatinllIi+etd Debra Anne Klah r_ ,. _ rr, -m T..vM._wv,., , -. t", PA7 t, &it lik" Rat Eomm mil@ . .sm �. s., 4r, £1f ti,;+ESS `r.'t .,3Fdzf LJI9 J5P,,wlt'rllu, l.4r9:" .tt 11's,"^, -=., '.' " ,,N ea ,nkr tl. ,:wa.h. °''"w: 1131r1t)"y1i. 26 1f]raaf2WA2f1 idN*3'Y2a2a "121'tl ,tr"'T `tY tga�*r "' tt SiFo FIE N2511 +1 � k`"'I .11 " I,r,:,V.."i,p I 3,a:'a10q,'ly Fr.o r R S Nks M:'1 4, 11,_�..;ImJ Y'Vom art, i ,' o ,k. t mt , u,.- r w „n k1_. t°,r�„i?Iw heir a,­i.4x'- s x� .. t€ _, W ,r ._ s KI I Y2x2r..... _ :e l,(. ,f.?5s'Y cM A Madre Dsa A oval tsx 2tft w. . � try Pam_ +: � . wr ffr JlRV-_I 9-9nUY d JIU t, 1w q tw old" �. :IF:a 1 t_ : h.q°utr V PS -J1 VPA1�u al,t.+ -- 4=4 No Yes No - WA a5-�..5e�twla J.d,,.,m. €rrN,J-",rIG'll'.}f5f^Eg «E .IE-n. aZ,. W .,a.! +.r n .. .�"�: 4=L ..,r SL ki-�s..� .cA k _-... ,,'a ,I.i',3T4 t56 Ya3 No WA 1-1 v, a_-'W=_ _-3-�"Y . �a,,;.J ,.,..:MILi,Y2rSA.4or,l",I,,e;.ti.GFil'Nra'.r.cTQf.,K.,:'I, %. ,:JFIa fft,tt No "rai No WA a:j Id 4d L - 3 M w Z r- �3 .a >t 4sw3.t 1 I dt M1 -. I 1 �- _ Y. r f :4 No Yn No WA sL S,':9_.n MA1uh,Nh " r __ f_,lli -'. ..S i2, .r,] Y I,V11 - . 4 ,;(. „XXA ,u, t1J1Kt no '§`as Na: WA, FL'' ",,,'a 06per.`7'r,€l of BIt'.S,ir"s n' t1 Pro i".af Regll '.tov 6' r-t d2 wal lt,l tt) C'06Pv. 2WA SeU-Oaels W*-M P1oduC1.Al5pltttlat Applicacl t Deal ._ -,, _. , , .. rvL:e. 1. -S 1 a Dare Parr3iraF., go ,Z. x y 'Altn.r'Jrar eo-+t.- ' fit ,„„,„wa `'ter"a. ' alarwn.:,t, FaCAatlrpaN .. .. , i ., .,". vV, .ir, .r1'.,�_tr�...ru. D + Ja„ ff 'Su..9r F 7 _ tW1212=1 C.Wl mn 1Dr23,P2lm 1274,51 3 A;garerod ®as.a2'w;: F't . ,. ':r ,e ,f ^', 0: . =;V: Plla J:tlrtrvt t w^tP 5l..mb,.. , l`.tr:'. `MI 1Str.' g 4'.311 FS,, lt464 m,r ARLUMUSUIZA haammumum 1w nr txmbdwnW 4111y'9: -F'::,_aw_Lr3%kLY1"; b,r., n Nim-. 1tsAwRmjlmmr: r1L1DM ft-k-4I_is_3 i Zack F91YrtZR"Alawit Palm" ,a::At,.,'32P, 4. t�ti �., :t, '.,'.''Milt a nfi::i€r; m- rNv! t`:Isr.;xs , r. „ r 1, ',' N'r5 Yes Yes -3toQJ;31tW nim-Ns rl t: r pe al P_,v" - _da,lfl`^rM'a2,3-�$`+tl,2, g4,v . 0,4W.9'r Jakwt ,E 'C;tz,.g lzz+,,.,_.. No Yes Yd -noai-uso 4 ,, 1"I. ,. _f�l ,. _X.7:%<-'. W II d� :W A,wKtl Y o'er{+ti�h9 a tR.. tr ... No raa Yes' >3as4gt36.3P T 411 a . _, EMl .-r,rrw sa,3tm oll€ta Depar or 0 Bu5k oss g F taros anal Regulatton F"1 oft 81tltfrngC,011k1s rY14,1 "ka'WaRls - I,rilAM Ps,oductAppiolval Apoicalieft Detail F'6:at+35;H3-f:h...,.,..,®.....•®.,®e,e®.,.,:�....,...�.....,..m X IS 9Y . 4 "I I . ,rrb .., ...'X:€,v, u,3.. ym.,art. 11MUELMI €r <,7S!JUU= y'C&,tm }t FBG#Iwsand AD 1111111111 Q ,1+3rr.. "it . Ltrr,j^.. . . .02t"- . =T_ emL?a a L,oe. t r2dorb f. *r0G 1 y = a.,-,,Ty-..nA::r: , Dm, w„m:;,_"r xta !-*A)! rasa..lau"ej­ I,r „,. a .aa.,xla ! Ia ,..!m > .r aaa W , rr7. . �., nrn 64? r.L. �r.d t.k..T -I _k, M a 11-gr.N4l ,v gt . n.sp pl, t a qz t1 _{Y,".5 le., Yea Y.s WA <,x. xr,ltt�.,.'nt arxr9,. YtrW klSt C, gwtJTt€"r7l',d,Yf F,.4i;srur J F it otres"ttt mil Rldgsaillkrr tapoI 112 Blatzling Cados a nlw Standards trwml PreadurtAplllrovatAptlic:alion Dolail t' _.': ,..,.,. _'-_;,a - 0ltrktyr.s_ tkt �... 1701. Dal. peodlm a." Lm "r^,Tyra - 1 :'sv "' - i"la¢1-`" iCd -ik �.w L:�. A IOOGi� �2 -r.,-,,, :.-_" ,r ,l ✓c,.:.wr6m,;l . tram,Y,151,,%,T :'dr. 4 a, r:l«,.;':!?a ,R vxn VY WO, Pr ifrlxm_t2t7 P,tl`17=' i512MA2w AW4W4 ',d:•-yq j. ;_%-4 ;.x' ff,W,Oa V.. h t.... „ Ir>_ r?.ba[tx,rl 11' ,A7"'t945A „aabra,rV,eft E7Vka;g1r.T,d laM ,,la=§.r.:rrr 600l :.Nlfl ift t "'.16,60d t 1A'.1"arn k,Wq rrr,: ; SLA ,:.. ., ,%mtnva+t&utasa- ,-Mile +F�[ 4 ,,". L•pn'FVrm.waU,,I SL' Y`,�M'.,r'f"gStt�FP. R4y1'.4ZLL'�;M-2.1- ,,,�[11MI�4prf�rlfiPtlya n)4,MZ 0411 la laY^IL , - I; '"li"1 „. `T!Ilm,,7F,wt '., a ua, IT I, r.a. ]l r r +1`t�L�'t.- N o Vol' No »+`r -40 i � Wlwe ;`'W" a) I" a),~, to C6 a), -1-+ o -W -� 2 I a)I (D 00 a; � •mil aj r-+ � `(n 11J © � © a) © 5- C .9 Lip.- © „'. 0 > ♦Z (� i CU � 1..L CL . � rr.,�-l' U) 4W 40 40 4 • SHEET �0. PA 11 0 * Florida Department of Bminess & professional Regulation crille 6 or s Florida 13tiparrhinaut of Business & Professional Regulation pawior� Florida Deredirient of Business & Prolikissiolial Regulation V%W! ��' i Flandra OmporimprE crt FAi4iobni ,�, Profvs��oinai Rvilitulation Poo 1 &2 BuiNding Codes and Standards tas&022 506rig, Codes and Standards 1=11 Building Codes and ftindordis , � -, �' � 'to Building codrs ti� �' ndards 14-421 � Product Approvall Application DoUll I . . Product Approval Application Detail . � - . . Product Approreal Application Detail . Pinodimt Approv.4 A Kitical ron Detail --- - �W'zD �" ,;,- - "gi - - - ,----- - , � �' ` F- -EY�- V i '�-�-"-! W- - - -- - T"A " ',-i,,�" -1111- "�:; 1 41 , , 1� � I i I .� �li%'= -,�U���O -- - - - --' �,-i],,;7, ... i � � i , : i � R'Iti'11510 a. n p, .,,.,��,,�,�,4"�r,�����,�����,�l�,�7��7�,,'�-,���,,�,,,,, '�' , � i , $,' ,1 1, , .H' 1�1' , � � , �,jl` �j �h I p W i�� i � Ni , , �"' " ' " I I W ,� i � � IR i , � 60" �,"Ll�'§` o ���'EIQASA'1:6� !� � i! "'6�'� : lg�ffl �v ,,,��x,�,�,��'�7"'-'- '7�..-. � _� T �,i � 1 " , ,� -�- , , � ',, , ­r - - I � . � --- - I . I �r' , ", �"4-�,����,:,�"],T'I:�:���,,�.,, ' � I � I L I I I I �r , i � � : 11, I , , �: - r� r �� �rg�� � : ' ;; rFr � � . : �'T .', . .. I , � I , ­ ...... ­­ r r . � " , I � , - rli��,, ", r -- - -- - , I — � - - ' � ', ­',�­­, - r r . . . - - I ' ­ - - - - - � , v��,��,�����:li�i����,��,',����S�"r�', " !� i , �!"'Eil�'-"� �� 1; 1, , �::��! �Iill -, �' "'! �! 1111:1 ONE 'Rk ��P , q l ' 6 , I 11 �� , __;ii LTM�121:11"EP' 4", �-�V'-!"'�'��'�!' .�E"""�"' :�� � -, R :��N� g,� ,"), r,�, "'� "�W i-V ,. ; , I , r: � � � ,� %�`,"'�e-"'�t�� 6 �'�i ��'.',',�N �' �i'W'!,�'�W,--� �q&-� -N � '�r�'-' "n'i'l"' ,'��;:��:�� -'- ! : ': � ;�i � ',�� �' 11�� I �:�4"i�'ii Y�"� I .14 A��-'�' �L-1111;1�-; .1-1 : � � 1: I., ':��':�5� AOW � I I i��:.;�:z ��� '�r� �iffi 1 � m !� :�r� � ��' i:�i �:i�rr�i,:' �.: 'j � i� � ,! . , � I " � ` �� �l�! �::�� r �: � �� , � i : 4 �' ': i : -:�m Y � �14, �i:: I I � :1 I . �"'�:-' .�-� , r. �-�'�: ij C� � .'%� i� i r ��::��:i::5,. , r I . - r : � i ` : ��� l�:�:!�� �� � ��FF� , I �W "' ��:p �W, ": � �" ­,i ... 1� " � " r r ­ ­' ,'r . -,� g:�; ­ �' r � � IV ki � �' I � 4 . - �. Z�' - ­ ��, . I -r . " , � �,, :�,­.-';­ - � -;--1-,, . . � '-% .. . - I , ,- r -, -�- . . I . . 1-1- � � -. . � I - � � , �'� � 11 - -'�' 'r . - --- ': �' I � i - I �­- toowAc - - � - �- -� - �L 1� I r - �- , � F �--- , �-i�'�:�� - --1- i�- r � il- - � �-'- - ­ , - �- - I I . Y�i� � � � _ � - , . -.1 �� - . - i' _ �- : , i, ; �-.- -�:��7 � ,,, - - - , - ,`,� �, - :�:',;��,' '� � ,.,. �� 2� � ,:, _­ - : __ ,_ I I -1- I , � - r'; � � , --1 �: �:.:� ";- � r - -- �, �r, ', �"' � vr�� � I I � I I I I I I I � �: I I I I - r � � ��: � � : �� �L � � P � ���p� '� r r P"--� � i '�,r , _' - r . � � ��,:,:: �-i -r,,,_ - Rim I1111111 2510 Version filanulactutair Drift or 92MMId Engineer & License xtwwimm 20 20 �fitliiaalit fitiWitalt peak Fetidly PacApaurvai 20 Alkaraved aim ,:� , - : , i, � , i 2, so& 1� ri�� � ,� ;,� � �� , � ', � �: , � �; � I , i � : I,.:! '�: ': � . '. � � ', � I , '7�r'�$K;!�ii-� � , : � � I �' �: i�!:': � i, : j,z: �: � I r ,:: ,� : r ' '�' L. , � � . � � r ' 1, 1� � : I : I �� , �: �:, i� ; !� " r , � % �� I . andin, m I 1. I -:'- L -.. 1,7 I .-,- I. r � , � - � - - . � K , - I - I ; � i � R" 21"I us � ; - I clik, � — , � � I � I - I I -- - - L - I I � � r � � I � - . - � 'r I I - I - ' - I � � - �� v I - -� ;7]��- , ,r �: � I "�' :-, :' ":' --- -� ;: ': I r " - - � X I , I- -�' I � . . I . . - . -�"' '- - � I _r _' - I . W 00 a" Pmdm �' W, I I 5'skft I - - � L ',:,r-,,­ 2'�'.cx to, 5 r . - - --- Rft 20 so-budw �.:' _ , rr� ­�ri'�" Aft That virrallmult ymadabo - QUINN Yjakic poor"Aphuror 2itiddlidird LIELM22)A hlix-� �hl tWll�-- I 2�--- lfff--"�'-� C� t ktl -- -it-IANuilt, iW9811ft Villidged &FIR111111111 jr,&&%3A ADWQV§d SA& ReAcron 2=0 Tharma.'riu C.qx"Wn slarvit'liciponian Lyndon F Sehrn.W P. E Ryanj� K.S P.8- 1=7r" Mier" IWSQT21 12rifire= APW-kid Jcl�� L � -1921 -- ��-�Z�11 234, Dli -��" n_ -'� I r, - W �" � -�' A ,Isk T � - i- -,71k-t-- SZ-A A 'ro'kh as 11021MM 1wqMM 11,29=20 AW*-d Vatirilikey EKIwim Ditore (M 8437M INE434co talln7674555 hTrodkin 211,X PG!rkr0jW$&% WArd dt sir -co - UP k4kirri-Dade SCCO - VAL &�6 Rommom _N I i A I !Z10 fk ,I I f1V1r1?1k?k; 1 . . XW.WN AW-1-1 No.- 2020 Mr Im"dow's lad Dow$ arromedw Arneocaniuditeoirau $1 �n M Jilai, PE 11:006=20 ic-TIVID211 lan'A"' r �' — I I -ft'P41VT M.- L E�;' ; 1�5-1-"'r� ri'- ki�.i'-'- A-om- t�' i-`�W4 Stubitatergary, avenging 1- imar Doot Assiallithes iijitapervioraftininvoo Masonry Wkmd&- (911)485-000 �766)'31p-�W comicilD virridormi jqf�afi-Kix lik-uhtct-A-fieficki 017) 31 r-W4 �;---' br�!-'kc'15i""'! complianceltivilhod Eme"WriReportlimma th Skiril, ftnik IM10061depondA.Ifter. C 3-tritategoly! HOUCKU44are, b.M�0dq.hVdAnkVr SrMC-n�giior ,,'- Fitirks. Metteremad ia;�;W .ra Uarrisad Fix0a r*MN- Midbat. Cr,rkt,knioo Makin, or Urnol oic L I I tkkknirlar". Upphod; coiffloom Ma* ki, 4,*a 1 1 I C-vi- 4h'-1,A:-t[1r --.-�L , 1 -& " Pirderax'"W Evneear ridritatm I.L �- I �,.' '13.9- 1 T1.4"", I F1.11112010111141 Plgdu QuIbmildusiga Aggailgagatilided egaitaugUilLgar kmLfa otgal I . . 11reduAllkalui A"Mk&Afw-kft Aputffi" tor Up P�W� I guwl *.6ma4laul &&gmsuKm AQVXMIL%.ft bA" 11110111111 ou,iftypkmuran,-t AMbilidjaiii,ft Approwdlarjae, Laillitid Qvidam U" F19=1119ftaxilliummame ftWW ausidocida C&UMAdinkALtm2a VIM QA" Ilididisair L friuklise : , , " � : 6 1lgL1 .. an Way Luiv" go in Quildrow � t__, " I ,��t* I -'..-.t rdf'�L�ty'D,U"l .'11',-t r , 1�i'A,s -Pjvii�r&n c0'#k!D-94&-4!20-Q'& 1�qhliil"V-4 fwdstam ft*skft S-N Prodult Nodall, liftrater or, Maine I contrast EXDO~ ow In HYW Outswer WAU pnftmnl pfwmre 2 a145500 iLwsir Piece. Irriped) . vlro 41.�Anijl. K.g prArkirkv 0 7P.rw7OZ5 loii Y*i ",, I r it'. � I � � HA 184 ron iindlosnonr Priono '�'-3KAI I n-kd.d c'pr� 021ASIM4 '"� YW4 No .K'&", I . I I A I �'fj I r . " i �'� 'F"".11 �- Zr1',"1:!!s-0S No Y" No -tiop" 1 a. Therme-Trur Fiber-Onow arid Sirocitti-Snar NonmI6&M8GqaXNrm-jrnpNi&qjjot Opaque iW112M No yes� W, Nhi, . I . I I I . -� L: ' I Gornpinier E4#a Filierglam; Single Dow . . L .1. I � L � r r I . ­ � (Inilemitioutroolmi� ximinfigumboN � r . � I - 'r, � I I i 2 L ThermakTru, Piler-Chost; and Smoodr-Star Nomine,168ift,811cluxt4on-ImpaclAquati Oraquir 12tav= No yes No NIA Composite, Edge Filasiqlauar Door %rith I r I I I -qdWW*) 4trowlitilickitempe'v., CX or = L -1 � ,i, I -." I - 11 I I I I coWguridions) I � I a C. Therreft-Tru Fbar-Classio and SrMWK--b r Nominal WSW: 834*Ndii-Imptiolikituot Opiquir 121311= No Yes No WA I ,I Fitialiftsit, rarktilialla Efte Double Door wide or L , widlout Sidelive; (Inakirgifthkinrig, XX or 0)= - I � 11, . I- -1 I - � i 1 configurations) . I I 4 d, Tharms-Tru P76eir,Clesimo and Smoodr�Srnrr Nominal 7U3a0&qLMNan-1mpact&quoi; Opaque I 2.1 IN= No Yes No NJA --------- -------------1- C�� Edge Fiberglarms Single Dow � , � . . , . I 1 11 1L. � (loinklingiMWAng� X copiligura" 5 1 a Thetirwrtii Fbor-Dasito and SnWAh-Stw Nonrinirl T&"*,0&trudzMomArr"a"ot Opaque 17)3112= No Yes Na Kill, ! 0"posite Edge Flberglaoil& Single Dow antIn . I Sialorwail ilrukaringooftwnq'� XO, CX or OXQ I 6 t Thernits-Tai Fiber-ClatiltJo ario Sirritiolli-Star cionfigundaime) Worrell WimPaquat"oh-J!"Pactwict GPQL40 lzai= No Y16 No NtA Floncla Dripadirrient of Business & Protialkslonal Riagolatiort F."P 1 d 1 I 9wida ciepartment: ot Buslin,oss & Professional Regulation �1- � I I Fw'�:Izr .Npa-tniors -," sx.'4,0D�r & Pr-;14x�s Omsk R"�;tatfor inke, I of I Contilarito Edge Fibleglass Wngle Door Buil Codes arid Staindaficis . Imr.mi Building Cordes and Standards I � � � FFALJ�kjir'q ('!"�Tk�s'iknij Star&r0i IMMI iinawngfOutrawingt X mriflipradom 1 7 g� T hamme,tro ril;lrr-Classio ardl $rrmth-stair Nm*W alldiss;Q4quitUtgnolinpoctliquat Daictue Corripolitzi Edge I'dwarlass Single Door will 12al r= NIP yonti No INYA Proottict Approval Application Detail I . Product Approval App#C Won Detail I i Pt,nDluct Ar4puDY,WAppY' -Uon Detail � D: I Sdelda(el 0nsWr9tOuWMr,g�.10, OX,x OXO , , � � � ­­­�­ -, �F' �'i' �- - ' - I ­F:jr,-- ­�­, 1, rrr �i- - i � ' � �'��',". , r�n�L � ':' ���.�':'��' �. '�j� � , �� ': ��' �:'i� , D � .1 i , , , , " �� T';],'T��P _ - r , � - L - - L I - �, - i� , - � - - -r L- � � � - ' T � ­ � I -1 I � I- - . I - I �'L '; �'L: L;'�:�­ LL I '�L �' L E �� . : �­ E!�n � I L L' �­� LL'. : -[i -, -" 1P lz�� ii, ' � "'-� � � _"L' ��';'��L �' :Z:� l: , I '��L�­�'L "�' "���i�!�!���!� �i L- I 'L�L L3� 'L � ,::� , , Ni � � 'i�.: � � � �-ii� 't �: �LL , -----.-.--11.- I , � L I �LL L I ------'-"-- I I �- - L � : , ­4�1� 1 � � l�q � - �V x E� r� '�'L � �� , L L L L L ' , .--- �� �, ., �' ownigurritiorsq, a K TlielyrwThp Fiber-Cluistric and Srncvtn �SW Noninal eMS,0*kotNDn-Impaot&quKt Opaque 1 2 F51 * 02-9 W yell No WA , IF ,� �­ 'T 7"r _�'�� � �4 � ��� "r . : �' �' I . - . ' ' ' �::: �'� ""i ,", :4 ' , I � , � ". " , " � -'� :"r'] fl'i�' , L �, �-,' , � ��­ � �� ':�:'o;-- .- , - '_ . - . I I I , , L 11 r -11 LL , I . i I ­�, L I I � � - I � L ' ­ - , :�:�:� , ,,r , , L L L - :: � I �� . I v ,- - - F, I I ':� I � ��% L L I .1r, r, . . ' - . , , - _ , L' � I - - I - - �'� ��' L -'r , - � , ��- ": � - I � 11 I �­ _��'--' � j , i, ­" , , ': � � � . - � 7� 11 - =1 - � I - - C " - "' ' ' -�' I - � I - L ', . �' I Atawlia ��': ��'� L I � r _ I r - - - , I r . � � � �' I � I - - , ' L � i , , : L: I - I I - - L , L I � _ ��L 7 �L - , , � r -, . � .1 I L � � 1 � � ' I I L _ - - 'r I � -1 � , - I �-� _ � � � I �� -- I----- I �' r L , :- - �':, L' � � -, ,."-- '� "� L , �' r :�: .' � �,%, ......... , � L L� " " -11 � - �� - � - --- I , I � - - I W I I I L I - " �' I . - � - I :� �i -- . ,--, �' '-�� I '��' �­ �' ' ­­'��' 11 "I �';.;�K-�' �-'- i i��' rr !j �;i � .. 'r '�� �Ri _ , : 5 : I � . -'. I � , : :: � nr N�i'P� , carnpoide Edge leftergran Doubt& Dow with or C91111 � � L' '--� L ides 9AS lidazigem Riga ralk I I I U" aim Lit-ptoIrm llliz�' i �Zte� U'lue .i W. Jul DALftoAm us Wittouit Stellate vnrikhrwoutiwda�' xx err DXKO 21110: vy.luo Balawlikut, C-teol vimdaird a. VAU" submitted PSCA-mmil! blupun,ml Bow_ 103, YJARE MWAC!s�AL'& 220111:1 &Awn A 612m, �Adlftil 9x X&AId litcallid La"inialzill ilhzx�e W-'�-- 1 :.=- 'xL 981u�m- &-latail klL1ftLUj-&1tk12la YA Midget amattit FWAMMW apamm Aim 0 t Themna-,"Ttri FOw-Clinkric and Smoorn-Star ornAguratio"s) Nsclurkad &"W�64quhdNor"mP3sr&qkpDt Glazed AMI r= No Yes NO Nilk Ain"Wirth 2DX F-GIFiftWo,rift J.M% R02DWILI Nltrrrii�Daft acco - CE R NIMMA No. W=1 - VA 1 �Mjlmx I 1 Xr$i =n 11AIrM20 k, Fir ".0 R-nixin M 24 kin 'ro.d- ."d rieck. &W Sri- -, 1.11i, R L -*, rE St.- hit. Web, PE " $MV11ni 1W&20,20 ! M W250 M l2m'-21;�� IL�,-, � I �i� -'11 � �'& I ', 11'1-� �110�-�,Dl, N'� r �-, J� : �� �- .'p sC " D L � I R, ra��'�-U;cew= ""Z I 1,05M?q - - , �kk.020 1 in irlm AppreAd Onniplewar Edge Fiberglass Single Door tPuirw vhm4wr (041�46"luflv I 0; s 6 1 3 1 s -2590 corbomi, Dwdo'-k 4 7-175 3 R5 L�'kco P&Ei2-,T 4 M-i'31F-8454 CA.gw,e: M-- L�-' i � 4-01f, � -,� �4 = ,W, �- -- (Inswrigrouarwinia: Xc"fairabor.) . awblutk.iiory� nxmt I roifts 0 ftoit neturtitle ii. a sioc'ehigonr,r NVIPMt r�oNssitrigoilwo L '--�- 5[:M'C,�L?�'j �k . �,,�,r,v��,cp,���!r�l�i,l��,,;���:�l: it) j- lrtrikffw�'tru fairkrziacric line ,smeko"ar NUncirkal S&V3Q,8,&qt1DtWM1rrrPaCW4U0t GWOO 12onj 12022 NO YC4 NO TWA Comolio" Nedrmi� C bilHoWim hkirk or 1.191.9 mi L capplac 491rod: ekirceinin "ickort korc% I -W'-��F:�-' -,,Ii' -�'k­-L�tli:, DI" Unirwishe Edge Shantou $met- Coor imm -I.-k6 Rmthrit-r! ft'lift. �A ii,m,niod Fl000it Sithelliths) I) ramingiOulfirwAng, XO, OX or 4D,X0 EWHUM20lialn P1 rof'=k�kp E'EX­4o" I &W I Al 11 I O"INU;Vbons) , I 1k.p,,'A-kpsWy LOW wood 11 k Thermair-7m Fiter-Clairsx; and Styr,cliv6sur blinorkil "W'*-.fj&qWt1N1Qrr4mPa,z%qkk:k� Glazeii IWIMM No YArs No NlA it" PIOA& Model, 16,110" W HMO gd&.AUKEM Pit -Aid o"alkidon coldrad Exan'thaor 2113t LUUMNLWLibm AwLqoglwjta it" It, "W o"Llit RftWA" hWI611 k ProoL,es 1 A " s Al Y�'444r" Irf,mJ*M'jig�-fil i'ao,,�' It �T411#-j P, n I I [t� V I i; �v oks, I Zxff-'Aw t� AML%-4929 Use -%MMM ft elwffiz O"dt 2odW resistant fteudidir Corkinower Edge Fiterilaw Dwb* Ow win or Woncor smiloare orntroWW'Dinisirying� xxor OAXQ 5 M4W �Lwgo ritm�* Impeo" I&A Fixed VAridws 14Mr02,5 I Y- Y" kip, , WA Quality Assunrin" AWWRILWjdat ancimead to that 1110IM221 L-"W�a) I � I Nr, irgiri s f , , i, � � Kl'oi�hnll id 1 �i rA 1� '�"" ' ' - -P'A AkiTwiviii 413.ivi D: i':"T-sztl� yft yet yeo WA W-ficluntio"I'l ANA Product AEG" Number Qfjidga &a" oemuniter, "War�mil 'VnmeW'V-Q. 0, I W'-7 o-Wailladit Usailaii E � 'H'-L I 12 L "Flernia-Tru fiber -Classic and Smodill-Star Norpeoll 7&#U.0 aigairtlituri4pipaddliqkX Glas" 12131 r= NO Yes NO WA 7 5FRA Wq- N. yNkN yio� �4T� I - L ' compicalle Edge Fibotirm sm2w Poor thsomntroutPerigi X Winitz"on) I I 3A m Theirmo,T- Ftimr-Clescic .no Smornw,Stair Nmnekid 7S#V;0 &qWI;Wr,I�pcod&quck Glackkki 0xiepcernse Edge Filivigralke Singes Door War 12031 r-4= Me ye� No N�A, I SdArlie(g) Oftsimese01110,101119; X0, OX 'A W +-- conflummorg) --- 14 - Thorrina,,Irru rilodir-Ciennat and Sinknoth-Star 1� Nandrum &&#3g,�().1!ielu"oM-lmpPd&quc* Glazed 12131 =2 No Yes NO UrA Curriclairtia Edge Fiberglima; Single, Door . I idwrimWokuhriling: X =ftorobvit) 15 o I'llemia-Tru Filor-Claimic and Sinnourih-Sour Nocir" 58030'.0 Aquottilork-lowmeatickwo- Owed 12al r2m No yes NQ WA Orrapillike, Errar Fittwuses Single Owr win � Sdalftetin PriaminglOutramog; )*, QK or 0XO Florida Department of Businesti & Protheistional Regulation pA,k, I ce, Florida 0oparlinnord of. Bosiness 8 Proression-al Regulation P�� � �c rikcvisik r-epa-hineril -.,I Stmirkiks� a Prde-wtonaf R",iaw.'-� lrior,scUt It p. TnemLwTru Feler-Clearric and %incoth-Suir configurations) Nortunitl O&rU-,0 illtuatirtion-ImparciScivot Guirw I = =2 NO yas No NfA Building Codas arid oftodairds . . "V"e, Eilliding Codes arid Standards '��D�'j" L , i i i3tlodnii coctc�-' orld stancafds am "23 Cornimintar Edge F113"am Double Door kift n, i vildhouit Sid elfteir flowAVOutininnor Xxor QYXO Product Approval A Detail Product Approval Appillcutl0h Detail i Tki-oduct Approv;irl Application Octal 1 or"Uraborm pipficallopt -- L - ---- -- -- - - - - - - - -- - . .... _____ ___-___-"-L '- - - --- -- - - -- -----7--- 17 it Tfiriuma-Tru Fiber-Cliatme and Smouth-Star Nxikiial GANGAI AquotHori-impliclaquitit, amum lzaia= No 'fork No WA I -- �-- �--� - - I r.,rF: 'L , � " ' ' — ' ""' ' " - - - - �' _ " �� :,h:,,,r --.. . .. ..... . . -- ... - 11 �x - F�: ��:: L� ��:.-. � ..... ... � ... � ... � '--" r -1-1; 1, -,, � ' �"' """""""""""- ' , " �- - � � 4 -­­­ � . ' , . L ­­ ­ ­ ­, , � � � �' � r'��­ � ��, � � "-"-'-_­- -1 '�- xl- nr: N :. - . i ____ ­­l,",_ `�� - - .- - , - 1.111r-.M` j."-T�;n'-�� � _ -, � � -_.,'I,",- r ­ - '- " � ­ - I -_ ' - � - , - - - - =� L ;-- � r .- � � I �-- 7----- I - - I I I : I I I , "i,'rL" . . �­ , , '­ ' I 1: . �,-ir., ­'��-�'��"� �r 'r�.� '[ [..,r'., �� :r �� �' __ . ­,��rr­,,' �j _-�,Z,�,����',���r����,p��k..r�,�r�r',������� � g, _ � D'it 'L�i -� , " , Composet Edge Fliterillear S10910 Door Will Persian (Ins�MngKXOwAng�,DlXoonfigutAt4m) � � , - ---.- -- - ­r -.- - r � � � ��':,' i, 'i _ � _,_ _ --, I ­­ - .' � � - '' - � e-`, il"."-, " � � ­� � L L -�r �- ' ___ , , -T I r. � _ � 1 ­ �. �r � ­" , � �� . �',����,�P,,�,,�,�L�:'_'_,,_,�":_��,r,_�L,,?,,,�,,��,,"" . -- L� - , ,�Z� �' , .'� , , , , I - r , I , i - � 74�� : %17 , -i�:r - "7; L'� ",­ ­ - I r . � " , " - �:' : _� , ,�L , � , . . - - I � I � '. - �0: �::r�'� �-`-'k-' , ij , "'i',------- :�: :�� __ ­�� "'"­­ ;�­­ , L, I - ��""_ —i - � 11 -11--- ` - - � -1-7-:7-7" " r � - - - - - - - - ' ---� �� , , �'--_' ,� i -,'. - I �- ' , ,:� - , -`------------�-- Z�---- - -11 - . V�' - :-7 � , ;'z7:7- �"' ..", 'x��' "", -;;x ,��, ��' � � , , I � R I-r- -4- -z- - -- � .-" , --, - �-Z��Z � � -i'-, " I I I ' .-"...,.�--.----------�-1-�--------- _ - �111 � - - Y.-- 2- I L L� iii,::: I i ,� 'i � .,. - �7�­"-, ', r ,, 41 .. . I - � - - r 1. 14� i, 13 �: ��i: - i�: �': - �p �'.����:�'��...��,.�-�,',;,��Z,,". ­ 'L r'.1'...'�.".�...L�""-.-,,-".".��.".-",,.-,",�'.�"I '. 1-- -, �`� 4�7-L ��t"'-'­-'! ­.r'r,,.--- .... - L, % v � - �ij.-"M �p' n �. -, , _ � :� -�, ,j-r � 7 ,', r � �-` � ' --r-.- -1- ­'�' � �­ � �7 I , �� � ,' L�'�� i­ ;X. I � : � L , , ', . . '� , , _--' , ,I ." � , 11��' i � 1. � �.'. �L r L� - I '�" �i��: I � � - �':: i'� ��,,�7!:? * , " 'r- - .- --�: -- � -ij;- � � "' � -1 1 �-­ � -' -� ­ , _ ' J-11. ­ I 'j � ii, ", -, - ­'L Z1_ ,,'�'Is'-, -� � ` � - - - _ , "'­­'.­-_-­'­­ lr,,_,,__ - 11 '4. 7 L� � . I � . - 11 - - - ­ . . !!Wsl�'1117ftla i L I - � I L , I I I I � I - . - 11 . IL I I , 'K. , I , _'IL' �� - .' . L i' �4: : � ­ffl`�'r: m I I r� 4'Di 'L � 't rz�� � "Lir" ,"�� �'re � r`-'N - � 1: �' I �;; � 16 'Therrine t. -Tru TIber4lorano OW Smooth -Star Norkidnal itairm.'eAquottion-Iminiaschick OPO4we 12*112= W Y" No NWA __� __ _ 2M -­ -�'-"'Ti r­rLj'r . , ,L4 I � , .1 .- - � -1- - _ -.-, R,- ='- L -- , , ,,, Rib 291 2W EM09 2" I � r.9111 ROLZ 20 2ft cmipmdma JkLI. I !2ZI11 ikiul'a RAS am 2XILem" ak T Ala VIE= *Emu" CD440 Elpi-m-A Licarro, �699*W YOU Aftaw IX&MECO Auggow Militia, Mile Yemen Awallailim &NMAKAIVAM laLWAILAIL xdwm Wallis" ZAQAKMA fam4lt4 U911-1 1 Z= Y-.1--- tti.-aiuzu'um C-A- �.-M A 1kVk-- t=211LIJUIX. Varkilined sutwitid toLdidlit" Annealed 20A Slott" and Trarwrom (irnmr.aKrokiremnit 090, Q0)( arOJOkOinorifignabonki 4-51. 20,10 atro" f-rcrint suroue Prookiaor, kn�r' Chad Okirocr Y-Aiiii-I'mi johriokkdhoro'9�5- OtXVXN i2i!1440" 010001 ,*-9 FEC An,--- R"mon ZZ Ankle Nick T11mrokm Lir"dop F� science, P-r. Ryor JL "it, " EL UP.&M21 ditnW021 Q2rl=ll 04(12, LT� 4�,.'-1 I �'-�'-', 2�2j i�'," tbao',k'Z�'r qwm' plpmikw� j4ncrlirl K11001,111 -E 12"$ M.22 i 111 I*= IW=22 020TTA23 AW-0 10 ,9, Themlar-Tru Flaw-Chunino arid Stincoth-Sext Nom1AAIs";eI&WxtKq0"npW&qu'Qt Opaque Qffl= No 'Yen, NO Wok oekkqw� Filter VMIS �M) W-�M PI5-0tW14 (35Z W-2m$ carrow. oninti yttlic 020)W7�23lir P-.43440, '113F 710-SS55 1 C.I.ior.r RC,,,';',. WV'735'1411 FeIR116 TD�"W'?' V.I�q Composite Edge Filiertilaw Single froor eath 1UbCAftgzrr. Sell -0.drd*na%a%ee.mWrk Ir'beakir"r. soffie r.th-i p-@W.d#%rn S"A<'4.��'Y '-'0'--'�:D"1i`­ 14e r, L �� ­�'ift L SeWhi(xii OnvangtOilloWmar XO, OX or QXQ comirdaricir IlMatiod: S"Ariffic" R-Pol " a . - cmilimonto Method. Evaruwa,t How own a , , � . 'Ornpr[�.e P irrNIg 7""�Iw'm Rtp��'frari D Continuous Head arid So airliquiraliona) FlaidlifteashimV Arcrifflact o,* Uammil Fs,03k 101.9d. lit.ghlbi.dA,chitwor or . U-sed Fl.dd. P101'jr, r�.5i&!�,'.�Lifi,h-�A' R � �-I-q P�x0i' 20 It Tharim-Tinuiriloar-Ciassic and SmalarkSair Nominal SUM,I) SquarrIarri-mipaililquot Opqua 1281t= No yes No WA pnor-i-I &4,4. prolesnumbt EnItneer I "�"kr�',,-W r--';i'1 - I Compoirds, tdort Fiberolittar SOW* Door vft Siderile(aii OnsviingiOuttiWing, XO, OX or OX0 FW1192-0-pagidu UgUIM11=2111113, i! .4 � I 2ka-A -1 ft'& z A continuous Head and Sill minfociromm) Quary A"Urantol agaillitiditerusk Atiorionigitir lm Qffilim Qually Asurinct Am"wed for Arkaromadfar b= �D-"Gn I PlaM.&ME'dirl AmLine9i.ya AmEhid.tKUS Want 2mm 21 U. Therma-Tint Fbirt-09"Ic gird Smooth -Star Nominal 619W,8 SquotNon-mirawfliquot, Glazed composdirEdge ribargrava thila, o= %o i2131;2M NO yes NO WA ANA trAlKLatmtwko Udmi, uRtgaLum -it it= Qwbwkdm gf3blmt Parties, -5-14-* Royi moil!ekiii-bg W qmw Product Voky"Rom comirmflniplaormax #I HvKX "---k*WdH-4 d P-- , L. .'r I 2'.�&a'.KL-Akk lakno-g.'I. tkkmic CevirjEj r,kori-, 111 I 10017, EL'Adim-Wat t�Lq�� 2A96"W&K Resistant Fiftiviv 56046%) ilmrieiihwoutswnii� xo� Ox or QXO i C-*.,* Lap %dbg in'". -k I.P.4.5 1141011,610i Y" 'Y" NfA NkA I - enrot.'riesiot aiNk '4spitylyp �qopr 17111c(10,�! ,jW!ff' W '��k No i'r�r�t I - 'r- ­ � �-AKD,i,Uq,,�T ,0:;T,�1,5irF �,i-F��-, 7 f- I Firj'�'iu.'A moirw"� '-Ub� - 4�'$"�� 5�wv 40 , ""t'�D��,i$ No Y" MIA WA Contrittorm Hood am sit configuiriums) 2 Hariffirtekink Lop Stdir!; fbin,*ei,ocki! I-P Suits; IWIA2112$ Y" ya MIA K"k 2 b� aw,otAttanic, ricmj.ct� Solid verii - sorrd V.0 We 12131-=3 N. ye. NO � j� , I r 1""":`iR" nlz'�'�a, -pboff .mc-,' 22 v. Therfra-Tru Fbeir-Clasao and Smmh.ftr NomirmgM$O�Oaqkgr4N*P-Iffpm&quot, Glazed I?J31WZ2 No VIM W WA 5 4. &Wd:Q4*V0rnr- Vintage, ENurdirdW39; Som ve"r or --,Ntd crorl sork IW12323 No, ypt NO VA, I ComposkeEdge Fiberglass Single Door with 4 d trwo-'r."Ot sdW V-1 - &I'd loicirl Sri% 1:nal=3 Y. We ,�" ---- I .----- Sidark(s) �asielnp'Ootaioitnq, )(O,, OX or OXO � .� 5 s &WAs3nivo, 0oplicro.1k sow 1, en t or '-�d va), E; 0 he I Tal"ZU; 1`10 Y.. No - 2n w. Tharrine-Titj Fiberitlessio nd SmodifikStar Continuous Head and 99 conlighmmona) Nominal O&A.M.8 Scruckrion-affituiedliquat Opaque t2AI1= No 'Yor. 1140 WA 6 i ",k;5--s-&9--t Soler . V-1 - 'S,Id'�W 'WW 12KIM32? No yi�' No "'.". I complaint Edge Fiberalask Door Parrelswith Vented . I stiodaW onain"010whilmns, XK Mot XM configurations) I I ----- -- -+— 24 x Therinti-Tru Plier-Cllra* arld Smooth-Suar Nornirol 80WA illiquctlklokr4onpaotiluprot� Opaque IMU24W NO Yes No NA Composite Eklare FlIkerillaris Dow Pot" wW WMW L adegarts) �iakiianwoiu"� )ot, XXX 000W 1 c.odgurrinme) 25 Yr Tha"M'TrU itliker'Canaile and amoddic'Star Nommill 6am's aquo'Noewovww4uotl climate I Mir= NO yes No foA . C,onkinksilla Edge Fliteripaw Dom o2mis volikk Vemse Sideakii(s) (I wirian godalming: V, )= or X" I Florida Departiment of Business & Professorial Riagulation P*tif I 010 Honda beportritient of Busiriess & Priolfentenal Regulation 1`11! � Honda a�irxvlmoin of Sut�'Hnviss & P,,Yn,D&rD;,Taf Requigfit;! I pyip, orl cordtil"artme) Striking CoWs and StImilards coftillf-, Building Codes and Standards i il��'� � So !a lo Cc dos 'ard SI-as"its r Dis 10=1 21! z. Tharma4ru Fbite-C.hunkro arid Smmh-'Ur Non�mlw'W;D&que�Non-�wopo&quot Glazed IV311M P40 Yes fib NIA I I coornmottlEA49 I'lliannitass Con, Panels man Varralk I I SidWWig (irrswintin0uhniking XX, XXX at XXXX Product Approval Aliplicallon Detail L . I L . Product Approval Application Detail --- I -- ----....--.­­- Piridari Approval Appikatkuri Detail .- cowguitatilma) 1: � , �' � "L, � � �e�,'- allo" �T In ::: - -- r � � . irT ­�'-��—x� �- � -',� �' .. .. �� ::: r��M.b'�:�7- ­'. r � - � '� � : r.., ; -' 5� � �'.""' '�',':, �-�j�": � r �� " - � L � , 'F' �" , :�� "'� � �L_ , L, , - � .� �� -'-'� �','�-'T���Wh , '- � - � . - - - . , ' ' - -­' ' L� � - __ _ _ _ _ _ .: � � � 1 '0`�i�� ii�,,,iii�,-.-6,"' �: � ���, "_�,-­ , � ,%., . ri�',��,r ..' r r.. r � � r �,:'� -, I - i�-d �� I , j , . -,-��4 LT . -'� t �:': � � , ' � - - - . � ' 'L'� ': !— � - �- � , � - - � 11 � - ; - L �7�m� �� - I ---- . 1 � � -iT: L: x� : I ' . � � � ": ­ - � `�� i , i��L � .. - � - � ,� r L'._ _ -- � � �. ---- - � - , �' � �r �' �;� I -� � - , - - �'� : � �:j �� �;�­ �� q . �- -.r �" � �-- , - ---- �' . � I I ,, r- 7 � 3.Lr�r,­':,' -r��-,'-I"L�L,������,'���!��l""" r i � 1� , '� L �:, i�,' "- , �� 1 fi��q-lpui I I L I . L I w, , " 1-11m, - 11 I " � P�7 , , 11'�'.�'- -111FI-A ,;.. � L'�'J�liL �'��.'L'�� IlIrt" :: '�4l��"�� �:' ' ", " �' " " _ ',: '� , - "'L"' " i�� I "t.'N'k, , , � �'� 11��' � �r, �"D�' D'T .- , 1 L " -', �:��I�� � : � � : : �i 27 rar "therma-Tru Fjber-OasciiD and 6mooth-Stirr Nominal 441130111orrot�Nrim-limpartaliquot Glued I ZOIJ-0m NO Yea N40 War ODMPOS*50neFiberglm$hg[eDmv*h,Nkm.o . adelilN V hakemwtruuyriirig� KD.DX of OXO � F-i ,'' � ':i� �� . - - . %�:: L" �Lj �' � . o � C . . � �- -v --' .:, � M � .___� __ �..'.'.:�:.'M;-'!��.:� : - . � 4 ­,­., ��­;'; �iii -- — -- .- , - � .��.,4� � � ---'. �_ , 1 � � 'L�L�; ��:�:' :�j _" , '­� �L ,Z _ . _'n ��­ --r ' �' I - .. �� I I - _ L - �'r r� � Lr I , r ­.." 11 - L I - �i I L' " __ i , � if :� - : F.'�.-� -- r T: � i'- ­­� �: 11 L � '-­ r ­ - i - I -1 � I ­ : �� � � �' � ��- L I I I I . I - I L -1 � - . lmll � �' . � - I - " I - - . - � � � - � � � - � ' r - ­­- -� ­ ­ " ----'.- :,- ,­ � � " , � ... �� - I -11, � -'---1--- - �� - �i - - -': Z , , I - "'L- - - �_­ , � :r ,-, - 11 '� 'L �"�'L I ; � ' . I - I I , - � � ", _' L :: :4'21 �'��'VA�'L j� L:,�'P� g' � 'i,"" 'Q � -, � � �--' jl,'�' �'��'T�jij � �""' 0 i" i! :� �' '�A -"��� � !: '',' " " , M !; , ;Hl� otarrhouramons) ;.% it Adb= 9" ads a" �Aglag bb - I ;Am I lidilrot "t Q" Redtftarding Alik, � �-'Z' JW& "r L 29 2n valk, Rat 213 zb. Trewma-Tru Fiber��-'Wmk aid Smooth-Slar Nominal 60iM,8 ittapit; Non-linipa"quot, Glam 1 M1112M No YAND NO Ntk IkA V*Ww manar'schum contaift Asking" a joerair YAdAkid By yjhwAd subobw 22AMURiat Ao"*A . alus, 1" VKON, martrocluW Qintw firminineraijoilital Validated Ith, YAWad Subirrivid Flo agauvim Akllui--'��-j RU 041 1-11, lji.ry I . I 't - Wik_ - ApplIt-1 R�Ik� rtm AL-N., ame 10-41#--M ' MEMO _A_j4,,!-4 ktMW fr ARW-" Aim- composite fte Fiberglass Doi" nociv With FWWW 2020 TAMM "dras Prodim LLC Kw�" War RmaD Nnerinen, jeep W. Knelt,ecin, Pi� ionvwial W.1502017� 1"wZ020 12norW20 ArVW64 R-frkn ',T 2,0 L.V rt,wrosceJac belb,nPearAt'hitecturaf Irmy (�"rlman Zad"N R, knee suven M jki," PE om 7112020 r1kr`1912M 01221=20 12"sr,V-',K '�­�7-il Dr ,4-, 51% "� H-5 hlv:�' Pr-'e. �- �' -m =��- ji,"Io � FADilr f� EQ �i'�N�L V Urkn o- oWi,i2G-'1 091Q�mm loKwZW, 12na?W70 AW-4 MoliosidAlift ittinhongiourmilha O)m Cahadory.'Roeffinii fAlPfEL24�6544 PF'Ski6e liksr)"2-6224 Nkmkj1CokndkPy4TsuCU sl3i240,3458 P&74021 1717�31174454 1 tikcikep,- ��I- ' � I �sl�'W,' '-1',.!X L"V--D ---,�� - -1 I 1 -4 29 = ThomilrTru Fiber.r.harsio read Strooth-suar elikiliturallon) Nominal B&MO SanotNon-Imploidliquot Glazed I W 112i= No Yes NO WA a-W-V-FM- U10-11mio""'k k-t-�-*-#— I I �-N000ryt R-01100 $'I1ucA4*W1YT 11�ootri� k'"wres Itl%i 0'* oft taivogamidoodkiacar I I i - 4--bcao,6-'�; 1-45- 4�--- 1: e �� � .;-.1 , F�gll' � --,A�q S . � =�F� ,L - --- � ts-,-, ". " M �A��'C' Composite Edge Fibettilikes Single Door vAh 3UM0 Criminal" Marmot E-lgroen R-W- ir"", - Iriteg'.1 ped athe P-mit S',k1e. I :!-=7�1-iii-EhM&LL'�'. fl,p=-At- SidelWo llrar*iirrocruahehg� XO. OX or OXO Amim, R . I . ArIMMI - U�d Fk4dii I I L I I I : Coirwrlikim Nothnet E,yuWatior, Row tivoi, a I I �'- '?'�'l - " �i- L4 � '.'� ,-d � -iji, 30 Tharma-Tvi Filker-i,basoc, Sproatt-Star � goo . porfil;iUral . Nmhw 134.09quotNon-Impwiftiot Glazed 12131=2 her Y" No NOA Prol,onknev &-�*" f-loirik Reakwarred Ardylak cra uoan�hdr Florda I ��'-;-.'l r_'�Lol­ zd, and PLAW-44" I ptois'silimi iissko'i,ori Composite Edge Fillarglim Double Door with I I . . I I . i ti6t:?1111�� 303ito Station itainvingloutaimnir OXW tw�� I oentiguradem) gliamAilikuma umawluk3 uQuilaillmlin 299M 1 a4REt-AMK--a--- tMaurywaft AMEOVO12LME IMDW Doom 31 ze, Thema-T-ij F#1eerA:W%i1om4 Snowth-Star Nominal 1909,10 iliquotillon'Impavacrick She Nor 12M Q022 No Yes P40 NIA 1121 rtwmdmom.)&MLtwormwo protect salutation taintrag CHIS&LDIIII m ova 01461dirLif Riiiislaid liNlikkkut Getartir AmiguIT& Ailipundrd fief "t Avaroved fo: Un awa ;""ULal � j i U112 - , 'T 1M � Wa Loil,.=a x 4" l!ucz-UQ'u'iuW. QQZ-i iomwwu ILL= OLttskb 11 BMWIMI bkw" 01111"Ti Florkla Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 311542022 FIL01525MI 92" E= or = 20 20 D= Status Zem WTSIOn Menullacturer Contact Englaw & vialklifted 91 VaNated Subrinjilijild Eknona ApQMj2q Approved Revision 2020 fFN LASS USA Mau 7,Alpedt, Licallisdar John W IN26=0 1=12020 fK 12115PIM ca"orr. P-00fing SVA2331330SrnaIpw*poWIass,com Robed Nitiminern Kriezov6ch, PE Uummat SubCarlagorr PE-59168 (954) 772-5224 11/01/X20 Undeftyrrarrits, 0ornpliance Method: Evalurtion Reportfrom a Florida Registered Architector a Litterisix! Florida Professional Engineer FLA52SMSI Products 2wgbLAawmm hwill2ndibrullit ATAMMAIMMU bow 11111411) a-* Product Modell. Nurmlow or N headlh-- pfian �W""L' EW"on lQjMZ Quisido Filkithityl Baum I poilyglass P40 undriftyidents, Rooting Und~ents IW21= K* Y0. W fNW-=Z 1 pallroass itwurnoliftyrams *Foriiz� pi*191ats roof und~411'" l" Use in FBC Q23= Yes No WA WA HVHZWWkfions- 2 Poyiiiiino Roo Undedarnerid; (nor-HVHZ PoNswiss no andedayrn arts. for use in 1=2023 No Yes WA -NIOW-M-1 FRC nwt4,VHZ jurisdiations I Poiyglass Roauriaerwynent; (FrVHZ) po"tairs, too anterniormarts; for use in M i22== yes NO WA NhA HvHZjumdMeiffi- 2 Polygram Floor Unotiftywits (noti-wriip Po"laft roof Underlwymth", for =a 0 lz-nr�= NO Net; WA +NW-6=6 FaC nan-l-VH2 jurisdictiona, I Polyglass Itoof UndedayTterits (HVHP Frollyglass toof undeflatintents 10 use In leSCiZMAM3, Yes NO WA WA HVHZ jusialittions� 2 Pdlyglaist ltoor! UndeftYrients (Aon-HVHZr P*gW% roof undieflaymettle, U um in lZr2U= 1`40 Y" NA +NW-=-5 FRC,nzm-r,VHZ junadictions, I Polyglast R00 Uridarlerneints (HVW) Potirglairs toof underlasniurnis for use In F30212W= Yes NO WA WA. HvHZjuvxA0ficw 2 Polytilass Roof Underlaymentsk (nron-HVHZ Pollyllass, red undlidaymoft, for me In 12123= No Yes KVA -WA,it-622,6 Foe nori+VHZ jurisdictions. � r Florda Depadrintint of Business & Proressional Repletion Building Codes arid Standairds Product Approval Application Detail P*PZIJ2 36= , �-�' "'i"z'5­,;'�,'iu'�'.�' Y� ��r . , �' r '1��'V;"ipffi N, i� ,'§�-' ��'­-.iM' '­A�X�V��z� � "' '�14"' - -iiffiiffip&RoLi�A�� -,����,-��,��".;"��,r��r"-�",z,�,*' ",,'�;',� r � -,2-'-, -'�� -,'-"�;j',,��'�j��ri:.�- " it.4"r Q �'�" , , ... I _g ­­ _ ' ­F': ' "I � ` ..tV . , r ��' "&"N' � -,Vil W""" 1 �� , �'T �: �1:..::rr. �' I N.::r:,: r:­,r r. 1 r �! � � L'� , r , � rr ] r,,,,.,, L _L'��r�2� "I ',' _��q'r'r�g. , "'���",'5' 1441811ar - enignws�,��l.-I.�".iLL,','r-�-� � -- _ _ �i�� � , Drr� = 0 W _ , , _ _ : - '� r � _,_ �, ­ I I., �_'�' 11 - � , , �: � ;.�' �"ri.ig 15 ���'KiRZNW �'-� iA� ,iii � ... �'.rr ­r- . ��',� 'T" �: p" r � �1�4� , r: TT r � 'r� �r i: ZFR&-�i�� i A� ��:�i��::::��:�!:i 7'� : 5q:�':.4k...' r �� � �i �� �, , r . _ 6_��''ij'�t - .' I P �L' I ,�i_ r. L' �' , � I i � Q& Ala& ads ads 906ftaft 9& IV" VO"ft VanatIld" cartaid 61,1119,41 a Validated ft V~ Aft."ll Fft_MAW-VW Alml� Vnid W-Ad"o Rermwon 2920 141110, Inc, can'"War UDC &.1-tion S-Amr� LLC ICC Puln-Mark SmAra. 01,03023 I W"19 VIOM23 APPrOM41 cid.timin structural cammotints 496Z 8054HOS I.I.C. Subitatiritirmy. Trukii Podes ... lunkingoilroom f,Mmsgg-29W CwWhrk*IW~� erdriation Rapid from a product eaknom VA* E1091117MI, ftokwh gkdtLaiskon A�4"d TM UM 622MAd"LUM latisitt thiaskin aw Product b-dotion Co- Qdut�Mbft kt= ShIliftl= sawid amuba I Mriame; la gi, hip aireacto inuesoormirdor prate i Z31=4 Yea Yt-5 a^ N/A 2 W"Hs t4 gL low no sentrith mins tourreft OW I niW24 Y" Y015 NA Mile 3 1141 is legirtmoormectorchar, 1=7=4 Yft Ines like, " 4 mrl" IS J�k With Slattern, no corimidw plate 1WIM024 Yea Yes NA WA 5 WT7" 20 9. Withithrogil krunk; collector Pot IMUM4 Y" Y" NIA IVA 6 nit hills 189kin-carm."Pial. InIM4 Nee Y- NA "'A 7 n", MT20 20 ga. It= ominnivar d6l" 11111=4 Yes Y" MA WA I TAMKO Red UhdeftyrrWftlHYW) ROO umonichinicour far 40 0 Fac HVHZ 1"12912 W, We N1001 SA" 11matituodit Nomosturkinw. &XMU-EMQOW C&rttad f�xn1CAtdWr CA@ On 'Oubk* ft,atma t-t-a'44�n -� - I- �� A'W", ",!�t ��v " ',�ri;i ,� r"� 1,11 - i �j'-�Ii�o":�ir�r ',-s�&-�'�-�t;fatns�ikn i-i"742WA No Y41 No sirt"'Mrat. t TAkien rix Tt,p olk;cairik %Pom wah qoffik� 4-r 11. W CAL Vuso 140i -thfiWo, Win Wre ck"1202h; ypc If" WA Tl.-'�L i ­jr� � �, ,'­- r7LF-L 1 2 TAMKO ftpl Unu%k4rondik(M0N44VW i P6or-&d.ym-ftfxumi h ran r-'HVW. 0&QAW2T.13 N. If. NIA UIA Z TAK0 Gooperv�rWrit 2* 40 vvwam N�- Y0 NA � � j � I— , I ttlauxims. ,I TAW'0 Crk-RclooRWWW-111 SkMe 20 oir, 511110 1`00,0-firA04, kill i4ictirnUa ripple, �YA%rzckrrt Y05 Yen NA � �. Ll� 1 4 . TAMCD) PAMO TOP M14496 Val �M 0&,%,- for Tk 'el ri& intc roar ,,olikkior work halte IWAr2ON5 yiks yeti NIA 'i' I i i i - - . --- F104da DoporW411t of Business & I'Mfossidneil Regulation I P.Do ",,k I F10,10a Departnivall ol"OU0106" & Professional R09UMM . -- n'-11 � 10 F� Flonda Dieradrinent of ElAmiress & PnW,yssx;in;I Regulietkon Pep i drl soildrig Codas and Sitarritiords Irl-W-TI - FlitiOng Codes and Standards ,,", , Eiutidir; Qosos aid i5tarroarde VIM,= Product Approval Appril"itin DOW I I Product Approval Application Detail i Product Appocival Appricabon Detail I I � i 1, W.1r`1-,1 , I " � �� i "I -""�'; �Vlu I � T-; `,�-"," , I . _ �r � : - i, I -i� , 'f� , I ' � T �'�� ; I, �; � ::! ' �' � � � �� � �F - '�" i ��i� ' � , - ,F- � , , - -- - �' r� i� - � - - � : -'� - - � �" - � - , I � L --- -, . , � � . I - - - I -- � . , - � ., :� ����!i'������,������:------��,�", ��-, - - -, � � - -�� � " -Fi�"-.4-15�f�1!2� � �, , '� �� - , , - , 7 �,"'_r ":��,, � � - - - � ,--�� �--, -- I- I - � - �'% � I � I - K� L , �, I I L I I �:,, � - T : ,': ' �T: ix �- �_­ ;' � �K�4,�",­­­ � - �' �'U - ��;� - . .7 . ­ ­, �,_­, : - -, � - - - � i 4 .. - I I . I r ,. -- L - -- � � � ,-- ::::-"---"' , : , ��,�, "� -'��'�.`��'-- -- ' � .1 - - 7-.� ' �T7 �� � � �'�" i=�=--�y��',�2��'��- � � '= �' ;z:-,-11 , �k��V��'i-'�" rr � - ' '-'- - L r � ­ -' ��i ':�,�_yj,:�,�:��,.: -, ., : ..� � , �:- � -� , � " � � "�,'­,­ , " , � , ril " , n � � �� : '�;:� , " L �"� r , � ' � � - - �� ' ! � � �,� ;'��� �'�� - � I "es rIA.WM- — — - � I "I � I I , -1 � - "," �" � . I I I 1� '1% , I " . � i I �-" I I � I I - I ," � I - I -- -­ -n .= 'klj'��' �: kL . T�� M-NINyVE, , - , U�:r " . ::: :;'��t���,������,�,:��������m�.��] WDDX�, 'N'- '-,­ ,4,% , , , -- : - , it W". , -43 0-0-1 , -- - - --- '� - �:� 1% , � .� ; � I "r , : �` � �� ` � � '� :r' � 1� i, L 1� , , L i� �' :�� : r, : I !� :'�� � :�� '� : I � : I I � 1�1 � i�� ��' '; i - 11-21 - -� � -1 . , :r �, , �r � �- � - � L , � -' �� I 1- I -1- � - �, � �' . � ",il .1 �;��. 1" � �'� � " - L L' - �-­ -_ -1 11 4- �4-� � -"'. ­­­­', L � , - - � ' , :' - - - , ' ��. - , I �� 1, - : I I N "Wk I t -� �- �"- iil - x"'-D"o',",';� I � - " .,:", 11 I ..' �.-"' r- � ... ... "�14.5��' ,;"' -' - 1, ��,: -, -11 ", I ��::' � _IL I :� ­- " L" , r �r,,'� �'�� �'��:� ,::', ,�� ��,"�!�!�!'�' ":��:' - I- - � -1-11. r : �: -1-1- � -1, :!�� � 11 I � - - 1 �7'�- -11_-:� �':�­ , . K r n ,!' i �.; , r-r-1 � �7 --- I --- - ' ' �"'�'-'�� L, ��::�:�: L . . ''�:7: I I L � I I 'r : I �� �':;:: �'��:� � I !�� ! , � �,-' �;�� ­� ��' � 111, � � --,;�, I I . I I � . I I - 1:1- F �F� �il i . : I--, — --- -11, � . . i � vD � � 4 ,� �- ­ : L i:�:.� i� t '-VnUEn .� L� 2]�'� i 1� � nO -,. � " , " 1P i�r � , � "a lam " 'Piaq to Q&TAftift NA Cilia buLK 2" Dolt 13410A ANIAM 2212 I frksi 14MY-g A" -PA11 Oak aRt bu AWLUOM U" CUN=Lfi&iQ= ImAtd& VAUMA 111"allaw [IN lumma &W amut buil Vw*W WtururaptuLia isvinow" braltmeteriliummit mwdv-jk xdw" sampled FfiC Aninkrind ADDR-4 '11"-'1'4� . 1 _'gi, Utr �. 'jk�, . ilourg­of _W ;!Aaa Ykalkwul. Aradst )09031"t Allude i1allastial Er.&INewlat lox 110mmo 20M L-n. Isitri. J6ky J— L 9.kk.-� FIR stokc, U, U�ck' PC i I in sIX 20 1 VQW21020 1 i Tki*(124, &,a FWL. 40�' Reyition 2LI211 8-1 Rriding A.o,- it.kin APNO Und- 9"Wir- rVYW.Vaorror I i mr-1*3 i I *2/Mx IiWrl�)D A"'xyo; � R-,��- �[i�,:'i !��,k-� --'�t"V t'-� R 604cri. 1 ,"' r Tin R-x-is,pr "ViO,v ik trk J�-- RE- J-011AIN, 10MY1141. PE TAWUZ�Zt pyro&W21) likilti"Q9 12"ISM20 AOP**d cotigolik AW'V (50U900-61tiz, PE-11242 rn Tj Z 17 IA54 Cidniumin R.ofing t erl) -�W4WJJ SeMmIr LLC, (�-05) esi'Difio - r:-"�� �L- " p"' " "2"'A"r? � Mkj r ".'-'s �' 4 iko "��'"4' � SuitiCipewrin ria"Ack Acenrimin" IRIO we" mmilivilliKlifirmo�,cm 8.11,C4.9mr. R-Ing Tok . PoomAnc4enromp" to �Xh��gi&r.rj� R11W F-11 fl, � �VIIWP4`4`17 4 -11, Italmopariarmethicingstrumn aempti- Mandl! ekir.atim, A" s- t . see,pimm, More" K�,sur*� ",w, ��-i � current- Melvin: Eyd.ilkari P.pcd to. ii P-loo L%ppiwiw F.* Ft. 7'� z R � -, ob� -wj N.- �' ,r � -- T -, :� k - - " � � �. � Scift licighttertoAtthiftact W a Lke"ited Rmik PA�S"--IAC LP-W, Prourid"N ismildw I furawroil"21e.11-1m; FINIM2,11II11,11mmigift amihtA&SWNM Antiminsiforil" AOOMV"fct.uw lmom 11=1u; . il-�!11-6�LG-F—"Idid-s W laft, lft"$Ke-L C.U"411 , r UAI ftftw"W�W C 0 � W 4. litab�u -d" , "I'll QiWai1L.L-A4U= Mumullor u- AROL99wimAn Til Drawn 9LVANAEBKAM Awmatt.19LUM ARM02911LIbu IBM 44a, $01'�X" 1�1)grklffi " k-t IOZLQ�lJiLiWlaor �� QUI w M391U, I" �� W�o I it= 2111116111.1m anti" aukaticank gas I PVU%kct 1114011. Nuffew 01 N� cmr),Aw� VAr4w1F4-I%j,AD,ck-Ai,DA-4 Product o�rkew itanuatir Lw Prvfiiir� Potoxwbfte Pficm&� Plot Vem lwiorv'25 oui,ub~- No Y', WimakAmir W Anr6pole �97 i"'W.A 17 Th.tjnhk.0rrm knp.d So my W, Side. Shilie4,.arrip: Sort Surn0we %.t Probe - stooklm. ,-A iWWWO N, Y" NIA 1 �-t i -�'�j�r',,,��,�C��,�,,"�,�-�&,.,,--'Lt�.,�, r'.,ewH1,W C-ITu V'1.""'1HL'xri,s'--" S-'t n-- ---,-s -%A'-,J I nSl L'21 iYo5 '445 Y" WA lhembnicalnr Afti,eiml to P&wftd Dprk 1*1 sw-y e Q - SW %4. $-P� Sol sh"'. FW P,ofili� - Riftito� r-A i2aW0210 N. Y- NAA i'� " 7 n0: bw ft$� �'� "fide Mlri6i�iim &d W1W I if, ,Nno _ 4h.kn"�4M,r-;,, PON to.ke a--y' Tpp; ProN, - ilto,imxi I 0A 1widolo 41.1 ym� NA NO": 2 �4'.'a'j. a, 'mLk�D34f-0;A-' P"Iv"NPAHZ CrcDi�woiAW,iyn1zed ae.1,9cm. Pan,31W�#Pdiiod 121��"1'21]211� Its Y" Year MIA 20 , ?V? TW - Strike, 5161.4kinoti; SOR awk. fe[F-Whic-RiAle CA t2yal'-120 N. Y. Mite 11: 'i -�" �'Y lra"�' �'� J'��-'Z'!.Njr-aor pro"'Vi,i, 27 or-. 1 Sciewmir. v,kiln Preff. � K.1y. TX 12A10=10 !`�' V" MIA i", 29 Agh LW -14-. - �W-j TY iloi=s 1`3�1 Y.. NIA Z4 � I I Fbrida Department of Business 3 Professional Regulation P" t a I Flordit Department of Business; & Protestirsitual Risgulation "I �L- Building Codes artd Standards ,j&" 't!' �')22 , fi* Sul )gCodrulandStandards, :� � - I Product Approval Application Detail Product Approval Application Detail -- � � � � �L � �:r I "' 'L r, - **W , L- I � - i ,4', -- "'�;�" � "� a ��: , �'-";�' , �"" , ' � ,,, -- , i , � , ,_ �'��r�� ,--- - .'�rr�i,�'� , �''i�� -�,'--�""."--'!'�'� :'� �'� �: '�:� ", �L -i7z �'� L �� ;� -"., ., . r � I o:, I : I % ��L­ ix - �' I . � ':'7.r � ' "'. , �", ,� '% "��:�:�, �" �, : ' ::� :Lr ' I , � . " , " � I , : A �' �'iij :- � � - � -,I , -� .: X, lr� i � -': : � : - -1 I- � � � " - I � ��'r � I , , ,' � , ��'� ��� " I 1. . � � , , � - � , , " , - I � , - - - I - ---- - � � � - r I I - — I I , I I 11 I I I �' "'', I 1- .11 - � " 1, I 11-1- I - � �' I - , � �:� I - : , _ � I _� "' ,'�'�:�"�-- I I -- - �� 'k,:,'�� � - "'- 'I �,'- ' --�"--'i` L . , � I - - : - �, , I I , � � 11- - �'; , I � ,e 0*4ik � l" 1� - " '� 1 , r . "" �r �' �' -i �� � � -�'� , , � � � , , - I � I � � � - � r -:i�� . � 1. - � " r - , I: . -: , , , , r , ­ � " :"" 1: ". � �r I '. - � , � - , I � I -� Li . � ] : ::,ij, , ' , �;�- r r i I �' :'�� �, �;��:' - , � - I - - � I % '. � � �i��ij , " , I :: ­­r - 11 I - . I '�L:�A'. � ': � - r � � ­ , � , ..'r � F., -'� .'� I I . . . r r�- ,,r ". �� �-' - 1. � , ;- � - - ­­­ � . , , ","'.­ � 211:6 " �r- .. , '. 1� I -- -- �� LL 11 � �' I � i . � � I � -11111 I - salavot 2W 20 -- rr 2mkm*m - - - I 2121 � I - ;Ark � � I 1. 1. llmii� 00'" taut , anewdrin A�, Introft version Manufa ck"pra immiff-31te-- Vifideed By Validated Sulanifted Part ApproyA A2pro,ked status lug litut Kingdom untakint &Mm I Licamier valaaw so I Validated Subrintrad - EVIARUMAI Agm��a ;�I&'t Repta-ciri 2= Ali Arnimcan 9hoers and �' ,lam We Eutirbitim �tkwk L- Eenharxiin. P F Troy kirshkip, P E. 10*11i I ON i 50T20 I I m5f X-11 a f2flu2nX Noroco�A � iuk"M 21X20 Aqk- 14AM L.- il-'C: Ekokwb- 5-me, LLC Vokmi, W Ranieri. Ps T 001 I rX20 IT.=210io! I 1,95rg-v llikk&`- 'f,i'�'�.7i catrigray. sratuars (Si,Ll I 7124W-� PE100404 (W) W, 4 a F-'- I caumperip W.dirm carro-DdtotiI, (32'Ti 71(-1377 (407)'541�1917 $UICSWOM� Stoffin Panels Citimplialto 1114094: EkWunk" Report troma fri'xieboAhamenaam-huhe F% Derr, 10pocar-wry T'- Rm.,; 0014404POP Wiek-1-14 "-10" l`mPQ"t`Mn 0 L-1-doorri.A.-c-, Fiorkilb,"hutoad Apordenct or a Licensed Fiords pokapid &-lueum entity L promitworral Erip"ir fLr.ffj47jkedkjQi% FLOI 71161140 Products DIANA&--- Aw-d 1. U- Aa,,%*dl.YU- In -bad Pj'A-"'� 2aajj�a �� AlligutntinkFUso Agemkiledligr 1111101A 201ula $"# PredstUbor, lutinalLotmami Pro" -,*Wrtm CMMdgUiWiftDiKt in HWZ 991111k flialuili 'j'-I�ii�� a"# Emouiamoget,",Umwor,m-M-0 Product; pmrlako-n cougo'LIXP�nwn Poor in Qiitlioli!�Hy-'% fietIM64-941 Pr-"SLW -ro I rnN0D�TAJ;*- W,gir-Shm,raki 04 &w,,p� s� Wbiltmopopivii, I W1 M-V4 s� Y� HIA .�� I 249A C's""im" StRea Sharon Pkirrefic UO2 GAhmolhAd Steel $WrM Pkii-IS 111�5131QU2 Yes Yes Y� sWA 11 i rX60-diopw Rrite Plaw M-181 --ler-la 4`�kpp 1:95V2014 f� kok "A W. . �; t7w 800%rw- IMICK NAMOXWW"Plate I V310324 Y� Y" Nkk 0", . ---� . I . - s � rrok RDDs0.rA.'%k.,s' I . "am �D'--Jtkir Pimp I 2451f-'024 Y- Y- NA i �' - . I I I � � . . , I . I . I � I . Flornea Ditpartmont of Businkiwo & Professional Regulation Building Codes and Standards Product Approval ApplICAUCINVIDettaff P�� I ri� . slV� I I I I Florida Departrinittrit 9 Business & Professional Regulation Building Codes and Standards Product Approval Application Detail , i -1 L- ­ �� � �:L��ir�� � ii _ ***� Li �E' '-'� P, �� '�, 0,,'� �WA�' , , � '- , i�� 'LL',�'�t�: �r � k��' -1 �� � L.17. - ��: 4 - , I ! -"L,L�,'�����,,��,,,'-',�-,'�', �' � -, "'Z� . ,,�� I �, r - �. j r 2 - - --- r ! � - �i-�"-�--- � , � �"':.l - - � � � i:� � -�� , ,� i - �� , "; -T�� ;�' �� � r �� �i�­ �� � �" �[��ij�ii, �,jr� ,i'�� ��-- - 'I �- �' � , �' �::��� r, i� _ v � �:' ,"i� - --- I . I �� I nr I - I 11 : I - � I I I r �� � 4 :�:, -z- ' LL � , ig� - i',1111 I 1 -� I : I I � .' z - � - - - , � I � I �.':�L �: :; �& , � �; ii� �� �';, I �l-,"�,4-.;r��i�,,��',,������,;,,�-�-�',�,���t��.�t��'��Z-�'��,�:��l:.-:"�r 11 ' I � X��i , ,z��� S' , -- - ' 1 � ,- �r" �7-11,-� � ,; ��'� , _ ! -- �:,�r�PT���'!:, j, ,,,, _ I i� - - � , - HIZ, ", �- � ,. ��:' -� �- ' - � 4 � �,,""­,:,:L-�­ -- - I . - � r - -1 � r E - � ­ . r - - - ­ - �� - . I r r . ��' - -" P i _ r � r -SAOMM . I . � - . ,r � - - T - .- - - - , - I - - I � I , - - - � =' � � - -�7�- �r �' � �' ':2:!�::P ii�!��jCi:��,::ff��� i4: :� - 1 , 4 : � �-' ��; 7, ,Vd ,0 : 5r: : !:: � i� �,-:: �P ��:: �5-'.'R�� , �. - , I : : ��r� - I � ; � , ` 'Q r, � , � � , -:;:�� , i '� : :� � : 'i, , , -�'��:�i '�', ��'_'�,�")�",:' ,� �r "!�!�i!�,��t!!�',,,j�,�!�i��!�����!�l,!!,::�,�'I r � �:: R P� .-- �� , ! ': '�� , : : I , -V� E:�U�� � ,' -�� _g ; , i�' � - ,� : , � :� � _ - , �� L_'I,L:?,, -.- ", -- I -r ­ - I � I � , - � , , , �� .:'� -� -�� - --" i�' :� I :i 'i i, '� ` �: , � 7 ��": '-�z:.,' � -2�r�i ,:� -�i�:.-,':' I ,. . -, ��' -- i" T —.,­�,,".'�' �­­­­'� I--...-.--,---.- 1-1 : -� 1 - � ,� �1: � 11 � � ": � '�':� 1 ;go litilly or go W& RM baft 20 �gft 1110"M R* ftli 241111tbaft Aul = Xs= manapirmunir jimiraft crxaninw�& I.I.imse x9glam Y&Akg jairgult jac turargyrat o�mmd 21,11fifir TME �Sdlali stanutichimer alialad, kgkw-tmgm W1111119 k Ulm kAndwill 21bgseall Aawx,a 2Akl-- Revision 2026 Wirywhii- A qm suldw" �Cr F,nikoi&oo 8—, LLC WLH-- RIL nracm 1,3013=11 eddo3rA21 P;'�Mpk Affir-00p W120 Alina Anurniourn, Inc, Jow slink Luck 11 Lo"N'T Skortiri M. urkh. K 111MVII020 1 VICK2U20 I 7,20: ", -.1-1 callow. sinchund C;cmipmaods 126Z924-8470 Viotirea"2116 caftarr; parrim %wh (40T, 5ol-'ineff FE-12514 r7lolIT-8454 auticialliputo edreirriki Wir", ri�'oir,DQOJ.�tg@��"rr Subcaligninfi ticir" ii"mikrokruromr,go.N. ,twqsmmmowm, rselmabon Ratmanatris -r.DOM comol a , - vKhroo. Pietweeker, Pimm took a 0-0" Prodeck Evaimifick, Eceip, Frorid§ RmPrItl6d A,ditftl a a U�%xid Porkta FLAW-Aftl hylkets prornwakm f5!'9i,mmr OUNVAS"aws Asaluemilitt,da Aliguilid W are Matta Detail EWSHIA115111111d, RUAKtli2d&am*&LZAM ft2ftAgm out" AULV" .$I" I lam LVL L-nrvttd%lanke-L..� 03113V2023 No Y" WA WA sto�-- tughed Hidaid, Mukrilia w lilaw OAAL&UUWA aeliatell%ku A20itgMIZ It" rjww limulop 20wa litaitAtail me I" 14ft inkluida Hyka am Q�"�hw pkiskkkw�y Eli I �- 2 3 Permit. PSL Trit,w4rind LSL pardw spend Lukrt,o, ovilroelk LAINACH 9reirt Unlike, 011n$4"M No NO Y. Y-" WA NJA WA WA S Alcoa Alurnmern sun 6UT 'oknied Aum[ii W. sipill Aloft j AAJMIWM acco ecemp, lopted Ah,ofto, airoa=3 ". Y" No ", 4 Tj Pro Bond Npimurel CIffmaide kambe, Wr Q'j,,,*d' ,,i'd 8."cTra0l Mo Yet " WA CVU Lprop; Word --4"W�-IM k4mv, 14400 boarl rum Piard 5 Weyerm-, RW. smikI Ow4pli StreW Soesci Rim awm slM14= No Y" Hip" KIA I I------- Ft *- 1 il AL I --- -- - i'. ,i'�� Xym ljw'�Vs� A�'Wmt.rw F'-i.i- 2i"'. C.,V7W 4.` -'�-IiI4 1-1W 'J", � �t#u�fy- sv'YAu,,o. -DiN-w 0 $Lk�'A,rgwy; P�Lmq��'Uwluv'i��:a Q'sjit',o N r� 7 d Owd i ii,4 y "or11VIWs 0 1polh.d: �i�'*'Dj "� R � i '�! t u�' , Q rl'-06� F�D �'-n'�DI'Ami.""" IN A � � 4u r� 5"I F i "'14ri P.Iv�-�141 L'-.j'-� - ' 14 W-L" - , -A§�� iW 11 M-- WmL diumll ii� 14 n-w i C�aiz, Fi'-�*,r; a 'i1r,v, 1'�'H':De, �41'- �f)A'"!� I Fk-�r��j;j'�r�A�M,tyrLf�"J-'E,j�,�r���,s&P�oft��g�4o��aiRt.WaI n replarl &I o-igG�-"sSW'j5t3r'r1aH-1k or= P,,WkxJ Apimoval Appilrat,k)n De.uj it .- ------------ I ' � I i' � � "i, �gt'�� I g �� �' , , , , I . . 11 " !'� ;I�L'� ijiji':'��! , ��" 111, 11,1"11"h��IIPV.�-���,$,O"I,'::��P1,1��l,�N��m�l,��l�;p�!;,;�;,;",4���,�,,� 1, .' � ,: " �" �A� "I I , � I , .1- ", - i'K r::�'; ,."- - h 2 . I - 11'� : " 'L'�:: � ��'R � N'N 4"" � 0"'Ii'; "',1�"""'-"""'-"-'. � 1 , I I �;:, ,,� � I'll �:21�� �'�� ���'� ;����V'lh �� 2� i�[ !:;' �� I I ': :�,�!��!E�'�:i:;:� ��1IL:�:!!::::��1:1�::����;�����:� , �htj'if_aL alo �ftl RIM NMAM alit Q'ir,j-i l.f�pdu*ffjjjcks voldi-&-d IS-: !tdid" Wood EW.119umw atomad A" Fwbr� ""Ih� 4D,,,-A 6-1.-W� J-4-n �4.' i Zfl ttiaDko '--"'okato VAIWM dorg FUQ Agam Ar%�Ug' 75? "IF !41'1� E M� 11iA f'l 1 i �' -, , rte-,Aci#p0�'t,i,ri .Q&RID11=11 "'Ut Acianinall Toy rich 11,112:11"Umift kill& postal !;9NIXI 219Y11211 P1442 town 2111" ft"boant amm P �,,� '�' �' r h'i Pre "�C,Sse�i C m 2�16 IA tl�' oi'���"'21?24 No Ykis WA WA 08 ---� � , RA . Revip Virtual 'W ASSIS ed yl�a�Roe,'V'.'.lpted Z4'� ?tans Review compt"" 2020 �Bc 7th Ediflon t4� t� tt,ie nf�g , c, ,,,,,p�jancewl , �"�'� qm�hct -�'Ljr�'e �ka�� PX? March 6, 2023 � W � <D i ' . � � (1) � C— �11 U) —M a) It -0 > c- 'O 2? C:) b 73 1— 70� (1) 0 C= �0 a) CL 0 � ,L- a M -0 (2- . — i (1) I (1) 0') 0 1 1: (n I -I = = CU �� . — . <D -0 U 7 Cc U) 0 0-'0-0 a 3-- — �" (D 0 0 t— �O 3: t_— = o Li— — �� Z'�� CU ICU U) �-'%— 0 . -0 E ,� W I a) #— t L- . Ln M '.0 t - !� 0 = CU 0- Fi— -0 .E- (n < V I I I ,I, I 41 ! Z � � Z L W 04 j L � - � , IL �. I . I - � - ' ; I I , A 1111MIjI III 1 IR U—JI11.1 Jaii, I (D PmWa DWWWWM d Wetness A, Probsidwal RaWadoll Bulffiry end Standards Product Approval AjWk 01, r Detad -qplft dA4ISC14 Padda Departrilem of &Wnm & Pk*mWwai Pagulation Bulding Codes and Stsiodorda Product AMWW41 Appl*~ DOW P.Wial Fbon Deparenert of Business & Prok%sweil NUARlborl Fluilcling Codes and Pro" Affronial Applies Dallas I Rolida CaparMun cd Busja5s & Pzv�orlal f?eWatorl Buildir—, Godw ard St%-49rda Pr'*Wct AWow Appficatiori Detail 401415022 Cn (D 1 > (D C) 0 -0 (D U) M W C) 0 0 0 U- 0 Il 41 M 0 70 E Q) (D > 0 20 Deb Piladamp Mft B" V14010 K&"INWM i wwww or FROAftr" own ANI 2= " QW139100" Joe Hwdm Sled Vk*K"DW OWM L. 8140W, P.S. 0 OW1441020 CM42M 019=12141 Approved owal"Wrla"s R*~ C&I Emon"" SaliCalegar-Si P4118214M (MI�0$40V CWhIll I MM60d:Cbrff4PMn NOW L"MQ PWOM Nadel. ggft ff KIRM hmmmuEft Aggm2uxxn kiwi 209a Nin CububwK Sense IM kWh Pedgmawn onile, Huma w000&mwvwk*-WN721 mi7am Pb Inis No 4ailao 2 awftlarAmwftom,w smalliffe %WHIgh PoletammaeftriggiflungT40m owtow No val NO, .451 C-Pod*Mzxe&lm 3 VffA 10" HW% Td* OergedaflOr z 72*) WI me yes NO +40%40 4 N imsqw" %W owe's HWQ T" OxePalft(lor - 63.31 011,210W No yes NO -3045 fm*M go AIM nool!t� N" on A W Id ffim"d BM vow jakw9I F" Alsaval Aaag*lsl ONa" Affimnarion 20M Peftowporlow Jre 11161 %Arww Ord Ow T.14 Wffl, P9, LLC. M402= DTI1441020 41=21M Appv-d ema" Wriou" globln�n Morg;iOM*rAsko*ko (MI)VS4455 Sullffallearr. SHOW HI 041$6214M C"NeWlea NOI 00~oft VANO 4V U$thQ &mend In Him AomzmA&Um can l Awftdotam In 0461111WHim NOB 4 Plift U) 11mixt " Mnll Vdmdm Sr x17 Will NI SrVk " Weamw DWZ= % YOU �4W-40 2 POW 10 owlee Wale "Una Winow W XW MF41 NI Oft% II W413OW ofxamw No Yeallo +4W" 0 Pam In 63*6 SWOR Hung Window W x6r VVV Y&M4eoselt SWUle K4V %%P%idow 0.Tl06d2C8T2 No Yaw No -601.00 4 Pas 10 BeHes single Hung VAndow 4F x 7T *AV NwkroW awe" WWWO* or No Yet No IM-W pool, 10 son" Sol& Hung Wndow W, W W MV 14004"PW " W!"t1ow 06220121 NO YM He -581".53 %mum 99* T ORION Dega F.Voill B" We FM""M gOoll MI 4 )0*1d Isomm JFR� lOiI AftWOM MW uquacwperetom in HOI awo wndvA am rkW ;aff,*LSA*MW,PAG CV14uZZ 0,14=20 WIAVG��r A44,11111 Q*I wmdws fteftm MrAeuinrAlOW4,00n, allum offoAft" 5*00"Arr. Fb*d M41$ W 4M M! 491-027 6Vr*#l*o*e MWhOwo 0~" M06 W Ulu% I ' UMINOWAHS" An%LAMAMM A...Md F- B- Aam&gEz um�vt4 &a ftd@L Numbot w Wana ma pradCAMMMEabdL%Bft In kdwo fladlet.Pnlqaa-T EMW I Over 100 VW"d*h$YN(WX7" No YM r*1 - 2 Oln I= V"AftWWh*W(1Wx$4') No yes N.Y aBarms low vinriFlnedvAndm(erxilal Bl7fi4t2022 No V115 W piwl%9dn 20 lkqk,! WO&NI fo-m-ft4 FMAREEK AIR 94-1.k� 2144 P0111 G0'p'XOftr W H oyotlr r4m] 1 Wt"� ll~w U1I I liver" PF,J: 1"I Q?n4a= fi97Pa4II1020 Qrr1WM Ais— coftoy, W"m-tis P'"Im'00r, 9.44*t"ay.�541 � lQl 6(ft C "p�'i X�M' ON 44: F'W�0' F�-V-0' l"an a F: �' 0. Rn I �WM� A�.,�'- '�Po� �-a�uo A.WM 'Lfl a NMI atpmmLfff-vm ARKmmdhLum ft@M DEAN to QUIOW '0 Fr"p 8.! -'ITBAq� F..d VA,6- W25t2c3l YeeYM 6 10 11 12 10 14 is IS fed" am 411,19: Hurt OWWO IG= SAF4140 WI golim, lam sorals INI Swumloom"Hure =HowitintiTo CwoompLrxss) W1130W var WMaQW VNM QW& Hpq; a $I alsom WM7QW V40 InalialturawliI Wien 01311=7 Wow" rok,"UngwInd-W 841 0170M %WSrRuOHuM@Wft0WWWM WlW2W %W 0" Hung Twin CornpOWN, Vr x OW) W49"" WW SWO Hwq TAIM Clinvollo pwx 00) llolo= WI V-V Oftle Hiom T49. awne-OI x M 080181 No Na we NO No No No No No No No No VW Y&O Yee yo WO Yes VIVO YOO Val va Y" We NO NO NO Me W Na-3150,416 tax NO No No No Ne -31" -291-35 *$946 .3" .396W "1 +311um -2&45 +361,34 -11" -411140 Pau Is 80" area Ring Wroew 7 B&MlkaLegjma aw ft" NWA MEAN lima 1 Pou; It solve Wro Hung Wmaw 2 pqft 10 ar%u; VIII HUr4 WM400 0 Pefle 110 Swems lerow Hung WnWer 4 PON III SI mr4o Hurd Wmaear a 1I sed" 31 Hung Wndow :A& 3V 17r *ARV W"T*W ;-4*"WOWW WX x or verA NO -AN*** 86111 W"dow 10117 3 0=2kA= W x 1W mm)l Nominvad Single " WWI OW20M Or KW Mry Noo-OuPwI ON" W" Ww"I amo=a 54, x4W YMY W�4.pm smis " W"dow 0I W x or %1* NorI Shale Kma William AIII 62-Iff V OV N" X064"Piel aftle Kira Wind" ion7a=- No AlmostAr�un &t=vmtm No No No NO No Yes Yai Y40 Y" Y05 Yet; Yet He No NO He No NO He -411 -4040 41 '"40 -11I 9 2 emim ModL Kuroker or May, Owes lam Aligner" pmdmdomg WI fir am AMIMM6 dttaW No No Far HSiifa Y" I rau 1"4. W ITt 1 -0 U) 0- 17 serl" im Singlo mufg VW Fixed Wait Itingle " Mr lato fW x M incemi No Y" No +3" M]MEMOPMOM Aaa=MUKba Agggamoth" Moslem lwaEgodkAMMM pmdod C"krattEgok2tieSMEELin0.0",him 15) 0040 *rThormesw*r F. - - a a Awl III VW NO polle-p- alInsis 1I W - r1r) 00117am No YA F49 4tv-09 PN%MWM akvk KAV 2 IM soft= or T?mrmsmWor 5 1 91"A4n"M6sh %W "I P&HOMWI aV1* *M 1I (Omfow No Via No -5111ILS) priorm"" 0I IHI ORn UrNes-ign 3 M Sw4a orThwmmWvar Enmmpm or PA" Sirsia %W 91111 Half 9 77) Milo= No va Me 1401-40 4 KIM IM awlia arTt r*r erAmpa" wAvard Oro V-A 640W "-I T" x mr) millaw YOO No -39-M Him Fbehis D"Iftlent of Budmm & onml r4wation Building Dodos silld SUndords PMR1 GIII Ono" MAI 0"ItirwarKof B"ress ProligswonsIl RogUI Eluilftg Codes and Staridards PeI I of 84*10" RorMa Department of Huslooso ProllossIonal FURgAabon Buldirro Codes and Siorldr4o 02 Product Approvol Applice0oll DOW Product AW&MI AI*Waftn Dotal Pro" Appro"I AqWksb" DOW ------------- !Y' :E�Mgpj Mail tlMilMWwr ALg Rgk&An mo&jm"o go Admoft-d 21111111 Ba awn ft 940 Rik MM" likomwFPtc 9.0 Py go AREMM am#* PROOF TY" Wrilips W&A"We &Wow.& %di&" N****d •lk*l 411 FRIG AppInnal t-1l.'-'*'-.d 9---. AIVMK" =211 aighceasarvifto",tlal elaff O*m~ N~ Cwtmoobm Mark or U*v JMKLIRU~,PT--* F*~ AfNre A CBUCKE%Pwh P41)=14M (W)0l4s71 IIw.Wnn11 av",Z= 117"Amalle 0112rd= A&WOOM 204 ftwo"anow cowrWWndows gebCaboang KwkuftBkiw 1 ArOn'"WO UDOnW Flo" Joe HaPian ae" Wan" W. 84000, P.E. T.151 Lanr, 111 "0 RI PF-44104 (ft1)=4446 sm 17 U21 Wom 071 C7rl4(= 9WOOM AI Ar-W50% '2= peft owpoemoon COGRII Elawwwors fiffiGnbocrip SI Eftriar OmAwwrielln cappr4ow noun* oving0000 MAI III Joe H" %F4 W"llowend ow 0711412= OrWIM R0608U. Ya1ulwWzarA CBUCKEMOMWIV OW)41t14*V W" 07"'V2C.'O A""- PtinitsimpAduds 1 9 gem" 100 eliwev Wyove swim 100 sk" Ullft. jobanw6gleowell WAV 0*0 Wh*& (='r M, TS-In- x W) WrIT12GUI V.0 a" VAIdow PX W XO. 73-I'T W kt No NO oambAn Y" Y" affidghm WA r4u*Ww *3111 OMMUM evinear as%$ 10 sAdmi; WMd" ARMLAmEr" Anxrmt-"Oo izovmagumALPM klima sivin 10 v1W pa" "cOm Wnse" geouncrI :No A"T#W# W Q"-KM V110 mxs4m NO nwwm WA randAnhwhsh a" 2 f '- rAdW i W - N i ffk& a r K a n le samom lwaas SWIV f4was Door ftuo 1000$ SI 0"s Ow gmabL$Akmmw ammung ftemigium AV 2~W'Qr Ofting Man; Ubw fw KWJ 11430"al *FA a rgle Panel Few v 000r isiewle, s'l-NI mvgs= be III AmomAM in H Yo HOe 22kh Y" Y" WRI jhliulAw %, roller 1�ftlu l�vlmv' N145 Ii LU a 4 arom Is= sk" WWW" -Wm*aywftwtxqx, 'I 031 M023 032"J= No NO Via YM No No UKV +30LISS 3 4 gork's �011*414I W's Glim LOW yal-lin YW2- l*=**VQI0ft0W(TrXW 10,06=1 )Rnrl Singe Panel FOvd Nr Dow (SWW 47-141 0WI No Y" Yes • AMR P(ediadOodeLlIandwrwilloop aybueWYNL AI 1 -14elie 161) or Enoormsea orAwO Olsing Oka Ow VW 24NVW Vr SI GIOM Deer WI1r s ORIC14=1 No YW W -75":m 2 grin 140 or EM0011001141 orAM1111111 Blend Gim Dow, VW 91m;W, Pw* Plaid IV Da WAW*k all -III Oat' &=2 NO Y- en,14wloomF ': I, OrAvollskovoI NOW 24** *or Dog ob" III (M 2 an Oliftf= No 4 6WON& IM OF EVOrMW WANKS sIX&V 04M DW WOO 115AVO, Parcel POW IT Dw WWU 47-Urk QW"*W No Y" somblalfflm AWaVuld 92921L&Altd*Lgft far On AW-1,Uw hlm OK U 2atmLum higum I.IAfau9 AOI112 Nvlea Wfin A* or F"WoomI AWO 8IWQ GI aw AV Zft* 'or SON; GWO Door (SI k W4412011 Rio YM WIFIn Names ISO or &conofts WAMMU sk" Mae UoW Wolaingle P*W MR&= No Y10; -All, 41 al-W) ganarlmor[lord why'14W* Vr SkOV Glas Ow (ff x gn OW40M No YM 4 IM or Lymornama crftwtl alft Glen ow- VWOOmw F&-W Fbmd'V"0owgWiW&647-Vrx WI SIM Wo yes s, -2&-2g Ei MW II APR 0 8 2023 1123 ff 2 %woo# Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne KI PX2300 0 CIL W —P--j go % U) Sir t� LU < (3) SH5 ET O. II March 6, 2023 1 P A 1.2 T__ Q) MIAIM > 0 W.UNII-DADE CCOUolil'n,' PGT laidustilles. luct ftlf��T TnIC (D 7D FRODUCTC 0i SEC, TION 0 0-0 NOT14CE 0F.ALCICEPTANICE: 11711)ENCE _SVB NIT I-TED ;-_0T1( fl'A((EF`IAN(E,,4EX N -IDE CF, SUBMITT11) Cz _D2FAXr%W.Wr0Y, REGMATORYANOECONOWC RJES01M�CES(ItEX) 34n: Ran 331;7�-24­4 al C)TICE Of,k CCEPTAIN'CE: EVERENC-f S'LT-111T. TED N- 0 T I C E 0 F A, CCE FT A.N7 C E 0 A,� 1, Ei � sin ce subudried under Picill � N id ILU � D XI DRAiNTXl B_ TEST 1`e"(iconrivtuedi� _X, �Zow es !T%l (D 0 1070 Technology Dria�ej 9- I afacturei's die drawl ,iandsecrions. leta T n on i'l) Air hif iltratim Test� per FBC 1kS 2 02-94 C) 0 = I Nordi'lik'einct, YL 34 '.175 ktibirdaled 11-010 7 064)1 2) Uatif Sz:tatnic,Air Pi-ei Test- per FBC_ T-:":,- s', 202-9-1 -NLk 0 SCOFE�� a D na � i! in g N', a P, N W - 5 5 7 0 1, 0 t i t led 4 alul 131i d w, v C,'I , R 5 D c - N 0 A �"h� I ]i'-, si hects I j Wa -Ilea- Re-sistance Test� per FBC TA'S 202-94. 'k - !" � � '. , I �, - � 'o!�,l �, - - " 7 ic ion EI,�,,ciivkion Landed fortbeir 0 CIO > This; NOA is belial issued noder die applicablitrules and the!:tse o f Tbe It � hm �;,!e h - 2 c � f 2 L f old by maa u W- &t t iN J 1 1 0,0,5, 155,, w Ah zen s i m A d at e d- Imac 4� Lar NIT si ct i per MCI, I`A S '20 1 "I ge is �Ylnre F-Ai7j,zi pll,('�­ , Aas for Windows and Doors". dated 08,4 M5. U") 0 0 d o c a i an en lad on a i cuntted h, a i bel e vi ew ed a ad a A.T Wed- kv lWam j -Dade Cou ury R-ER -ldc J= t C I ut r ol, Se c fi z la to A it 2 sealed 51 0�ic5x: Wiad Pmsime Loadfinzoeli FBC_ T,Vi,.­(3-94 t Cn (D lail MN. c A tim (Al 6ij Forced Entm Teir. per FBC� TAS 2(12!�94 �j ILI d, o Fxtraysmn Limited fcTthm Clu TiltilittrNOA shaH, zot bi vshd;�ifedhe expwation date stawd. below. The Ataw-Daide Coltnjixrylttodw-� r- Czto U5.71 Secoii i & TESTS Lj Ai- skicag with amiked-T-T. dmtiti aund. iva o I-Mefolia � f liwitil sliding, glaresIdOOT, 7Lj It" i J a 'Al lrlle��,l Rizirillix-C Ewrior fittatsiort.5 for (j) (Is Miami Dade C.'rouigy) and"or the AEU (it:t was o1her thanNha= Dade Cour reser"t, a flic ri gh t to, h a, I tb is, e per " Z] 1. Tes t report, on, 'If) �Jnifof in S maic Ak Wessiare F I k S 0 !§l 4 lw� Fenestration 71le3ri- LAb_ Inil Test Repm�t N�G lop in the tic Cepteid �0 I _04 2) Large Missile Navart Test pe-ri TAS, 3 1 - I �eall by ICIIII C! a_ la� E� (Tiev repa.,I reviii an LIIIII[1415 atid 01"11,16 '5r­�ls!�_� S i V I 1 '41 Ull B &-ximsoan Limited for fher SMS suspead the use of Such product I ambeial Wfthm their -uris4ictiour_ FXR restivts tie ddlit trL3 reci1e this deretmued, \Wimi-Nde L oadi 3) C-mlic"Wind Preiistare iriIIJpi PBC [AS 2013 4 ai 'with mafkr�irl­ttp dq, atr ings and uast alliation diagrara of srii�,,vd ild glass, prepared- s� r t5i, T�wir vepi ori 111 Infiltratil Test, p I. FrBC. T 5 1X - B1 jte�jj fleii -tr Lain A I I II dnred 11I title Rival PN -C Excilia"I" Extrusi for o,wj� � ­ tq 1. M 7-SLe% iii 0 accgptai it is biv CoLmmProdix- t Col Section that this pmduc t or materielfa its to !b F mtior. TesTiea: Latt. Tiv;s­& ife-Difft No. rn 887,17 aitted L-2-40 -5- situred and; 3- Watei, Resistance Test, Pon Ffii_�. TAS i U I RGI Fenestratioll S olut USA, meet the requkaneats of ihe apphicabb-ce t coi This, product i5i spIxovel dcwribeldherem andhas,tveia idesigmed to cornpi, the Flofida Builiding Code- sealed by Idahmis ("truga, P. EA -Test feporl v,-isesl I 02� I 1 :5 "aad 02-214; 165 4,) Lzge Missile Impact Test per FBC TAS, 21 C1 1-94 i'lli. --i TVN L,�ghtier Shade,; Rigid FVC fs tillor incladin 1 DESCRIPTI 03 S 5570"J".2 7 7 0"' N'tay 1:1 Silditig Gla,is, J) injor, 9 Or- & I A-0 3" 21, Test l I Air fidiltrattou'D�,-at P a FB !AS s, _r S C�'l PIc_ 4 t mina Stat Presstur Te H) - A 2 Wind Pr "ztre Loadinzaper FBC� TA5,i 203-94 at m -in along svitb nLut- dfatr and insithilatic. aidgMro L rl edat'ng Slass d; or. prej: Y _ 5 a on 02TIJ, r *jUa� j XT, oE: RGIBeramm f j' onst US 7X: e ries s 001" (Re Ced) IN-!Irro all ".,rest, 'bN, ­. APPRON',A1, DOCTIZNTP Dravoftlzr "Awksiv 'Abeer. it Water Resiatance ppe_-F FBC, 1_,1i' 2y'l 2 1'enestration, Testing Lah Inc_ Test Rep 85,52, dated 122 I410-44� 15, q It e gr m S _n v id Ligbrie �hade zop oated R (IFY( s of C jo _\o. NID­5570,10,Rst Ilr� toled Shding Glass Di 4N-OA (II 2 4 Large INIJ a sile Iniawt Test per F B C TASI J, 4 ci�alwl by Idahms, Oxtel R E_ Jest report, revtsed on, 02IIT I Xrj �1_" It S f� �ji� ,jr �N'� i :I ' C4,16''21f :,h Ir Iaj'*r2 I darsidl 0,,101:11,15 and last reirlsied, on 02 1 i I snored mid sealed by A. LartmMider., P.E.. bearnii the 1"Eano-Dade Ciavz�y Ptodue fil�iilg>u arrip WE& 19 It 'ontrel Itae,, r St tue Nob =. of 5) C."'Ar Wiad Pirssitae- LAN ing, pitrf Fftf,-'� TA,S '�03_2 4 ad- 6) Forced Etv, Te�. pea:FBC', TALS 2(e-9-1 .5i2016) I forta S- are Test, pet' BC, LAS -, -414 TestreI on I )Unif tat ic AAk Press%. F )102 2) Large Missile hupact Teil FBCL',, TIAS 2101-101 M oaa 115 I 0_3 ioAACIa �0 FN=E SO4Ut.0 1 173, �_ �_f I il E X fe, )r Ems 4 it) uv lor IdAnd liall �,,an d D st's" dated ii�: F rt le- �U, -csift Rib'd PV( Ace"ace number ead expissnan doe by the Nifiami-rWe County, Nol t Co anzUr'Sk catan -, per z along Awatmarked-tkp d I g3 aed rumaUaricn d,�iagr= ofirinsil Aidi zpa:5 dolial 3) C,',,)irb'1C`%X%aa Primstne Loading er BCr`TAS p 7 cXjajM2 ( I- NUSCAME b*1P.4.CT RATP�G: Largesnd.SmallMseile Impact Resistant by Feniestral! a Testing Lab, liac_ Tiesit Repon NI-J. YT-L 8:5, 46.1 dated 11. ITJI,bi 151. signeil 2-nd _21),375M alot ut-Iffinualaed-updra and msqallation, diagrami of'vinyl sliding glatis door, Ple! '4� -K 3 5 Ida A�IISnj aE­8 4,L -1 se3ledl by Idahms Orae P_ E, t7esIi report revised an 01 4 16 ;old 102 20 161 Pit, Iviv Fertest et 1'elting Lab- Trc Rep-cg-tNo,FTL66W'- 4-p A, I t1wa A-2 _'i I", I-k fr" I Ic " L_ I 5 A '5 11-1 - 0 5:� 3 'L 9 U L k d f 7' arnd tabl., e 2 in Me far r- applicala I le S GD unit saael ad ea 12sit I ir m C em on, M t 1) to 14alo, typres" ra.- a ad aw1w1r, layout sbws� reAlmemeats in 1I dril.1i 1, 6 2 "and Brown coaled, (yaotted Of lftUjof 'd go lie F to'le _5 it t 4 .3 Test repce on 1) Air Wiltra iol s Te-s-rt� lter FB C2. TAS 2) Unifom S tat ir Ak Pres,IsIlin-EL Test pen-FIlCTA'S 12% 94 gue'd and sel by J6q-e A_ Causoi, P_ E, tSebinkni iranier .,S f4 0, aig 010 7 04t) o �11-2 bwr_�Iy nu&r_�X.4 _1147i fA, z labeled perrefereaced,NOX"e regliawllemeum� 3) Water Resi�muice Test, per _FBC_ 1XIS 101=7 �4 A 8 T I I i i AIr 111fdr-ra t kon lest- P e, FB C TAS 29- - tP4 cri �� -, r',l Ami ka, I tic, for delil tancv 4 3. Egre%s qetlable dalors unist ciaej"phlrjcrfh ralin cltgf %e& ddi I hft�blt Par FK reclaireraimt. is: applicable. Large Miskle Impact 'rest FB C_ DkS 20 1 94 2 that fiatm, St at tic Air Prerssur e Test., per FB C, TA S -10 2-94 sk- fl try, I i K"lear and Wltirc fill d"K 1ag Orl 11, rIj, I 'r , T"T'04:1 1811t. 4. Porlxmwalls, ander separatieft-ep ,,A, to- be ieviewedlayBuildi" offill It J, C-vi 'Wrmdl P-i L Per FB-C_ TAS 2`03-94 09 ) 'IL�jl i -ciJ-9. M.-aver Resistirwie Test- FBC" T I c, I'll. --o I ic,- oe �k CC:eo t N 1c"i- 16- 11 6 1, 1. is im: ed ! cil K� Auaerit: a. Inc, � for flk.- ff', LAIR, F11N, G: E ach und sha it bears peananeat latelurith the cr=rarf-hr1rrtuwqi"l� a izr 1i cirl state and &ent% arA followin statententr- "INII.Ami-Elade Ccvaary FmAs-1 Couttol Appro,ved �zoted herek 6 li Forced F_-am.� Teat- lia FBC. TAS 2021-1�44 g -it I ma r1aerd-up, dmevings slastahat- diagram- of ii�iftyl Wiu�g- gla_sIs J. it'NoL PHParp 1, 4� Laf go Missile Impact Test per, FB C � T_-�S i L.ct-ad:LLgl,�,?,r.'FB:,I"."",,'T'��� S 21 1 -9141 5) C,"i, Wmd Prft k 03 Yva4cillit T-I V pra Clem C kal= all(l C Ij Its I 1"N fj f z lion m9i i Novel'$ sc LU ig RENTWAL of tlds N_-QA vital be C"')nwiliel le,"11F.-I sc rat ii, "I"restin, Lab. Trnr_ Report @�sted a id g_ Test No. FTL 84.47. dated -12-04 14'5, 6�ip, Crl -C TAS 202 04 6) Frlrced Entry T;tg- per 17B - I IT %-T j;; Chanp in die applicMe buikfiq Coi nerative IV aflkctow,,� the perf6irraAwre.cfffihi prad acir- TERNM, 4 epor inns, pOrtecra. P �F. (Teq r rinq Ietj pyldl, t I_ ised on 0115116) 4 Te i i-e port ctn 1,� �kirhif trari=Teat� per FBKC� !AS 201 al mq� ffi a t Is prep; q wu It d-ur i.iNvings iWaRatnan thapaini of JanIaIj shAing p a fii It di ,I as door, esA-1flzuA-5'11& ). , (20 4) aW F-BC-641'Editiou I ell d bs L11 -Xi ps� _11_ji ISMVC! LIVI-f-, Uh�--tMel-43U 1 R ue, It, Ina-, Till tel illow Or manufacalre of the pimaducitz 1 NC ota pi adal 12 _4 2 T Static Air RcsAue _sll FBC_ MkS �()M w Tear r - 211106"Irp', sli ['Ie alid Seale Jorlze A.. Camo. P. E. (.51(bolittled milde; 0 4 A",, 1 , d b,ii N fj,� "'L i ti, �'j 4 11 r 1 7� is i5sic d by i ilamifacturier, 91 ed Lai 'fine 3) NI Resis=c-e Test, per FBBC TAS 202-94 9107 ow, IV, sel oftl- N-0,4k shil bi- 4,) Lmrrf !c TIett pittr FBC, TAS 20 1- 9­ 4 01TRITSEAMN le NC t-Amin iiiaef pg b, ade Cmwt Ell$ arid IbHowed 4ythe eded yffi a "Mr a thv "t Cwlic Wind Pressw Loaftig pi FBC, 20 -P4 J-LA -IS ALC 4TION FIS, Daw _zIell: tov J�dlao Chanda. P_E_ . 1: be yed- then - ahatll b didpla- -1 6)Forn EnmTeq�pIffF_BCTkl32l02-A - - 1, Aiai, or IlIerification Calcudalk-ms and snuctural milah complying -al FBr--Lrt - 14� 1 in, aloa;g with mmiked-up dra;�vlggs and installation diagmi of'vdill sliding P-IaLMI door- pr.."pared by PG1 dai, J 54ad last reil ina ("I") 1 16 dgued and sealked by _1K -`Ill - A copy of iniz 1 n 0A^'__-_"bePWVidc&W (lie taserby end N.� -the utazn dacturer cir its d istr III m-- and ftit n _g Lat% liall Test Rq at No- FTL 85 dated 5� s;i I T- d h it AI�xbor %I -ra: I zltrsder,.N'41�X4 Nv,.154 110. 10,11o, ��l of AIc il ci� 13-1, br- tbeir Senes .." ), i I 1� - tball be mr"IaWe *tv kVecdoo at tkepolb site at the requestr Of' at e BuildialItt Official- -1 6 d �),2IIJ 1 16, sealed 1�v Plalmis Ortega- P E, I est reporlter�-!Wa an I -P-E azang tl,�lconplies with ASTW-1 C-C 'j, 11"d S h dul (7L 14;3�s fllf)i 0 U "K eu I I w'CKI) - L ArLi ex-piting on 0414 121 1 0- 29.015andrWai pattem E-L E-21- E-3. E-4,L Z E--5 &B-6ai-s- weltaii.- awrolial olaruwxur, mentlowdebol-�:-e- Thesetlimifted. cloll JI 1',,III zen.IIefived bylsliarl II Clil PXI ExpirationDate., Awrill4I.N.26 ExpiradothEme't -April 14.20Z6 Expir2dtill Date-, Al 14, 0 -Apti Date Date xL 4 3 &trc h Z Q I -ApprIl Dat*i 11,wrich r-p 11 im a I'Dia - e la n, Z 4 It 021 pagio I E CGFIVindows and Dooj:j� Intl N'OTICE OF ACCEPTANCE.�L E N-"1DE.'\`CE WEIMIT 11 D NOTICE OF A(�CEPTANM, E VIDVIII S VBN U'T TED NQT1 X ACC L L T �A�_N C -1 j:L*`ll ISIU: EA Welace Sulanumted under pfeNjitylls submittal 'NLITERLA-L CEKTff ICATIONS 111confitalle) 'N ew "ubmitted Z Evidence !"s QUMVC Part ' I - o 11 A SIRN 1 "IR Theimaal Cilctaductivitv no'!M Stand. yl� ;a , A. DRAM'U�GS'l C1,881 BTU4th A,'-,'P F 12140 V -Pa6s. D-10i I- Al, DR-1AWNGS I. Drawdag No. AN ID-115577 0.0 Rev B, i ekid "V, inyl Slid ing Glass Door INZOA (LSil sheets `1190 I.G. ED-1wila&Y-Ni, Fog-Pm� 11s';ibudwid nufflerp, 0_4A Y 0A 11S) I. Dri I 11D.-Szi Re%- & ritled "llill Slittiniz Gli Docic NGA lLINIT� uleerrl 1 I tlireuT2-:h 21. prepared by rs factarreri dated i0l 5 and Im re%illsed oui 7 0i �20, signed, mild scjk'�JL byLA_ Ly1m. 1v ler,l RE, .115 6. Qumex Part Rall conAdy4 -o- I AS'Ill C IS -Thermal Condmictiv- 2-22 B 16�-u 1, - =17 I 1 21 of L, piq-imed. bvinanuflacturer. dated IOA0151:15 aitdlast reeris,ed on:011111011" ti - - - I simed soalelill b-v L]VIlin Nbiller, RE- Cn) L) AISTINI F 11 49 1,`,VV­1RI -Pass, oLSTM 1" 1434 Anzion Pero _an- ASTM ,wid 4rrk "511 t"Co"a S istS f ep J'aC ealent same el" �C _ Ill Nol This nel, V nstall'.1c w d 1i ftaT he d, CK ln fri_'N B� TESTS bevM i1wo _210"IT: M 2"1 S9 E('T� DUrobiLL' --No Fos:7, ASTS,`1 E DelIs- Point 48 lin5 1. Test reports on-, f) Air Infildration lest,, pi 1,1CL. DcS �94 aubmitled under I`\'i,)A.N`t?, 1-5-0 65). T Uinfician Stafic Aiz pressure Test� Loadingper FBC,, MAS _21i Vision Em d paft __oil Y�thyl 3C 13. 17oh=w Sl ifi,�:�atwlli B, TESTS 1� None, a efr FBC. TA.S 21 3' Water Resa,'twle Test, P Chia 11ill or ll YE:'i I Isv for Rigid PON Pr ic f fhr Extmisl 4) Lam 'Sliss die I notact Teg per FEBC 'TAS 201 a AjUNIA Feivstraden't Exterior Profile C'elifiratiorn oct:tgram i N-nibrekarel under, a I J�i 0.109. cIl winis Pres,cor Liall per FBC� 1AS 20344 9 195) _+N M1 i ol APR 0 8 2023 along withmadmdAill) diagtan ofall PIGTHudustrieshic, T, 4�NIIA6 (I 81 Vision Extnw LLt �,I, P an a c oraplivukv, Wula tepresentarril tiaiisfivistied ttelomv said. tie-, toi.-pialif Dowsil '701 andDoWs;fl_r 9-83 Isilicones, 60-nitirM underA0AA`atI 15-0�kOfl too T Labo, ramc I�, JLaa� , _f last P'arporrsl NTo_ prepmed by Fenestrajr" I 4 FTE.-18_07.PG'_rPW5520'. FLud"Window i1daft 6 iii proWsali), dated YV1C_1-_A_ 303-13- 'Viabuinay Specif o_-t'jon i RL�j�,'illl PoIc osylAC h-1 e 9 er i o r, i_r I - - lay A�Ai-ili raflel t "i Prof9eq fbr. Vision Ev-snLskm- Ltd_-VEX-1 nai on, Ememr Profile C n.- D k L f T Y A '-'r i I R -A C E - R 1. Xhanai- e Depailbrena of Reigni1atGry -and Etclinionric Resmces REER! I Cl Ul as-4 FTL-10- 1w Wil %- T CAI Alum- Out swfim Ca ti 117ir w 4ana pu-I 10 Notice of Acceptallirm N, hotod to Emeirgi, Sedwc:011L USS,A­ law_ for N.IATELRIAIL LCERTEFIC AT R S cT tposa 21,07.3�.PGT'PIV,-162,OAAI,mmaimri�wd in loarat 9T 'a m and FTE-20-210i W dt, _a I ir _cji 'L. f r -wb' ej -1-hitle- Ri! i lo their an 3040 & Ii it shade (non 11 , X, PI'l', at rXrj I -N We 01 No. V41305.1).2 Issued to Kurat-ay America. lftc,Ii fordletil, Inc. Virtual Review Assist, Inc. > PG1FPW, 7620.4k Alunanum. Fixed Window Ondt '10 inproposial) tiated 07 au tigmed Windo'livs and Door Cel -firing IDE 0104 _2 I 'Notice C 'kair, and C'olor PVB Glass Interim, His` " eX Pli�,,;ns Review completed and approved 0 and sealed 1�y lili Ortega. P.E_ 11 of I Arfa�epjame No, M-012121 102 issul to Eiratim- ram—lesualicm Soilsjtran� ul&-k , lac� for "iTchice of Acceptance _N - 17 o issued toKti America. lac, fortheir "Senti-vClati :th the 2020 FBC 7th Edition foli Comniiance W1 thelx� serik!'S Rigk'l Pi Exclet-lor Extim exparliamon (Clear and Nklinei ("m"lass Interlialai Wiring on 07,04-l' 3 O-W a Anne Klahr PX2300 C CALCL7L��kTRWS MKI110, .1-erif -1 Cis 0 *2 Is 2 11 - E lo 7 hnited fairtheir, IF, nv-t ii a %011 4_1 0- a aw vi-m-tural cattoldIritag 1,=�,­khyllcl a. II S"r 'j(' ji_ 2- Ni"otice of,Alccq,�Iaace Nai. 10-0203,10,11 issued it) Enftv-i Fei 401 jh ot, USA, Inc- fo, oared 111ifte, Rigid P`N'Cr_Xt#riQr afitt�d oi, Laminated) gne mid Sea ml� Edidiart (202,01'll, da red 041120- prepared by nizinfactuser. ar d I ed tiseff- __Brj'oo�Ie & light sliade cap coared. Mate Rigid PNC' Extedot Eymis'ls s for I Dil e: AntlicanirLyrani Nilifler, P�F. 2. Windo-tris, and Doto s-_ expiring on 04,46,25- T; al rdej ,q_IjddjI fli. 'y it" Cteratar, I, INO Uniated ,9 110-0 Tau 202 aud lightsu shades Rigid Cellular PVC Ersterjor YI STATENIENTIS oy I Xtrusiorts for NA"Miclows airdDol CXPImlgcalil!� 0I .%li-atneDaide Deyartmemof Regularoryand Ecceloralc Resaltroces 0K� 1. istatentela, ( lel Of to FBC 7a F-dwori f.1020')_ dated 04,:'12'21'­O� ISaued t�q Aed A immul,lacturer"I slig alad sezaked ZWOW�; T RE, I, F, STATFINIEEN-f IS CL E. 1LA TFREkL CERTHIC.kTIONS Slattment letter of no folaincial interest a4li of indriepenota'-k', js�� '-d'itay %flastufacTurer. daed Statenwat letter of' to FBC -7 -Fdidlon t20'201)_ dated 02lipilill-11. L. Notice offAxeleprance 'No,'19-031-05,IO2 issareditia, Kitzraray Amer Via. Inc. fbirit r N/11 &, (1� si nad and sealed bnl -Arithim-rilir Dum 2%1fllil RE_ 9 a smuf2cturer. signed and se Ile dr tty Airthon a, Miller, P.E. U) "T ratiff 811V pitraclel Ckar., o ad I olor PX'B Coll Interhyers". eViting on "Ov add a 1 Private Lalbeluva: Agretanent devc-unimut beft PO"L dated, 0:3 2- Private Labehnz Anmmient dated 031 1 eiem��een PGT -wlasttim Iio,:� az 07II08124� ar-coillzed Parties,, lvindollw�s and boars Inc-sipied tT, Den M. Rua M� 1`1_ V�R clellli!�]! Co 1 Noticeof _Axt:.-epa,-&ceNo.17-08Q3M isswedtoKm=l. yAmlierlcia, Inc. fortliew 'IN wirm nd Whire) Glass In 0711 both co .4 e-V on G. OTHER%", 1, Notice of Acceptance Nia, 1,84.106, 1.0 ssued to Visi Ewnisions Liulited fbr d1leir "'Brown 1, TLhLsNC)Are-vt�e-,NO--k*1'7-04!0,.O(i(Lp,�'T'IN'�f-"C-'Tl�'illi�ll�ipidite,lA�-eyB"c�20210(--"*Eflitiony- G. OTHEKS Coaled (Painted or Liami"ttt4l NIlike Rigid PVC Exterior Ex-Frul .W- C 1 2 1 e ing 04 i - L Mis NTOA revidei venews.'i 20-04:9.05:s wCG1),e_ a­ur__r04;,,-!-'26 for lVindovilIs and Doors". eqnsing, on 09/30,24. RFER Test pmposals "19-1155 dated 01 cyoedlrilslaa�,j Chart&,P�F�espirmgg appr a Thentarearass itatedPLA iie _21-0105,101� eqaiong 041+2 Cz 41, Notice of Acceptance No.18-1106.11 issitted to %,Lsim Extrinliells'Limittild for their 0411411121 series ­17E 1000 Tau Z021 and lighter shall CNow-Niklive) Rigid Cleftlar PN . C LU Exterior Extrnistans for NVindoiNs arid Diaots"I", exp on 1242fiII17L < (D Isksill 1, C-tiouda, Fl. 1 4-a ir It Ch A a Ida P-1 Ishnq L Qtzud-;�_ F-E= Prodoin Ctl Uiuit Siap4rllwt 1h,oidiar i Concroa Unix Swre-inr cm. No. 1 - # o. 1 n NOA N70', Expizallasou Date- 114111,io!6 r Daw; kp�ral 14, < E rpillatial Dare April 14, !P26 ikpproval. Eta, t*- -XIarck 2:5. '.01.1 App re, I Da u, Ifarch 15, 10il __j n Umrora I Dam Uira Zgz, '� 0'. 1 F SH�ET NO, March 6, 2023 11 NP w& A S 1 1.4 CD —M > C) MIAMi.m MIANII-DADE COUNTY 0 :3 73 0 PRODUCT CONTROL SECTION DEPARTMENT OF REG-LTLATORY AND ECONOMIC RESOURCES (RER) 11803 SW 26 Street, Room 208 Cast -Crete USA Cast-Creft USA, LLL -'reft, USA, LL" BOARD AND CODE ADMINISTRATION DIVISION Miwni,florida,33175-2474 (D Q) 7'086)1�5-2596 F(Xo)315_2599 NOTICE �OF ACCEPTANCE: EVIDENCE SUBNITTTED NOTICE OF ACCEPTAINCE: EVIDENCE SUBMITTED N,01ACE OF ACC1EI)`I'AN(X:, EVIDE.NC I E SU&N-11TTED Cn :L__ NOTICE OF ACCEPTANCE www.miamida&&ov/ecunon%v 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-10605.04 3. EVIDENCE SUBMT17TED UNDER PREVIOUS APPROVAL # 12-0209.12 EVII)FACE, SUBINITITTLO UNDER PRE1*V1OUS APPROVAL# 14-0,903.03 to W Cast -Crate USA, LLC 6324 County Road 5779 A. DRAWINGS A- DRA,'%N1'NGS I �,�Gs 0 n Seffner, Florida 33584 11. Dravving No. FD461Z tiflud' "Precasi and Prestressed Lintel Details" sheet I qj'l, 1. Drawing No. FD4612, tided "Precast and Prestressed Lintel Detads",sheet I ol" UMI.- rc,50-essed Lintel Details" sheet I of = .0 Li- — M 4-4 prepared by Craig Parrino, P.E., datet:! March 24. 2003 and Drawing N`o. LT46 12� Iftled prepared by dated it arch 24, 2003 and Lhinving f o- I Craig Parrino, RE -f 03/2410_5 and Drau*ing L'tll 61 th"'ed "Casi-Crele 4 ", 6" & 12 o W C:) > SCOPE: 'I "Cast -Crete 4'� fill& 12"LintelSafe Load Tables", sheety 1 ihrough 3 of 3, pr�paredby , L74612, fided "Cast-(,'rele 4", 6"& 12" 1 �Rfo` sq6l� toctal I ihrom�)1�3 of 3, h'istrevision daled 061,11! 241 4� all 7:3 E 2 This N01k is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrinf.�, P,fi',, dated,kfarch 414. 2003, lctsl revisiopi.it.7 daleetilprd 28. 2003 both 1hrough 3 o 3, prepared by Craig Parrino, J�E., dated March 24, 2003, last ? l�' � .1 �r UM, ic n 08119114� 1 -6 p7l'1,11, 0 0- The documentation submitted has been reviewed and accepted by Miami -Dade County KER- Product Control drowings signed and sealed by Craig Parrino. F E. ",1'r revision dated Alarch 11, 2008, all signed and sealed ky Craig Parrino, RE-. on 2. , !E C/) 0- < Section to he used in Miami Dade County and other areas where allowed by !he Authority Having Jurisdiction (AHJ). & TTFSTS Afarch 22,, 20j2. -1. Test reynorvon flexurcol tesring on 4'i 6" Pracasio Fille4i e-ld 1 "is NOA shall not be valid after the expiration date stated below. The Miami -Dade Count-N, Product Control Section (In Miami Dade County) arid/or the AHJ (in areas other than Miami Dade Count.--) reserve the right to have Utifidled Modch. total of (73) concrete fintel spechnens, per ASTAI E-529-94, prepen-ed by -Applied Research Laboratories, ReportA16, 30404.4, dated 04110103. signed ar. d- & TESTS None. A L Cl_� e.-O 0 N S' ��a K;, - �,�.Tlz? 11, "n n:� Is, 900 J 4, pages 1 4� �2 0 1 through 14. 236. this product or material tested for quality assurance purposes, If this product or material fails to perfonn in the sealed b , (.hristo her A. Ifarrion, P2 E. P '�yjig , acce,pted manner, the manufacturer will incur the expense ()fsuch testing and the AID rnay immediately revoke, C% CALCJJ L,&TIONS 1) J�� '' J,� "" rp� P� VT070� -- _J__ SA "?Iel 0 modify, or suspend the use of such product or material within their jurisdiction. R-ER reserves the right toTevok-e this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material C. CALCUILATIONS 1. Calculationsfor Cast -Crete L intels. dated 05.,29103, 20 7 pagc_s�. prepared ky Crc��q D. J� None, -CE QUALITY ASSURAN QWA1;i'J­ k I ILSSURANCE 1,"­ 17 cow"11) De, ?e da,w;7P.-.--d on Re o (R E R) fails to meet the requirements of the applicable building code. Parrino, PE,, signed and sealed by Craig Parrino, A E_ L Nflami-Dack County I eparnneni t�)f'Pcriputnng, Catculations for Cast-C-Ireate L irae, A,, dated,05129103, 140 pages, prepared by Cra I,- _VIATF'RiAl CERTIFICA-14ONS This product is approved as d ce ribed herein, and has been designed to comply with'the High Velocity Hurricane Parrino, P.E., signed andsealed b_y Craig Pirrino. P.E. E. N1ATERLAL CERTIFICATIONS Voleil, Zone of the Florida Building Code- DESCRJPTION: (Cast -Crete) 4", 6" & 12" Mgh Strength Precast and Prestressed Concrete I'latels D. MATERIALCERTIFICATION: APPROVAL DOCUIMENT; Drawing No. FD4612. titled "Precast and Prestressed Lintel Detai.&% sheet I of 1, L Quality, Systern Alanualfior Casi-Crete Machineklade Pre-ewl Linteis revised on 4,10, 1, F. OTHER Oi­ I f Vf,!�0,4� At --d signed and scale e_ i 0) �d by Craig z prepared by Craig Parrino, P.E., dated March 24. 200i and Drawing No. LT4612, titled 'CAst-Crete 4--, 6" & 12" 2002. - L Letter _#om Cast -Crete Corporation, doled February 03, 2012� signed and sealed e wflh th f7on, da Building P terPi-,. C Code, 2014 Edition. Lintel Safe Load Tables", sheets I through of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last or Prestressed Cast-Creie Quali�ySystem Alcmuralf Products dated 200? -1a Bu d Code 20 0 J Craig Parrino, P. E, c ert?,tying comlilionce w4rh the Floric il ing I revision datedJune 12,2014, allsigncdandseatedby Craig1hurrino.P.E, onJauuar),22,2019,all hearingi the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2, EVIDENCE SUBMITTED UNDER PREVIOUSAPPROVAL # 08-0320.09 , Edition- 6. X� \1 [.,�S.ikiPROVAL 9 17-0821.18 'i'_" V I D F �s, I,-;' S L"li RM Ili IJ N DF R� I>Idt F", I t)JZ,.A1V*INGS date by the Miami -Dade County Psoduct Control Section. A. DRAWINGS z 4- EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 13-0321.07 MissILEWPACTRAi,ING- Largeand Small Missile Tin pact Resistant 1, Drawing )Va. FD4612, tided "Precast and Prestressed Tinrel L)ett-tiLv", sheei 1 t?f 1, A � Nk' NGS DR,!k I LABELING: Each lintel shall bear a pertnanent label with the manufacturer's name or logo and the Miami -Dade prepared by Cra- Parrino, RE., dated A,.farch 24, 200 and DrawirmNe.,p 04612, ddexi rg 1. None. County logo. RENEWAL of this NOA shall he wrisidered after a renewal application has been filed and there has been "Cost-Creie 4 ", 6 " & 12" Lintel Safe Load Tables" sheets I through 3 qf 3, prepared by Craig Parrino, RE, dated iviorch 24, 20-3, last revision daled.,ylarrh 11, 200& B_ TESTS W no change in the applicable bididingr code negatively affecting the performance of this product, B. TESTS C. C �A. LCU 1. ,kTJONS 1J I Nonr. TERMNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. None� C. CALCULATIONS None. D, ()IJ-;%=LIT)` ASSURANCE C. CALCULATIONS product, for sales, advertising or any other purp�oses shall autornalic,ally terni irtate this NOA. Failure to comply with B,),;)I�liaLi,,.,;�L'��!��ert(� Coun4� �11�-�/! Ecvnomic Resource�sWAR). 1J any section of this NOA shall be cause for termination and removal of NOA. 1, A�'6ne. D. QUALITY ASSUFLkNCE ADVERTISEMENT: The NOA number preceded bv the words Miami -Dade County, Florida, and fol!owed by D. QUALITY ASSURANCE Im Ay Miami -Dade County Department of Regulatory and Econo.-nic Resources (REA). E. NIATERIAL C 'CERTIFICATIONS the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1, 13)),Wunni-Dade Counq, Buddin Code Co)n �diance Qf e. 9 'fic be done in its entirety.- E, Mi-kTERIAL CERTIFICATIONS 1'� ont u� R INSPECTION: A copy of this entire NOAshall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICAXfONS L None- ce Loitefl 111,ah ,he ride,,, Building C__ de, 2017 Edition, issued by Cast - shall bt available for inspection at the job site at the request of the Building Official. L None. Crc[r e 08;0" /17', sicnetl(t seaI4,�d bi,� Craig Parrino, P. E. This NOA revises NO -A 9 19-013034 and consists of this page 1, evidence submitted pages E.- 1, E-2L E-3, E-4 and k) j E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Makar, P.E., M.& ,,-�Aielrnv A. Makar, P.E.,M.S. Prothict Control Section Supervisor /-iAfelmy A- Makar, P.E., M.S. Proihict Control SeldionSupervisor CAeltuy A. Makar, P.E., Ms. �?rwl m NOA, N o� 20-001), 15 I A M K E EMC 0 MUN TT%Y NOA No. 20-0630.15 NOA No. NM63035 Rort Ciiti trial Section Supervisor NOA No� 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/1112023 Expiration Date: 09AY2023 Expiration Date: 09111/2023 -0 �tv 7 0 Approval Date: 08/20/2020 Approval Date- 09.,'20/2020 Approval Date: 08/2012020 Approval Date: 0&120/2020 Page I F - 2 E-3 Cait-Crett USL LL Cast-Crese USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7� EVIDENCE, SUBMITTEDUNDER PRE11710'US, APP.ROVAL # 18-0424.04 9. NEW EVIDENCE Sumurf'ED A. DRAWINGS A. DRAWINGS 1, Mone. 1. None. H. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. Ncme. 1. None, !L 2 D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. Blp Mianii-,Dade Courwiy Department of Repilatory andEconomic Resources (RER). L �y Miami-Dode Covniy Duparoneni Of Fqruhuory andEce.-Anomic Re,wurces (RER), E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. Mone. F. OTHER Compliance Letter with the Florida Building Code, 2017 E dition, issued by Cast- F. OT11ER 11. Compliance Letter with the Florida Building Code. 2017 Edition. issued by Cast- U) Crete USA, Inc., dated 08108117 signed & sealed by Craig Parrino, P. E. 11 Crete t T&A Inc- . dated 08108117, signed & sealed 1�1, Craig Parrino�, P. E APR 0 8 2023 8. EVIDENCE SURN ,UTTED UNDER PREVIOUS APPROVAL # 19-0130.14 Compliance Letter with the Florida Building Code, '020 LVition. issited ny Cet�s - Crete USA, InC.. dated 06,,7 1120, signed & sealed by Craig Parrino, P. E. im �. > A. DRAWINGS L Dpwiwing No. F04612, titled 'Precast and Prestressed Lintel _Details ", sheet I of 0 1, b.v Craig Parrino, A dated March 2-1, 200 3 Drcriiping No� prepared AlF., and CL LT4612. titled "Cast -Crete 4 12 " Lintel Safe Load Tabies", sheets I Virtual Review Assist, Inc. < through 3 qf3, prepared by Craig Parrino, P. E., dated March 24, 2003� lost Plans Review completed and approved rer-isian ikited.7tone 1Z 20,14, Craig Porrino P E, an oi compliance with the 2020 FOC 7th Edition January 22, 2019. hby De�ra Anne Klahr PX2300 0 19. TESTS 0 1. Nrone, CL C. CALCULATIONS T None� (1) Cn D. QUALITY ASSURANCE 1. By Afiami-Dade County Department of Regulatory and Economic Resources (RER). M co E. MATERIAL CERTIFICATIONS -.0 < ]-� L None- r) F. OTHER 1. Article of Conversionfur a name change. UJ C*Ari� A- Makar, P.E., MJ& C�X Helmy A� Makar, P.E., M.S.", Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: (19/11/2023 Expiration Date: 09/1112023 ,Approval Date: 08/20a020 Approval Dale� 081,20/20,20 E-4 E-5 SHEET NO. March 6, 2023 F-1 1 .5 .... . ... . . II ECO triac"IS6 4 ENGINFERING COMPAINY WATTF)t A. T1M, Ia., P.E, tv ter rp�Eu wl Amin I 21 I UM �142* �ffive� �� �OWP I Di July 28, 2020 I iYAWIti Sus-CATEGOI St&M panel$ PRODUCT NAME. 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURERI qjobm4� 1 4800 SX, 51 Striak DrofiI FW48331314 .1,_MP0$1E.jQF_ffVALVAi � This is a Product Evaluation Report isstAod by Walliter Ai'Til4t it, P.E. (99stem III 1900) to the Gtobal Protainkir Products, LLC, Rule Chapittr No- 61G20-3, Method ID of the Florida Department of Business and Profesilido" Regulation, 7hi product is Writi issued an Evaluation Report as desedW herein, mid has been verulaid for compliance In accordance wifto the 2020 Seventh Edition of it* Forlda Buildiling Cods, and to varily that ft Product is for Ve purpose intended at [Past equivalent to that raquimell by the Code. D Wr Product Report afraid W Subject to review and reyision in case of a Building Code Orange that may affect its limitations and conditions 2-EV-1-WENCE MMMITTF-D ; 2 ,il-PROQUO EYALU ATIO N D= MIE RI J; Drawing No. 20-ITC ffiled "ZD GAGE GALVANIZED STEEL STORM PANEL", Streets I thru,26 of 26 prepared by 71fteco, [no,, signed arid sealed by Walter A- Tfllit� Jr., P.E..; dated 07,E2812020. This drawing is an integral Evaluation Report, h Pe 44167 I63-5.5 U. 36th Street, Stifte AII Floods -131 0 - 11hure- 30.5t 871-1530 - 2 Laigenus-stile �Tfflmcl and fatiiguo load performed under TI 201, 203 as per Section 1626 of the Florida Bufiding Code. rifirinntatic loads ,as per TAS �202 ProtocoL Test reports propored by HuriFivans Engineering & "resting, InrL,:FIaperts#r,-,P,-'�fi-4c�atedDBI��]�Q�,�P96,#gC-5'70daLed0gfl&'19,qe, fI13-7`30 ds'noil all three, signiods"A sealed by Hector M. P,li ToArig Inc. 2an- dated 04116111993 and 2126 dated by Gifforot F,E. and Report Us. 102 I 91LOI rjg, 4, stritined ridby Edrivionido Larli PrIE. end On 20 eirii Va. deign Wind load, as well as maximurn ancr.<ir Wind ad nd n 4 Pa alength based on rational and drualyils, and in with Section Ili of the Ficulds Building Code, Calculations prepared by dai I 1MAIS a W signed and so-oled by Isfafter k T111111; Jr-2 P KL 3-Mme :: PA-C! Large missifle trnpat:i under section 182,03 -LE Wif Riirida Building Pe- 4, WND LOADS RESIST _NC asSustain lofind 1 I q, 23 arid 26 n 26 flo uct Evalfriati(m Docurrand (P 6 71i j en Foe LIQ ha If be as i ndoirled on B. 9; I 0, I I 2 f 2 13, c 4 Product E vi Ill or I f jOCLl rrifoot ' P D letils indicated on sfieiets3thru 7, 23,24 , kfl� of 2d', 1i " drawing No, 20-176� he as shoal's I4, 16, 25 26of 26, of E co: is O..-MA-T-ERtAt-!�-ii,APAC.TF.RLST�C-S AND SPEC _JFlr A filli be Strictly in accordance with General Times arid Sheet 1, 2 and 22 of 26, of Pnodiud Evaluation Docurni (F.E.D.)I, drawing No.20-176. Anchor Shall be of, im,hrated on sheots 1, 7 ond'21 at 2b, of Product Evaluation Dooument (P.E.D.), drawing No. W�I 76, 7. LIMITABON$ NP -AL _QQ"D TLOIII QE__UM 7A� Shall he stiiclfly in compliance wftb General Notes No. l,b thru 14. indicated! on sheet i ,if 26, s woo as General Plates # 1 Mar 4 and I 1 thtu 16, Indicated on sheat 21 cif 26 dif Product Evalumon Docu Intent (P- E_ Q_), drawing No. 20.1 Tfi Prepared Ist Teecri Whor add signed and sealed bv Walter A -Fili Jr,, P,E. Product may be ira-tiated within HIGH VELOCI rY'HURRICANE Z01I as dralitned )in eafion 1620 2 of the Building Code, 73. Product shall only bee, Into poured cncrete, concrete blooli and wood frarre siructures. Fix.4ticit Evaluation Report prepared by k Tilld, itr_ P E� (Floods Licanals No 44167), PrlWent of Tiltii inc. (Florida (A-CA)W71 9) � 441 67 5TATE 0, V is 0�1� TIL TPCO ADMON RECORI-5 � P_ III RsPORT,20 % GLOSAI, Pool (MLYAWieZu 5-reat, OTORM PANMIERWI 78',RE?04;ffP .. . .. .......... I0 2 C MIJANTY REPORT NO.: 20-0727�02 DATE: July27.202CI PRODUCT CATEGORY: Shutters PRODUCTSUS�CATEGORP- Stsom Parrels PRODUCT NAAri �2�4 GAGE GALVANU4I STEEL STORM PANEL MANUFACTURER� 48DO &K 51 Streild Rados 3T3,14 This is a, Product Evaluation Rport noong by Walter &Illit, Jr., P.E. (System ID # 1906) Ia thp- Global Protection Products, Lli Rule Chapter No. Method ID of the Florida Department of Busin"a, and Prialliesslonal Regulation. This product is being issued an Evlusi Report as described herroin, and has been veriflah for card afirince I n Wth the Seventh Edition of the Florlds Buildirta and to product is for the purpose Intended at III to that required ay heGode This Product Evaluahun Reach shall be subject to review and revision in case oit a P-diding change that Maly Its finhhEreis. and 2�MDJENIZE 23-. YR9V!JGTMALVA_T[Qed_DQiCUM E _NT R E. 0- Drawing No, 20-17l5i tilled 424 GAGE GALVANIZED STEEL STORM PANEV, sheets 1 thru 18 of 18 prepared and sealed by WafterA� Tillit. Jr,, P.E.: defied 071211112D20. This drawing is an inte,R�*rrsvlis Evaluation Report i1c 14 W �6th guile Large rnissite eoISection 1704,11.3, ;F, r A,'­r,-T+,1r'l Lab of South f: I R� Mercer, P.E-, Er',onz P,E, Reriall 0219�01 -(Ia, dBt---,d Fe se,afeu by Emw, Largaeari P�F- if aHe po rt 61o. I 1 2,1.0 so hy PrE Tensile test report �nCL� da hd Fogrool and Posted ASTNI E-8 T-r.,- Pei, OC last iurqrF al Nr 3 !8, a.alee o 3j"r and sealed by Cin,24 Gage llr,ingth 0--i wind load, as widi beon section 1604 of Fui F dated 12/1 8"j, 'Ill A, T114, Ji P`Ji� T R E .1-5 1 9 rikNeE_ Lrg�2 4 G a y a I St R�l n a 1 Ur vE1 r f i i�� 0 T U a 12 Line 17 oflif of i Lion ovlo� 75, 24 Gage d 14, L 1 tk-�in shall be s krially in accordance with details itird icated on 3 thro 8, 12 ttlau 18 ot Id, of Producl Evaluation, Document (P.E.DI.), 10ini-ni, Separation to glass shelf 4A asirldicaled on sheais3,6�11 1 4, 15, 16 and "IS of 18, of Product Evaivation Document flo � E (" i, drayAng No � 20-175. L MATERIAL (;HARAC-TERISTLC3-AND-SEFX-WICATLQNS-; witr General Notesard CoMpolients indicated on oiI arid of 1 Z9� of Pioduct Evaluation Document (P, E �drawing No. 20-V715,, AjK1 o fr r iepecif zhaH be as indicated a n sheet I of 1 0, of Product E Cut i P, -_ D.Y, drawing III, o. 20-175, 7, Ll Art J TABON6.AND _CV.N1MTXQh11S_�Q �U: 7', ' bo With General Notes No. 1, 8 thru 14, Indicated I uf Product Evalurdiion Document (P,E.D.), drawinii No, 20-175 bY IM. and sealed by Walter A. 1111, JT_ II T2, Prijdac,l:shall not be HIGH VELOCITY HURWCANE ZONES sedk,,irr IK02,4 thi Florida Buildirej Code, �,3 Prud,ud 51-0 It0 ed into poured concrete,, concrete block, and struOures. by Walter A. 719111, Jv.,, FI �, (Rodda License 44, 1 P Inc (Flandis CA-C=571 9)� I7 OR LIFE, SAFET IaIFOR A TARE:CT011i rX bg 061WOUTM RY Ml- �r_�C&, Kht & IIII rROVI! Ia I n-- --------- --- PENEIIIVY-0, �WQ WMV 7f OF 11 ,/r 0.w ANG, Q, PD97MI Or I SlIqrX Eau F11j IR ON TRI: FF L AS f[off, lott MQIT LIFEIII: ON ffiiicnil sn� ;X IAM 50 60*01ri I'34's P00 VM0 0ASS WIG U5FQ 4N ns9V FAPPEMORE5 fa,' WEAW N 1, I WVH 0I ro I 0 IIN 14-0-iiii aii�` rAS� I W; 1,10 q 6L A' MID iqlit, Rio nr RAS FLUN 11 JN,�- NE ABOX W*Eewll o1cr lwwr,0 Tro, INC �y ri�STKC LAS 6: ii TAS nD TILS FuE �w WA�� PRO Z! *Q1 kS AUEXIC-t4 M11 LIQ Of 31I P11F, T* 1, -M Iri L 51� Q fK p, N a 11TITC i Tl�� ft . � - , , - - - ri� C', I'll. - -To ofti Ell ,JWE �F_ A5 illIIALL ikulikii W�Tk A7 SHAIL WAVE IIWVE ILIAN17%T1 10 a VD K N-14 AS' FfrFrfFE 1,14E ,S �0 or MO IME p y W II70 z S I. ....... %SLT NIAW,�, TM 71E eI Wq :0MIFOREW ffy F'AL'al 7 'fl- uii4W�C Ili -4- IPR 0 8 2023 54 8 EAQ40 Ali Am", 4 IIII0:11i Ta EM211FecEiIFE F.17 IICO i4� 41, OtPD Virtual Review Assist, In 1w completed and e �q FOR Plans Revis. I CW Iitir complian ce with the 2020 FBC 7th Edition IIby Debra Anne Klahr PX2300 IIMary Or WE I. ... ... . ... Iir, A ti, IIVirtu al Review Assist, in nd e .w complet R e Yvi ed a BUiLIANG CODE Ririti RULWNG CIO IhisfI i�T M GAM tALVANUO ST�a SIOAM PANEL 7/3' IN -to, i 17; NK, IIky.08AL PROTECTION PPODUCT5, I167 P OCTS. U III, C 0 IE 0 �109I PROn-1. TION Ispild _C.� LLC Fls RAL Pri lECTIrON PROIXICIS, 4: * f 2.:X2_'XLZ_,I:!_ lIIL tffQ 2109--F�Q -V O-E QLL& QrGR Ilf- QR R Ft -5 + :­%­1_,v,F- -a YADD �i ,, 11 � f- - _ III T R I V_R E 5 tIfA ,4 If I(am Vi elie,,r M 4 IIIIIIi [4 IL It L iI IIIIIIIIIIiIIII(2i mocia OR ItaugirnuG taus.) ifQ DUT jdigb"K l� II.......... .... ..... .. IICA II....... .... . .. ..... IX* IL-N f AOILDING CODE dFligib Vai S city- a Ioi I Surint SwE aLLEINQ0 STUL oRm Iii ton! I!Gi C,i a IWest, PROTECTION PRODUCTS, U. PRODUCTS, LLC IL Eco _jtj� fli qFQ id Rj a - &. 1 II &� � E.L L TQ GU:CQ0_,?_AQ_P1-L._0AM- WQ L tL I vuu$ 'L ILI D. �!__ ] .0i 4 � �E � E_ f IDETAII, N01I OR E S I �gNCR�) ir Ir 'Ar Pre FIIIIIIIIIIIIIIIIIII1, III . .. . ...... ..... . . .. ..... ...... I (D U) > (D 0 0 CL. 0 L) U) 0 C:) 0 0 L_ CL � UL 0 '4- C13 0 > C/) E Cn " 0 -6-0 "O 0- !E (n cz 0 Cz Ca F- -0 �� G Cf) z z W Mj c- C/) 0 (90 L) 0 LL1 z n SHEET NO. SH� 1.0iiiiiiiiiiiiiiiN W__ ARM AWINO " 4 A I m wr � -�J), zl`� � TARI ill M I a t 2:j- , ,---, , \ �, ,, "? F��4 _<s lool i Z_ - COAST" m - � Ill � 1 , _V�� � 11� . : - � I I � 1-�Jll 0-�, 14­­­­__ , V .,A, " ,Z�K --I 1 �6 1 ,r-.- � , RCs I � - 1-- A, 1, 0. I 11 � L I, � I. I E i q i I IfL� =iiiajp:=w:]I 71-1111 - " ' � ­1 k1w i "t"", '11, ��.-. ,� !:_ 49 � �R, M�� I � 1� QN, lit "a I L WALL NQ INSTALLLA3 .=Iv "i -AND FtQnR-M-Q I ,A UI _jQN_MR =`* � �Mn ..f. -to t - -,., - L,L 5PUT, ANEILA ,­,­__,__1,_ _.vIIWI1 AK­�,T-.-C-FLRA� a__ _ ___ ", 11 91W - I 1, L , I 'n" I I I AA, 71�1 f �I i , "' I i _P�A­. an � - -41 � ': �­­­ .1 I '. , ;,- - - �., -11 I��.111 ��__I � f �� - __ ­ � - ­--� RT'I'gW�' , , --tin4= ? � , f I!; , ��, " it ,: , , - I , , ,.f,Zl,`-A' rr���4ai+� ��,,'� � " � �,p,-_--.=f= I " . " - _L,_ "I 1 � j I , =� - - T � 'r-I-, t I � I, I, � . � r , I 1 1 , 1 � I I I' r -7, ---!­� -1 11 � �, I a h .. ie A", i", I =3 R'. "'Ir l , w roi I , � I 4 1 I I 1 r ; : I I � I � � I ; I , , 1. 111114FIV-1-1141, I'll-, I­W-j �) APIA' WVP A I - - I ��,� A I ��'Izll�,,,, . - - - - - L MCI.; , -1 11 :-:K� - �,;.!tnli im mi,oh, =�+__:t, �� -_ , ., . � . 7 �;t, � glop . PWAR I .__ � n .. I, I � - , I 1 � 11 -I ,�, I ! , ;, ,-I I L.- �l I � � � I 1 1 ' 1 I ' i I If P � I � I l T . I 1 T­ f� I , I lIa 11 1� I 11 � !� 1 ,, I F I Wl I I I � I � I � I � I !I I � � � � A /2 A, `12 f � I I : I 1 40, 1 !: I I I � I � l � I �� 1 � � � 'I I � :I t � * i! � I ! � i I � I . � � � 1 1 1 � � � I � I I � I i L !I I I 1 � I I 1 I I � I I � I I I I , � ,� � � �, � i � �� I I I � �, . I � �, I" -11 ­] ._� - I ��,_!, . , ,,� ��i �1- � , ir i - I �, � � IL ' 11 I I I ,� 1, - ", ,, - - " , :',�, , 1 , � I � I I , ii ��l, !I , I �, :L , . LLI , �', � �_�,� , + E� , L­ � 1 ,� '', I - I 1, ;;E�A Tli jal::�� [ ­ � � SQ-4Z 1/4" ,,l 11' ml,cpp��" , 1-1 , ': I , l I I-QUI., L , 14l � , �4 � �� ,� , ­ " . EIIEALF� 1,14 -I I �� ,Q U-4.41U­,j � ­.;71 ,--------,���7��;���--T=-7,����-F'�-�,'--I .... � _.__.._'1.,l_, " 1-1--.., I - 1_2� � -1 ­ III I i , �; ,-,-,-,- ,,, , , if l ,,, . f, , -+ 1--t _ -, 1_4­1­�-4'1; .... V�__. ­ , , '. ,,, i � rl, 7 �� L ,, , , �,, 1 1:­.W-,rwx'=­ '), __ � �,- � I 1 , , I 1___ , , , P.1 Apl - W � = , , � , _�, tu ... ... I. , " A-- ��, - � � . � I � I 1 4- 11 .. - 1 � � � I I , , , , � V *� I , _�� 71 _-1. 1� I �1 � - 1 - 4_1 T I , I I � � :: I "ll'A Am , � - i , --t fll� I "'! 4� � ,t ! j t I I I 2�1��­ 4�- iiii[ - All �g to I ,--*, � I I I ��': -1 I � �, _� A I 11 I � -_ � _-,� �, IL :1, :1 , . - m� � . ��& W W, %,V4 A 11 - t -, I 1L � ill q - _' ' "I � I WI PINVAMI'm - �q,1(1' QA a 0, �,� 11 0, L�! 1 1 "I'll I ,,, M noln"RA,"'Ir, M., I i .= 2 ",1W �,l, -� � � III, AvO% o . %lK ww'; � �. jw,, I '. �,�ZA&A__,L, -I III14 All'-.1 __ �o f'..." ,IAIR'Al".1" A", � 4=l-:1 � � , RIXIIII - , ­11 .... � I I ,�,I�� __', Ii- ­9L, � kl�,�� ­,� �,111 11111111 ,4LQAz5�j1"­ "14U _i, ,�, -I! I A �C'��j ", N*s3'!IAI OVIIIIT 11:4y, A$' A 0"'rl��' � @A', � 'I � �, 1. _,,111L �_ ,�_ 1 " , � ­ I 1 17 1 , - I , � I , , : el � W , F_ � '1_­1 , , I , I I � � t L it Ell ?'R t^`_i, . �I.H mil I USA IN IQUA" __IRl­� � .. ­ 11, 4 I'll- 'L 11l, Wkil V _�.`A � r � , "' " .I �, I � , � , r ) � � L ,- m ��'VQ i F-rUl C11-I - "I u �4 - PuAl . I _�V�� I- � : � � I � M"L1m_%bf2m I "',11-7- ­­ W� 4AW444 i RZWW,a lla�, --'! �, I - : , 'L- I - , SPAR& 9�1 � I TDRX WRLILMIAR' - / J. 114 9 -CIIIN- Aill, _�C,_,, _�, ______t_ ._ 1­ ,.-----. - T. , 3" I ll� " "-,* I � A 4 fzz;:z 0� �), .L--Fo.% �Llvel '"i 5" , & ,I, wn� V-V , �i M"i - __1 - � ­ � " "' '­­­­ . - - . I t, .I I ,"IV 11 - 1� - "l E I ,� ';�, N�ivi[.L .4 , aAll 49, Am �� ", , � "' I .... .. L ­ I I ", ,,, I � �hkli' ii. 1, -I'Alml ,�", '. 1, _� If _ - L-1-1--l' ­_­ ­,� - -I- I �, lifi, , , , " A , , '. , , I - I" I ... I I "" __ W0 I � ", ..0 A A V� ,­ _ l �l __ - ­w 1A1111114 - A, III, I 'i . I 4"I'" ­1_ll­­______� - �tL ... IzI%'. __ I �� W-14, rc V-U, 2' ,, K'" , I'll, �:� I � ., - , -_ ___ 1� I _j i !nAD pu� A�10. Pft33L,N hl,llflilil A To �l %,A ,�21`m "I I X It I Vlel� OW,�RlCjo ; I&oWT1v1?411Mw9_ 5IEQJ1WA_1. A 0�4 r EAP. 1, NAITZ ii I'm ALEC 0 mv,Ripiii�il Al"O KFM 11�!MS AIR 1DRI, fA earviIII ��I JI41,T C t.L jji��11�6,Wijl I Toll, oi� aRlin Uf 001ti o"i *�OI 09iiinilill" Ol T'o'.11, TIJF & W,IETT�'Aj ; I ! I I I I I 1 i I F I I � � ! � � i I �� 11 Ml . I : ; I I 1 � I 1 1 1 i I z � I I j! I .....- ­­V____ __ I 1 . I � 1 1 1 , I . : 1 , I I I 1 � f � � 1 � - i I I 1 i I I I L 2 1 1 1 t '![[ j 1 � t ' I 1 . I � 0 1 1 1 i 1 : � � � � � I F - I —",�7�� 111.112el—l" I 1 � I ! 1 � I I I .. : i I I I 1 � I � �,� ------ r - -­--7­,,��j � : I [ ; I � �r I I I I I I � ; 1 � ! r ! 1 I 1 � I I 1 i I i HI . r II � I � I E I � [ i � � , � i , I , �[..`� 0I.." , el 1 � r ! i I � � �, . � I i I 1 1 t , � I - Pl�� �� , I I L I T V ` , 1, � " ­­ , I, p", -.1-1 ­ , ���� z� �i � I ,: , , i i I �� I j � � 1 1 1 �� -, F I � , � � � � � � I 1� 1� i I � i I � *111L I , � � 4 1, I I .l ".thi A IE , , Ii � - � p 'r . ��.!,,� 11 11 �� - r , �! 4 11" L__ AII. jIU,IQ1R'V`W � �RAII "I1,NV4 %L.RMAI L , � ­­­­ i,_ - ", - ­4 _!1 I � � I �' " I , =11ft'll-I I �1,51?���7�MMM'.�.je:�NNL��.ILEVA=i gcoCt 1/4'�� I " IMv=j 5CA4;E � lIM­ l' � I I aq -puk E — jNjQ__EA1,$ NA W RUCTLI - .,IL __Q_QL_$j_ ,�-Ifv �,I — -­ ­ 7_,--,-=;-��­­ 7 � =1 .Ml t 71 ..A.. 1 , � _ I � I � � - - 1. � ­., 1-m .I ot 9 .t , ,� �: 1i ve. w �. 5�= - I � I- I - - --i i_.;,�__ __ I �; / �r %. -now ,, - ., I L' I a I - I p - - � T­_ , I - _;,,, - — I - I - - # - � I , � , i, v / ix U_�_fk _ `�_ I I I I I ;w " Am I , t I W,�al � _- ,�---,, il �_­, ", - 194 f_�_� , I I , I I �:� � Ill � - tt �_ L I�_" 1 � M � �� �Iilll '1_,;�­ ­ L - ,j_ r7l . _ _ � IIJ I I i � , , , j � III: , I I � , - -1 ... . , I I , I ,I, !,� I MTV. " ,V I 1. I, � . , .I I ` 4 t_l_ - _ 0 : 11 I K ,� 11, ! I ... - � ;;; � i I � 41- i IT I4 � - 5i - q ,, 1-1 - =l."Work�i, I - 1� i - � � - 11 I i I f I ! I- - - I � � 4 - __ - 7 - K 'k- . � Im � � t� - - I i - . � I .- = V;w I i 1 � - ­� 1 , a MAI I i, I -T ;,Ig - L� � tl�g � ,�% ,2, ez,� , ,---- . 54----� j I � �v I �� , ., �L� j _,' � , � 4- -1 ill Jl -I. Ir I t J _� A - ,_ L,_ - �,� - - 2 % M , . ��: � I - -� Im W, I �, , "I'mil".. W, �� � � 1 --V) 1 � F - � A&U-it"at2w 7--- � '� 1 C I W-ADUN -C AL1tmgxrgvE_-w , __ � 11, I 1; - ; I - I I . MALE 1/4' - T, , � I- I F , A, ", A `l­_ RIAN, "I , I I� I rmx � -_ . .I. I . . IMMI I I It "'40. � Ripill . f," "I',"", ; N I � AMM.-& I Ll im I I I L "r.." — SrAx� "'Ilt" - I" i; i � ,I, ,_� ._ '1�� '114L_-.1 , XAU-XQUHM 9C.R.LF; 1/6, � 1, 'I R�� g7 4 TRIONS ARI ONE ` CAUD FOR 5uILrAi`R,',�-5 WMA A-15,11, II LDl Frt.S. ­7C.-r I _ � s, f ,AND PAN- 'S L FINIDT-i t;;' TO 8'-,R- " -, . -, � L 2� 11 If ',A 'AC)LILI ir'-pi 1�0:W$TRI�VTHOW ii UZItAirim TOT li�'. SroWTHeRC; �,I. I 2" AVY SPECR,[�� �)Il C "Ry �'r 0 , ., . IA Ill Or, 70ki _ .11'..",�..-.�,�...-.-,-�ll,�.,�,.�ll"�'I.-�"I'- - , i ­­l.11,I.._l1.1,_­­ ,ND-M-f'r4P-!r,,(LWIWIQK�ll.��'�-5V,JSIL"�4� TOP A 8K)"ID&R, All(A)MINIT�s I'Al UE COPEINED lK AW WAY 1-0 15LITI ANY NSTAL,, 41 ION- I ___.. ­.._­__.___­ _____,_ %I"h"no i�., 1. IVWIl, A I _-� "Ityll I ", VIA 0. � , -DoWl "Aft.- V CRAT111 .1m pjftI. �i INI, VIA, 1-ill, " 5,6,4 I I ­ -4�Z - ­ -_ I L I 1- J.,jl�L:llr ; I "I ,A I l A I IRK z 1 1 � � � � I I � e I ; s. I . - . ; T__ r w I i � I j E ; � j 4 i�:�, - � 9 p - o � 5 k j RI ! �7 i � I! i s I! i i � � - � __ rMuNk a EMUMMM Y&LIL L ' - JNWALLA1tQN_=_.AL1LftAl INsig --- - -1 ISECTICAj AT TOP IS LAI rD -5l I I � �� R-I, WA . ­ � _jC t 'W . I' ASID Ki PRE�MiPS RAVCT�l ECA44; 1,11" � �' , I . _Ik I" - � I � 1 -&il - - — ' I I.". - ­ ,; I! : �­­­ ­­- , � 1XWcqE% oltillIpAV "'otilivi AIAEOOM, , . �,, 11 .." .. �� r .,�."�,,,�,,"ql:��IIIIIlT���:l��,�l�RIE��r,o���Hll:p�III!I AM 5DOMAX Wi!Uill'iIIII III. -...-- . . . . ....... .. ... � ___ Oil SIDAIJAILit ON '-, tuc VGKTI'�E ii IIIA Irwit VITWilh 1411 Mom MR wRAI I, Ri I � 4 � , 'r � Ill " I:[�� , 5KA I*, 11, P� 1,11 ., 'Ill, ?A14, 31, ' 1, cRiv 4, r4 I -*1, 2, & I�W/�5 . � i . ­1 � � - - ( � Rorm -\-\, . ; - I ?I: , 3, 4. 'I-, hDII)l4i 2,6 ��2 & 1 I$ � r �: ­ - - I C'Rl - - -] 40% ,�l , ., , '. . T' " .. , '"I ­_ � _ �l � � �! �� !!", .I. ��­_7t' Up, ­­ `5i,,Iu� F-Fmin-1 - ­ �����.,..�.���'.'-'��i�����������'�����, I 77 I L I I I., � i . - p wx" I 2 I1111" :� L . I . . ­ _L_,__ I . I 11-1 --- w I— I - I , _­ , q . 1. I -_ --- 1. 11 .�!�!�,� ,.-"— I K I I - ,� , ����� � . _ � � : , r .11 1� "I �, `1­1 - III '1� � - I ::: %:q�"Z:lnz: � � lz; I� �!'��,��'��� ���� � � I � I I 1� - -�- p- � .... � �: � � �- � ���' � 1, 7" " " "11_ - 'L I � ' ' __ --II �' LIL L 11 I 11 '"'], L��.4� 1, , I .': I 11 I I , i 11 I , I . I ill .,� i 1 e I - 11 11 " I - � I � . lu I no ro � I � I Z, I I l I p0i L"l d �, L' 4 " I" 1 L �'�� I � I I I �! I "", � ,I � :,, I � �� l� �-,� I � I I �� I 1� ", .� ,I, -, ;I � : I ;I I '� I I ...... l� , � , � 11 r �� ",, I I . ��, � I I ��, JI � III I! I , I � � , � il 10 11 , III , � " l.� � 2 1 I [ �', �' �! �L , �� �' '� I , I I , , ! 'I " I ���� I I i� 1 , � � I I - - — � I - Will." � , '" '� I , """ , , , I i I , , � : � � I - " , I U_ 1� � [] � I I � 1 � 1� : � J. 'L -I l �� ."4��__ i 1 I ��,,�01 I.- -14 1 1 . E __ -I I I' I ­ I �� . . I . � I . , , .. .. I .. I .. ­� I I . __ C?i - i l 1 I I i I : ; - . I I� � - ARF solevuluE RAAI � l 11 I �-Ism miAl ON- ONO d"lidUl ill *-Mmovi PIMUJI pATRATTA IIMV4:i�� (IVEM�A p�iIiII!, rV,K, lilipilli,�l I � 11 9 �11�w AIR - lw� :� I I ,I IN I M4 i I Pa I . I l I fj.]l � III I � I � � I L - � I I L � 1[ - 11] . - - 1 � I Al ill a vAl-, In I �:II' � e �� , I I' , , , II- ':- I - - ii 'I ,I III - ­­­ --,A-%,--- "Alve. a �:p ilk � �4 z .r .-r ------- 4'�, " �, � I -, . 'o 'L 0 . ­`�­­L ,.RlA 11, 41, ,� f, MIR t� �� � � I Q 1 1 i I , 1,11? � � ­ Ll 11 ­­,�A­ ­�,­-. � I- ....... . IR- I . , , l, I � I� �l I 1� 1] , � "I , 1.-. "A,,"I I --l'i I I I ­ 1, RIA I 1 � � I 1 � I � [ .., 11 '4'. I - . �� 14i 4 ""...".­r I M -1 I I ­­,_l l� � .I `2 � , Iwg(Il § bill, 0A, k A;Ak � I 1 I i �`I` Il'.WL ` . - " - � r . - � '�" r " , � !�_ '. Ili ,� ,A 4 1 - I , � �� 11 I ae� A I I I, �. O' '_ �. _ "'L ir I - 9I I l � , i � 11 � I " , � I, I �� I l I '111. $ � I I � '', I "i, ZIIIIN , 4 Iir � , l 1 1� I --- I � q I :1 i _RC (3 �� TA-r , " � I I � , I I , �� 11 I � � i I i - - I,�,��-�, � I ,- -I i .11 , .. , I I � :I � I , I- I 9/14) , �� . -- ii I , I �,,, � i� , � i 1, I � 71 if I I i I � 11 1 I � l 1 �kj­ Il''l I 11 � i I � I I 11 ,1, I I j I i I I oftImATF, 1011ovuR ''i I � 1 ,,,I, I I �� I � � 1� �1 a no plimIll I � � . � � I '7' , I I f I � I 11 I tu ODARS Oil- , I I I , I ,tr­---15'� � _Ir I I � ,I � -- ill I ''I 11� ,I L . ��7 .; , � ,, L �' ' � �,' I j I I � I 11 � 11 A i,T 'I � �i 1, I- Th, � , , ,',�. - - I �L I(.,,W. I � - "I 11 � � 1 'K m po"mi,l) I., , , `1 I I , :�off or*is �.,T� 77, 1 1, "I I 'I[ I f I , "IckmiAm i _1 I � � i 1 � � it) I I � ljI � � �� P� j IS . 411# 1! I � � � , -* 2/10 PM*W CwmiiA IR - � I . � � 11 111 �' .,�,'iI�!��' , il. .. �. � ,.I I �. � m =Nzmt Rj � ! �j � I IRIM R �J_ L I , z ; 1, I � I � ... . 1� ����! - 11"] . I I.I.I.I.Ri SLUX SAM � , ;� � 'J�AL4111111& A .'WdI, No t 4 5 MR I, I III R ;ILi.J,ill, 1. , . I RECURM :� I y j I 1� If �,, , I .-PpA�,,ell 1, , -- A4 or,,, 2 'k 1,iiiii �,, 2 & IW/16 1, , � ; � , Z ll�, ZV4 5, 4l TO 4,14 . . ; __ I I ,IV . _ I ALTMAI I ATION , . , ! . � � I _- OU On: SXA�� PAND, - . : - � I " i I � I AFA Al 11 WE i PANII L00ITKIIII IM RAIt ISIEZ ?'Kilirr la�Low) . I . F / � r I A ii OR - . i , ,_:� � I P � I 1 , I 11, - I". Ill IM PNI'llirU" ­ swcn OWEL L---'j t4 __ ,�� , . I - 1_�_�_ t L__41 111�;� - 1. I - � Wolb PfUdIAq ti'40AXIS ISE - , ,-,_ , ­­R­ ,,,,,,�,.,,,� ` ,�,� 11 ill - _� I i � IL � -,, � � I � � � � I I, � , ! � , � 1 f77 li , . Kl m ­_ � L '9 twx . . �AMI= __/ � , 11 . � � ', WE 'Ifflu"Al, ,AN I I _� , � I L'R!K wuy Ae"Ick DKINVIdt "I. - III r �Z�� 9; ..S, IIA'An BE nck"DIL) 5?4o -0 " , -m-m U=_ . 1� onowivil 0102K.111. ... MR LIFE 51AFETY $11-0m 300FTS,t, 7 06 -14�11`i ", - ''I "I'll .. -1fil-1.1 . _-1. - WX� -, lfli�� li ' 'r � I'lil w AWA&Iii M Rtwho V%Qw INAWE I vlw�c�� c - I I ­11" PARELiTAi".] . ' LIU; _`�T'kfrf ."'Il � .. .. I A L­1 ­4­11���I­l____; lArT 94I .U.MTERN RAU_AtQU&TM._ftMt6J"T1QIN .WALk..AHQ; FLOOK-MQUIRR.00 ... KUAUATIQN SEALE 3/�W-lll` ,=_,S=h_1 �IEFI .'i/8' 1� 11"' SCALE7 1/8' 11� '" q-N) 0 . ,-II, Z-292101-2 1 "r � Q �, C, I I fj_)� A ""_ W­__ l�IIIJZ 1� A" ".. - "' ill I I 5 " - L40T.VD..QL-L;U--W-tT,ii-,�������U,i-PMZ--Si,.Srl�Al.�1141�i��',94mlt�N-� 2 A � ...... 1:,7.-_,q;zmp 11- 11 ,L :;;;��, lt_lz�_ 11 11 - � , , I ". _1� ! �,:,Z- �� `= - i-I --- .1l "I .l � 7� �=191.1'6­11­ I " -----. :A_ L' c C, 4_*I� sal MRIC A`I��L cm- EX V,11I AL, 4 tl�a , , (vIR57 opli uIST AmAKL� i'�,',` I oi�_ ,,Mr ITMIE, 4O p"Al r ,�.Al ,%ft rd ar "TW- OR xg AN ilf"IEWR �Ilmfl ii IMA PXNEIIA) (05 �,A,,'�, ­­ - , I, ,Aff tlill� sulm li wil OR ARRAY NOT RE 0,1574i Al TO WGm�.IA PmWS NOWE q , =77 1A10W (IV�,I, tR W/o R%Vj�jlpl 411RAW,) Sa Ww I) . 2� i,vrr =pot PATIM t000sws op, in oW Oil ME Pi slogihil P''Wl"I'L AS $Is_ttQA_a:__k PER MN P To4t7l 2 or ol SmE %/32`�. � I TI411r, V-4 ol III TO Of ArAIII ZA: hNIPAUXER FIAIILW 74F WISAX Of slPlic"El 3, LFL SWM PAIL RILOIJIfit's ,lop IRRACII, T11i SIE CW111WENTOLA ovOROR"Ill ill t ,I SOTMA� TRAI ro 'Ri N, WO? �% 8C C ..... vo ,=�Eajll PIE W 2 Or IKIS tJARRAR104c, '� A, I_� I gi CA �11,1� 6',OAApr'"L� IV,'r[�MVAC � ...... 0 r� �"W P __. � � � C.Odl - ,_ Au-: . Cp _L S"_trol � & 4.. � p ". A, I . till ".., A. � 2 ON 'HIS SIMM, AT WEP-g AS All �� � GN C� , 104?� " 1.\I ". "It FLIDWA SILIOLDING COUR I Lp , 4 V" LOW -,I � ; - t4L_I�,V��l IS ". I V ?, " I �Ilff - _,.:A_lt___ _____� .I­­I1_l...E_.a LAII IRIMns Zom All c -;w RC.­n, ,4�Crr ,,,,,,.,-,,,,,, AT vuorov * conm Rai �if � t4c� ,* B , I -i WIM Al si Zoo sAvi �4,r, I, I A� - I I * � - 20 WE CIAILYANIZED SWI, STORM PANEL I ��`,," ZAIEW 64, 4 Ditfil- 14, ; All t `,�. 9 I ­111.­ III I � 1---...-....-.L.....'...-----..�.���'����'�'�;! ­ I-— I ,��VMWCIW UkT RE PERIUAROP'll' Ii IIA]IJAY,Al 1; 1. LZ, I I . . Slic - - " 1 L � -in II tTi" $ SIT MAILS rOA d4sliAl Will RIVIE WOOD MORRE RILAR II th El I� 1; -A�� , �'. l�� _ ,> III IL � GLOBAL PROTECTION PRODUCTS, LLC,: "i � 1111,1�111,i I Il __TE"c;o__=. "I, 'Im ;'RA. n $Rlnff� I 0'1­"�. �T, I III , I - FRIA "o Lw — , , tl I4 1 %,`.� I Ir A-W_ it: =I- "IF Al rt-= . "04_ �%Ak�k"_-" ' I I'll � ,K� 11 .$& rAA I1164JAM. Al 1 2c­ � � , nrcole To RIIUI�tO/Avwt I � _rllo _ I 6 S I Wt, 4 FOR 0l AFOLCOIU, TO r4MMMIT' FOfIl I,HIE FINVAUNNO, 0 1 oi "� III � �,FIACM AT VRAIIA1' iR,i:TtAtiM AamaRa AAIII� m Co i"I - OA NO - -�,. 2_11­­ -L qklls��F,ll _mtI -.1 _I�4 "' . , 1�.. ­. � III . .­�REE.�_ . - _ ol A 11 � ��IaLj AR, RE I—, �j - I- . A I I ­­ ­ .__._­­ - ­­­ ­ L1, ­­.. . L..�.-._-.-",��,.��IIII.I..Il�.�..�.--�,,-----. "A&I ..... � .J ... �l-I'Ll-�-1-1----.I��--,,�,'..'�z�","7 2:1� ... . L.I., � Xj JAL �l _ " I, , .- - , _ �� _ AI4LQ�, jq_". ,­1 a-QPd,,-RATJLR!- ,1Aj_AI , �'�' QrQRRUP-I .' iN Or MAXI PAJNUELIEKUH� `%' _5 DUME CV&M ,Mk� NA ,,I � - _' ­�� � ��'�_ ' - `­ - � ' 5� A I � �� *'F `1 � h FZ I4 1 A 4" � ,r I� __l�tj:t � � %.�­ � � _­5 I IIACC�4 � ­­­,� ..­ ­-­.11­,�,,­1_­­ A�7 �' - ,,� -,', I CCL �� : "� "!Kr,e�ql�i 1 ­l 1�:O�IL5,1 I .�� = CA , DT�2 . - 'i"JI24, , ,,­,� Til FZ13WAl �­wL �', L ,�T_ I �III:,�IK,� . p - � ­_­­ ­1 ­­ L­ -- I " - � L , __- ---. - ; L_ ��A it CCC C, 7- - 7 ,,w m . � ­� ll� lck� I �� - c � - ,­L, T � � j �, I F � I � ­ r ---'- ­­- I --t­ - - - - - - 05 ill - 11 c � , F � S' T� V-*� d"', : � ,,�,, � . I - 4 ­ r � - , - ­ �vlr i i 1 �ft I�� I �� I 1...____­­_i -.- __ __ ____ __ , --.---W, I - i,­­ ­­ � I ­ ��t� ­��,­ ­ TC - __1 . ,.� � ,,,6, A,ir All VIIIIII I I - - � _I� - � I, : , IMI L __ � __ _1 �­ ­1 ' ­­ ­­ � - � ----- - - � _X& � �� r . 1. � - t�_.,0 `�.Its,t3n , t , , � � �= 'z -- �A l 3I I � �'_ �_;� ___ - �;_. ­'. ­__­.­..... ­­J . M"f, ,I lfl�_t�­ � -_ - C WC&IICI AF Aumm . aoxl�_,W 1.11 1,41. A�_'; CMy T',p 'Lj,,C�5._` F r & � ' LKNI 5 "i AS PEP - T _II10 iW IF PIN R SLITRM,5 - !WU T, n& SIRCET5 I & -I - , ­­­ . Al­l� ,� �1_ 0 I ..... -"L'-,--'---'-- _-_ ,-,-,--- _�r­­1-1,­_­ ,­�!�,� ­C�:, I"re-c IV" Eft. - , I lt,�,l, - I 1_­l1l­._,______ i I I I � rr�L_ � f � � - - __ ___ I��P T � �F __ __ __ �- ­-� -11 I 7­_­_­&I.l I - - 'I; III -- -_ - -1 i­1_­__1F . E . C­_E��;; �t - - - - -1 Ifft4;i Tu . 1 WC106 f & � woA. iw-u � � � ­es�CC : - - - - __ �� - T � � ­1 - Ir.r, , ­ I r"­­-_ 11, 11 , I ­1 - - -- .� I, - � --- - - :� � � - ­ 10 'I poff 0�t� 1 'C,��T� � F I I � I* � ­ ,- ­ i �AvIR - - � 1 � 4­1l! I r f��,*,ij 1 � � 1­111�r�� ­,C�IVA 'III �:IAANC` 1: OIUXIE ' _" I l't � i r- __ - - p7i I= Cil DM�,, 1 � I M Il � 1 ­- - .­ �� , ­ 1- _,'�_ __ -4. I I I I - l-,--l": ­ h, po I I ."' ­­­ - � ,L ,L I � � ,_�� Rill . ___ ft_'� i I­ L_ , - � L t "I'l � __ __­_ I i ly'r, � - __ I : ", 7 --- 4 __ L L �, � I I I - - 1 � 1 I ­ t 4,. 1 � - , -_ - , - ­­. ; crop; ; ­ .... . . - I I �; - - . L � - 1 I, � I., � I ,L' � , l � I_ � � I � ­­ �� - __­ � I c - . S_ . : 1 1 1 V=W I �­ - � � . -- - - � � - ---__-- ? " - _____ I I " I, T - __ ,." , - 'i 1 �,� _ , _2 - ... , � pw� - - -- � � �7 - - ____ -_ � �% � . __ - - C, j �, - ­ - " __ - --- -- I 1 C�Il z I ­­­ ,I ---I- __ , - - - - . f _______... � � 4 � . - � - ; - - -_ - I -_ � _­ 1. , _.L.- � � -_ p 5' �1 W1. I i ."'t � I l � , -4 ­ I � . .� � , � I ,� r I ��,�I � v C�A - p", �iC, L___ -�� -�la 1 c � - a WA . . . I %, � I I, I 1--l"". I .'l �_� . . .1 I pL i! L -m - ��- - - , L e I'll ­ ­r­­­__­1 5 I I �wl ­ � -m I , 1 , �3R r� � E - __ --_­­--- I ... I __ . - - �� - ____ 11 I - _ . � I - ­­ 11 i_- __� - --- i I I W` i ,- 1 ,,,I ;I !-­-�-­----- ,� a .- I - �,4 I I I', I �r R_ ' I I - ln­� , � If � � � - � _____ - Ii,­ r_11_1__-�_--­. E 4A -r.-- __ - 9 C� E �_;_­­­­ . vA . 6' . --- 1 1/11 1-1- _____ ­- - � t r __I_ � --- � �1� - I ' - __ --- - ,,Il, i ­ I �11­ . ­ - ­___ p � 1T,�I5 � ­.. - . - . � -- I I � � F � . ,,I ...... 1, [ I j" r . V� �� � I +� I I I �, ---I . ,� F� il I '. ­­­ � - � F ­ r �2 r - - - - -� - -_ - �_ 1�. C f � __ I __. __j.___ L 1 , t/', : 4 �: � - I . - � 1 ,� , , ,,, -1 � - - t �- L � , ',.T I I - � � �'�� 'L . � . .1 7 - - I --- I.- 'r L F , a __ I � . III I - l_­__­­­ j � I ­_­­­ , j­ EN5-,��-r---.-.-��""".".�.-,���,j , �� I I """,'�TI�A' �! I . 1/1' I7 . AF_ to� al _�, I ''T $_ : - - �Jft" LGLJLAMR__RAN= V A? AA J/lll'­T�� __C � � 4 � � lr'IC� C-­ ­1 _-�­­­­_ P,wl, u­­ �;; y-FL- .'ri, e ve T, -IKIA:�,,�.-ATJ.o�'t.��.L.,,-Dfl,.�A � _R� - - 1111D. 11!50IUNQ�_ SM , ;�� j raR uvivrIs � ,C� RI _p , A, , )Q " I . 9 U� a PV,'01UJt fVAllU � V, J" li,�,�; 11i �� ; E � �. . I-- I T, 0 z ii 1 I ,I"', � ,r�� - - L­­ ' I ____­ � - 11 � .11 .l "; -_ A, ­1 I t , __ � �___. � i � �r ll=�� ,� �j �FCRW�- ; - - -1 ___ � I I I [­�-­ . - - - I I _.�4 I-1,7317, L , : - ,M� I : - __ - __ - E - -1 1 L � I 17, I r I I � 1� 'L")� "I" `4�'�� - � �� . , �, 1(��. I., ,r 1,1 M .�I, " -,,, = 11 ! J I = f 1 . 1, I I ;I . r ! I 1, �: " -, I , -- -I 6 I - , 11 i, ___ _ I � � 4 � ` 1i; � . �.!� 9 � 9 I I I . I �� I i , , , � � I c_-:� J i � I i . t 1� � l I . ! � A I I I I � I 1;� :[ I � I 11� 11 , � ;,l T , �, q � - - I - _- j �i,;I :-- - ­ I I -�m �_ - �CC�C '�7 , , - - - E � � 11 'i I �__ �� - �� i�� ­ - ­ T . , iz , I I �� � [11 I, � � , � I I 1 I ! .� �i 1 = p � -', - I i 11 i � 9 r I I I I I I , I , � , - L I , I li!�:,: _��­ ., � I �� �L - 1 - I I I- - - A - - AR" mmi e il, CC! 11, - 0 - . i I �____ - -_ 11 1� I I , .. I -, , 6 _ , I I I E L_�_ . A i - 5IEL�� i i . � 1 !I � I­�__..",t,I� I I I I�,, , 9 i i - V - % r L = � . m � I L, � ; f_ --, _3� - 1 - __ L I -- - F'41� or;� - I I 1 19:,-�� - ir � , -ci I - I : a 1 7 1�___.__ I � 11 I. .. . ...... 1 , 'I'm . . I'. - � . , I I I . I J, �� 111"ll , �� I �, I i I, " . \ I 1 � 9 � 1 E I rl� � [IJ4 1LlL,­l"r" .- ­ , � � 9 Z: - - � . a� . _..__j_J I , I-' L14 1-1-3 , , , I I - " , , ,,,Il'. � 1 , - -,I . - ; - I I 1) - � 4 L :L + . . � - :� i I � 1111.12�:Iia ,191 11`1�'I' I ITCA_ i I ! . . . �_ . . - i� � I - - -F � i ; I �a­ � F 5 K . : � 1 . I I 1 --�_ IC� I I M ; I � . - F - I � 1 L -1 WIN I . �1111ARIIII I M A .n I j - r. I, 4 . 1� k , � , � 'l �� V_ �I` i� `� � - . �lt,. � I I I _1� L'I I - �� �______I_ -, ___J 1 � :I I - I � � I ALIERMIAL-M ALMOMMY1.1W ,:;i - _­_�". T' - � ---- i I � 1­­ - ­­ ­­ � -_ � - su_�F 3,1,�, sri`U'%41�� ., I ; i qI . � . - - - - __ __ ,I � - 1A ­Tk. I � - : . I . I , . 4 � = � 0 - IL ,., ­ _ I_ A ­ � - JR � - _. � I I li I I I � : ME sc-rUIXf i I I - III- a f . � ,, � 1 r- 1�, ,.e--- r 4 I ; A lu,iii,I5 I I R,1f-'­f?X . � � � f�z Ift, .- I i 1 I !CpAji , I I : T,L� 1;,S_C T 15 4 �._IC, .., e � � - �� � = ­,`.1111l�l,l,,�, . - -C­� � � I , - FW E �-, - �_, ­ -, I : I �� , 4 A: - ­_., � - - . I �: I I � - w � 1: � r 1: I � � I -6� -is41_-_-_ 1 - __ ! I - - l � - - ­­ I I I IA, .. CIMI& 4,� ` i , ; ­1 I _ I N � - . - ­ - - __ _ III - - j I 1 L __ � �� !C��__ ' ­ - - El'i , Ii � , � ,RAMWW*�� ,� ,�, Z I ,�,,, il "' r- I � - Ill L-Rizi r v; � I , - - � ..-. I � ill I � �� � � 1, � !:�e, �J­� -�� -,_,�­­,, ', __ _jt ,� 7, I 1 I�24 �i� j - - ­ I - ___ -­-� r I !:, I I . t - ­_ ­­­� f I' � �-, I -I N.Ar I I I I I 1 . I - , i I - , ` - � I i �, i I � � - � ��_ i� ` I" Il��­` � _ Z�I_LrL" -Z I!, A f �,,4 � � I ! *,� ,Ill 1. I �,�r I l - I. I " " ' q, � ___ - f �­ , __ - I - . I i � &=_-­' y E - � 11! - I . � I � C_ r - Ill . ' ," C � � � L1. ­"__:­:­ i 1 ­r� F�CCC 1 �­� � , . � . � LF � _­� -i .. .. .1. � '14 ' !���__ R 1 � lli,, 4"r A- lrp'� j� I, * r 1! , C PM I 9A� IV "A 'K, v, ,-Ri' 111", - E I � i� I [ - - I I ,. , I � I 'L_ I - " PI,ITAJIAIX� FQM�A I N .", &Lm � I I I ." I � ­rq`­ ­T� 1. TT :� �� � I ­� - � , �," I�, I r' - - - — 47 I ­�� '� I , L.'- � �_ . c - : I - � �=- � �� �_ � . � I I ALURfATIME, 5W _AU0Mr1,U_Aw � 'I- �� I— 11 ff f �'�..'�,'�17 ��jt'!� E . � 1 I �__, 1��, i�, R, IL, t - N � �, .- I - , - ----- � - I ; �;;�� r � - I I'Tqj 4,A.­� SC'�.E 4$�'A'� I - T ? V I _ - �. t � J._�, I I JL NIIRC� - -,-I JL JL JL U. r , , IYL ,,, r, At UE p. ir I ­ _­ - � ­ _ ==FR� `_ � L C-Qrti�t',�l�QL'5-.&-AtNit�l�R..LgLkTiQla AALLAD914 __QJj.h K_9JN$7 P (W&j , IdL � 5 v - I T- a - Cim- --it, �_ - T �� - MIR I Rev& tmVV L-1 ll� I lIc,if T'I� I R lll� � NW, r �, Iej,-� liol ctmm - AlInDw-VE-fil WiCii— -a _j, ,I_E %eg. I rr � _ CCCC ��­I N=1 A, I , � 1'_.1 ljb I -C -, _'ll,r .. .... I - - :,!,:" I - �I i �� L: - 1 11NISLIQLA"fum: �,,,_, , IF:, rq,-, I � ill,110IIIIACS "I'll L4��,:�,"e�' ' ,,"� - 7-, L; LE­-�--,,I I,I;,: �ii, a-. 5� 1,61 '�,* , S,_ ��L ]' � ­ �,,I,Nft- ., � . - " 1" _', �1_1 �,� L 'l �1, �� ,,,� [�Cll � � � ' ��' � '� � I i . " , �, , � "I R � I ,,� 4, J�NI I I , � L ­­ r -Lof, LVII COOE Ofth Ytli, F MA aul I�i�y P , - �­ ­__._ ­ ­­­ 21 �'04R ��IEIA` W000 `T�_` I, CL-­ .F!::,lAI NOT'D WIPMF�i fb -5F. _� 7­��-L i L� ­ � - � � R! T , ­� I I �� � - I �_ �, ___ ­­­­_�l­ ____ , r,r � m r�� - L --� - K PINT q'IT 21 W/ jrr� 1 ' ' �� - I ,L l ,I ." fL�,�!,: 1, 1. � 3 _.� I I �, � D L, R_ I : ta, il i � - _* � - . C I � - GAU Glid � � 2 Cr NIVIOU'D MEL SIM PAWI�L . - 1* . , � - I I :. t I ­' ­­­­­ _____ — - - r___­_­-_r­­. " __.".__ ....... �-�,,�,.,���,,��"",�"-.—.-.,.- ____.._ p- ­,_­­l­­_l.l,., ­r_jj___-­­­ , _ A IL� 'i� _, F rlR L %`1 FAII (ft 2L_� I - � , T. A _� I I �,� 1 I - 'RI - i - s _� L , L�j �� r . - - �� ]Ct - , � - ,I I � ,I I r I 4LID13AL PROTECIMIN PRODUCTS, Lt \ I 7! UVE MC-- � I - � � � I r I i � ��Tt � ��LWIIII'�11 ':�,Irhj 1'14,E' 1 1 'ka ti� � - �, . � ,',L, C-r­;:;f , - ., I% !� , �,s �=�� �­�� ' r' . , "l ,�' `�_ �C_ ,�, ;, , __m� � 4mA -"�!�_5� i �,7,7 Im- . kmr­Alllp� Ed-.- L ­__ f. - j 1� P,'-,,� "' - ­ - jl�,r ­� ll�'j .1. � � i-:�-C�C � fCmIv- � , -_­L - -__ ­rNI- 14 A'- llf�', X I�U,F ACJT � . �v I , -1 A�,.�_Arlll,,,� - ,�. ­­".1, ­J 51- .. ­­­ �­­ - "I "I, - , el ` " ';,�,�I�_ �'. ,Z" �," , F�'L � . �,,'j , � ; �-; ­­ 7"T'C",+,,M:I,,, I !A,,,T,1�1,11 �, __ �_W­Illl.rl 1". M�J_­, -r---r---- C' ��11�1`��I ­ _!��- - , I_ , I I . - �r ` p-, 111_.­_L]H:�'im�E. .1- � Z .r . _­_­ ._ _ ­­_- - . ­ I � � ­. . - � ,-- __ ____,_____ _ _', __ ____ - llr .­ ­', �,',­­ �,,��,�,�,5,�",�--.-...,..L-.�.--�t�m�,�--�,l���'L.--.1-,.-�-- ��-..:�-1.11�.I.".,�.,.,���,---- : I - --- (I 'L, ,_ , � ILF - r,4,r.ljC �� 7­1 __ I , - � , I I T�c,,nlr m! b �� � 1 k1_1 ill� 8 I, � I I - __ ,,, "IRWY _-- ;__ - - . L - r 1 �_ , F� - - �,,,�l f t5 � , ,-, ,' I P � - , f 1 ' �_ , ,111 , , , ­­ I :; � 'r - j ' 4' I A""�'�` -1 I � - � L I f L I __ _-_ ­_ ______ - --- ­ r , � ----­--_- -`­ - -� - �--- �� - - � . - , . - . - , � - � � ,� T CANEL `­ I -, I . - - ­ -.11L - . __ 71F, - . � �t __ I - -- - _: - � ___ 'I', 0 F%FCAF _ I'll ­� � --I- - - -1A I � I L i . � I I. � � � F . I I . I L I V � , � 1 L ' I I I [ !I i �'j r . � ��F - r - ­_ I L ,4,-t1-C � I r I h L I � � I 1 - I � � : � I : � t ! I— : ! . , �i 1� I � �; I I 1 , � � i � I I i I I ; I I . ,I 1 1 k 11 � . I 1. :: : � . � I . I � r i � i 4 1 1 2 1 j r r 1 ,I � `_ I (IC 1A , - � I I I I xi� � X" U I'mCt,.­ .�� -1 , I I � I I w i : i , , I I , I . � l�, I l I, I I I � ___�, F� � � r­____­ - L, .1 - � - - - - - r � - _­ - - - - !III �� � - - __ - ____4 - ­­ . ___1 _1 ­­L ­ I 'j, I I - r � � �� I I L i � - 1 � ,� I-w .1 ., _ . I - � , , W ­� ­ �`�J, " L� , - 11 �, �___�,__ I, - _�__ L � � * 1, I I --- � ­­., "-�, -_ _­ ____ ­ - " � Z, I 1� 47.11 i ,I � I:11101 A__ , 1, "R 1 , L � r � � 1: I i! �L -I 4 I � CWCC 2 , ir I !� I 1 � - � i � I � I, I � c � ! I ? � Z � � � I - , 1� � , . I ,! I [ � j I I � � 4 � I I 1 I I � I I i I I :1 " � 1 I LII� , L _! "I'll, -;� Z � ____� � __ � -,- � � -4- �_I_ 7 - - _ - . ­_�_� , __ - I � I � I i5; , _. .1".-1 � it I � ; I i � :i I I . � � , I I � j I, s . � I � t � I I �, � � i , - - I � , s � I I �_ "at-n :��,, l� � , , I I : : � I [ R! � I I it i I I � I 1 I I a . I I � j I I : ';!' I i L � � � L 5 : i � -��` � � I I " � �ii I 1 � I ' I : '4_; ; ­ I [ � i t I 11 . I I � r : ! I I I I I 1 i I . 1� " I � " - I � I � 1; !! I � � . I I 1 1 - I I l��! I �, 1 � . I � r"i I : I � I U " �1 I lrl�, l � I �r ' . � ! I I , I : E I � � 1 I � I ­­ -1 I I �1, � I I I -I i r � I � � 1 __ __L I � , E � 1 � L j , h- �r_­ �.___ --- - I ­-1- 41� --I. ­­j�_ L � r ­­ __j , ] [ ]1_ � ,,, _� - 2.Il I I ,.�-In , L I , I I r � � - E , I , _ r I I ­11-A � -- -,r -----.-., �_­ l,_",:i_r= I - _ - - -_ . - - ,�ll,���.��..�'..�...-���-,�����. ­­ . I + � E � -_ -IA L � �..__ - IIII.L.- _�� I% __ ill"'Idi � L ____ - - ' F� ­1L �E'� I - - ::�=. 11 L , 1, L- � � _c� I � 1 1 - � aIr 1�11W -Q�l I ,- Ili ICCCC_ I it L � ,ii. � � I I , I ,L- SUE I 0,1::r, ­: � 1. ­ WTUrKilif -AVE.- - END PAUTL '_ I L , � ­ " � m� 1� � - _� _'; .1 2 � -,r,,, ,. -, ­ ��I- - � � �& ( DAI, '�4 q,� - - -' 11 I:4,11r�_c : ;iC­1i!AA,E f '­ 'L, I - ��,Inrr,A �N,Wl __ ­ y'r �, !2 11AF � , - - I I mm, - %- [ARK1 Ill A;,,iAA5 I �I,�O:,X[ 11�L Al - � ____ � %�� 4z�w - � , � � t � "� IE -1) PETAL, I --- ;-.-W ALI- �Y, QU-N,71119 5 _ N51AW.A..T1QA__WEL � CA 8 V-10--rK REQU __ - - - 4'- " �11, - �---- �N " 015MIU-W-1 �N-AFWQ-APIE.J-Q-AftLiEDM-LE-2,�`1 QEW�_Z__�� - __ _M IN , SCA-U Il"ID" �, V� - ImA. FL � 3/m, - 71 DLLL$-'W-P�"E'$�S�I&F—RAIr�N.P�-I"aw-A-N'dI � _VAI?OM�_, tV_QES1QW=_FFES "IMME-1-bil!II 'r `5.f.1_A!j*Q_QmEsp1,Qffl&Ns _14A)S"I'M,;�.M�AICS-""I " Q MAXIM &K.Q,fA_§fA__Q_a(WEm_ . QQfflRE,$EQ.NX , V"V QY -H Ulf AT- III EPR MAX � ILA I � , A � ­ N � ,,�":,,r:IIVAC_Akax��`_ APr$ �_�=mm-,���FASPVL I I �. KJALLAI Ou'Llb _� �­,_ E, _4_,CQN_Q,8fa._W&Q,'__$.11 &UMU5 ,L,L_n1"IiW .lZIN -AC ��,��;,­_', � 1_LZ_* — -C — I ­­_�­_­1 ­__ — �� ­9� ZlNiC, ! — ,IAIAA,,� I ftmt, v ­1 1 1[.­__6�1�� ,1_ I�!�IIIR; ftqI�=�:,�il ��L�,"Ill M,;k0,�tOoA_q_,__Lk_,t_ �­_ ,_1____­­,­, ���,�,l ..... ­­­_ ­ .-.�,--,��.--.�.�-�-�-F-",",""- ,_­,­­'­­_­­__,­ !�­',;11 ��t 11 Till��A, .,r ,rL. _�� A�­ ! ,0�dI �Iim .�. lc,,,�,', T�� , r L . !!!T---- �!Tr_� '-,O 'X"Wl�",'l A I � I �,, ' a �,� Wi 1- . .L ­ ,; ;­­ - � ­_ --- 'L --- ;A;,I.Z - c k � r ' _1 - �E - ­j , ", -, �M�LA, ,'� , ", T � , 1`5 "j_, i�l'w - ;_ IC - — - � ­=. I . - ��;__ .T I 7 � FCCC - C�w i " W ~010 �!�"%,' 1�l'��6, 1 t______ _'. I 13 � 1 �q I , �:' L � ,�E I_, Ij%_� , - _ '? � - ;� - .,I: k I � , _�J.,�, ,:,, CC, : - llm,%� . � � - I 5i _a­%'prr. II,11 , hilli, ".6im;l`cNalf. �" � - � I ; r RACK ; - � z 1.4 � I �11 _ _- F-f!511_` _,:�­'r,�,�I­ . Lj_ L I _­ � .. . ...... "I .24--.", "" '�E L ____ ­77' - 1 � r --- .._________._­ ­­ � 5Ur SCM IC CjR -Cm � . SFCD�= �= I CLIEC WO IV= "R, "VOOL ­� �"­ � r ' ­­� � __ ICCmCC - �":C-� QC� CCIRR�kC, 2 - 1UT �� � ,4I , _".,; � "r4,L `� � & � ,�-�� � � �rr_,Cr 1 � ` LLL� �! ,"A : O' 7 77t=-, � 'I ;:l­,­­----- .. ­_­ .. ­­­; - - � ---- ­ - , _ _ � - ��_ ; - - � - - I - ... r &I'l r & j r i ��: - S - s- E C- � - 9- 1 se � F" I : I r p . i V I MeT110", I � � C_ W-_ CIC �1,1 III sc,IIf,'jV 1. � ,,, I I CC �M ?%lIC CRC�C� � - �.- � TPA� I�IL 11�C�Cl W"i I I I 4 g"'fil LIr I E R� TV A, -p K III . 1[ I 11V�V`C uj� scippi I 1`IIltq9oI; �XTI POP. T.,� ,WST.Irill - �­ " � 6i I=zw '.. ; -_ ­­; , - � L ­ � ,--_ r ­­­_­� - __ __ I - I , rA, � Il� I � , � � A , , 1, � __ I � E m I `& '_� � � , " C', , - 1 I 2. I�2�t�. �[,'$s � sill -I �Vlvlkcv vle�,, � NOT AE ,�s4 11,11,� .1ficlo'm �­zw; ­ I— _11 - "Aws u `VV"` "I"', �C "iAl, �" "' I V_ .1 Al. - vw I ,- 11 'I 2 , 1!�I� LILLJ I L �, _-+­7� � � i Fill i - , I � - L_,___.�_ E " � . � : a �= C_ -1 �, i � ; I, 1! 8, 2A A i F - �� � 51 - . - � , % - xim I, , , , ` I a " , , , �', I �, D -�. I � , ­ 11 ... ­.- - _ ---- � ----1 -­ --- I— L _ __ZA'-A­ 1, e. j 1,4,� 1 if.,. , 771';��', "' i AADW rm! 11.1 I L ' � ] L'I . v� I I I �� r- - �­11,1� �- I _ �­­ ,�- ,;I I'----- � - i ' _ I - -- 7 �:� �Il I �L : - � I � ' § I ­­­ . ­ ­1 ____�� _ I "" I � . _.,�,�. TA�­ .Aj,!� l::ttj � I ", .- --A ��_ C& r"A A , - - r '_ � 11 " - , , I � L - L Y `__ ­­­ -_ VA ; ICE _"�il o 7�� 1 - ­­ � , �'L r . . - F � - - � - I � - , � � I " "I � g . s, ; � � s 1 K �� 1� IO IITW�l �� I I, ,� , LL � miJu-'L , ­ . ­ I - - - --- -, - - - ­ _'7___ ____3___!_ �� ; 5 R 77,�,' � F � . �_ tilliVIA; ��'j T - ­­­­ I ­­--r- --­­­­ -----I ­_ � - � ---_-_ � . _ _ ­.­1__.,­­I_­_­ - ­..-I.I... A.-II.--l' ­­­'­� ,_, --�_ , m , ­l, ��.,� j � - � A 1 . __�_ -A � . -I- - - _-4- -ilill i;"i - , --- I , '� - .- . I E - . !_...I­!� � 2­ 4 ;­ - f­ ­--) !al ,, _ IN ___ I ------- - ­ -___­ -1 .��a_w rml FwAlm .... . . - _Z._1_j--- -1 -1­11111­---11 'I 5 il!,JII�!D��i�:11 ,f � Z XL E�7�,*!!I;,V� .W-Al �Ca � Wr �� - ­�_ �__- 1 � ,�', I � _IF , - I q i � A-- , 27.71 . . . . . .............. _-, ­­ � . ... .. .... ,7.�7 7 = , ­ � 17. :�,� �";7l, . r V ,,Wns) cio� s KN,b is 3, - rv� 7w rx ­C� APP��T�J_D � u . �C�±C_1!2111­­­ .� - � 2 � I � - �­ - . F � - I - 9- - - . i �� _ l I, � � _ � r ',� _ - � UCC� - 11 SEV',N�� 4 � 1 ­ �I� � II0 L _ ClIM'n-, ir L_1 ii - IQ,IL III �_Ii? I" ro � � - � 4',-rrz-4C_%l � 1. ���L - ICE TO m n� FvI F, 1 r�,�T 0- - _ ­­ EEEE I E Im 1 1 I, 1 - i - t I. � ... ... !�Illftl 1 � I � � I, �� k, N Till, � j L �1 , .L_11'!I;1. "L"r '3u4C yr � � L, _ - I j _� __�n_ , j "�­ ' 1, 1,�.�,.,.,�"e,r"�-��L�:-7--L��- - - i r q -r � CL � [ 'l, 7 'T; ;�.� � F ,__� .12, E7 I i= � 4 , I E� (",Tl�: 1 L _- _�,�7_� 1 11 ­­ ­­ ­�___.. _­2 --------- - �­ � L . � __ - ­ . , ­ -E - , - A �� - I _ L_ _ � rL =f I .�� , _� , % - � L , I- - ,C�r S� - � I , 1� F �� , :1 ­ T" , 4, , , - 2 ,- k 7-­ � � ­� I �­"'V� � � � � IYLt I .. �� I s �� - L � � � � ._ � _!R --- J­ _,__ - � , r' ­,_____ - - __ - ­- ----'-- ­I�,- __ , ­ - ' I ,� Z � A " ,�� ,� I � � , L" __'2' � _­ -- ,;! � I , � , . ' E_I.!nI41f�_L.1_,.2 � !��,O.. �.'�r:p , " "� = � - � � m I , � ru'r, 4, i U � � - - ,� , ­ ­ - ­ ­ -_ -­ - _ E . __ ­ . J2- �, � I, III in, � �� � L�'L , ,2 ,I � -, I, k, � =II/A � Z�l , � ", 1, -, e ��� � ��. , - 9 P I , - .1 . , �, I � = ; � I ­ - __ - ­­ 1,1---�--------'I��IL,r,�l�L------- ­­­­ , ---t -- r _ ­- - - i � , � TV � � Z j :; 1A, " * - CO' ` III - . - FLORIDA ,dJ!t WAG L, (W IT _�00. *,l,,I:F,Vnv ZMna L.r. r t� , � 0 ; � A, - �'_ - - 72 _L N/. .�� . I, t �r ��-� , �A t � - 3, __ I_L�', q'L �, ­ ­ � .. _. 1­1 �, ­., ­_­ ... ­ ­�� ----- - I .... ­.. 1 I. - � � - - �_�� ­�­_ - 1 - _____ ._K__�.`_, I � �. .� - ��-1 . . . . . .... ... . ..... ... ......... ip ...... . .... . I , s,� ,f ",;! , I if --i ��_.y ""'; — I ,�` _01 Armill -,4FZ7 = I 1W GAGE 13414NIZED I � :StORW :PANU rp - , - . 11 ,!�, 1 II.Ill ,r - I " � ", - III , " � . - _ _ ... � �, � _ � I,C, _ �F . - I,,- r ­ _ ­ L1. I.- ­­ � � ­ � - -_ � ' -!!n - I " �_ , - I - , - �;�;;;;� ", � ' - ' "' 'I I� vi /klVCCI2 f, I Ts Lllc� - - 3-01AL 110TEr-7-101, FRODUC I � ; ,,-, 4 � � �,,1­5 i " t, M,'� jC 0 L � 1­��Ill- � �,_ _ , . _ 1� 49A I A� 17 ,�Nln � - "" , im� %! 1�1z—z'�";7a, - - __ �NkT ": �,,�.,:� 1 � � " �� RID- 17 ,; 1 � �CCCCC_ ­_ i CrL IN0111 IVI'I�M-1`AI-.1.]fQ JaI,�I&W'Lro�,A, 1 r - �­ � I - ll� M� � -7, � � �, I __.��; 11 � ­­ __ ­­­�­­ I - -7 � !� .. .. ��� 1 - 17�� T� ,.,, ,R,�WE r , 1; F -d-;F-�! -to I � I _ _ - � � W, -_ I �,� e t f�:�--­;;I-r� Ll��j�?AIA�L­in, � ,I -_ �,__ 4' ­ .... I ­­ .,_r __.-- ----. . _____ - - - ___ ­­­­_­_­ ­_­_____... I C_ __ - -_ �___ � .11 I - - f� ��, .11­­­.._­5.­_ - � � f ­�_ - I - ,I - � I - � __ � .___­��_­ ­­ �_­­­­­_­­ 4, I ,� A , , , )� l "S !M14 Y, ,A � S Q - D ES � C- N I � i� C 1, J1 IE' �, ' :� �N��'_ ­ r __ - ____ I- - ­5 I. ,I il 1 � � I , :1 JJ , ':I p , I � I'll I I 'E­FIWI�)���(� ANK) l��,��l:':��l�:i�':Rr���,��,,,-��I r , JIA AN' QR XW. ­.. r, N q - - " cl, , ,� , CL I �fiL I � "'n, I�­_ - ,­ I- i. ��A I I, I m 't ��4, 4,T 1z; i l�t . - _ L AT, I, � " _`Llt� �­� I�IIL T_,� I. _ _ � � � � ­r �� N� - t 'A - �jl -IN .pi't'Na - � I 4_ _ , I j! r Il �_ AILLADMi I � IN 0 _IIE��._��STHN'(l ��',' � r, r I - ­C'�C! _' 'r E "k I � �-­,�,I , , ," �, ,, -_ 7�_ �7 � �'. ,I, ,_ .1 ,,,r r "' Q,t,," ir'�" f� l r. ;� I 1, I E7 '_ --["'� "� :r N kQ. ,� , Tr ll�ru�c �- 51�%) "n N,�'­ � I -i"�� �l I,� �[V :�, � S, i �'�. � "I ­­­­ --- - _­ ­__­---- �-__ _ ­­, ­', -11' 'I ­1 - ­ � L � ­11, ­­­­ � _4r AII -' "­,�4'1` -34'�Djl , �ll t � .­l'._ 1). ,, � III , !, I'll ��lli� ,,, :,, I � � ­.­ ..­­ ­11,_.-A l l r ,,,, , , "­ ,� L T­ ... ... . . ...... . . . ... .. __­.� �,�­,'­ - ­� � I , 3 ,��F 1, I - - __ ____ - - _ �_, - ­ - 1-1 . I � - ; - . ­L, ­­ � __ L - ____ , __ � . __ _______ - - � - __ �,, �_ i ll�,,%W,U: � - 1 __ - � - --- - . � ­ ��I­!E l - _ - � - I � i - 1 T ,,l,,F ,: I r 7 il I --- -1 - 1, 1 � ':1 'I I , ,, lil,ll�',:,�Ii,'j ��, � 1-1,11i �Il I ` - _­ � t , -_ I � I � , I " - - - 1 " - L ­ __ ­ - ­ ­ � Fl _� _r� - I �:, i� !,­��. � � � , - - - r. � I � �-� I , �_ � - i - � T�l - � � I i �1, IF . 21� ��, �­ I � � ­ - - 1, �:� I: '" '_A7�,I: 1 , `ZlI'll, � I : I I 0: ! , � L_ - r � r- 1i I I 'r, : ­�qi � rmr'��, 'I' ft,4 : �F , III : I % � : � � __ __ . : ___ �_ , ,- - - -_ , ­ , r ­ 11 ........ � ­­­----- --- ­ ___�_ !,________ � . L_ I 1, - - __ �_. � I �� � � � . . - � I I I - � I I, _ ______ - '_ __ _ __ - I - I, I I r , P I ­ -- �, F ­­ I, ,r I, I � ­ I - , ", r­­ ... III ..... ...... . . .. . ­­ I ' � �r � 1� I 1 �'j j ' � . - ­­ � - _______ - - - - - - - r - � I I � __ I T- � . . , I �, I . I - I- I I 11 - I L, __ L I - ____ � - - I . � � - - - --- - -_ -_ I . ­ ,j p � 7 - � r �L - - __ - -_ _____ - , I"rA - __ - ___ - - - I -_ . I - � I � I! - ____ - . . - . I . . - I - . I -I", � 11-1 III 1 ,, - _1 � � - I 1, I I � - --I !� I Ill, :,�`]1105 � I -_ `r - - - . I I , � r A i I/ , � I - . rI - - - - - � - - - - ----- - - - ---- -- - - r - � I � I,7i I I - � I. � l I - - � ��_�� -_ - � - " - - � � I - . ,, , - 1­ I - ,�/i� - I - NI 1, . � - , ­ r ­ - . . I -_ � -_ -1 I 1, I . Ili I ... J m��,A � � - I �I� � - ___ I III I ". I I � n�� i � - -if . I � i I � II I I , ,W 1 . . � - - __ - --- - - 1 4 1! F �l; ,!:! I, L I I I I I , � : 1,� ,,, z ��" I ,I � ,� � r�,', �l : , � , �: I I I I � - - - � -_ - -_ - -- - - -- - --- i: I I l ,I , I , i - � F� ,,�,/�, - - --- 6 I 1 -� , III, l 1, I I, ,I - : ,---- - - -, I : �_ I I I I I I -_ . I - . - - � : � �l 11 � � I I lyt� ::, I, �� �, , Io R �_a . I - 7' - --- , I �� ;, im­ 7 � l I I F � - � - � �. - - - - - ____ - - I I I " "I � ,_ f�__ -., � - I I _� � � � - - r � � � I - - - - - ______ - - : '�4,14�, , � ill" � - , I,-' - �, - , - __ - - - ­­_____ "' 11 "i, I ­"r 1 z� r. - --- I - - __ I C I - - I - I ­ � - I I q j �!. L, I 11 r r � - � I . - - - , - ., -- - - I r I I . m I , I I I� il. I 1� I V �_ - L � � - -----.-- - __ - � I N � - L � /,, - ': , , - --- I � 'I, ,,, - � L ![ I , :I I NI 1 �! 4 i I � I �: - . � � - - , - - _,� - . - - - - I I I - - 1, I ­ � __ I � ­ I F . - �jF�' : , I", �I 1fit, � F I � � � I I I I -, ­ -1- ---,- I I E, I I. , I i - - I -1- . ­. 1 � � ,,�' 1, ",!, � "",A . I , - � I I I il , "A Ir � � I ­­ I I �j I 11 J,Ill � rKI11177 Cj$A I I ; - _- L - ­ - I �_ �_ �il :�, 1-71,11--.1.1 � I'll. 11--, �­ � ­11.­­__­�­ ­­­­ �"I'l ... ­­­­-5 ­ - ' �­ t_­� - �,�,��---Il�,�,,�����.�����ll,���.�,,�- r ,,,,,,, 1, 1 '':, :�l I 7 �, I 1 1, lf� I - �,, - I �� I L'I '� 1: �: I I :,: I I � _ r t "� 7 I , ; O� ,,, , i! l , , - ­, . I'll I'll, ' � � ­_ r ��', ... �',, "­­­­ ­� L. ' -­ "­­l ­ ".. , , .­'­ _­ p . �,�,, &� l­,___­ 1 -, , I I f ; / ,�, :, 6, I "I , I .,'?, ­i,­­­­__­­l.­ . ... - I'll � ­_­­.�­I. � �!,l /,,, � L. � .. ­r. � I I IT M � , O Rl'--V' .I I o: "i rl� "I ­t 1. I I 11 1.111l,��, 4 I I I i I � I :I� ':; L�'!, :� � 'J, I , l , 1 I, I,,,' I I . I� I I, ­ % i", , : , , ;q 1 �' I r ! - t I , .- l �,, , p , I 1 l. -%,�,- f. I i 1, � N"l " I ..... . !,I "I'l ".l'..­ 11�!::,� ..I.-- I I , l v riirrl)M�l !,81, ", il��l 'I �� I ;�_2. �l, . I I I ­1 I . � 1, �­ ir , ­_11-1- ­� ­_­ __­4 "I'll , - - _­__.,­,_u__ � I � I Id :1, I " , II I I 4'L L " " A I �I 1 t-I 1, i I � I .�,���.,�-----",���,�,�,�����ll,�ll-ly-�,��.-I.�-I."�,�'ll""�,��,�",—..,�,����,������,��'ll""I�,���,� �,�_/A I � E 1 ,,, I, � ,I I! r , I - . . � C ," � , ,I: " I . ... 2I .... ,ll-l"L ... . ...... — I �h 11 ,, ,,nPI � I , I � ��I,� - .I 11 . - -- I ­ t - - .. � I . ­ N 11 -I - - ; " . - --- , 7 - � - - --- - � _ - L", � ­ -.1. �,, J .� I . ­ .. . II �,,� ,,� n: � , , �, l I I I l 0 L l '__ �" A ,-.�� I F, A III � C � __ I � - , 1 I, 1,�,, � - -1 � l ,,- �l � � Pi L�l­!',_LA$� _lTi I � I � :�l!:,: ,I � �, ___ __ - � 4 __ I I --'---- -'-- - ____ __ - - - __ __ � ___ - . --i- ..�_ . �� ,��'. 4'r ,i1q, ��C_ I ", , I!, I : " L� � , I, I L: � I 7 %r"� : W,�,,l . k,," A. t, I I v I I'� i I r I � � I �' � , jjj �� r I I V It � - __ - � L I --- __ - I - I- � ____ ____ I .1 I' . - - ­ I � � r r - I -1 ­ � - I - � - - I - I I � I � I -I � - i - � �t I I F I2,F, ,V', I, �, I i r I I I � ,,, r �_ -, � - , C ; - . ,�', 4 � -, i �, , , �;,,- n , � - . I , l �1' 6 � � II Ill " ml� � 1: i,� Iii :, III � ! 0ORRI TYC� - L ' - - - - - - -OL' !.4'A '_ ' ­_ _. � - i.1­1­ L �­ - In ,I ­1� - ­ , � _. _-L ____ l;�w_ re,��,,t, - "' L I -1 - - - I � - 7- � rj� =L - ' ­ -- ----- - � �, I IL A � I ,� r I "ll � � ` 'Q R ,�Q � � , , $4 L ­ 1 ;'� ` � 5 , - .' IR il'­ -�`�el .1 I �e�Q,�Io�K,1�414: Q . . ..... A � ��'I,_ F 1 MAIL J - PANE15 Ill - �, � I � _11`L,'��AL - , 11 0"i"lli) �­�,1111'�P4.Q, III S�P! `�' R '� , � �__ - r in! , ___ ��)(,I_U__E�t I � :: 'i 11 I I I I �­- ''I . ­ I I I I I I I I !�! I I I l ,�r. 7:6:li,FL�llo'l "'w, 1D A,,',:c 5M."ANIZED ��tkrEL STOW PANEL i IV -- ­-­­ I - ­­ - '. I—— 1 giCilill, - __ . DUCM LLCJ W11-i'm ; WE ­9'�'r lI":A`.W ! CATIM, �i, I E ��I,,IIIA �jl:�I,� W-7W `A10 ��m�)C&-rW 20-0r, , �_r­ " - - - - im-ol CC � - - iw",�:"l Lm�,E A-�"Iil ,'7,e�- -p - I 1 _Ik''!: 11�� lrfl� ..!I � - - - I Ili, � == I IsC__ I: 7 W . L . ­1 . - I 1 � ==_t-= __ _­ ­­r' L ', ' , - lr� ro­:-,:`LI,­ I I I �� " - _7 �,� � ­, l I , I: �, : ? an� �, � � I- I I I I I . I� � � ,ik I � � , � � � - �� � I n �l I�Aiol&NIIZLO OTEL STORM PI . wilill m - I � I L �� !I 1, % I A" � 1, . -I--- - ---. - L - - - I - �.­_ z . �­_.,­ r I I Tnp .- SO-,', 11� , � , � I I - I ouvwm N , �� v � , !:: � , : F �:_ ,: ; � '_'�'_ � L� ' � t ' �"' ' �L , I, I' i � i� "�� - I 11 , I � � ' I� "�', � �� �� __Il �­'_ - - L -- � i , I 1: 0 - "' rGLORAL PRMECT0014 PRODUM, = � i �f_ , - I �WMI-4=�RCII��; - L' . ': �l , r - - ­­ , z ��LL ; 4 �,' , -_O� - .� L - - � � - M'I� - ___ - � - - -_ � - ,r TU - 1 F,!,­��, "_�­, I - 1011T, ____ - � Ift, 5" , � - .J_ r 3XI I . E - - I - � - l ,� ` I L � ��,�-�� E I , � ir_ - - . ;�w i �I` _­.=:`��, �'. ' "' v �; _ � _ l E - - 20� ; �41 I III 061�tl IIi f Q!iEi . __ 1 , ,- : � !I". . r, - ­___ "I rl�jrl'L .I,r, ..� r ­ , , I . �, __ p - -_ ---,-- " �r,, I: �L�I%­,` I � �I, !'.' , A , U, - _ � � , �� , , II . , I mill .. " , ki , �;,�E7-,_ — - A" OA��- n ­ . - ­ - � 11 1 E OW * w 2 , - - �L - 'I L I ' r- ­ - M -_ ' L - L � E - - -­ .11 I I . - ��_ - -,. ­­­­ I—— , � - ,--- r I . r r .- ­ ­_. - �� ­5�� , _.r ­r 5 -­,­­;��2�',�"'T�,p� ­­j:�!',�., � , - - " l l l:Z-- l -6-0 Q) a) C_ C/) —co (L) -I, -0 > 0 c- = (1) %_ a) " 0- = _10 2 a) ca_ o = cz -0 0- . .— cm -1l 0 a) � 4 0 cn a) -PI = (D = -0 M 0 - CU Ill- (I -0 .l = 0 2 5- -2 = = -2 a) 3: = C= .0 U_ — m 0 *l cu %+_ 0 m > . En CD L_ _ol L_ CD . c- En cu 42 CID -#1 ca. �-- -0 '. = cof) < 7r, 1A L L t� 1, ,� I � � ff I I I L � �j - , 1. k , ; I � i �, , I . I I � . , i . 1 , ,� t I I '. 1� " 4 � . I� , �, - I I . I � �� , 11 I 11� I � , cn � " Im � (D = -+--a c/) � =3 m > 0 L_ CL U) CL < -6-I C-) (1) =3 = -0 0 (00 L_ 0- 0 a) C/) " � m " I 100 1 =3 LU �E < IIIIIIIIIIIIIIIIIIIIIIr . = L Z: :, I < N, -1 n ,� :, I I I I SHEET NO. I , ; s I 1 , 1 � I - , , � ... . ... __ ___... __ ... . ...... �.--����,-",.,,-.,.---..�.1-1�".-.-".�--l.��'..� - ''I ­1 I'll -11-��-111.1��'..I.��l.---.����..��,�.�-����....,-.--��,,�.-I',,'''',', I, � . ­_.______­_ � - ____ ____.__­__­1­ ­­­ ­­­­­ ­ ­ ,Q,10,1%1�'5 F�L SW�111�dltlt itrT SoWl7d, 17, $,�, 14 & 2TTd � I I - 2 - fq _ . . At: Li , SAI AP,h7 !AFr1jF, 1 � .NSTALUA TEO IN _ - r. LIFt' SAFETY STORM PAN - UTAIE, fQR Q � _+A I "110i ARAT, wilid, FT ILI, 1, __QP' KIN___i __ 1A - - ­ .-S ___ T VIN &AIII UAF,110 I ml J-Pow,lill, nw/To a po"Int I, did I, � INTEP-E-Xim—NIG .NME_a_,.qQKRUE_QR CON(CRE : K . :. rd. ______;Jj__QLQ_7,K �55T $LUQj%E)RU '-­-­­­ -­ I—- I" -111-_­.1. __­­­­.___4__...r­­ I ­_­ __­1111 ­­ ­1 _7 ­_­ _ I ' , , ­� �� .... � . ...... -,---1 , .., � � � I , L , T ,di'" ]ATFloild lF,lill'T !,�� TpjdlQjITI1 "f�,llTF% i T, WIM ­C,,r,T-r T D.m�,4�1 � F , � I I � - - ­_ . 7, I � I � I - - __ � I Zl�', rld-,;�,,Qrd FT1dT:wdddVlF E do 41, 0 F. i �I '11110111111 11 O 11D . c" I I I 0 r ox� � A 9- � j; ,IT , T C I 0 0 t � ­U - . I � . g�gn �_­ I � - � , - _ - __1 - I .., � " �� ­­ �, 1. �, - ­�'. � � � .. . .... . .... ... .. - . ........ � ... ­­­­_...... ­­_­ .. . . ........ ­­­-, - ­­ - � ­ I - 1 ­_ ..'... � ­­F I i . PZW I. MAICITTM, I� - E;� P,� CON,757E, I I i f L I I KXTT9�dt ClpWqjill! I :� �11 m . Fall C­,id . �­.,, l;� � tp CQWCIFI � 09 wom I F : I � ,_,.- ........ ­_:l 1­ , - ­­ ­­ �­­ - - F­ - -F, I ­F�11. - I 1�.­.,T­­ 11 _'. _ - , - I lx�_g � U­ 1 1 � t - �� t,l t,- -r , - _!, ­­, "-,- , , ­ "" - "" '" __ 5 ­ I _,, . t - I I , , - --,---- - Tki xdr�ftl ---- __ - -- !OL� 1�_�� ,­ --- - ­­ � � T : F � , F �' I I I F - � ,,� ��v -_ . � - _�� 11 L � I i � � i � � I I ...... ...... .. ... - I . . �__ - - . � I 0 1 � 1 j�� , Ii I— - , 14 1 I IL R. : T , E , E . a,-_ - ­ K-1-11 --- , I'll � � ' ' 1`�' � ­­­ F F . � F I L I I . �� "I I % � � - � wllF. , � �, � � 1 i ! � � i . - � � � �_ , -1 �� -_-,-_-_1 � IT"', , I I _­­ . ..... ­ ",,, E5 � 1 1 r �' : F - r�� - - I 1. L ­ ­­ it , , . c i I � i 1 l ] �� � �� : T : � � p � I - � - It, I" I I F. id % I FL - d I - �� I - - �� I - � A ld �il ki � 1 � � : I . - . - - I i� t i � I I I : , , F , I , . jr - _ I i - I � i 1 , I i t , I �o � , I - I � �� , ­ 1- , 11 � : I td __'...- ' �� I � t i �� _ J'd � i --im. .1 l L'. ­­ ­ ­ ---ill I '_,_L­.4_. - FL.. I . . .... __��� - � [i � � � - I-, ..-I...., , 1 - i A I ,.� , - I � I I �x . . - - � 1: .1 , i: ­1 : - I : 1 ''' � I I I 4 I - I - � - ­ - . � � I � � � i I � p I l � �� - 1�,�::� I F . . � Fis�: i I , 1 T F � � T !�!q, � � . ��i . . I � I � I 1,11 I I T � -f-L-1 i- , _;�� !� � �� '_�____­�� . -,.=- ., ­­ , ­­ I - - - . T F T5 Al.,� Is"'All �� s Qf) �� : ,IPI dNtjA,g �.vm. 4 � 9 i i � -_ I % � . "I I I ,­-�-- I � I � zwT Twivil VI',N:U 11111NOL i � E 1 I 1, - l � . 4 ! I . . : L . � . : -p-_ 1 . --- I . I .� � I q I . ,�, p L I'll 'L � . . , , L , _ - .� z , � �, F t l . I . � 1---��p ,� , � I . - t - I ­ j I --A , -, ­�.­ I I . ,d ! - .AlA �, 11 - li ill ,L j . 'I - u,"'."I't, , � I � 0 Al �,­.,j6, F,, � L I ' ­ _ "I L"[ ... ,��_ A , -_ l� � S�- M. -t Ful , Q '431i'L, . r _Lj - - - - __ - , , I .- -Fr � __ _ ­ , F� I 11 ''I I 11 I � , , , - �_l .1 - - - - - t L' � �: V, , �j : I ;v � 11 I __ - I td� - [ S . i _wi � X4mm T, . , .1 ;! �. - . 1 , " I - W i t!�w �. E Ot ".l.), I , �, it" , 4 : !A��,_­'T_ " � I . � � �Tdd , % , . I k I � F F � - I k � I.v F lxTubt, � - 1 � I � "Oop L __ --- , , i � _ I , I � �t V Ndd!lm I ." . , , � � - � �o -m F­ -11 I � 30 Z j � l� i � , -4c 1 1 - I I t v � I " r, i I i s " � : , , 4 . i 4 i _ it, N, I . I - I 9 �Z] 11 I F - F I 1 sd�l` F!­Fpl�"Ll i . IF- TF11 � f 9 - ­ ,4, , � I , � � I� - �, � I - _, - ", P , I'll- 1 - q � � I _; I i � iPll _- � E,;v�d� � l , -I �11 - E T � �, � . I � - - ��, � I -- 'F `TTFFl�i 1. 9 I � I - � � , � ­ I E � - iF 1 ! IT I F 9 �, i wdFamlit; To , � � j MAW , F ) � i i F � �" r�ol - - _I - I - 9 - I � lilllR; _F k I I �� - , - : 1, p � ­ I - - � - . - __ - - p - __ - , 12 � . I - -� I - __ I- F, i � . - -- � � � t E - I I lt� - F # � 1 1 1, i I F I . � - l - - i r , L I � I q I � ,: , : : i �' F - - , ,F - - � I & L a i L - � - � I I � �R !1 , p I I ! I L - i i I I E F . � - i I ", I : 1 I ... od 1: ,� ,� . � I I . . c � � - 11L - . - I . - : - , - - I . i I ; � � - � 1� 1� I T: � � I A� I � i I � 1� ,er , � , 4 � I g 5 r - �, -1 � � i - I � � , I � - � � m : � �,l i i . � � L . I�i I j T � �f-j ; : , i I - ,� !; I , �1 � I : i a -1 M I . , r lF - - - '.1 L . I � S F, - d - :F : . . I 1. i, - - I � � l 11 - - J, - � , i_­ ­ - - ­ - � - ___ ___ - I ­ � ��T I ­­ � , � � I . I i I � 7, F� l-, - g � � 1�1 I E ,1� � � 9 . �41 lm�am - , I � � � ". , � lT it l r I � : lf.. r-f , , l., . ;F� tra- - : L I i I I F Fl�, , _:t J I � � , E - FIT I ,I ,�� 7 ?=l , - :lc � � L'� L , I! - , I � - i � 11 rli,1�11� ��', dit 4ii i 1 y': 1 1 1� X � . � , 1i 0 Uiq ddtd�� - 1 � � . - I'll _� �FF � � �1 3/4 11 ! , I � PAU0. IINFrIfFN duddill ' I OT) . � � ; L� . ; � I� , i - . F191"l �IeEgl I � ____LF_-__ � - - - I i - I - I � _­ ­11­� ­­­_ -­­'T _t 1. .�J$I.j L ­ .,.L. -_ 1­1 - �� . I'' 7.-I, ­1 � . F � . R-1 - of OmAkolo F . _ � - 1 : i , , , F . i I - I I 1, I IF I � t � - --7-- ��­ , I , - � � - � -1 - ­ ---.-..- _­1­1 __ � _i­ ­ ­ . __� - __ ­_­­ .1 � ­ ­ � ­­_ _dt:::dl;-_l j I I . t � I I ­�',� ­_­_ __ __ � " .ld� F - 1 I - - -W "T'_ l I I 11 i - - I 11, i T : I � AA/M Eld 1z 0.4 �`lIF . ja r all., -_�_ I "I 1d, 11,­ I I .1 I I Z�� ,,6(t1'4AtTT�md`Ia, - d i � 9 illtiFl k � , ; I � '"', wix. .iod'sAddli�% i . I ! � . I i � R- moj� 'Ttliki ?A*l1Ft4 t upid2it: 1)[mm 10 MWI imi A wFly'do J� I I F I � . F __� � � , ", N I I' FITpd, rl .. .... ,­-_ ... . . . 1­_,_­,.­, - ­ L"­,,­ F­_ I I 1­ . . . t I � � 'L I I �'j � 4-14 1 i T, - � I - 5 L� ­_ � t I . i " 1 :1 I � ,_ d 7�-� I � F', - � Flolr �Iim �,Mclgd!� IFFIT didid'IFF"I'i, 17� 18, 19 ti, 20�1 "L - - . L I I i I � - . I - . . I � � i q � I k IF 1� U , ; . L , 17 . � . lk I - I . _' � � L - I : � I 11 .. EA 1FLJL'j", I ; r,:� �. �: T�,_ I . L., ,,-, ELEYATIO - - I � 1� � QEDQUi -i-2.-�Mg-.,L�.E�F,z-W-E,",,,,,..$,T.QM. � N I z . ': �� A WRIT, �,,I'111]:"��ll` , ,r, .. c ; = - . I i , W!! I . j TAI I I - I - . I i__ zz I � � . - , il * , - - :: � ­t� : _-� � h S . 5 , � � � ls 5 . . j_� j - 1� - ��4­ -_- ll�� � � I J" . i . ir_­ I � � . - � - - �­� I, , �_ --- 1� 1 - ­_ -L---- . ; I � �_, ­_ .�� - - - _� �- - = �� I/"__­FFL�,-�,l ,� �,,6 �;�W��5 _�4 __ _F - 0- ill I F - % ,lL,­ � � F - , a - I 1, �ldl,fi� dLTJ ITT, � ce ( I � ; - , FIF - � ... . . , � ml, i ;-,,, ,,:�al; FFIFI, .,F�,�. r ­ - - - ,,# w ,,,,, - ,� r _ - . IF - ,!,Tv ., tl�,E F.I.F.'eli i a__t -did Ij l � . - � " " -I A - ,i/r � I ��pl . F i I I - __ . FT , I It I " ?'Fidi'l, , dtFTFd, WIN, � 'i -_�­ ", ­1 rll"E_"F�&7 ­_,___ ��. -Z-1-F �­­ , - r ril to � .i, "t i, � �� F� : � �_ _� � , * I �_ ,� �_4" F��- �� ,!, , � .� - ___ � ­, __ ------.ln A IttAl ­1 , i , ddt� � _� 'it �,;.� �F. " �:" . , - ,­- ,,,,, r, , I L _'V'L l� Air"It a I:j I i- TF;1 idliv "ki'l4lik'sd ld��.,r4Y � . - ` L ll, �l � "" I � � ,, wl,� , , . � 4 1 " , , 1, vAl t��r ;� 1, , , , I I ll,, , , J F �F " - � ­� I F4, vAnnta . ' r, - Ft �' : I i 1 4' 1�,I,d,ilg "XI 1_* 111',vio 'A , � � AVCbR A��Idt!TFF� . - � ll , "' 't'v, /F' - � - - ' '� 'T I ,F �td,IEPI I / \ -, 'Rit . _� a ft- � � � 'I Fli� ,� ,ep�� i l �­­ � I , � I 1-1 I-, U ,r � I , " ��t � I,- Z�, �_­ !­2�­�.,��4_ - I F I � 1l2, A 4 � IT, L F ­=­­ ­­��__ ��­, _� FlL,'d,,______�_d__,4 it, � � ;�� L, � L � I d F ��,Id!t - 1�l,: ��;,,�FtIK�_ W11 T11J1z . _ A I �S� KXUJM L F pid C-FdF.---T _­If� j�� � �L�_ � 5 "'Fl - � �Ll� lll��_ - - � 0ITT, Ti'di -, ,r - - - . � rL_1 ­ 8�' " - col ll� � I �� - � !TLOC� - F"'t'AW 1,1 - -1 lw�ll_ - __ I " - : - �' - , ,� .; 21� UIN A 101L.�KQAfl�tifil-iN��T�,kLi..Cl�-Ti�Qti _WAL�_movfumc Cj5,r&LL&T g NAU.TJ&&'UqNfijN.'itOPU&WA 1401 I � __=A -1,& VILL.-midiRM ralffillill $CkT. Wdld'*,� � 51212JUMA, A '110 U00-1A 51M.Mi"iff I .W,IdatqWtp'P%1 I m 411-11EGaTAM-RA&M. LOULff 1-5-Al Al tr 0_1 . P b 0' UE-SAUTI-EAM i MA)0MY_M_AJ%DIT.,.-QWQN_ EKE=R__E_ =R-A—TING "n, �v,��:Jg',,N,- � _j. - 9ck=1 _%� I � j� �F, l _-, _4 - J.-J--AND � , - `14;xa �i = - � � i�e ' - ,'iA, . . —.---- L ­ � ­­­ 1, __ - -- ­ ­­ � i----,--_ � !Zo—RRE " LE140TH -L- SCYEDDLE 214 .-CER ". ,4;"-, ' NAALPF FTAA_ , 10. I '-ditn't _%�Q A - - td� 4", ' ' ' dU LlETT 'IR A ;F;�' - 12CTE'l� il I �wi�N i tlt , , _��_MTI_&"_. - - - � � I I,FI-t - I I � ' I L11 A . � I �,dlddlijdtl did,F 1, L I &��� -T lF'l1L Ll- � ... .. . � , , ­ --- , __ __ . A7ck �;L� Wt^ - � , 144 ; Nn, 44167 � 1 Mi ldkjo_&I�r� dd. _11TWUl A, F ,I - �_ ____� ,�,,� 1. . - �' I [­­­­__ � �' - , 7 , v Wo� II 1,d F. - - ­i_­_____ 11 - - ,Q��- - wm - 5 .1 *i * '*, � - �'d�""" "`� :,- �-�_I�qpl-i , : _ � __1 . .�' �Z�1­ e '­ it 4 11 , wFI-E -_-E IIINI�'ItTlit T", 9: ", m,­_ . . ­ ­- - l­_1_­1.­ . � didld+�� ��, , -6 t I � �'_, IFL _'_ � M�Tzpmn& Z_.ff` E .1JT FW I F-ESS Wlltt� d,T�llpdjt '1, t il ,­­ � " COVE ,U High vet-�dlly Nulrq tF - _­­_ .. ,, -5-- Z - -, - _F_1 I me,f -1-­1 ­ _____ .. . at __ L MOMA BUILM 5 - IP. . \� FLORRUdit, OlUilLUJING _51D� I ­ I— __wLcoD .1 - ­ �, i-F I . ( "Num A I Map, PXNEL UNM-t i _1 5 �a� 7 � ", '�" �`_ lividd ,ii �� - ,IA, - I .. _.- � -!------"'"""""""""'7--"""""""'""'-'--"""-"-,L-,""'","-,-,f—"",-, - � - WNIULAA SCIAltAlATION I _, - ��`PtWFIIL 'PlL -- 4 � T,,,,"d,TFL ,0- -.�-TtA Y"'l I ,��, ­­ F, ir' � - - � I F4,,`,-­D ,tic�l . - I - - � - 'l I 1� i MEL STORM Emu - i ___­.1i___1_ � � �, I , 41 11 2S GA&I adliEVANW, TlitTw-o'w, � FZlt - " 'L�­T L . - 2 1, . - 'Wil E& ii Amilaw, � ,._-ym - - -- , - F -20 ,',Al 54YANIZED MULL S10i FA;m ' � DF�� - � , � I mAll L � - . � � L k � i ill li�� 'Ll�j�ftt.�Tldd�_ TlF, TFL" - -.---,-,- . � I I .M� RAKEii", 1 1 1 , ; , �,Flr - -1 I FATIlPido ", f_T TO uAss I CON01 IF : � , lz , , 1A -m '' I = * " ­ - --- Jp --,-% 1-1�1-, F � � � � . T­ C �­ - .­ � . �,��I;;;;;;,� ___­ ,_­­___­ ­_ ___t: ­ -Ft � __ ox � IrIl, ��FTIDF �- 9 � ,, � - ,";�Z -1- 51GLOVAL PROTECTION PRODUCTS, LLC,� i � � � ___ I 1pill 'I i � ��5 ;*Avb�, c � � �­­ Ti - " im --.------4 1 � - , ­­­ � - .. ....... __ _____ ������ ...... - ._;_1_*/mm -1 I F !ll, F - At im 'AFF, i,i � - � � I 1�', =_ ­­­ - _- ­_ � _� ­t`tl [ - � vl� �- - - ,r � i 4 i_. "I'll", I IT I ,i ;, I , I - .� �� � I , I I: I: I: (SEE SfCMNS) I: E (r - i - R I I - - � - � ,-. P� Ufxff�m' ��! FlL'ITTT ill I X!, Arq,__ I'm � : WRAL PROTECTION PRODUl LXaJ �� z ll- i� �-��Iitl l,"L, I - , - I o \ f � F ­ I �",�� fil"E" "'Fo"'imc \1 �Nlm I 'I- I � � +=� � ­ I - -3 A E'dc" vicrm � F4l ­I�r l'AL-F� I,! 7 � ? - __ ­ ­� �� -1- L ti;�' - J/4 r, ', -- - V , " T t . 1;� �­_ - - �tA ll � � , dill 4��:�T, :"T 10RI5 ill IT- ­­ - __ - � I - I � - . - - I(; -770 1 8'-8' i UNBot - 0: , I 11 To __ '� __ - FLI I i I tKA &*_ I Mir � I i � " TTF[ld]jrTL i4 20-1, 1 jF i r, E - - I � , R :K� ,,, �,Ig lg&P�p i lF,dF., Ts,�AIIJP­15.dl IV P44TPIJ I TIE 1 ____ ___ ___ — ... "I-.—,— - _11, - s 9M7, �� - 1- 1� ­­­ I ..... ���_.­ . .... --i --.�,��'il.�."—..'�'..-"",�.I."..-i i �v lddd�­.�_­�,$-�, I III , "" fl� -�, - m�,� .. _­­ ... - � t�II _ , , 11i 1%,l!2`­ � � � , ­�-­­ E - � ,it ?�, t ­­ I 1,141"41 rdlidId", did, El Ol 1. I d""Il mot WN% TRW F =FT td� Pild A t) 'd N I 1WETALLABID—INQ ETAiUL—F-0; i_Q? u2mJ1. Fo? , �_ual­��'I $IQNM­pAtAEL,L$_Y.M aT_Q_ � EXI 0Aq_W,Q 0_55 IBMIC Uff-54 I I r�; � - , � [ -1 11- 11 � _-__ - L II J__­ I � � !I : , F 1- - I F : � __­ - __1 ­ ­_; r__ � � I . I l�,F%Iddjld I . I Y,FFL�� -icwn i 1� �,_,�,�� 9 I dds`l�,f I i i - I - - _� - I i. - I : 4 1 i I 'r ­�.� ..... __ j— j_­ - ­ � I � : A, ITIJIFFIT'dil IT, 6- IC � ____ , � � 1: � - i 1-1 - 4 l 4'. __ � I - ;�,�� , L - �!`�" � ; 4proN a V Olt I f � I - , - - - , I L , 4 , 1] - I .v ,��dt I All 11"PETNTIG ,,, 1 1 : I , I I , W,' ,/Z- .1-. -I � � 'I I IIEW-I - W=� - ,,I :! - 10119 I wickv ll , , - A �1 Httem, it I I F . �� L -,', i , , : I I , , `11 , I ;.1 T .1 � i� . � � f ,� '01BRioFt �,:! I � ­� I . �� _. � r" I t. ,o,nn �11T, _! 1� I % ii -I. 3W4 � ; I ­.- " I �_, I I I - . I -.F= — j d147 � . - I i - I I , 7 �11�L�� A I I- ; - ull. I I . _ 4W � I 'I i I i 1 � � -f ; " I - ­� . I I � �: i I I � � I [ I 1 2, E , [ I - I I v, I 1 l - 1 , diddil � � � 1 � � I I � i I I � L � I 1 4 F -, fl ; a, - I 1 4� . - I , d OF t , � I : d , � I i , , , " -,- 9 I : ll� ,� I i 111,111", � � , - , I jj­ �� _ 111,� T � I ___- I-L .­ � __ ____ � _ : - , T��Wr � 1119=4= � , Lld��--_; J � �� , � � - __ . i � ���� , I i __ � - . kN t&ff �___ I I __T � L ,dlF I ft, Z�Wfr - - L�jljddj�d .1 Ljj � . . 4 I i � - � � I L ;I _Lt - __ lF, 1: L - A"1111i dll,�,,­l­ 11* 1": 4 R _.­. I F I I �� I I p � !it d" -ri I :_ - I �i I . t I - I I , 11 I - �,>,Ilhllll . � t ILI . L - j L � F7F �J z" - , T .-Futt � - � � � � � w,p Fl, I UvFTFI� -�:,, I � f i 1. �. � "o �- " �F I T 11, I m- 1 Tt Nil, 1$,F% I90, diiZIL', - - QL1`d4'1 , I -�� n"", �, ImIF o'di'llif till i �! , n F ­­ ,� � I - Tom i - Lvz� F ,rL, � 1, T I. -,;,,r,, ; IF � dool � �� � I i 3 11 �:: L E I � I : T � ill : l I'd, f, . � � TuFFT, l caztl I : I - P I I F �, lz_,p,;� F W, vfALP� 11 i I I - - - I I 1 tKE w-d'if 5 ,YuoAl mA�m ­ "' wx _1 -1 -1 I � � � - - - __wK wok,Jt - 1 gA � W �Al� L , " - ��4� L __ I i r ­'_dF-t,FFlT; I � S � , I i os� iAl F - � 1 _ � I & , �; ' I 1w � I � =4 , � L "'.-to �, ,d1t L I L - l" � %� L � I � � i T T , F lzF, 7 ­�� N_- - ff 2 i 1 WITITT AT IT L _L __ - E_ � - � -IF - 4 , it ' . - � - - - . � , - I I I - I A � I L . p � 2 I � : F : - 5 I t - __­__� I I ITIL� 1Idddp,rdjid[j� i � 11 4 : , I 1� i � p i� '" . � I I 4 IN t I - I � � I V � i: IT �: ��­ � . � - - � I . I WITTI lilinitt'Ordt � - �_ - � - � I � T I � FeTii-th�d FIT t1t. �11 � , � � 0 F idtnAtnt lk dif KUL, t . . � - I � I , � � - I I 1hild ll[ � , I R T4 I . : - T i F F�F�IFF, I : � IIEF L -LIX F 1 � 1 1, � t I � - X-1 r--__ I Ir � rl­_,T-� I �, . ; I il�9 ___ � - � ,r I, ,­1 ­ �j I , 1� . I " "I'll 4 fj�-, I � - I R . ­ , � I E ��.� i ' " - -, ` TnR�L � �� . 1- U_ I 5 � ,F I &m,a t I . . . . . . '. __ 1 1 t c L,� IL-_ � ­-, .IT , �=iEl = �; w I , 1=­ I I I "''LL, ,-- F­, 11 , I - ­ I I �-- I - 1-1-1 -2o- 1 1 r� " , '"' I - _ m �,� - !e'l T T : j : i _ I - � Ea I �j, � , i , � 'l;__�_ A- . .1 �. � ... I. - i I �Ft4 L dip T l;�,ft4r, , � - -4 - - - ­­­ � , - .1 .1, ;7 tclitildvxt� Jr,,: di.t1l" T � _,_ _ .: .. ­L�d__L_ � 'REEI-wi�nid* -15 7 `� - . � � -64 cw� ,� : i I =d OOPN . I , ,;',d�_1TL,,-"t�:dld' , , E., �d " -L I :� A- - _ _ I �: '' l - imp. ;­ � , � Flip , " dIr wi d"ll I , � L ­,_____.., _.-T �, ­�� J, � 1 4 . ! t ef . 3,FAw tac wo"Aliff 0 �tl 1/2, bx � I : ,li'la, it . � � 1 � � I I I ��' _­7 ` .I � 1 i : 9"M & FIT I, i . I -ur &.0-0 ofyomtij : I , 1 � jL 1 T I � I 1 I - R 'E'D uj�wm a did, o d,, . l� , . , 5 I - - _. � �,W'dd, Twit a 6' o [ 9 i I I II � 111 j E I E . 'ho,oldedi A/ vjtN I - " A� , � : : l4 "i � 3 R I - " �� iy ) � ! 1`1 I kgcni =F.1� - �, 1FwKdm ,I � I � . 114�.Ildl_ FINRIIADIM , , f � �, pl�., II_ , - iL l L , J� I --- , F Fj:Ilh I - �L Dill _5 WEF ,,,,,,, "'AT: _ -1- � _ %, ill- -3 -1 I 1 L xii, -W­ � = .-- . .,-'F T � -- - W PLO, OF FLAM I � ­ C , IT"i PLATE I � - X�F*- =vm ptg:rll idild, VILF41MED � "I I ............ - AUAM A &ffAKm1W_UW & ! 9-ALUAR2mu . . L I'll WAME 3/6%, 4' ECAI,i'� �/J'­' "i L,e�� 0 F.1--l' ___ I / r . , I , iF _5 , �i � PdOT4,,6Ai 'we DIF&Y wl� ,c. wvami Will �_� , � St mo�� LWRS up to .5&,5, -72k psit ATIPT pool UI dw AT IT � -5- i I I -, FEW z 2. 1'-�' I'dieW W�Oo �A�- 1OWIRL'i WO&I'di, TWAq-R_1 � 1R, 50�� � A n ,O z � -Ar ho -_ �,-- i-vu-je, ow -I �v O�Od Im ImAL I - � i � ll I..�'..","",""""""'ll""I'll""I-11,11ll,"'I -1- � I �_ ,l ,X,Lt � ,� �, , , - Z lid 'RIN.IlAw � ] d: ll � PIT :To � _.1h1t1WJm9fi NAU­AQUff.Wd,1K5S1&UAWN 1E.J?JcEB1LdN92AW." ALTPAWATIVr-layt 'L — 8", � # orr - � ___ WM-ffiff- a 4 ,.t- - ! ww" -�__­ A­,Wm_- a Fr., 7 0 a' o.a - _W� `121 MIN Twula-m- pikiTiFirl z w= HMXR I �_,. � ,1V f2tq �'; Ilt:.� f U ETY S,TORN[.�r�EEL.�g N$TAL - iff I A FOR LIFT, SAFF I LA __ ­7 - I PC- _EOR Q 119"ir "'L ­­­ ­_S ____ � - !N-IO--E-,YJ!�-)ILN,G--."A'�O.Q,'b-���i$jR��,iQ,�17Q!3,E4 I � � ­1 � � 7 - r � I . � I ­11 IT I i I I i ­=%= - = ==1 I ,,,, - — _ .. - - �, I �___ ,:. I I I L 11 I F I I , � . I - : - ; � � I i I I . i i I E �� � . a � I 1 5 f IF r -­ _­V­==� i ! �P,v T , 4, � l - ----- - =v­ ­4 4 W. MKOlF a Ft" ,:�F F� � . i i , �!T!41,d ITT, f, 0 1 is ! , tlrl -/?' .�q� "Ill "dF,F2 I , i I ,,��­l ,,IF Fi . j I wh l t'll'i FTTFP�,Eprdl . � j "IFNII11d"Fliti �.1; MM"J � � i ; F�j 4lLACUIF , ` 1� I � I I I . B 1 1 1 , i i � k - I -1 � �� - __ ,,i � � i I -*nqn,FS;d�-",] , � -,­- ­�- --i�­ � 7- 1 . �L___ � I ; � ,`�,-_ l ��­ E � I F , ]I' I , � � ll F FF" � , i � � Fr_ � _F­ i _ . � .. _ i - ll� , , 1 ;r j 1i � I I Z�*� NUADI� I--- I I p-PW 1qFWdFFJF1 h� � � L � i I [ 1 I :r�--_­D , N", � ml�� "D - I � : - ­1 m, � I - 1 T I A� i 11 - if 1 � !I- , "'; , i -� 1 Ii - " �, i 1­1�111 .1 F � : `d__ � � -, --- . I i __ l-6 - - I ­� 4 11 1, -_ � � �FT� IF 2- ,. . , X� �41[ - I - I . - .2 - - � --- _k - T71L :1 -Z I - , __ t �__d, __,__­­1_.F­ i - L�__!U­­— � I � F I �. F I I F - IF - L I ­ - �F � , d F& MxssF I j � f 1: twl l"Fir �C��Ijl 'IF I I _� : jz�� - � � � �__ , 9' I � . � � - : F�,, IddriTT"I"T" � �_ I � It' Tg,�Addd t , lftE­ �� , �_ F,xv ,1�111litdFld -, 2 d:1, 'il � I I - _Fl­F; . � I I __ I I ; 5ld1 � l �, �� ­l'T Ldd� i . d NOV "t, I I t ti lvv, V , r­2tl I 1 F I, il�l!� _; i d � ,, 11 T, i: .1� K7C , T,TFcTIyF 'il i . ,� S ,- Y S, w/ I l4! ITT, --I � I � � � - ----- � __ lN__ - I 1- __ I L , T L r I i I F T I I : I � � iod�. I 1 4 1 t : p I I . I , d ! . T � 1. 1, . I F :, - I . � ! I c � � . � F , -, �� I : L­ -1 1; L I � � - I . � I -1, r__� i 5 F � :� ._'_l'_" � � r IIJ . . .. . ....... . . - ff - .... . . ­..'�, � T-Fl- F i �L � d�� �� ­_� � 2 �: :I.Fl."� � I � � - l � '�`­ ­ - '--- - � F I I - � ; i IF " � I � E , I � - T TFMU ,L � 1 :3 i� E I I , Ed � I F '����o��;� �� � � I �, I � � i It )d I r", � � , , " "" , � i I . �, � _'� � t IiJ I F � � F , - - T � I r . � i � � ... I ... .. 1- 1 I � � I I --- _ .1d I . D r r 3 I L I E -, -, - � _12" war, W,l � l - - - ­-, �­ I i , , - � a . 1,zl a- � Fl�t4l I � ,�a J/- , 'd" FFF__ff� �_,­]F_ Yn , 3/37' V= 4- _� � r 141, lf� I ' I dAl 1. � n I L�- I � � r �TFF , ,/�_ dtldjr 1. i 7 E � - _ '. " a , TFFM'lrll,�11 . if WAS��p & � , -IL L E I . . _w - . I ,I � . pi,-_ FAW_'�,,Il -F FPO T 3 - I f 1 � � vi,ridd q T Tt,l,��, Fl�� � . I - I �__ - � - 7 - F I D 6 1/4" dd,_c ,dr 1 1""g, ; Z . 1 3 dT 41 1 � I �,� :1 i - lF , llF�� j x , .1 I � ?T__A 1, IF t , 1 � I 1 4A - �tfl�ldjldRM �l , LFT;dT - - i . - !I -, T), Pt i , , - V - ATI PA-11 rid,Tit I , I - � � I _1 I � I I �� 11 r. - _L 1 -1 I F A&LL__4M11K9_ffWAUAUQft _WWl V, U]UNG III I ATiAN &UREEA-TrillifF __ - ,dd,,fPl6`1I1TFld.F"' � - 9 "I'll, ....... 'CL I. lit � I" �l ............. &UwBAUYL= REMWAIR P" I ,- - - L "I - � - - - , , T F� _ , � � Ill .A, � I ME - - __ PA "r l"'.1 ,I � E, , 'F, FFF` ­ � I = T,d(l 3/Z--' 1i i ," I T`tdt�� -� L F -,i — -.F - -, 11 -: T , , Td`T` FICITTOA aUt=14 L U5Vt %,WdyT ___ __ _.__1______ , ­­_ �1­_­­_­­­.q ­11111— , � ­11 - - , � � 1i - � ____7 � r , , , ,.- I -AT F �.�. vm" 111,111R4. `Pc 11 � PUL EN BET' I � 1 liF 1, 6 Y I F­ � - . �. . !� i t ld61.N,,J'Td!*5 T,Fll� �___ AL2�F I�A d`dj1d.L"ddl �'r� "Ilb UES�� Z� � 5 ! o' --- : * -� L__ _tf,�!�� I� Add TTIORZED 1, I I - ­­ 1­1 - ­_,_ ... . r. ­�­ ­ ­ ­ - 1. Ll "O , ��, _ ­ - � - �� � IdA� - . z * � _=TMP_�­�_____ - _� .1 _ �L 'ttLt, [4L""�Jj, Udl� T,�. _zd �J'F- t­_­jw�v- . —"'I I �GLOFAL PROTECTION FROM �_Z S � 7 . �, '. - __ - I � - F I � - �_ I I 2. FTWR I�,�Iol 41= M� �:t,­k,d,-R­ �T�F�­ hjf��­ � - ��*`H�411i " ,�- 'i " �-_�, z , M LN " Z; I.. ,:: , I - -1 _ ,_ "_,,_. �,,rl it 4l "'_J"'Il �_ I �ptm LX Lr , �,; - _ . � ��Q ,_J �, wi � �­ � ld�!-�. "i 2 S� � EQ4i I , - akt " . ,jr, _!�T- g . - f I Ir .Jd w; � ,,-W- F� ! " , l - , nEg, —Taiii% �TiRj:i,7',4t-,q, TZ j -�..'����.---�-F--,.,..�-----"E-,- , `,,,,�,F­FF,X � ­" �!,_�"-�i .­ � - - , - 'iddlit ldld�!Pdd f1d"Itp - F!, altk Fi -, - 0 0 TiEM`z,% I'll - , ", . � _. __ - _ - __________ ___________ _________ ___ _ ---.-. ___ —­-­'­­—­­1­­1­­_ , -­­'­­- i t I I I ��'2ff..QBE—NT!�­FO'A-a R".5.L..19-9—Q�.,.,?k""�,,�l''Q—O(—) L��____Smm__p x X/24 TLL_,­Q� IU�P ��­.� 2 K.7 � - I 9 dliGoa TT,dFL'-�T­, I f- (4) III (At WIT, l FF�',O - 6) ,�� 9�jdrl -Tr � mx,� -. /,z -1y24 , it." 1*5 "'124 Ill 14 */:z4* v - IF- - do I I did tr -ta"i-INS wn � illilrFlm'. I i I I �-- .., , A a, f* ,FFIT I � 6 M, 11fm- ­1 IF,: II'LIL , I I , ,';Td, . �r � F �-, t - --.F I �� r t, giFFIFIVIT211L ATYIF�dddln, : � 'o F qi� W­ �� , I - __ ­_. . -.-- ­ , --- ­­ - I J__ ­ il_ _.. t­ _-r-%_,W_Zv ,_ 1 . ... k ��;Z- �_`, �FTF ll rc.;% �-- , - - � , Fit: IF FFF,Qtulj� Ill Fd,1:p gj . ­­ ­- - 11-1 I 11 2ZA11 - _ Y ��Iltl' � i ft-, I - " L � - � i- . � �U l-ill lid. tvilidi ddd -7 I- 4 i � I r �� L E I : - E i - 22w­n t.­­ __ ,.SR � __­­ r 1, . N!�� 7 , � - - - ' ' ' - ' - L � - �� ---' 0,cll, lAn", - - - - - � ­ I . �1_ � r -'WL__�_­_,_j­____ - ____ - - ., _ , - �� - _� � ­ __ - I F%6;r� - I 1- � . �, . L . I - --- ­ - ­ - ,; � � I - - .- - , � --- � - - -, --- ­­ - E dd,_._-­J­4��­-+-� 1�­­­Ill. 11 , 5" � __ � - , i - �. - - - - _F � t- , I I - . �,­ - I ­­ . ­­ ­­ � �v , i �" "I A - - -- -- " A _ � 11 , tr 5w, " I, FTFI v - I . - , - - ,'-..-... -, l;.. I,- ­ - -, I - - -- - L _ F, � - .­ ��_ Z� M cFr� I - , � I I I I - t­a,'�'_:=::� !`�. . �= __ , ;, - ,�- ­­­ , � � � ­ - F;;�::-, - - ­ ;�, - ' - 51. '', 1=��:117 ; I, � __ - _. ,,T ­ , d, - ­­- �, ,; - - 1� � - � _ � � - I - , 1.11 I , 1 I! I I -I ��T -- -, - h" I � � -1 1 I,` T, - =_� �'�' i �L .. F, �,I­'­'_ - - i_ 5�� __ � __ � 4 XIM VNITT'l t I , T r. 2.M, 1 k -6"� , 1 .- �T - - __ - . rL _- - � I - . "I 1; �� . i ', - FP I - -1 _­ - � � i I 1, - 7 0, _T L ". I IT I � I ;I , 1 ­ I . , 'L i l�% � I ",[ L [ :, ; F � d I �-: 11 : 1 � ! [ FT I - , � d �'7 [ 1 in 1 I ; � il I I I , I : � !,: I 3 : - : I c _]F i-'r-7. - . i I . . � . ! � � ­ ! dq,T�' -1 V,,' - ­ � 2, � I I I - I I � L 7�� 1 , _4 - � C� , I , T�'�i : � !, I M., � F , d�L , ,,,,, - , SW i I � I I - � I . I .1 I , F." 1� F �� i 1 1 . I I � " , I 1 1 r I 0115.1 1 � : L I 1 1 L : L L � . ­lT " ­ dP_,_­­lP ­l­,j­.''� tl ," 11�1.11. ­­ -1., -I. , - I ,TTITT, I r,115, I I I . � � � I : F 11 F 1 I ; � : i L I � . � : : 1 . . L I L : : I I F � I I � t . I E I : 1 2� 1 i I F E t L � ,� T r,,,,,,,, . ..... "i 11 1 10011 "' [ 2 144 " � 1 : I - � I , I j il : , : _ , : , _ E I I.T.ItRI, ,,, T I .' X I I'", 11 I .. I 11 IT, i "I , 71 r , � 5 H�j_r�, I J, ,; I i I [ ,'I .., IL`� ��: "Fid"IFFIF , I r �� 1. i �: �­ -1 I . - j 5, i I ,� C: : 1:, 1 , I — �,� �� L - � � F,�, I o'di", I " m id I I�Iitlmllrrl,,�, 1��Qo, i t 11 �� nixi i �. I I ­1F I �, I 'LL - i­ � i- - � , - %� I , I Z hli� T, �,id 4 W�,e 9�id ... d1l, I - Id]T:,d - El, I'd TOW - l � � III V I - - - I � , - , ­ I- ; , , , I - I - - - - . __ _ _____ , - t - : : it � �, i; " I �,,Fdrd .dl�li� . �"4� �! - I r ?MfFIFIFIl di'll"': � ll­,F� :�FF lIF-1 F IF � r I I I [­ � -, , , ,�_ Wild. l�,, � - dd . � I i � I -1 ,-In � I , YN't pltld< F D;lT:T:!]::: FTlldTa_; Tv Iml, §�� W �F�� F�All ;­ 9�� , ' dT' r �,��, W, , . , . I --- - T I I . . - �,7 � � - I - , 'll I . a . - �e�, 1, 1, 4 At'll, I i � I E ,1:1 " , ""r, � 1. �1� ,1, fit.rt-j" �;[l T, , Inid"JE � - I F, . � -1 ­-, . - F __ , ' : i I I � i . , -, i : �� ]-T - � TL � al�y� "Ild�d I W= Lo "It "" 1010TIOL A k , P�Tl - - L I 'I L ��L�" 4 1 � �� ­ � -­ . _ w, �t 1411' ASTZ"T d'�,� IF 1101 �. , , F 4�` �' HETA04d, I I ! I � � CM , - I __ _ �=� F-- �­­W,, I L t - I � r , � , I � I �1? ��t IF . I _ _ _ _ , �, I - � i � , � � � a I I ", [ 1 - � 01 4�'-65 OLA1, , I IF � ! � ! � � � : ! 9 � � 1 4 . I : I I [ I �1 d I d, T � �F : I 2 � I: , � i i 71- I - it Fl dd 'I 44 v l"It, , , - �� I i l . , � L . �� I I I I 1 � Ir ll � t � I �T) � � 1 �:, . " ArTATI. A 'I'd I 1_t�:� - � 11 At� ; I t , , , 4,�, " , I ,, � � , , ii 1 � * ! , l - L : : , � F I - I T, I F i ­ � I � F � ,­­�, . . i I . " I � � I � I� � � � - I - - L . � - � ill, - . ..... � . ..... . -, OFF - - " , 5.­­ ��-:,,, � I - _1 �, , t I - � - : � - 7- 'I . , _, , L' � � 1 I . NgIr I � � , , I ! 1 : I TF I � d I 1 i , � � � 1 . �­­­;�--'' T i - I r � , di - , d, �L I I i I - F1 : I I : I - � I I' I , , - � F Lr 3 . - : '�,, I I 1 j ;� : I I ! I 'i I I I I I - , �, F r � L E I � . ,,, i, _­ � � I L � I 'I , L � . . . � , � I., .T iidl�otr -� I :1 ­�� _O�, , . It � : , � I � � F ! : � -H- F i I I - I I �, l L � r . � . 1, 1 do's d 1111� � � v , I I E . : � - . � : r 9 I r : I 1 1 I : , I . F I - - .. � � I—— .. I - . � - - - � � - ­22 47(d`­­- 1- 1 I , I I I . � � ; - 611,; T MF � L : � lmd_ll Ip I . � =1 � - - . I L r . i I � - �, � `�_ I : i F : � I : 1 1 , , - - �� I i . 1 � , F - L � . - � � - - - , � �L - - � �T mg -ma, - __2� � - : � ; I : � U - ,4' �r� � - - I I � - - - � - i I F I � � � � c f . I I . I - ­ _� I � f 1 , , � I ! � I � - � L 4 r L L --- __ � � ____ __ I - - - c � � I � � � F - I I � , ! I - I - - - I : L � . - � I . I I � I . 5 r i - ; . L : I � ,� � i i � F F � F L � . i z I I . 41 , , 1 1 - � - �� ,� ]__ .. � L I 1 t I I i . - , - --- - � - ---- t FF� -­_-!� 1 ��, I ­ ----- __ - , I .":, I— 1. ", , ,.��._­Li_ � -- - __ - I I - . I F � i i ll� �i � - � 1� � I � . - - � I _ Z � I i . F I r L il - ­ ____ � - � - � � g 1 - - 1 . - I � ! il! � ,,I d F l - f iiL , F - � : �l I . �lT d �l�i � I I ­ d .� ­[­,�,4.l. - ­-__1­-_ ­-, � , (� - R E Yy E %W_ _7 K - JA A Q K (�'T ,Rr,,Y.,mSE;,,,,S,._,v" Tfm,I�N I! di, lL - i",� � F -- F I � i .� i 1. d�,. , r; - _�� � �,", � , ­ , I ­ ­ ___ I, . I I I I - - L � I- Il" I - 'r __ - __ , - .. -- --- -- ­ " __ _; F - - _�_ � __ 4 - ; _1­­��; 1 �,,� �, � l , �.., i 9 __ !_ _ - , �_ __ I I . L ____ — � .L_" �, � I I - ,� � , , ,,, _:L�� , ­,,Tldi 1ITTE., I dill ) , . - ��-- I .d:,_t l� I �L � r ­­ ­___ ._ __ , I— I ------ N� - I � I 1� ��- -2 1 , i L � i __ � Urld, ,AFT� dT. 7 I .tF T � pi IrPT, diT. , ,� � � - I LW d").Kxm - io�lk _�_ 5f -W I ­_ __ - - - I_ = %--42TT tiltn'TRITITIF ITKAIMIll ,,,, ," - `W - Ift. � 11 � , ­ --- � _� �F 11,h 01 fl1w., Z5 - V= SCXA�---- f-- �"�' I F_`;F"F`, � ,ddr i � - */ "Eldcoldt9I idiltl',� � - - . - �, _I � _­_ - - ­ _­ ', 21. � �' _� I - , If Ll,tid lip, 7, Ft EvIs irlddqui� , - � , � - - - - -0 ,�_-,D� 9,1I wiz- - � __ ­ I � ,�, , � , " I—., r.1 _ t - � i, L Nj .Fd`4 - FF-',-, C�, ff CSF, - ,jn __,__L�__ __ - m _. r . g . �)"[F FdqdF ?""it � - pl-Wvdil lid"NIFLIF _ ." ,,, , ____ . , - _ - j , ll��', . � - � - 3 ,8m dw L_ SA54 ;� �dl - w , <, ,,, Neo , � .... ` � ; � 1 0 !, Ft 'T'lT p did, doc ? - � 16Z � � ,� - I �� A"'d,l : 4­1 1. � - I ,� `�,` PID (IN � - � * ,FAn, Px1n, 0 To III A-,�TFZMIT AZ w" 'F c 'T �< , ' I 9 t I E - I OP ��'*, VAJIF. 'I'MM � FOR SERIES I , - L i . 5-_Z" �� ��E� - , sd,!mond k, � di .dd, l, __ I IF&Ak. LCYATI W_ T �,4]Tdddlldtit TO PE Tl"Ldl�Fdt dfTitnol � ,� , , a" I'll , , I T'�PICAL T ii'O R. �5�QR � Fg� ^� k­W,1_1 9, drITIFF-tld'u, / I � .AT, OFFIr r TV r-wt;mt ,lod'i 411�11� _ -� . . .. .. - - � � I - �, � !� FAk�� ATZ I `ll.�. : E I v , :�--,7-c " " � __ _J�.�a4k Q _-EPR 1K �_ � 1 5 ,I , , F ,I- I- ­�t . , � i �� 4" ,_ _� I . _F_ ­_qK - F � i � 25" I I �:,, I , F, 0,:��- -,--,- .1:1F El -Z.-Ho-aA-T.Q.9-NI ±MtEl F os i g1w TE �mep �m BE - lFl - p ,� �, ­ �w P�!;� � E=Z,,_ 0_ L�IQI "VicLaMUN - ____ ` ­ __ � ­1 I� �___ ___ F , Hldwdcp� � � � - . 1 Mid"ll, di � I' �__ ------- --- ' TOFFI- Wl - �, , � __ - : I i , ; 11 0 d � � it '11�L id � J-11L: "' "I'l dd�, _v p� dt," �Fidl -)�­ 4- l ,� ,'- I tj I , : i & I zy I I : I i I T,r,, .�- I.r -1 - . I � � I � d I I J ! . L -- "L­ ,Fz,� - -_ ­__ -_ � ­lF , � ­�­�_,_;:::::7 _­ j,5-.,- - F it �� 1 . � - � 1� - , ,; , . , �q, . - 7 - � � - - - ll � - ,,, F � -1 �, � 1, � , ,� � , z l � , � '%,� - , - ,2__., - - �lz­_ ­'r - , - 3�� N , , - - H 1� : �� r- ----- — 1 �­lZ--7'l,, r- , �n_ - - - F I _F� ­ � - , �=`"� ...... �" , ­ ,F I _ � �, , ---.= FIT, _ - . I ISO .3LQ__YVff_.QML..A -� ad [ � " � , -.2. , - -4 __ ; Y - ��TFFF 2 � ­­v I 1. t � E �F I - � � : . I, I E ri �, ..11 . - � *,L�. ��) q) �_� ` = ,3NDS OF, WITI . - -I �­ ­�,­ _ __ PFGFFIF U i�o*kre a 1, E_ i I " 1W I : I 11 , ". I J�TWFF'l ITYATOP, , I 2 I i rND Lffl W,F dicilifti - G I - I ,, IL I - EaTlow 26P . I i I I , � I , I IF i ISEQ11- t-Ol V11 PWIU) , �� 7 - I I , F � � ­­. _. . r ­ � ­ ­ .__ , - '75 � � - I � - � � q : _ --- - - � � _,=_=__�=!i�n__l ___L_ _� � � WAZ 31- jm , , � 41010 I imALE 3/5r - �- I 1 I - �. Ll . I Iii,15tt", . F �- ;TjU qdtorg��Iddr,'x - � � � I '_� � Z tl� 15r�-- A&��L �­d� _Fltln�!'_'�7 F' "jq�RFJ' FF _7,,,w-___ J ,I!lP,,,d . 5, md�FT­ - � [)Q'Z�ii� - ___ - - - x;lT Tl T �ld� & PAI W�� `L�_� _�_ 15' j FiNC � I � arElc,l� id1d �%djl,liil* "d1g., L ­ L ­�. K-0 _ Sjr5__LF q�_ � . , . _ kj� F,ld All �_ F, z 1_,F�l � Ll ' " 907"OU W -NI - 1 4 ), - � - - � __ . IL - , I - � M'Ev�� Up 1-1 79D �:�:;; FTW, pl,"do. - F :I il"'It AAA`F: y4 � . !�,.TF� fo � - 'i ij,dij drTkA,$ a dTd`4TjdrrT1dd'dI: i I lFdPW 2 ,,T�1*1_`�Vi!AP ;W�lll - � F�o _-� - F, � (�) 'IEE ( . .. E) emill't I Ili"" �',) 2CX5L%'RRA4ALWn,,_ANi'1E I '2i Firli 1, l 7�lz �Xcrm r, ii 1RAl ol � � — ill,-Z F �ft� 1� �Z ­ ­ _ _ - � , 11.� I � d , - I ' __f __ ­__ . v - "" i , _,� �af� � 4W I � ,74 w RE FFddlFdqc1i.T` . �Ll E 5:�FCM PA4 IdS, �'�ttl Li � F� L WTTI Clr�E" U'l, �j, A � - - _-_ ,� I hijil ::Tip I/,# __2 � tl�_? , - - - A061-76 di ALUCIFT, I �3� T' END IlMlitS ARE NANULIK2-- 7� KNom 3k,4dl Flcl-,�-m -- ��­ '. �V�Fl� n- " L' 11 �t�Aes�;W* Arm TAFF f�2� l�_ - � - � 125� i - � , DiVididildi ir `W-E f" ALIFtiAl 0 . - -, ,W6-M, 1, " , , I't Tl *I 7/8'_ � �-, VNI At, E �! � " � Fill -r- � , FOEML�T_lk , __ INM TWKI diPititim rk Ill- � ck'ils� - - l�­.Pd,dqdFT:F "T Et� Al F, , �T � ,� �� F,,,� ii C"TAS I PAT F�F,L,Fs Lmm us-_ - �_ W.- *i � - - F, - _._L1 ­ - L_ t - � 1 , � ATL�Idll,T �jldlff E'N,,r P �'­ - - - i - � . ��J­ Fl�kl , dl� - - em�l -,v- - lc, . i . � pj� w com�, - Fl, ­­ 1- 1`1 t - �� - � L r4AW�S OF 14D 7�� 'T, .dI i I_ K F"PidomAym AT Tro, v smo_ PAWL$ , . rl' N L,k� �, , , F�tr pwt� AP,K1 L,C,' COKlk��W' )TI -%YnOM 71IACId t'L,� T' ,_,T':�Z Ed�,]�, iZ- FM dt�`t;4,�A'1010l WI CN�� PdNELS Al�t� SCINC IN%TI14P P. ' L ­ . - , ' _P,J'�, jnd'Nl�d' , d irld F -, -f ,,,�F­F T , .1 0,, � � � - '' T"t, 'n 5.'Yrs-wo� shit 4, td� ll� L , - d ]:I qd' � , � -�,,�a "AfT �� TLA �� tL1 4 ,F t I I � I � __ .... � .. .... - __ - CjjF'r 'I � __ I UTINI: 'L malt� � Fd[�, i dill TE T:I III " Fi, ""I:r -'r,01? "*1`1 , IF-, F-fld:�_- ­m i4olz ") APA­ - � ,­� - a �;, " . -, Il i � i �___ ­ - ­ 4 Pddl�010-0111T T _;�IFNG Svpr,� " - - - ,ck", rc,K14FtIIIltl,F dT1 !1_v,*Flz L � w q.T.;, . ,-"'%FIFl io�'T�FT 11K4TcYFpt! !'AjL - I;"_, ­_ , - - -, `S� I Tc WT�� ­� �� C-COR AT Ki i � ,s l,:FLP0 l �� L - i � UZr Fl ­_" Sn S-VIV4Vk W Y-1j,NIT, - - I �� I 1 gjI I RE 11 � =, � �E.-7,tl, 1, ! A a _­ -�2<�, R� 14-f m,": F; �_�,-UlLl_Z DIFIL :Iq�l', - - �I�1�1l��P;,�! �-,;F ,��S� [� , , ­ r - � - , � 5 W, - i -, CASTT� TON T�--_, C,,,L INU"FIXOR ININE1 k"'Itit . F . 6 , � I ,,�� '�­11T­,NPI. � " � , !1 I I I - � T , 7547' 1 � 1 � 06V I'll N11 T ,,,,odcms.,.� -!�- _",,,ddoti��[ � ", .. FF l9ll��tl T_ V_ � " OFF, -IFEANT5 d till': � ':li, dif liddli I o __ A - F , Flliwo _ W,4" I A vi s ll � tF � -� , , 11 - K IF PP, ,,, r�,54F I � LPI �-Luo ;% - - & =f4� �V� F" 4,10'4't- PATdit I dddtv�r I . - " I I I e � � i ,,X, F OLLt 1! - ll� ovtw�I_Aps R_­F�Aict F� q) � , � 11 � I ,� 1. ��_ � L, __ ' i �� , i � '!111 � i '_ , - , �', E N " I tl� L , , � , � � : . ] ;T: l 0011, 4ds I 6? �, = a �� `1_r F,Tl�,, E I I 1: itiXTRIVA 91, � XANG; ­,wkt, velocIly murriddo'llo Ll� - . - . z FLORIDA BUtLUNG Coot (IFFgh All Rur'Fil Z.Ttt 9 ,,I i �__ � -_ ­ I - --��--,.,���-�.-,�o-'��-�.,��,�,��,����,�,��,.�.��,,� _00%_��: _..�___ I _ ki . ..... _-­ = -- - ----- ­= - I 11 . ... 11 j * : IF , -'T, �'! � ,�L � . , or , I 11 1-1ilw, ."�_ V. I-- I . � .11)" � ­ - , , � �, - i �_ tk­ ,� � 1, I , , � ____7___, I � I , , __ , I , , i I j�,T1111'' - ' Z .:s% di anill �� j NUT T I ii F -� I Cc "LF4. i - il R VJP : 7 4 � 4 A�A,k �:OFPIAUQI �",' F Swu PANEL 1 , 1 4" NP.,___j , k . IATT� OF r`Nd- S � � 2a 0.413t GAVAI STEEL 5,1099 PANEL I 91 �� - - - Z�� � t ZA4*,� ff,� I - I ____________ .- - __.__;W_;_ � ­ "­__1_!­11­­ A , -- , L I t =. ,, �� A ::, , 4 'k ]i r. I nl ... . I L' ­ � 1. I—_ _ - ­ _. - - -.--....I ­ � I ­­­­... . �­, r­­­_­ .... ­ __. = � ,":: � ,v � d - - I ,� I , � � 041% t "pod '.. --�- -'4 " '"' r oyj*,F� 1 � 1, - - � ,,, ;�, - . lmqt�,OW, , md 11 4 ��, 1�,, - , q " , , , ", I I .. — _F_ � § T ,!"'FMIl � , , LONAL PROTEcTIoN PRoDucES, Lml � � _:�: � �dl ��il� � I . ,% � , I UR� � � �_ � � , - Z�;�I -_� �,- iddig_ , . ­ ­ IG � - � '. � GLORAL PROTECTION PRODU t1r-E , I � 4 . - - �, (Zli .37x3aKU.LiAdLQW.AWU 1) =Lrga NA Rl�l 1�d " FILTicall"lic I - f . ,­ OW j _1144� �,�Z,, �L I ��, �.. 'IdlZildicr I � I - . , i � - �� , I l� 11 - �T � - " _� �­ � - trl� , - - --.dlldFr,- I 1 F zl '_ ,7-- � f - E - I . , CiT I - __ - . � l� ­ -e l-z - " - , __ - , lm� � I �&­ E ­ . - �e L' - � - 10 - �_ � i T. � , - I � , ill ­�� - --- __ mcll=�� : - I - . �� = �, 4m A� �& ­ , iT gild t t I - I __ ,Y -1 ITH 1 ­� -_ ­ 1, . . . � __ � �_ I � 6F,6345 Alum, Ad.d'i"TIT IFF, � � r�Z��i'l���"���!�l'�%l�':::Tl��.?t:�"l�"L'i.�L � --,�-�--,�"--I'�-.11��.--.-.---�-, ­­ i­­_-11F ­'�I'� ­', � I I � ..... .- � 1 . ; 044. 'adliz �w fwxmg moda, -Fr,iwzw, di , - 11 1� �-,Xlx, :Tordtl el. dd,F,l,lFTA,v, I �211 176 ' lt�.3_ �.W t I I I �j I I � ..�k, td� � ('�� ��� �j , 11 �,�U IL J�, _" ­ __TF $L.4LQ PA� "" "' !jy 'i T' III ',,'% 11 � ('I IF: )"Te'll" ­­` I-r-l"'"'N ,"4­—JE_�'—iJ1E­5 �L��'F­­ ,_ _— rl­t�ld­_ _$IENE � � , --i—­1 ...., ­1_11— � �. 'dLdkT d, F, L'�_�'[.(�) r��r'�'�`,,TtNGF 'P�R,E' Q t �; r L � - - rr J:L'�­'_ _F515 C T, 4 __)Rj,0NQRET[ BLOrCK TR'LlQ- ,� ­ ­ , ,L 3 � 1 � : :­,­� ­ �r: - I , -.�,,, - I I ,� ,1�l ­�cFF,3f,z 'T F_ Tr' ,, p - 2 �_ � F . I , , �, I I i:,,, 1, F : ­­_�_ , l.�11�­ -. � - I :.�, �: tA 11, FT, : i , F � I I �_ , I - �lTIF��'�, Fll,�' W� , I, 'I I : : -1- �fl � - -- 5� . . I tL - - - - -I-- - . : �i T� --- - -- - - - 1, � - I � d­_ _FI ­ .� - - ____ I � �ln� - __ - , __ - I, : � 4 T! . � : 1; 4, I� I _�, , FF �: 2 1 � Fr F �� i� T 1� I �� FT I d �, I - I � ''I � 11-1.1 ", d�, ­­ � .­­­ � �� � ,r -, - - lildl i I i , - , : I , - 'l-,­ � , , ,,, 71­­�­ 11 , I Ir I ,,.,l - � I __ � , ,F F I : - - - 1 3-- � ,ti , - id - � I r � : �_, , , jI - L � I F � , � � � %; - , . I r 7 �, �111­ � , , i- - ­ : _ . I �� �, - , . t - __ - - I � �: i, � � F � � I L - L I : - - I I I 1 ",If I I �, Ilt, I I r . I L ! I r � � � I � � F I , I 1� - r I , :,� I � � - t- iI- . - - I I . k i � I "'. I ��Il_� � . div 2 - v � w­ , , � 4� i ,7r, I I � - - " l - � i L l� , , - �! , � F, � 2a W9 MdUld'AINCTIM STQL SIORM ROWL I -_ 7 affiRaft w -'-,,,. - . ­­ � ­.- - _ _ - _ t - __ ___ --- L ­_ l. 7 ,, ­',­­ ­'� 1­l­d_­ IF �GL DUAL PROTECTION PRDWUMS, UZ, . 11 ;J L if C C 0 Fur I AFlW �� - ,li I = ­ ­ j��, �,R­lt d., F-Fl_r,,�.�F­ I , , , "I F, ill, I, , -l- �­% lIT-l' __ - M. E , I FF,, �P*l� � ­d.­:��­ - 4�,F-d�,ddl 20-176 Zl, TF,l: ,:,1 , ill, �r .. . . 11 kill I F1 , � ; ,� , lltl�d �It ,I, � �� "IF �L` r­9 " �� 11 I 1. � - .-W ­­,�' ­­ MIN" R. " . , ` - ... 7 , I , � I � 7�sL:��,� L.'G 7'= .'-j ZII ITI ff 4 r � - '" r ". __ ___ , I � � ­­dl_r6. __ 1 4� t�4 . . .... � .... _ I I .. '. .1!�i . ,­_ -1- - - - -1-0 w � ��' w � c__ I cn -0 _Fz > I , �� , w I �= -F-11 0 (D 0 -4--i -a " a) " 0- i I 0 a) 0- i r " = co 1-0 a- . . &.4, 0 1, a) ,-4- U) W :t--! = a) =3 -0 � I cz L) -(z U) = 0 ,_0 -0 - = _a 0 " CL = -2 a) 3: = c ., C) — LL — m 0 -1--, co %+- 0 m > .cn -0 'E 2 cn a) U, L_ a) _,-, 0_ c__ M : 12 .+M- c- �- -0 .= U) < t 4 z z LU mi WILMA= �-�-"!;",:-,, :� � �� _1:1i,litlid ��h�:!Od� ,1�tn,'F�,C,­ 1­�!�:, LLIM � I � I E-Z III STDPid e I- ­1 ,FF ,ld IF d I'dilij!"F , � :� I 'F, . 1�­ L - d, lF ! � I L .1 _ � L � A- I - v "PTIPI Mj­ z � 7 �L 12 !I � , - ­ � . I: � - :"ll I ,�;�Fl! - - - 1, :, i : ,� rr'l F� 1,f � l jlIXF MTAL� ,, dr "m MWOVT I � I - I- � I . L - I F �:,;:Ivltt: W'.r.ERW,NCI5 Wil a-_ r; �i: : :: I ,��,i I I it � IF . , I I,; :, ::: 1, 4:1 It I F 1 1 I � , '­ , l - F � � IIiiFtLk WIND IDA, �� ', L ' l' I 1 :d! : * : 1:: , ': I N I , 11, , :I :,I' l" ,li,��,r .1 11: �L ,", _. � 1� : 1: -, �! �1- F I�L - : 1� IF: � , " ` L I L J�__ N�1­clks ��NA:_ if, 1, , �I- i- - __ : -, I � , � _­�­­ : 2 vdvd� A WIND "Fu, F�� ;l , d I I , 1 Ill Lj �: I �: :11.. � i - L i ::! F � F:F � I FYI,: I �,�,� I )L � "IF 1: T: Ft I � 7 az�l, F,-: - ,I 1 o �l, r '':F%F, ,,�­-,1_ � - cl� Pd�],R A 1RECI` , - :t,�,�, ���.FjLl�, [��F: ll" - - F I iCiTldd, 7 1 I F l; I .. .. 1,1 I � It, I ii:: ,I i! i t Fir qoll., fldl'�_ ' I _11: ,o L - - ' - ' - � T. I dd� , d , 1: r ' L I , L - - i i jl!t"`�L I, 11: F ,'­:� ­� � � t1i �j A .� . "!_ �_ ,�,�_ _ . � IF, F, L Ull_�N PRC5,%]Pi�, �,' ,, I I !: IF 1 !: : ,� �;� u� I : I j� , ::F it, 2, ;j- i­ � 4 L ��ff 1 ,L�, r FFS K� .= , � F IN owl TO 4VT I __ F,:F, t r:1 1: I I : I d 11 �: 1:11:1, Ill ji � �,�,!, ,1I T.�tl�,`� F`�,���Fr,,t,�­, ._l� l, � :� � . - I I I , I - . I FIF F � 54ALL 6 - I MS11 ]k: , , F�: ��, IF , : : � � :t d � I I ,,�: T! F , � F,:, � :,FF I, � I i I I .': F F, �,F� , F� , " :, 1"O'l, I IFF IrF �,� L - , _"� r :� ' :r �': - - - -, __ - F � �` - Pdwu.� M Fic"Ttic ON n�E ��Ftdltitttii� 'YAL_ . , � � ) ' � - PIR �_ . , I � TL' Cl��'Mlr JIJE': : 4F7 jl�:IT :,� � �l�: :11 ,F , 6:l,;; i FF"-"�Fl idtit""" FI �,­ 1: 1: !_�� L� ; l � FTI C!"t q FOLt lj� 'Fl� F�,�­_­j ­ '­�.-�4� 'H �1'�.q "�t1`4T]df'L `�`dl � d I I I ­F­i� :�7 Fl F' r E ' ___� � tE r' �' �- � I �LVI _Ajt:_' 'I *4CqCWAdX N ORDI Tq�� l - " t 1 I I , �' I I,:F r:1FFI I l�, L'd ", 1,11, I , l L, I ��111!� ­ � ,, :� lFT , FTIL ­: r I -, I I I I ,:Q01 I'll �F: ,F'A i L 1%1 ;4LLOAlt."J� 4�:11� ' '. � F, I: �, ,­ r,3,F 4: �,_ , , � I Ild 1:� id �I:L � d :,:, I � ' , I , � di ::�� Q I:L � � -,qI,I- ,r,F�� � - .r L I m . - � w i,, , j T F! I , ji IF � �:,_:� :L� dL �i � : F _ j L� � : -F ­ ; , �, � , ' :� ,_ I T �TERMJI ;T"JIF , d ,�, I "l 1: � I - I F! I � I , � � I L - _ � 4f�cc;l�,,�,��:"L'�,��R��l�,�t);,�5,, AMP T,Tl�1J,`dCdd,1TF,114'$ F,d; `1qdT. ITINCHITTIFIS � Idd, 1,; � i I !I I I I'l � STORM TdA I r , F: ,,, I I : , odt�1.1,:: � ,, � ; ,�, '' L , F:, : I F 1: dt ill, 7 '�-�,:I�, it," j ,4: ,,,'I tith'! a, ,,, I�F:l,dut, " �� ll! i Tt, � il . T'HE ASOlir FFdTjdl I F!, , 1, I I :F I FiY 11 �i� , F: �r, ,�,,,, ,:,�-,',-­� dl: lillit q! � �,::,� � F ,:, I dl:l'� ::I il �, F,, - 1: 1 ' L L IF- �; !I FJP��N�1&�Jll �- 7�, -,. 14 sritulilid.lit Will WrRilf L I L 5F ill :11 �- .1 IN FtTdF I �F, _"� T`T.Rjr� IhIld 15rPjNd0N1LvS Cill :�, . IF , I I -� T`46­211�, AddiD TlIF: F!, �� -1 IT, ,,I,, 1: I did I 1 ,' I, "t dql:lil� F I ,� ,,,�cd,t"Ild:d " �q�l 1Idqljrj,F I'd idd dildl j q�04� N' 1K I TFICT ItTID 11 I Till)ITTICT1W d1t, PLON - ' ' ' Nr'�::l � T'111`1 `1! ll' 4` i't ' t 2 J�,JC `TFl1:l9d�:ljI] I , � -1. , ': i !::: i '',:I : :IL I F , � ill: I,! I � F_ ,,� I tr �d "",. :, ,1 ,, ,!r I , ,F,d,� � ,j. ,:�:� ,, ir �,tt,: I l,," L I . I � IRS11tif dit"cid, l I ::� I I : r, , IT I I , ­,,� ,."�, F , 'tFl, 'L �:F�, ,'I.Ij'p 1I I I 11 dl I I � �: �', I r � . I , ' , 1:: ::: I �! dt F,V l� - It � -N�1111JAI:ltFF FF+"5�-'1V'.,,q _� du SE'd, I ,; �Tol,llrllli tttli'llildiddiEW VI)nr:, dolit[ittiR RVI'll1i'll Tt ii(imliNitilovs , . , L' . I I � Ili TFIC tllt�ltlll'� I I : iF I ;,, Id! I lj�[!: F"T i:':�,.L � . 7 � "�l,,l I'l Lf: i Mi �'j III ddTT1jt,�Lt* FUK!, -�;F;�_, I � Lj�'�­ ,,.' �­,�7, "T'�IF"I"Idt' jF' 3"L��jTIN 1:0,''ITIL dtl" Fdql`Fd _ ­ LF It I I 'I t4',4d:dfll:Td '11:111DI!t, Tj,dT �: I I 1 � ' : ­� 1 1': ' ",r ; F. I'- ,F 1, Ill � � ,,:! ,_� I 'I I F d I:,!F,1F '': , F I I t I :�: � " A I I t t. FF�,I[F'J�r I.: �F . I it , � i PITRI11111:11"Tirlb TOF ,: "I � I I , % - , I I L': , . - `F�4 �� ,1:!I,Il IF � GdjLFlT1_T, 1'1,�, . _�,,�j I i !djl� ILIT��t!'ItIFILF11 IT ri'llS TRAT� � :� F�� e;'':d" I � . - I Ill It 11 i I _. i I 00111 jq ljoidITTE'di To tg� r1l"IFFI, ddTqd, IITIIIIITIJ%,�� 'AND lomi - , , ,I 11: F"17�,, , ', l ?�l'.4,jL "�' TI,FIjdI I ,I �di'jdd,15 T�I�ITJI tq�l I 1 � : I ,� F, � � ' � 1 � � I rL� � :, I ":, I I I'll �, ; I, 1: � TF,11' I IjlF'd,F,jF : '' I � F,,,9 i I'll F 1,11, L �� lvj�111 All I dittill I5 I ''I 1! : , � I . -1,F; I ,F,A� :,IF ''I - ,, � tl,�I � !:, Tit � , �,tli _rF.,, rTFdF,l!dFd�, -,,tfL% ",4�:Fl�s qi,r. T, - ,�! Itild: "'Ti:1.11 ilt"fl. It"611:l Ill � FlAirm RAM, 15 All Idtd�11ldjT)1k` �L ttl�' - r: '�l ' F4 � -Vr , � F1 4 ;: I I:",­'� j :IJ F� :11 : 11li 11, . � . - I I !:Ill :::I :, I : � ,:I: � � : Fll I I", Fl!lttd.FF:� .11�M,Cdl;F, K',FdF-.,4l,,ld.FFII IlPid ,, It'd I i KiCiditilitt Fit tiFF,;I,F 11:1 I ,' I ' I - �,"Tj�r F% - . � I : U, D'i ,� add sdics NOT pli L" L, �� T dF �tjdd '­IfAl,!� I , Fliti"It I stic MIFITI:41TIFFITIS i1rip"ItTE F-RcIpl', TRE P,C�D I I . - - til diddit pi,vi"FFITAX & :: '1: F L , I _ � :� L�,_.l� � 1, -It: I I IFFII .: J �' L - '! I 'I r':'�, ld� ,:12dt'I,,,,'r,p 'I'd ,__l� �Fl F:I:F�w,Fli II1I:d TiX :1d FIF "111101hou AK IIdlTdAtTA1[TFv4 INI _JVC SArUTY OF it diLit SilitU $dHLUT ., 1 , ,rF, I �Jldr, �,' -,, - � j ,, "At Cr , , , I � :7F`,:1 'i I I 11 il:; F � I :,Fll � "I'll), ,I :td: 1, F,F, "L� '11'r .: id, " r"L k I I �o_l �:1 L � _,_ I � " " ll ,:I , d q '�L,T F, � I I i [ pljFd:�.'I�1�:: I I I! ,, ,:! I I, llldd!,L!�, NOT �FlidljdhtiL r,FW. .1i l�d1Ljdi$d4FjT�j,dq W/r ,. % F! ,-, , � ,, ;�i, , , �� ; 111,1� "�,�F,,�,T t:rl, , 1: I, I , "Id:1, r,: I I I F T, I _dThF FALd:,Mw,F: IT I �Tl � FUhmiald,rIP't ,,r"FE OCIAILZO CIN .: 02 1: IlL I� �: Id I 1I TO ', I tL �; i , - � ,;" 1 ,� ,,I , � 1: lifl; i YJ 11F dlFj! %IFIFF �1' ' 1,:,:l, r ".'. - � F � 1 FF t IF '!' �� "" ""T'�d"T' � I it'll I FFI,:jI L`F '� id 1,!! ! I �i � . . [ I .'FL'F�j, L I _L , ". . I I _t I dil Ittl I IF F 1. ,:,:,It l, I d I F :1 I t IT TlTTPAI dill ^ I idFFtIjP yj F'o k, ''�:r � , 7!: _ , I I , � ,I! I r 1 J''L, I � I I 'IF :1 IF, I , F,,:"L:" � i '� F�,,,r: �, r,,� 'Ld"-- �,�djjd­,, F d, I , _!, � , . � IT d �I � I F 'ErT0! � l, F, I d !, it � T,: F:,,, IT I i:1 T r � I 0 r I l IT: r d I F" IF I IF , ddidilol ocal Vvi 11, !I V I td'Allldcll� r, �IR Aw, d ,,:I I zt! "min, WILL I i I - m ,_ - : 11: 7�1 1 ttl � Ill 1 i� i T i r'dR I"ri TITF: IF -rdjr� WI-Itil IF"T.I. K A�SWWSF�Ildp_ Pok TRE VdTtl F �1:1 91I rl� I'D BE As , F - , I :it 1 I � 7 �­j �,tl ,I 1 1 , I I F I , � I 111d; _.�F,� F, F4 d 11 � _. Z,l r� �,tlltdd, jFL ,!l Fr�lll �T Cil,`_ �­ �IdFllfid,� I 1" ,I : . "I , , � x it Ar I - "Ill ',�,- I �Tll " Il �: "' p I 1:1 l I I t ` F` I' 1 Tit 1: dil 1 :1 r rFdl� r klt I F ":' 1� I TEA iiLCOO EIT 041I dd`TT ` .'A TO T Hr PZ b �,NGIIIIMIF4 wwLI, L? 11 di TldI1L:F1'F'n 70 W)' F­ L . �` F` l'! 11 tFYIppm, Tn t I,jj�r , � i'T , : T 70-1XIIETIll F ,IF�l, I 11 W, I t A I 1: I IF 11 I:� Fill idtld�lllld', Dp,dIY1I1dIhd!;, FqR P,I�vk,* I ; , lig 1: 'itj: "�_'E '�jLltd, :1 it["T: T, I i III Ljk,d',F,,,o. ,I I � I !IT 'I'l- `!'1JF bil�!NA_�IdETIF DIF TIRE PT?Oli�VORAL OV�' I ­ . 4/4*0 "Ape I A 'Cr '�F � ' I '� I r" ' l:Lf, th I :' ly ,III It Tdi:F Il! i,lld� � �,� Fi:�: :, � � , ,j, � 1: �� 1"Hlli PITEI�14 it K F I ; � 14, # X �d,,� 1� F� , , �': ,;: t�, lt 1, F III: F: 1 !:I 1, P'l I tl:Y� � : L � ,I! I I'm, � .17-1 � I � I z ', ,',,r. : � f. � IT, �: 1-114 IT 1:1,11" I -:1.11. , : - FF F 1�d 'Fd_�F "L­lLj �'�L I,Q11till"Id I)IN T1 ill QFT Tl'Wi �mkjt�m A" L" , ­ F I .1 if j 4.L 10 'N' 'Ll' +' "­ . :, F � di �" OF, I 1:�! lj� tl�, FIT, I dITTIFFI, 7,­Zri . . L _Af �ooqm Pmp IN . _it L�,, -�, 1,�,il��Itj­ I � , I - F.",­- Y'd " - j I' _LLFTFTF�% El I *Vl� OM", V+r Vt�'L Wl4ftll, _R� PI.Al Haft MRY OFETFITNi�_ ; ._ _ ,'_, ­�,tj, 11:1 i (C-3UO : : - _. .- ­ - . Tdc­Fd�� - � F � � ", t F."l; , 1, L"t FL A _: 1_"�' : ., � � - ,I - - � 1, T DA &!� � M 'v F�Zlt � 'tjl�� _'d ,�,,F�FFFIL:r l jLLL�%Fd L�F�j�� � - ltr ,Ld dt, ,_ f, ,_.,, I d . __ ! ��F_ i I , � � �',, ,''I�, F ; ',, Fi, I,,! I F,o, [,,. k I ) wd f ,F� �, ��:,: ' h­ - , � 41 IF APR 0 8 2023 PIP 'l � , 1 411d, I i't:1 ll'�:, �IdL t'!::Fj; _�­, _M,q � �` � L" F, !�, � , I � Fill Mi I ,�, �_' ' I 1:� � '' I ' ''! � t' " 'T� IFIFFt" I LL ��:F_LL ,' " " L" " �'� _` CF ,Gill d'�:L it ",7t' F L 1111IF11111:1IIII Fl4l, 1 L � TF,F , AT� IF , I � I Il I I 11 IF, �,l F 1 ,:: d-T , F I 11 � ,: 4�/4" 1, �� ', ': ' '' F lF � 1�.:,F F��F�, � FdId, : "c"I.-L" 1-1,1W r:1 :­­ ,F­��i ,21ii,td, ,, ,. T,� � ,: di I �:,T . . 11 , % NIT, , ,r " ; , � ,,l'1""'F"d1'FFI,, % i : �,IF i: %, 1 4 Fit Ird: i tF:'ll � T` ,' , � I "A A 1�%l �`,id,, , P'lli- � dild ,I [�,l:__�INF� "'Fl! FIF , Ir A �i) IFT 4'.tc, i I 1�" . F �' r)�, z, '�d�: � �' �" "� d,d�vl ICI� lilLld 1 I �j � T I Ft 1001� " '�E ,""I �:: F 11 t;I;F� �Id il i, 11 it I I I T I'll, I " ` ': 1 1 : 11"I" : 7�"Wl' It! " ;'In ': A, , JI "&2"d dIFT X, ,::1W F, 1 I � � , tj 11, 11 I!! :F 'L i,dd,` - T;TdT1i t"ll ",s� �-, . I � � � " " i � � l� 1� 4� (?� 1p, riltll,4! L'� , f� il ,:, � � ' I , �! TIP Ni" d�,! I I � I � � � L 4: � I � 'Virtual Re - III � * � �, I � d , dl�l L � ,'L 11 ,I ,:�,. ��, , r I ,­­�� 1:�., t � - � rimirior SUILD1,10 UVJK�. 01114L�ltlll 11111 ow Assist, In . � I L L - - - � — __ � 1+111,01COne �� ­ "I , LJF'�� �, : �� ' L I 1 r. . �­��,­lm - -:!at!K��­­­­_ -,"'-----'-"�--''��"-.�--�---"��-,-�L� — It "` - t , � �, I L -L, ", � , : I L 11� L __ _, L: " � �, � :. ,�: 1 � �- -� -L :;� ,, - ­ I 1 IF � 2' �, F � - - � ­­ � !I - __ - I J''I 1 dl�, : , ��3 L 1 � I - - , �� , :: I : I I � - d� "'�" ��Z � , , _ L , - � f:FFY i E 11 '�IlU aA3'khW'_�,' ��R j-URM PAREL . 411, I IF, ris Review co � T 1, 'L­4 L � l- - l l, IN! 1 �L�.'� 2, FI,Cti I I dI �': 1, � I i ,� - - � � Y Fil . pileted and appr)pved -, __ � I . I ,� '5�� � - ;wc- P5141 Fill � T�,, � - : , � . 1�� �--,,­` �,`! -- --,----; �--- ­ - -- - - ­ I -------- _. ._.­.__ .-.. ­.. ­­­­­ ­ L F "f, � � � �� -ll, -_ -r-el-1- 1___1 ,- 11 , __ i L i I � � � - 1-11- 111p lance with he 2020 FBC 74 Editi n :I - ; - GLOP"ILL PkOl I, MUMICTSI, LLCJ , - - 1: mi I Am I -- - 1__� - , � 4�ddx � �- � WW ' Y Debra A 2 Klahr PX2300 , 1 j-a.- - __ �- �­, i 11L if C 0 t., ' . __ I � - . - - ,F J - l� T _fr�;i7,Z � ��qd I'll l �j I. l_��_._T , 1, p W­ m, �n � . I � . I . - - i .10- I 76 ,I I �_,� fll,'�LFT,ltl I�I,� p 5 , Is, 0". 1.11, -I 1 . ,I. 1, I'd, �; , l, Fv-1 , 1 I IF � 4 1 , i - A I'll I �_ �� I I vill 1 ,,, "'I'l-F' 'll li� ­­ ­_­ J�R:L�­_ ]� ! - t ­ ­ � - ­ ____ , �� -r-__-, . - - - ­­ I , 11 ..d 211- __�-T� �, ��':'.�� , :--­ �1- � �- l:- -� - R �I,� � - �� - " ,� I l : ��" 'L_L ,_��,:�2,d_ �!F'tt��-___t_L_ � - , . . 1. Fc� - . "L, 5- - - ­_ - i MM - � � = I . � L � I . - � � � � - TE J�­,­T�- — q` � - " ` ` ` i H f S 11,&E,", Li Til - j 14 ..��,�,�---,,-'��''.�,!��,��,�j�,E�--ti�,-�l,,-I,--���'41- �,_,Bl _ - �__ - I K.`3 ,Mi,f .9 �N_D_ il-AD'O AF-72,­A TOPIA6 P!QU�'_?�' (F R JKC'[9�'. etlQ,1,','.EIl, ;"QtLQ'F "By � � Qj � 'eLkNJZA,��Sj,�A-'� L ­ I'llid.. llll�� RETE . d, , . 4ld ­ 0 , co.Vill � 1w— - ___ - - L , : I 1 . I , - �; � Fq� I - li -- _- I - F-I dlr� �f --- - T4 Fvdl­ - . ___ � I � ': , - �': —:d 1: I ,� -F i - .1 1: I � F­ �i 1 F � �­_ �_A Fit - ­1 - I L - _1� � L f f­,­ I I � - , 71 - �` I' d: , ,IF 'L � 7� lz, I - _F, r , � 11, F� : T�� ,� ' , � 1�14d,ddld F"­:�dl F -g ,_�" , z-, ,fj , _ L ! I �_ � dF IF 11; T'Fl I ­ I � , � - I � ,'L , � -­ - , - � - I - __ F� I ­ � ll,ldq� - - F - ___ � �­ - I . v ;4 - � � �_ -I--, , : :� ' I L j��, .' _ � � d� F r --- I - L - ._ - �Ij - � � r I �,_ I �11_ �­ ­ ­rl�'rl��­ '2�1, Lll­� - _ i - _ :L , �, �T- - : A,- �_N, 1 - I , �5 r F It, I 1 Tr ,FF� - 7.- __ - , I , - I � �, Td�d I - 44 , 4:­ I , , i I - � _ 19 I I : I e, � ­F _ ­ �L - F F F,F� ? I - v i , , ,� ", 1� , � I I l�' 'L I - 1. . Fp I " , - , -I F irl� r�­­ . ,� j L I I f I I I - "I � -l" � : , �'; �� :1 K � , � , " � I d d 1� . , � �i F: � , l­ � % ,6 1 f, I .,��, .. F , I � - F , - i L, I ,,F - - rL I � 1�,Fd n T. I I I � - : _�=� L.� " d' 1! r - __ __ I � I - , I � i L __ I I " � 11 I � - - , . , 1 !I F I . l � I -,- � � --- � � F_ ­_ - , �_ � � I ­�� - I : � I, - T_ L - I F U;� --- __ - 'l 7 ­ ­ � ' I � ,�, � � J, ,I � I � 1. � - I - - - - _ , ��i ! : __ : �­ I ����FFI'T �1'1 L r - x I � � � - --- , � j 11l - ) . I ,:' -_- r ", I � ,rr ; , - Z�i 5� F ,FFF � � 44+ � , - : __­_,.jL, , I ­1111, . T : i i i : ! � I 1-1 I ___ I � - - � 2 I .... ! F I � _ __ - __ __ L ­ L - . .1 I IF,,, ;­ it , d ,:� : : r '. ­ ------ 5 : � c. , - I I I � � I L� - I - - L - I : : I , F � __ - - ____ � __ _ � I I . � I I j- 1 � I � 1: I - � : ; I � I __ � -; _­ F . ­­­ , � ­_1.1 I ­ � _11-­r.- �n : � � r i T i I I -1 � �,! I I � , T� F i 11 � I ,I I I I I � "! � I 1 ­7 - - � ll I �_ � I: IF" ll,­ I I I � �� I I - - ; - - -----I - . il '_ - __ � � _� - I . I : i i I d i � : ,'it I didlit dOmptlild: :� �,:d . � 4 1 ,,F �: , :,, . ,: i . ��' " -, ," ', 1, ;� �- I lll�, 1: I F F, ; , :i7_-_c " � I "�, �: � �� ; � - � -:1 e ,"� it T� ill Oqd�l ld�l � I � -,!C-- � 11 IF 7T� w , , � 't "" , �, � r �,! I, I , F,, I : .. ,l I I I J ­FF;�� � �� � j - ! F � - i r � ,� , �, - zt�j, - , , � -, - ,z--' � 1: 1 d !�F r r " � - t5d .�, , :��r�i dE , ,i I � 1- -t�,­ct;tl,,�F, �0 i i "�il I W PTA" F 1 llhil ­F " 1, Ill r dF,�-_�- � F� " � � i !:�, -d! dd N I j,dlf�-F IttlIld" - , � 1 ,, I - � �� � � , _,,�, ; lz�� �1� 0 , 1 it " � 1� �,- � : � � I L I � I � � , I Fl�, I I �,�_ : �, "I , ", � .... Z � � 11 � , � - I FdtL FF � ',�F�, I 1� 11 I I � I I � I - � z - � Ing, �. I � � �, Avl: F , � � � , I - _---. . . � 1�:� � '_ __ � . "', 2, � � . , I : l - � l L r I r � .4 E tp� � _. � I I I - � I ­ , t - � I -� � - 2,� � F I � I � : _: ,It � , I I I - ___ � __ __ -1 - . ,1� : - - . �, I - S, .. - "I .1 - ­ -11 � . _ . - 1. ... , I : I , ! I . �; � � � L I 'I �� � , i I � � - - - _ , , _ ,F " - 1,, , " - -- r� , , , ­------- ­­ 1 T " , : 9 _­ ­1 I I i , A �� I F I, � � ��- � � it T . _. - - � I, � - � I --- - I I :: - I I I�� I L d � I 1 7-1 � �_ , , - �,�`!,,`-`,'�"�, - !FFI;,l: � I �3i LL �'. _. �a I.! � ,- �, .1 � I - K - , I � � I I � 1 � �, F ­.T ;! I T "I 1 -11 - I - � , 11 I I I � . � - - : - �ii I I T ,d� �T� . I I . - � I . I L '- ! I , ­,,­ - - ­lL ,' � ' I ,1 1� �; I, I F , - , ,F NF Z � I 2 1 1 1 - - i � _ I I , _Q5� - E[ L - '�j e L ' lt; , , , - � 1 p � I � ! : .-I..". � 'T ,f,L I � I I , � I , �� i , I 1 � I � !!, I F i I I I i 1� � I I - , ,� i _ , r, ; � I � ­5 , [ r d i 'I I - � I i I � I , I F I ,� _"f" �. ��_ �F: � 1� � � �, ,- : I - 1 1 I I I I, I I t I I—" T-NA, tddollj'�'rt: �, , � I I � i I I l� : 11-1. � I I 1 I i F, I F I :L [ � � _ ,: OFF � d, ,,_��' I 0q,dij I , -, - 1 I I I i � :: . 6 � 1. 0111*11101� �I ,�� I I Ii ;� _ td� _ � �, � I � � ��_"�, -, : I � _! ': , ... , , - l 1, '% 1 ! , tl.ddd��jdlddd, Tddt � i I l ��� : , � ! : 11 1 � � , Ill I i� � � � . - � , I ,- i Ell,,K� I - ,- , � � � I i I : ,�,,,�q, I I r I � i , �,t, I ; - , , _-�­­' -­­�,-,, ,I 7l­'� .11.11, _­_'______.��__�:,.�_"_ I � I I ; L � - `, 1, -1 I , . J - �,4-,`Z�, � , I d�- .".. . %:= �� !! � d %: �� .... � � Fid= ,� - I I I , -Al, It I Z� , 09 4i I d � ,� ,,, ­ , L , r � F 1W , !�,,, �Iq, � ` i � � - ,I � � �i*'Iv" �� I I r, dl 'I I i . ! ! 'r _ _ _ _ __ _ , l � - - ,,,, , , _ � I i -�� L I ; 1�1- ,,�I )­­ ", 11 � T, I , ll , ,�zA -Itl I 1!�� ,, 1 4 � I �I� : I I �: I I �11 "", :�:i,i l F T", d"d- F. I'll - 1,1 " [ 1 , � -dI L 31 ,�L, I , ��, l § I'L d�F K t 1.FlF'j, I , li "wild"" "', � ,1� , T I F, I � , � t I 11��"� v . : � F i I F, I - I il ... ld�, :! ill !, I: I it - � - - L � � I o - I .,,d,,- Wj­�­ � - -1 I 1 I" , i Fm�,�,ft 11, 11 1, � ll7%;A,1x1 , 4 - � �l 11 I T, lF, 1, " , I 1 I , � - I � _� I I , I 4, " I 11 Ill IF d:� .11 �_ - � AT �,, ,1 , 11, I` , t I idd: F, 1, � � ,,Nt�) , , T, tild", Mh� ,�,: �,,dtt I'd I , 11 �� I ,I :T. ,,, I - � � I 211 �­', .1 'T 111�A � �dd , ill - AM ', � , ,�T_ F,:: �!�t ,: ,�TTU j, �L! _41� i 4�W .1 Oco-, ,IF, F" ll", Fit!, , , Ill .. . .. 11 YIO,� Jit, Al ,All��!,O,�I�� L ��!�,�!,�1, S ,�,,TCT jI, 1 � I! I i � , , $ � d". � I. Q �,� � I , ,d� I � ; I : , . I d; C' F),d � ` Q_'I ,T�,Zl,ft _JAU0,J,4iA1U11,Z, . TNUI, �31 1 10111,11=91L 1- IWIT H111111111" IREIL � h: I ''! L ., .1 - - , � 1­1 L I IIL ­ IILL �, . ­ - I � .. ­11 I d _C Ril "I � T I lid'PTRAi ,jil ,L , F , , F : ,, �1� I H: : , , �, 11:� , I � lit:: 'i �U­p, , � I � 'I ` ''r4l, lj'�Z� � F, iddl,"'I �dlll l F , [I I I �., - ­ � _F_ .- ; 2 "L:1 ,���" NI!I`�`�,,, �'� I � I "� � 1, F� I d -ii I �� I -� Noij� � 1 d ,,L�, I F'jl','� , ­:­ ; d i"Il I I "'W,­,�` �� j�ld%, - 1, �- -� Ill �� (� '. �,, �� � 1 . - I 11 1: IF I I ,!� : F: : � F ,�,� F: � I, ;,: , , , , Fp �! 'I ; � l :F:l !:�� I'll 'l, d, ,11.1 FF, � " ,� � - -�\- ., � ,� , � , � dt�l , � `�,, --� LI I . .1 . ': 1 �d,: 1 7 .� � F I .1 ,,, .-IN ­11111--l"-, I __ , - ld':I­,� I , !, � 1��%' I, 4,%, � , 111�,F'IT� ,�� _F � "'; -, a � 1, �'l I I �m, , - !1, L I " ,r"," , , , ­1­11 ­­ c :, ,� , 11 iL: tidIjI . �1, F� dt��:,,,F� T, .jdd �,�, � t L � I : : .� F ­� Lt � ...d. , , � � ;1 - , � , �'� : T�-c" i �,177 � � L 1 �F 1 11 , : 1 - � I I 1 -:F � - �_­ ,� �, F� � , I - � -A p"ViRMA wicAlidTF1 (4, . T � � L, - Ij r� " � 5 � _­ ­ ­­'k, - - -- ­ T­ ___­__ 'OlitI­ ­­1, , I—, ­'­,'', __ . . C � ,CX"Ut .. ... ­.­ ­­,�, ,,�,� . ...... . --l—­ ....... l. 1,11111-1.11 Jr, "l-I l2j., - . ­rQilXCl1,.T­ I IP TV V, , ".w �, I , 1, i ,� - � F:;Fli , i A ll- , .mm I - ___ TT ­1� I 11 . - I I 7 - _(� ,; : I : I ,� - p ; __11 T � - ; - F . Ill 9 � �r ,d..,id', VL.. p I ��., 6dddv;� ,�,,i 11 ww"Im, V Y,011 �qtlf 6 FORT UFTMUP K k � - � i Ti�, E i T, L, � . l § j L , �, l &M I q " F � gs �! ��, qzt I'TE, ��, qt �, , I �' IF 0 " �ii it I - I I I I � ��,74, I � lF ' I � 'L��'­, J- � __ I F .1 I K, � � 1; � m - - i�� 'I i'li" ,,�- r", l 'XrZ 1,: 1,1:1",; III T I FP, �7 , -­ - r - I ___ � i, , , F-.2 � �Xw CAM G001IONIN.r,i STEEL SfiAm POOL - � -_ , ", �"4` ,,, a dAAm a, � I— � 1, ___ ­11-F I , , - IL' ­ ­ � I _� 2 , r , 7 , __ _____ - .V 1 - !l t, - 7 F r ; L I � : �, � 5 - 4 '_F��' , �t 'F � ____ F� ­ __ - _.- . l - , -1 .- : � I ` _ ��F�11,!,_F­_ R,F , L �­­ -w- ' " I � . , dl,d`TIPAIF I � I I , � : � �� IIIFFF��l,,�!, E -1-1—F-1, �� G10114L FITOTECTICIN WIDUCTS, Ill F l ­ ' , . , A �r , I � ,,F , - TTF � i i, - I - E C 0 , PA, , ,L �I� � � �� - ' ;,I � I if Tfl, -1 � " - — � I 'L - �, 1, - � , , � �"­, 1T I .- .­... ­ _____ _ � ------ _ - I, _ , : 1 �_�� � - - ;il�il_IiF _t_,,�;,;Z�­ I fNi ll ',d��Ll,� � � �F�,, ,,,, F , ,;�,-� � r . � � � — I ­ � ldli j95�­­ Y,T, ��wal r''.1 - 176 - � ­ �­ L� 1 __ , __ __ _ I 7: ZiF- - � - ­ � -1 au-�Fi �, I �f 1 , F, � ,­ �Wll I d, F�-,67'9 �� __ -, 'i '-A __ 5 - #____ __t - ', r . I "L' I �I IF IF ll, ' L F" I I I � , , , .L_�_�Ili­� _�_ - ". I - - ­ - I I ' i T' E5� 1 - � = P, " - -1, I—— - - ­- - - ______ - � " - , - , , L � I ­ I .1 � � . . I ___­ � -.- � __ ­ � I. J_ ___ � I ­. -1 I - ­," , ". .F­ � �'�--L'�::��:���"Lj��-!'%,����k,�, ­,­­­f ldt�'_.11­4_z_�.___�_ 1 " 1- - ___ _______ ___ I yi � � " A , �, 01� _+_j � I 0 is m � = � c� I W ' L OF I � c co 0, m "� " IS a) (D c- cn m > 0 L_ CL 0_ < -4-I 0 :3 _0 0 L_ 0— (1) U) m W.J LU I :2 � < :z = < a- ] SHEET NO. � IS H 1,2 im"Mid . . . . taimiLl MD , I ­L­­­ ­­-� W&REMOK JAAMMUM EAHELUMME21LA MA = kw( A42JI.-MMUSLUM-SAT _(&m �,��,�A�mloll�,��.l��,��.�W�Lw�9l�,!WINI,LAA&"�.,AKtM : � FHw'3 " Al 1: IQ$ - _12%V_2QQQ_ "-,,Am_.%QRK2A=.dL.vA1Tu M&QhfIUU._EQf[ 6,M"IQN.5.,,KQ-Zft'AL"IL��k-gQ=&U-JLQM-SMQOUP,i�;AA I 4 0� l. VVILA, !AVAMAM � lAITA ��_w �l�,���i���,.!I,r,',,�[W&�a,��l,�1,101'1" AJ11_f_'1` -i" " E,�ljjf�jf4�.,AA­ AAL IFT.'Ill, �: "Al ���,,��'L�',�MJ�d�T,K�T&5,,,iN�IL,�,�t�IR albW��i, _1ffV,Ki.LJ'­sW lc__­�A L__ - � __.,___1 i - i -ELil tV � ----,��,,�",����ll,�,,�-,�-��--��ll- �.­__' : _ws otil 1 . � q-, - "."��,�.,5.--"----.-I-.--,��-"�----.�-.,- 7 _­­­ __ AN31MAN tl , LAW Fill�m Nt - ` " AN", ALLAH'it" � : _ZAZ�W_00,_�7"A ii � _�, � ­­­ __­��11115 j AVIR1,1ICIAILA III � .� iEv�I, C= ________.,_­­­ ­­______­_ � I � ___ - A, : , - �__.____ , "'"' I V ��!�� I ; _,;i, t. wNt"A - - olocool, � -�w,4�� a P406IOAM r, pl[ Ali I , � A,NjA_. ml 1 I 4%,mv 1 I'Vill,nAhl- "! , "I �_ I I 1­_­'_1 '140lans 0 'k I - , 4, I- - .... .. ____1 A � - ,VVAVAl` i , - I - 1 -1 11 I,- -,---,-- I - I I,al fl, F�,, Ill ll�_A.Z,Iwl , ' ' 'l L - _� ___ .-I. � I I OR IM [ .2 91,11 if I I , , 2. ". �'W, - I I - __11- ­-.1-r7l tzwft I � �' Illi "att ,_--­.._"qf_,5_ 3u, Air Nq m III _- INKTO � � -W A, 3-W LiLo 110 czliwl , ALA2 , L�, , ,� I m M�.l ,i i , "A �: � � 1 7 1 1 k 6 i 11-1 � -.-- - __.. - � ____ i I . �.IlZQV�_­_­­,­ I ­_,"i __ _____f_111____._ t- � 12' 1 to 4, IC 1 IVA , T I '" , " 2 , _�_ - r '.3-- 1� 404. -'s 1 ? ur i - I .1 L, 1 �l, 1 L,�A l � UR LM ll - i A, ,t c at, i I I � i V, tl ; , %�p l ! _7161 I - - _­__..___1­ � � � !, �1­ 11 4.._2L4.111�!v,iA. 111. _#L� - ­­ __ E I L it- 4 . I A- f '. , , - 5 � ! 4 �, i V Mil I - - 31 � 5 0 �, . . I - !Mar,Z:',i= 'S M.& a womper A-i NI"Alift, A 4ex Vw Esm oliAl I E __ - L__ .. 5 - __1 . 1-1 -_ � M. 14M , , _� E I III �__­ � I , , at, ,_ MaKi- . -7-'-'­� .... - ­­4- _­ ... - �- ...­­­ - -1 I - ­T T, 6�6�i(W, - i "A"D, I ­_ ­ E - - __ - f . - 4vi TO Aft'iJ PAJ, litlill, TUAIGN NIFIMIVILE LAVNIL � , -4, � - �- - -:;�; + Va&XIVV1� 1, lfilil� NiVITANCIF K'ViVql_�lv "Ity"MI ll, PAI 1, �, I �f� j - L 1,04) (L A 10�1 - �, 11 , -I III T. t �A� , A, lel, J_(��, I � , , .1 L - t%' Lf� , IV, ­ III— + + lwiwl ­ I- Xf �' i lC7 al � , � , r ANQ I) TC1 K 4:�A. � , I �1 J, Il il�!o' ( 11,�D , ,,,---- r ... - - I-- ­­­ I � ­-1-1-­­­­­­- - .- ____­­._ .- ­­ � ­­____ . . . .. .... ..--.. - _.___ .. . ... ­ -.- . - - - -1. I----- ­_ - - - - I F , L ___&_t_-Z _�OQ � C QV _$AEL _H,l ,R.,M.--PA-NL.L:.,,,..$Y-!$-TE-M-.',�A, QMPON Tj OR REG - AR�LJE TY t �� -E � 7 C-SCALEE 1/2- I`f � � I - - -- - - - ­ ­ 'r -­ - Mj 2V CTOIAL woaloll;, -, ---. I 11- .11 - I I -----I - E l _.__­:_2.1-v, - - , � � - r- ­­­­ .11 I �r ­1 ,­ il?lftll (EFFICCIINT WAICIP(I - .--- - -- I 11-111- I __ 11 � .L ilaa,,aifi � A 11� , - � C�'_ ­ . - 6 I/A' V"FAP,� ­ ---- -1 1-1 I �­ l , 'I 1 ,7w - ,s a vim ttim� = 2 � r"'I � 'SLYC.- --- V AIINk 0 VJ, i YA- I * , All _.­ � : op a 1� vIi" ,lic � 1 r_29a, i � - AN' - - � . 1 �:Iv` 11 ,L� , ­ ­­tp�­_ �, -1-%ilill � ! a I so' � ;� I a- �� 1,.� -TV- , � � pri- I I im., UE AMATO) t , I, ' �-:U� - - t�n F 1 I I�_--.I, I it � I I '�� '­_i4� , - - = � ", � /­--r-Al /_ _11__­� I - I— -1 r1_ �,V:Al A� I � pr -_ i � - , L I y , T ir­,Va;�.' 1, �r 7 - - I I ,1, I" I 11 I' 'ElEs- 1 ZZID t Ail I- I r NIl : J!� \ I- I I � I pll� : - 11 L, �5 � . :H ` - I t , ei ", , � I t I I ,�qw � A, _r , 9 "L Ill, i � l- I , , , I 5 ,11 1� - I'd tPEI LL spe i*1 . I 't 121.1. - Xl"!\,�', I salp, - , a"- ,,,, - 4 A- �r ll i ofid" 11. Ill �111 �,q AlV � __ i '� A I ­ � :* "' I � . E E 69 ! c ,/I An - " i� i. I - - H 1. \ NUM W Adw IN "E'litro 1161D, I I I �[ IF . F A-W oky, , - � i � =_­ : F I _­__ - i � de , F�r - �i l t� - _J _�__ - I I MAL A -I \ Nl� - = * 7 i : I cle., ��g NII � Lz,. i . - , / - f I r; I � .1: ,-fp ) I � j ­ __q A,_I__VVAAA`V/ . - - - - �L ­ 1�, I'l, ,�, I - �---_-_-- l� % . It. I '__1 I f k I ! t�l- - j Q,", _SLQak4 PANEL f _ ,,,11 �� . 2,XA, ­ � ,I . i IlM,", I DIM 4, 1-H - . PAAI LAA1 M: ALEVALUM AOAW6 L' .211-141), � � 1 rAm k N I 'ILL VilcN, wt, fAl, ffilf ", ,A' t ,t EIVAI Al VELT i4at fill r�V,Aidft, �,',�,, :e"..''Ham ll"i" ,,,, .., �,,� AWMAMLM I 1 ,) l, E -.2twe, R ­1 I � o - I E -1 L � , I - - I 'VTV AM OXT lr�.V, ' AAAI AM' I .11 . I it I Ili' PAV-111 "I �$&, k - f, � � ll-­-, Fill- V'll�All Scru, I I I " � I I ,,, , XAA` A,�]I� I ",- -till �EN I I , - � " -- ill VIL r��, ", " ,,, lm�, AlW I � � I I All, 'r, I ��', , l ll Awl �� , , , I n�: , AD. , " , , M'� 0�2AU- , � 1, " � 1111i, "I'L, � - - ,, 'If , "Al" � , - - - . � �,- -, , , ,� I � i li,� i�- - � r ,�!� " ' '�r""' 1��_ =�aa � I � -"--, I � - - - r il , ,Z I I— . i � J"L 1; - ,,�� ,� _ . 1 Ro -1l,"Ve 1 ,i I EL, �­ H t iL '."-'I- 9 � --f .`_., t- I � : Z� I , i . It /,/ � 6� . I i V:Ll ��­­ � / abW ,�-L_ -, ,,, V Alf'T, 0 62511 " � ! I 11 I i i tiA 1, - /" � tAfEl �1 - a, QVIAl t -, ,, , I I 6 � 1 , I F ti­ _,� 11, L � - :� `11 t [ __ �,, - �, - ,rjo i ILI " ,��j I': L � - g , ,, 't l�_ , i t I I F ­'T I r � � I - J&QME=_MDC_DcT ALL A �. 'T"F. � , , � � i 'F�AL, - - � 211, �, LiAm I, : � s, ,OR fi� i i I - � I � EEEE " �Vivcjlltf 140--millm IXLRR;�­, a !ltm a,- I­l�,� � , r9i I � � �, � Ill I �_ I E . � I � itl 41", , L , -I - I- E 9 w t �! � Ew Lip Ill �Mll IVIIM . �, - Sol, , , 2l I �g ij �---Ar�t.A, - 0 1 � L , , - �qm M, f I q I : : � I --------,- IN i � . . ; svraF =W_lt - I i 1w A Nitic, . , _� � , ulxx to Al I i ri�­,�­ . � Par .-,L---=-1 I EY ROLE WA �1 , QHU � - � ,�2' t], I , � ityp l LA -,, , (�) ,�: - i'Vil - I I I -ta � "' (-1, KvT_ 0Q"_a__p"" � -, - - .5I A`l a! ' 'LL A 1L;' I F " -i"I'S-14" 113.1 .Srf 0111 6 FOR ANAMMUllid ­ Lji INIS A SLEW,' 4jVA;TA Ili I �'. I .lA­ VV�L � , 11 75W - .3, I n AN I- � " ; 170,11' I" 0M.4 VALM) nw Ni'l,"JAA11141ii MILK" l I 1Z 'u, _J � I ­ 1, It I I A , 1) I wi MmIlu [ l � �- - 1�1 LM� (�� =w1_2.v_r it If rt . � I � �Min, -1 I " L �� � � 1A ., _� -_ M"DMIEH � All I I A ,,,%-& � � E � I' E� I I L_V1 - "" 1 5 � -II I � � f , 5 I � I � - 11 � lint, L :Lifill, �1 � I A1,14A I .- ­24w_ ---. �� fe��,llf � ". Il rf I _90V I., �[ I S �I'l 11 iltl-.� I I I, � I � i - 4E � 11 IV -,--- __ � 11 � 2w t lf� L I �Ir .--------­­_Z�Z: ��:Jf_ I � i � V tl� 1 I­­­...�Ijf "', I i ll� j a � _N�a Y, ,,, ; � . _7 - I - 60) !T_M�AM 7��.;___ll_lj - 11 . - lig � --- ­­­_ 11-r, cmr . . r 4 1 , - L . �. ., - t,j - ,_ � - - - i I i � I I lato - � � ­ - - i T i R mcm-i�_m, - U $ i ! �9A - ­ - I - � � 1T`­Q'Q' �11#1 I AlfiLk MAA.I.AWAPI 6(t� ll J!A29K if 4� EANEI W-1120 I � � . I n, - _,j"a�­ alli F­ - I I- 'j, :Ly"tk f " - I - *i,3x,!�:l,4i,i�v � I " - % I /Ar. .., .A-- - � - Lit, l�illl lml� I"1VI l-, ,ol ,VlkO, Frtli��L � , , 1, ­ � i V ­r I 11 - _ 'I . i Lie 1/1 -If - , I __1 � �n I - - - C__,t "m zf, -0, �_ ­� -& s , T %2 �L�11EAA� A4."."`�I Irl ALVA" Allif" I ., ,� , " -*z ; , T,F eo� - I . ... f mf� _47 tf, Allw -."I", Z� �-' � f -1, 11 , - L , � � . � [I � ------ - �­ ­­.- I - __ L - ( ", - � Vk ep - F 17l_­__L _,_��_� � f � , = __ ,!, 11 , . No� 4 4167 � - F NG V � .f_ , Ir f ",A 51 �PA - � . LIDRIDA SOL011 coofj�t�, _Yel"!��X.t ""Poottv, � 11 ___r____.. ... 11_­____­r­r I � I - m l . to. i l .-MlIA 4 ILP"i 101A a � � r � �i I CAM I I. � JDALI a-0m 1� 11 2 L" i , ,J�li 11, * ��;Lqw TaVolt tl�� E It ;�, 1�,I r 0 4 f " � * " ZA GAGE GUYAPIM SUIL SU KrL f, , .- __ Y_ A ll -ta'-- _(F OF � - QWAN w I , l (r,f ) I � I 11 p w MI� � - ,A fir -1 k1ur - v ;�;i:;;w, _­ � ,-.,: , W 01 � _". =V� I51v, , � � '01 1 STA .1, t� , � ------- ­­...1F­­­­­­ ­.­___­­ � I � I - ,I I A PL '� k - L vww 1'� - - -,.- - I r : �tl _ - � Vw" , , TEll PRODUICTS, urc. �" - - : i 2ADW - __; � - �� I il�i, �;�� i p LILA ECID,mc � , I i - -= I-1w D'Al AV SPOEL i ,,, _r - �_ ,711 _ `114­.�­­_l � AII t- W-11`1 --wKwIll- - � lt " I o wK.'Nill ;�M," I , , � iij� 1,� A , 20- I -I � , . Tlt,�l � r, 2 - I - bE,w-M.d_ir_1-4Wl _. - __ 11 11 f. 'Na-tntJ � I ig Z_I �_-�� 11,4� ,84AAA-MILVIELMAM 8 ,& C� NAMMO-WANIMI -__ � _ - -, - ------ __ ________­_FK, - �__!!7f!_,..j - �� � N -- f- �_ p , r Ilp'llMA-VIXEIVOM tLIATIM A., Mlof Il - L , - -r �- I � L� N J, (ZAll 3 WL1CY) t;:­ao, 4 -r--,--.z:r!r,z- � I It a-� , ,.I, . I n&K_�- _____._____ ____ ­­­ ,_._,__­­_ r­ .. ­­­ ­­­L__��11 I-,-, - - ��.,.�-,--,!--.-,L-t�72,�.',,��.,'�.,"�,",��:'��',,�40ii-�.,,,,�,� ­,i._.__­Vl­tj �- " ltAKIME ANI �SEI 50" El cm S-N17ill 9 TtlFuoatlat ,01 EXII57I F10111I - C, . W.q,E El Alti I I I I I'' Ili I I It 5 5FF�� F , rp GLAn, � al scqtb`Alk� V 11 'to -,,w 3) t I l I I_-_- - 1, l I I I i -,�� � 4 A iT I [�r,� � i � ft - IRML-LATION _UMta�_E__0R_RKQVLW1&N" RETE ' 'L ­Q9AC- --ffL-QZ'K-_5 REa ,U,TVMAT� t'ONICNElit AMMORS f4ir -(SEE SCHEME Ill Val MAIED wil vlik]EM u INRIPUCR 1w - 0A ccr4REIT a-0" N " m RECUPIlLUL - - - L. m -YoNlIrr Lol , I �*�a�, - unwALL , ,� - ae_`� ­­ _.1-1.1f " rM ,/ -1 -1, , , , , , - , , , __ , , , � - .11, - r � - �­ � - - - - i J_ ,;.,, , �, co" - �_ - -� -11 1, 1, __ _: �­ - - P29MA.,� .�,�­,� I __ ,,,.",,Ia,""",,,,,,,,,,.,!,r,'I � " It. � . _. 1" - -, �', 111L1rrrrr F I I l 'Al. INA, 1- M 3 Ill Aill' I - . --t �!IM I �� �_ � CONIF AMMIKAPS - __ - F ,/2. Alt � � 4 - � - -1 --- -_ -- - 0 (SEE _�C;N�DAA_E 0% - - - It ��­ - - - I - k - V� � 1 SHE"I's a -�INXLAI 101 - , �E - ; _- I A -".'IA ­Ni � � = I ,,, ��, I w A � , � -.n ­ � " : I � i .�! IN wuo ANN% � �;l - �� , [, 0 iiA I/C lu� I p I � - I I t p I i _�`�� 1 1 __ T . r,D ,�- __ E � � if 1 q�� - " "' , 1 3 - E � I ­,*-alil - - ,�-",_� -1 � -- I � 51 ,­,f -,�L g�_,,-,-�"" 11�0��,� i . "I � - "I I - , �V �, � ) I � t,.... i M=Av � - avl;w�, _­,� , E 1 $ - �� ill VIA- To vvoTs s I ummm-A r-4r, t_ wl I I 'Iffl�lli �'o � - ., � I I v, �.Qxitffi 1, , I 'm '" "W" It - ma. _1 .SU - 4EDULE QM A I t ` PANEL LEWIN i. � �. �_ $ -11-F kT 11 - - - l: .. - - Lull IL, - I ma MiAll - - I � - -CL T�ol` 't ! 9 V V I I [WE ou-IF-ULZ j�� � � lt"` m J",Mm� - I l I - - - _� . __ � 11 a, WPl 13 Fmrsr I !_ _a - ,- !��,,2L - - I V --- - oVl E-- ��, X. - , a5__1L;1&_q III I It IF : 11, -; I I - � = 1 ---!j t - , E 5JAX � _____ -------- - _. E � � � & - A - I r MIX � I ,�w 1: ­­-��- , . 1 7� �1 r ! ! PAN ;� - I �.,�,;�i�� 1 2 I p - to , - � I .r."', Ill . . __ - V , " ��v�,� 11 1, CiLl pou"No iMMICOEM In NN'll Nlr�l RUMPED, � - � 2m� 1= - � am :�ETT 4.'"_ son I � - L (EM15cL,LDAAAF VIA F ii I 'WEE At FA I)LAAMAI � I, . - � - a: IN - - poll la�ml[. �,_ so4laou,g ll 'o =4 ,a . & $rl�_M`l co SkEE-15 � % & Tag - 7 sp,l F_ I � � r , ` A I Elp er,� _ : J� �� i �, , , 1 am Vv : I I SVN�tR 1� i . , � � , I � i � " tee, ulc� l - , � i OF -C , _ I L - ___ ... ... �� - � - u i I i I 1 � I � I . - __ I I ��, �!�l I : o r ,,r 71 I � llt�� 4::1 ,��'­ DSTIRG PrIVArr'"', ill I::l I , I '� ��lli,� '�Ii­:,rr"r�,'L �_,� l I ll��A,t 0 Cool j: I 1: - .1r, , �l'�l�t�!� l�L � WALL FIA SIVIS PEOLFIR-M �­�r:'�I-­ ' L � - � ­ . TAI " �_"MrDWJAI, 1,14' I - Ciln,CARV Lr, A'AANVAT i :11 4 r V I �Vlrtr SlItwulou. l �VVIIEY,"pl,L � r"AAAANICA, qj, ' r '. A' r ' '_ , MdN"k&.E1=&_M,Q_Q1KTmfi _Sf0jQ&_4 AAN'AE 2'LE-I, CaNicilim AN7KI � - rO.E SCA1119MILL IXY SH,Uif if i4PAILlOA4 ii Ill , I .� I ;1 " , , iiii I 1, am"I'M I ­.- i i F __ -------- I i ����.,�,IIE"VR-QW'MAFf�'t"L'M- I em, ii EM WOOL I UI:EE sil"HIM11 Olt 1 1 X011 al HAMDAt M01,04"DINM C U ,-- , -:mfrAi,r s _� ,,, � : 1 � pAi"r, Ili, 0,­ ,e,A-r -,) ap ., � �l;A � _ _ _I, � T I'Vitry i r : IITSTAL.ii, All I : r I i - : i_____ll_Il._li_ , ;0ALtAN 1AISA , Q , , I A I, ,i I,,, � L:. ,It-1 4 , , * �_ j lomn: 3� . �IaEA �_ - - 4, L - - ,�Imvl I 11, t i Ilul " "­ T :,,I ,r ...- -__ "l I , , I ­,, , - t � I " !'!': , - - , ,11��q ;�l ..-:,. !� I A A C"'PIOIRITIV, 0011CANIVA�, J 1-Ill-'ll 1 I � , (SIT �LIIIL-_.If lN - , ____ .3- A I I :?,V� �, Tlla;aol , w� 11A _ � ,4 � 49 V�- ofac ol tALUMMAt .;:,�,l,r � `� I AJIIA41n w a /t, ac Mot vDa , 0 "Itilt." All I�INJINWVII� 11 L, CIFISAN. I'VINI A.La, FAAcq, F V ­ _��aLt l07F I Vt� L Ll � rVq$IV ill SkE'- 7 I �� � L - - - - 4' llllo,� Lam A�llltol ooml Q A`t",AIATL _-SAP , 1, - , - a -_ tsm rAti P M- 5"'AlfA, 1, a 'Ol r� W&U--MQWDKIT-�-/Q�REIC--T-CGVIil�r- Wd"APAPY&ISIL" SECUPILA SCAIIA ZVI, � .A. t 1 � z 1 4&m ;Litifil Al i IN ME (ALVIANIM YrUl- V01ov tI1 __ 1,K. I � - ;- * � z__ - - . - � - 1 , I - - 11 - - --- -11- 1-11111111 I r- I �____.­_, r , i � L PRIDTIECTI(M MIDUCT13. T, L IF. C IO F'I�Milk i oillot, lo �. � �A­­ I 4 itt'll" _-­ 1111C,�, �:k - - Z!:� - __ JM`4 r I � - ca� ­ �"Vtli _�`- AV VAM Lgi,zAl A 4MAN. VA, 111131+ - -I----- __ ­_ Aol-_-g�-MZM , �n t�w 30,01-1t4i i It-Illo , - IN., `?!,!!!=.' , , �__ _;;l Zz;� � I ;ia �; � � ,!'. ­ � '­­ ­Ro"ool -,:�A­ - �Tawf,, I L_�� .1 I -Il - , _�.-,r_-__ - I ! - 1-� I'-- �' �' , � '_Iul Ell 5 r I �iT ,,, . . K_ i-tai�,L:JF ;:�� 1rA3&j�VL'J�ljj' I L _r ,Illtm Al ,��, � W 'Al . . - - i - . .l . ......... . . . _.�,- "I���,.���111.1�...."--..L....-,..�,��� ... 4,.,A.__.__.­ ... Ll...J_... , ,��S-r , 4 1 I ­ -=l 4-- -, l, I— f � I "' E IR - - t'l A! �T 1,,� " ,,L .-Aw, V I—- - - - + ­, . �`l A z 5 - ,�, 'El t� , � E IJ II ­_ �� E - T _�, f t,V1 tit: _ ill_ _ - p-q 'I f- -, 1 L�Zj F (� R S iT _12,21900 Al _.UDQJC-J�j�:� ` r � I I � ALLAT�L�_ ­ ._! I 1 Lj �� D" _ �ej 1 F _MQQ_j ' Ic R " 5 -1 - ­t­ �r�-r I EM:DU ItEl - � - - i 1�, � � - - _�Jll =� Al e �� - _______p____ - l � - - , I - - .1 f I � ,l000looX, �li I� - � � ul �� __ 7i F - , , I - � - II� 5 - - . - � - I - I r I - , - -, - ��_ It -- z �� r � I - :�� � �_ vloa; -1 �__ � "I LLL I t z � ­ =_ It f' l� tL I � I , E � E . - - __w5 r . i _- r- - -1 I - �, i�, -P7LEILIVIV, - T - i � P ] � � ��I� �.­ . � 1 ; -____�_L4� � I I E ­� T�F� � l I Ic - �­*,4XD AAVflrVVVlAN; E �� - � 1 � , � - ��- i � -, -� I - -_ - - � I I . A __ .i [ I-_ � ___ t , i . L , - � - S­ r � I � F_,,,4'1:.,-:L""�%�_T-t- - � - � � Qc�� -45"LA.; � - L - � tb­�� �-- j tl I i 2 � T 1 ,,r � . ­1­11­4 i, = I � E . - I � L L ��� p I , rrrrr � _ A, LA �r c, ril I . 4 1 - � "LlIV -Z�Lua!,, �' Al Y - _� , � I j � ll l ­ 1� t�, � ��; � ,I �­&% r ­ Il"LO' t'O.- i � ,�VVFMME - I j r i i - I-, I I r i ,­,Il, 1 1 ,I J J, DILI ��, ��l � F � 1, kr:__"Z�� T ­� -1 = __ - . IL 4�1 , 1 � � 11 - -­ Lt' � I t L - I F r �� ' LL _4 - V I _____ �L­ - - � � � � ill � �'q, r rj� � r" . � r- -J�,,,`i � I fq 11 i_, �_ c t I j 11 ! - ­­ � - - I , - C.. - - 'l - I �, ,� � tjoI�� ��­ � r . , ____7Z, . �� 1 `� �' � , , - - , - - , I � - i , . : 7 � i � ILL -1 � l - " Li . � A 12_,Vil�! I - I " - I, � �, , 1, _. _- � . I L , I L� � ill � ;; - - al 4 ill, . ",­ - - - -- italEo � ��- L-�i ,,,, � L , � I l 1 "�= - a Val r'L �� . l, `_ 'V; __­ I - - _ _ �, � ;t r 5 _� ' , -_ .jV �, - - -�&- - ' �_ ­ ' �V' , - 7 � �­ �, � I T �=Plll " "_ I ��� - � � l' 'r , �, �-�/"Il_ CWMNAAAWVV� , 1L - I ll� ... I. � L It __ if= __ - �� I : � , _ - I . il� Ur� I I - ,i � 4, - ,�, _ - il " � 1 : - __ I Ali- I F, - I � � _­ t_ 4 '_ L j r 1�� � I 1� I _ �Ai _ � ' r_ __-'- �2 1 1 I t ____­ _� I - � � . I - r, If - I 1- �� I'll ff or tt7T� it rl li, � b � t - L _ . ­l__ . � , 4 - _: � - I L I "­ ' " t. � ' _�­" !, L'.-'r- ___ �� __ - I I V1, I j I ULA% ­ - L . " - A �' ­­_j_ V-1,l V_ ":"' _. r - it= �_ ­ r -- - 4�� - - - A - - - - -47 t� 7- - 11 - r � ��-s I - W,ji '�­ '- tt' j:L_ L T; : I 9 l �, I - � - - r - I � L � Al I, ,t'ti: L - - ; �: � 1 ­� d 0 'IL L -, ., 1� - -- I p ,l�Lt ,I , 2 .li - L - - I r fill, _11l 01 V � 1, I , Ljr � I � I ma , "1_ 0 1 1 i ; ��� r - I - � I'�! , " , I I l - JLF`� � r : , � T-F - , -IL.�.,L,I�, A � I � L , I : I ; � !��M;� - A 11 11 - - L j �! I --till 1'11i�lr' . I - I �� � 'rol� i-, ll -L � - � �___l­ ". - ,,rj � A.V­rr � I 1;tx 1� - - - � . I � ILI— ---r l . , - � � ' I ILl- l L" � 1 - I - . , T , ,�,, , � I- - ��] - ,� � LIA , �,L � ­,1 � � : , I - - . � � E I - - - _ � - L I - I ;�r - I � " - I I -1 I ­­_ - - - - - �r�_ a - t ] �] - - F , I - L __ A V � - �i � � � f .r 9 - ,,,,,,r: � A ALI �j i�ll � 1- 1­­l', .A � � I � A, w I, [ I i" � - , - _� T - L - �­�� ,Llt,�2 T _­ i" = . 1,41 , �l : I V j, L _. 01, 4 �;`I�� � F i � ' 4L � ] � I " I I r L r r [�_ 1, - c A . I I�� - F - - - 1, '.' L r . - = M� I - 4 � � �jr , A "�� ��"' � _,, - =27: , __ � - E 10 LA'A V I � _ - . - - � I I , ;, _ ' L ­ � , _ - - � ­. - - � V - � E � i �__ - . � LAA�,� '" -- � - , lli 6L.AA � 4- t _� - 1 � L� 4� ' � I __ � I 41�,�T lF 1_� I - ____F � � i F Ll I z � I I j � � ,I � - =t � A - � �� !­ ,m,� r,�j I � � i, - � �_ _� � i I I r L - I _� - I i t 4 , � : - F%aar _NV. ,li' 4 _l I - - - __ , ,� ­,�­ ! "I ; - p � I I 9 ­ =� - V 5 . I , 'Nt�� - � . - 'I i � , - � - � ,V�AL "�­j ., I - � 4 � � - - - 11 I l'l�r � 1 ,, . i� - - I - --- - - -- � I -, �, ,ltl1A .V, � , . I l - L F_ - - i 1 4� - l__ I I.: - - Y�FR -, . . � "At - '%l � t - Ir --- r', ­. I 11 - - r -1 A . 4, - � , L ! 1 "I i 1, - � t rl 'I' A 11 ­1 , `� �' � I L Irl� �; � 1 v� -�i - ilia� - �� ; ,�'F.Aj I , , - � - I � - ��l""`a` � I _yLav - . - t l� ­ i � i 1 . i - % i I - � 1 � ,4., , � t- r " fT � L �� . m 2 1 I V;A � V"'; � � �� � _� & t � I Ll � - � i � � . � . i 1, - A [­­�� __ ll a' '� . E : L I � : r - - r Im I � : I � i­ " ­rf, rt�- - ­ I r � I *ff . 7 � �; -, 1 1 9 i z � - I - � "--l'­ _- I iL � � l I ,t:lrl�­ i � I I � �F - - t I - � ; i � . I -- E 7 = = 1 � �, ]i I � I � � I - _; I - F - i , �:, �- - 2 a - : . . - =�j __ ,�L J - I - I � � ! � til� "" , � I L 3 l i i � � , �_z � � -z7(- - - �'--'�­-'-_ - L _ ` � _ � 7 .� - i � I � , I � � � - � i L � � I � - I � I � - . j 1, ': ,a T i I 1, " 7 i ff � � 1. ­r- � i - 9f � � j � � - r ­ _ I I� ft r l, r 7'77-, l,,, � - -- . I -- �-�� � � l � � - L - i i h7 , , , '! . E:l, E - L I M i � � " -, _,� � I � iii, - - - � � I - � :;7-- ___�_ J­�_ :rtit - � : 7 - � � � i I ; i -,-"-" 1 f I I Ir ,,, -� t� 4 �v IF i � I 1, ,-� . t ,!�­ - L , �: . # ! - I ,, i . � R� It - - i - � � � , I I - �_ i I :: , ir � l , , v , � � . - - � : 10 � I, � I I , � 1 i V: � r I , r , -,�/ � � I - � I "I - � � � I , � � � �l 1 - � ­ . r . � �,V,� �"" �, � L 3 lls��_ V� I �l V : ; A� ��, I - - I i- � L Irr, - � I t 1 ,, � I �. .. ff . 11 : Al �,,�V, , ,,�- -_ - : . r � I l�, ! I , � � " f- - , _ - � 1-11 _ � F __ - I . - - a c I , " ` rl�l : � , - ­ ��--­ _� � � 4 1 i: I % � : � I � - ; ii� ­ - I , � I , , , � 1, � ­1 - � , __ 9 I . 1 , .- � i� I i,.�Ii - - I -1 � I. - F i r i ,lt_­,=6,l Ii ie 1 �, L '�r r. '­ - i - - � : - . �! I i i _ A : � - - I � - ii ­-LIJ � i - �- L i - _ '- . - t , � - � __1 _� � I , I "I N I � , " - - I I i I , � � ­ 7, t � -A I - I 11� 1, � , __ , � � , � � 1� ,-, � . - - liAV,.h,.-Ll 'r A, 'I � , 11 � . - - u E . I , - s . - - olo� - : � V I ,� lllt"'­ L � ,'�'l;r' , `� �, I & __ [___:l.'_11I : , I �� 1-1 -,-- � � 1_1 Vil) �, ��­r t il , , - I - - V�1. ,�,, � r I � - - __ - , � r I � V "I'll L�_ ­ ­1 - . - . � '' 1� If 'tVi'�"i-1, lim I .. l ��,, I r � I � I t � I I" �I�L � __ - 11 I . . Ilil' VILL111 ' L ' rj I f � LL', A�,,,, : 2 , L - �­ - - - ­ � � �� $� , luti Ill lnIlilmir�'Al iiii,e ol at �= i�F��r, � in 4r­,= ­��.�� ` - � -- LLI-111, ,V IAIU�V,q , I�. - r � - �� - l� 1 - , ��, _ �­ I -:Ni"vfi�0 I , I __ � - � �­ 4_ - L��V! F�-, �l � .7 � � � 1, ..- � *0 f� Al G, - �� I " � I I � ,l, �,:,I� MIXIL'�­) I- I I L"I I" � - - ' _�" A ­ I lltlttk,%,��- WIAVC1 , i A ,� ii : t - ��l� �� rr tVilli %R All IV CIA', ­ � - .[.; I I -P, -, r, � I , , � . ,� _� I I l' I , l, Lr­-J--* ' � I � PoN L _� � I'V,.. , �, I *I I , , �It on�t � _ l _ L � L I V�, � � � !-- : r � liil� �4 I, ,,I!,, [A Li�l ",'ll'Atit .. 6 7 �, ! I "1101 r , , AIDV&�! , : . - . . c ! �,, I fr.,"Ic- , Ill " ku., ... &I 12-UN l - � - , N �: i-LI �,;O� 5"I.Atl a � , C, l ill l - �� � � , f',�Il � �� l _ _ , 1I 'I M If � l � , - � 'r �, , - �EL a �' � - ,It il_,.__;,_ l, V� ", � .., sfl lill I � , - , I ; it'"" _ . � M AUVAI - I - m; - � -"M. ,,al,ii-mlliol, 1 ��_7 d�� V­ ` l- o7taZI-Ft )YA&L--mm AM,mst ELI�w � I - , �� N, 9,!Lr'1V1VV0qrjV1V V� " i'll, � �r , � lfi �4­ 14 1 u. ��m I-,a__�­ - - T� � � _! - - --- - ___ _­� -� to TAd FT�A - ��C�r 3 i,il F. I, A,l� - I � A,- til lill I: - I I - I - I __". 11 ­� ­F�� . .. l - I ......... jr� " millawAuff-1 ­ I - � I !I _­1 � - ­� .Ju � ­ , p - 9,24, 1 E ,�,'­` i Ill ra, Ll ,;, �"T �"�N] IN! "' ,Nl' AULANDIN, -, - _'-­-­­_­­..._.1 l A,, I =IUM -, � r [ ,71 --',-�"')A-J���,..,9,17,UA&--MQ��l,,SL-.N-G � �` L ` N'SIAU91-Mi A01 14iUf k TIA'=E_4�' ill i loK;,,Lj 'VIll ,.RL ,�-;v 'A'IE ;­ � - a- lo-it, " il �,___ ­-, �, , L I - � I r , I - I �l i� ------- ,l� .,,,l,,A i=Il , ll�l � �- 4- 7 -1 I L,_­ __ i ,I til�ot*,7T ' - .1-1-N ,�� �� "'�C?,� -?IF ! ,L,� ,1;L'L _­­'-, � - �Al fil �' ..i. - 1, , LLI�l�i�' ot , I r � :� - - � ­LAIAVV;��,�V , �'. � jr e� -­'�r ;1 'Uft llLl� li� lt,ti ll�ltfllils!�,LVLI Ki -'al IV:, R; 11�,IiV,4li�, 1 �� - k, , 1 4A � L r - -_ I - al r' " - T "I ` , �11 ,. ` � av �_L-_ L A LiLtl Vt� l,�6 - ­, , " I . r r I-r I - � , . - � �­ I - ll � ' '�-? 'i i _�'f­ "l , � III j 7 r r [r . , L_,li Y­hl A � "Y' , r r, , 4,�, � !j� __ ­ _ 7 1 1 � OAI�`41A ' CII 11�i h vit :,� lj� y It- Z � - - -- ­ 2, DILIM110"A � ',Alftl - -i!- y v� l� - �--- oloo It ,� 1, � ; - - 1� � ,I5 "I I - -1.1 ­­� - .."L - __­---t-­_ 81`11414­lo� V, I � P"T Al "`­ . �zt ­o7tm -T� U 4 1, I VI'l I f A " 11� i � - ___ i I t .1 I , l, s ,l,� CA,_", _V;,­ I r­7 ­ 05M PAl , ! - rr - ­ lr�c�% �n n?", �� ­ o' oI �,­ ol, i "A A), - V� �,, lill � � �- - - __ A , 11 - -­ - 'A I E- ZV - ­ � � - - !T� A,5 ,,,, t %, 'I'W,l­1"rI `Q %, ,iil', T�Rrl A� ,,,�l 'n., 5kal �� , i � � , �Zap ; � - .� I7__ ________­__ -_ - - �;��­_­­ - , . " ­ ­ �­,___' - - - .l,, � 1, I - -_ I., ­_ - ,� I oa'� F,j I" , F � �­Lj - .- , � It" � ,,,, 1� *S7,�,Z31,,'N - � I r ��i I 1�f ?a,� __ , - ��i , ­ ­--li ­11 l� _', - 1j4­VAl � _�_'­­- -z' , ; It FRIDT'ECTION PRODUCTS, LIC", - - - � , ,­l, , ,�_ , , � ," r ,,,L,, I, ­r­ � � - - �, I' I .`ILE C�_C, , LA �� 4LOW ." fllt�%UVIUMI�.�ec,14XITIAIRC I ALMIALADA _1D -bil 'F &VULI'lfit] Ili -ft" �� � ' i­VlL,� __ IlF %r , I [__.:­__ .1 _ j IL,.�_ - r , T_ , - -� - � ,AA� LA, ill All; , I 11, , k O',' l ,VVIAlf, Xr4-.-n - w I I &N 1: hl 'alm_ ­owVtl rL�� �"Allg, VIr �Lll� ,,� � il �_­ f�ftt= �,_ �4_1­11 " - .0.11YU 3M,_�,r'1l,x,0,,,_ D9 ` "' 'tL I_ V �l � � - r � � �:�i,vv.__._ , 2* - , , � __ , IZA111 ­. r - r '� l6 �_,L, ,I,,, A, _­ - �, � - �­Ad ll�,�W�',IUA ILI V __ T , ,_,� ­ -, _�= - -__ - -r � - ` , -- _=�Ia­ - - �' 'Ella' ; --iF - ��_ � � - �� �3��, 1^,*F4 'rit, 'l 1, "� illil, VIA ��jl:��iA;��"­­­_ I I l<,1C,,L1T , ­�L j , _�rt�.. � , st 17 � - pl-I ,:"���`��,:::.p -7:2" 1 __ I-11FA INI l "Aiii- -­ � " 11 , - ol - ol -, T - . ­vl!f:�, 'L. - - i_ F- - - � I ­­ . - _-'AE?V7i& , " ,t--- --'-.-+- -'-_­� IVA ­­'-__---- _---`­­-----­ '11- 1. L ­­__ ­­­ - ­r ­ .­­­r Ar'­'. ­l­ ­ - - _­­­pw1`­tt 4 t­.w.,_­ " li�_ I -­�­`_­­­ V" 10 N' m MA,xMJvm_A'a.1&_K_5_MK, !�RMIJ-RE-RAIRk--Ip�j5,f��;--kt!,-;- MliMrA 2 il,4 .. �/43 4/5, 5,15 & 5/5 Xi���ILLQKUI_ 'LA ;-�,Cl4E=--QHLY-fg&-ft'L'VIA&-'YOW �r#pit - 11 I - I*' '4' ' A,$V'�:�'N­ ,--_E all.lEaE - to E vlllEl� 2w/6, 3W/7 'Et 4WIl , , _� - - f , � M.1.1IMA �li��G,�PQ%LR-EQ-3-�&ISC-REJE-f.QEICF,IM"Iggi�--.-k-)-t-='MQ (T) � ��, Will: 11 � . fli�-� &� *it _�' T� I p I � �2 tva-, ­ , I� tim " l _ __ _ ", " 'I t � WIN- u -P JUMMI flill PAIWMMMUAI�Iool I, ­­­­­ ­­-- - ­- __ 1­�'_­ ' 'L'-----' -,,r--"---Il - l � C, . ­ - ,, _- , � ___ ­ - ­­ ----- .­1-­­_- i, AL-TAII rxQ__VUd_J1,&ftEE:_ - &2-4 99 - - - , L . - - __ - , , -_ -- -- ­1; -_ -1 ­. � r­ - I—- I 1 � . 1, I l i V .V! - � - - �== - __ - � - ' ' - � . I ,U, m - I,t.Iil� ��-I)- 1 "l), rk � - -, - , _� - jpr 7 - - " r" -.- -- - � - - - u I � WIDA TWU ISQF-411�, * D-Ei I f. al A! LAIC�* / �L __ - _­___ r - _- � ­ ., ­; ­ l ­ -..-.T, .I .. ­ -- - - � -- - -- ­ -­f . � __ � c I � � i I I ­_ t8 � i lv ,I As : I � i I ! . ; p VAXIMIJ.m PARL LFN-F�H � - I ; I I I i � L ; L : � i I l i : %a Iq IR - � L I I I T � i 4 : I � I Zwr %- C;q a F I I � � 1 , 1 � i --I---- I i r : I : � I I I i I I I . : - I . � i � I I [ V I � a ow -tot � � 1. i - 0�3,1 :��-atoz -, W00'r I ; I - , I : r � I . t � � L � I . , ��EII - 11 � - . - ___ __ - - I 1. - pf. AtAlfm w-M-LAUNV�_ I StJ� Il -I--- - - ! V I I ____ - ------ --- -_ - I � I a �� - F - __ Lc4 -1 L", I p I I I : : I � V _ j f i � I V , ­ �, --- - - =, 1 - - _­�­,A­11 - , X�4z_ 1­1 I I . 1 i , � � l V i u a . 'n", "F_� �1 � I I I . V I I I I � � � � z �111 -- ­ -­ , . ­ r - - - t ... 1-1-01, I I � I , I . I - ,;I-_ 5 �. F -1 �q flir i 1 i L f .V t V [ ` I � - , � J I � ,,�4 A',-,- I I,- 13 -1 L % iV, =��______ _____.- I I � , t : � � . I � � ; : I 1010, f, , X� 4r-o-L, - I I - _� ., � - 11 - I 1 - , - �., l 11 � . � 2= 1 : - L : ��,�r � [ - ' - , � `_" � - - -ao�� - - - ;�_ - - F -- � ­ � - : l� � l i �rl.- � u � � ! I I I I �Iajt 4r L'llljl__;'�'a�� � - l'I to F-9 L I - i � I � I 1 , - �_ . -_ a" " ,,, " � � ' � 1 L: 1; IaI � 7 __ ­ ­1 �_ , '" :­ -_ I , V V l fL llcltai �,l I V . : � - _ ':r� V_ aA L � r ': �11 C., A .��,- A �y , � � V � : 7� � , I- LV-1 lt� lar , � i . � 1 5173 VlNtt] A-F ,*T`,_F`­ � ' � - ---,-_--- - -t ---- ---, 4 -- - - -- : : , I l t : r , I I - s'-.11, I � : I : � � � - - � ' .' - - : � ; I � I : : I I ! � r 2 " i � �;�_� ! r - �, J_l ,-,,, Jlt��.?' 4 � r - I L � � I I .� I— - - - __ I I � T 2�A, . A� �j� : � T I � I I 1 r j 1 I r L I I - v , . � : �� I I - . � I � � . i I ____ I - - ___ I i i ! � � .. - - .1 i I � , at o 2 , �, , � i I V : i " "I _ � i � _"r I � I : i I � � i - - I r i �, - ___ � - - � __� If- � ­ . : i ; � � i . : Imo �§ ' r o . � g � I : K� - _ I _1 - I� � ��, ` I : . - - I - -_ r- � i I I --c ,� I . � ":;-" __ � � r � - - __ � I I - , k 1 i I : � L I _�L �-f_�� ­ .F_11�_)� ;l � - - - - � ' 'L -7 _ 13 A -� j, I � - � - - . L � : - I ­ - - - � - , � i � - � . r�­t, __ - - - �. 1� Q., q - � - � L -I - I ,_��_ _-r I � 1� __ - -1 I 11AAA4iiaIoai-'V:t;j�g ­�SLIF �f� - ��­=­­ It ­11. vrw.��__��­'l,lq;��. _� �­_v I I - I - ­ -1 _______.­ - -_ l Ill t I - .�_ , ­ � lux I A_ "I'll, p � - ­� �l - � Q �;) - --f4 � L' - - - - ­... .. ,.Z _ l L - - � - 1, [. N�F 0 I ,-, , -ol `-_ -_ I " "I, - � � - 11A ""Al "'15 s til & 6 ?�, � _r __ I - . - i VA, ,-,I, - A _p , � " 0 11 . �_Xw , �,, � T � � 1� � , I - ", 3-Wf7 - � ___ __ I 11 I WIS, !Wl . - & 4WAL T IlL U E '. ;I- I-, t Vr i ,��rrl� 4 _rj f �rj'. , � fiAt � N, � � __ __ 4 � - - ­ - : ,L,'_,_1pL it, jlf� AI - ly�r­ � � !, �_ � 7" 1 1 I __ � - - L� - , V � , t � - 5 RE G Rr.__5TQR,M.__EA_N1VlL,' I v N! a�� L- ak� I - - I � I- ',­ �� ---- i __� - _o� -, _,i� ,I -. $, -, - r, __ � - I - - � � - ­ I, - �t oto jNa� � - � ­� ,*l j -_ - J_r "'-p"" L I --- � - --1 'r 7'. __ � - I _4,'F . =��atTEE1�_­a7wli_ h ----- -l"ViltrIl" , ,­, I'll?.V14ft LLI-1- ____ - - . ---7- ". � r, L�_ __1 - A I __ � , ", I .. Zoll ; J � - - ___ - = - /___ -I",Z:::�/ .. .1 ­'Vt � L"" ­ALH­ �� `­_­'. __ ­­o -, __ 1 - - __.l_R__".7 z�2­ � - ,I% �� - It - _-Z -1 I- 7=74 � Imao. SCI�N TO cflli,�$ "I.Ell ! V­, '�,.o _7­1- � , ­ � LA0111""I Al�--77_ � ,_ � 1 , S_ I � � I ,;�­­;'_­ ______ - __F_CjtJQtj;_A I I p i o,V1 �Vlfzl � ,71.n t _:n�A ll � PAIAU UDNOM . ___� �� 1 �� 1�__ � . , I � ____ �-- Ll ­;�; I�-_ � �, I ­­ - "I" --- - ­_­ ­­ �­­_­ ... �­­­_­­ -_ 0- i � I FAN P � i I :, lwr"i Aimi �%gl T000D _at __ 11111 11 IL - - I , i,141 tlL I , I 1111- ­­-r-­7 - li, - Loot yk " h_l. Mok � PANMI� UN141a, N lI TWAI 4im f14 ki, fill 'X�,,,Ilt Lfa3, . ,F � � t � r V f I I %,A,' AA1l_`lAA1VAJ LAXI LDl I lAI A Ur�,Il, NEINoMt A tz o':`­1N � ,�L I ,p ­1 ­ __ ____-...rr. r T,-----1 i . � I , cq fm i -1 7 - ___lt _-� ---a-!- t .... r - - -­ - � p , L-- -t7, �­_-_;Iz- � I UL tile-101-1,IJITT I N1�1MAONT '�'Arl' oil,2a Via -, -1 I� � s - -_ -L ,==E I - 41".-;- �:Il­ __ ­�V� it�� all I It, Mom tloo ottowtv FAVE, NNAI)A %� , MOO ScAl - i �T _ all ­ Amlll tV. � - ___1____2`_____t� - ­ i � ,C I . , �, 7 � 7 112- f I - I . --, L­ iMaxot i la ililUit" PMM M41,11; , - - I tIv to '4' 'I- -,.. _"". .... .lf..-_"`1 r­ � - R, �­ - _-­­ � Ill tT� - � V�t_ , _aAac ll;,W=2`�Al �4'L 1�.- - T�l I 1,11 i - � � �, - 9 � -.0i AilLIV.111.1 Vk_�L, Philitl '0--il, i�a Fail � -- Psupol ii � - - I i , , , I I j L�1= L­ .11..­­ � f4 i eli�,I.II lt� -- I - I , t "! � �� �_�� � 171�E� ��, =`m wil FILLAF, I tom -aw.mtry 1wavi"'V01, i __"�. ­'­'� - " ­­ 11�:V:V:ViV� ==VViiVVV11=. ­11- _­ ­ - L ;-.r �­___­­ Z2 - _____ F,fr INLIiAtUAWONS 4,11D MAN, MAE LAA11IT'll N, � Ektp�oi mom Asel a`.J -:;ZLj,13mt$L�M4����,�--=;=,-�:---- '�­=�;_­=­ - ... J ,I"?', " )ft il I , �Kia -q i;, -,: A, ,� � NI AII I S-1- DES" LD'IM AV Llil RANS i ll� Tan - , � 'r q ,_," . � - � , ,�,6�� Ir tRAll"I'll , M, I I ,� ".-I Y UL!�L I Ll .�f . . I— � - - � - - ___ - - - __ A i- " V, '� ', ? , �1 - I � ll " . 15i L� F! IL)PLI � r Mill: (N.A. �,` ., " at �CIN t4l--_,- lit.0" Z-tl � - t I ­­­­ 1�N­____­­-­ p_­-­,_­ , UU1601W _ _ I I a ; � . .71115 "I - -:r , ,r. Vil ) 441r" ,,, "i - , � ,, i 2a Wait Iffilf-LAAMMErD ifli-EL SIORM ntl � I a � I ________ I - I , � , , _r. � ­­ .... � " � � � ­­ ­ ­­ : Mwo ir I � III � ,:l: It I � � , - I " � I - - - I� z . - I " , ,-I ,;A � l - � 71 - �1-m , 1GLIDISAL FROTEC11ION PRODUGM LLCI MWI= .-, 1p - ,_, - �t L �lr -Ir' - �,,L,r 2 --- __ - kk � - _ - - � 111LIECOINc- -11 0l,jjr,jA '< , L­`� . ,z 6 - a PAMAVIXAIM AM-111 � too �l 1-1 �L� _ I , " ,,, ,,r'Z,p , ',,- - It I �1, � _,, Vl ll­­� , _ , _ I -Tio- - *" - ! Not - l ''A -175 � F � _, � Aa t " i , ,, � ��, , A"L �' " - amw­ml:!%=_As�� - -1 i"ITloolf-­ - ... NIN-sm 20 ,V0 ; IiLvend .... ... - - -- - - I- __ �� - - �.___ - - z 7" ­.lizzlew-1, _�Z,7 - N 14"i [KQrr WQQ"1L-R-V.C-I-U-R-1_4_S ,� , I 1 1,-____.....__,_ ., " I I 00, ViOlID 11 ailti - '_ I ­L-1-1 � __1 ----- --- j i jk i � � I I - zss�l �� CIIEDU� 4 ,L� " sl4it", I i) It I p � � I . t,fI_A­­V l __ I . 4) It tla4 , �r,p ,� 9 I I I �- � ­­ I = i - . i t .1 i it ? 1. I 1 �r ­­' � 1 ! A � � I i I IVI A ill, 'l - - I � - --- -- -- w ______ - � I - � � I I All HCAM I I I lo� - - I . :Mftm � . . � . 9 - - ­ r � - Z I Aki t! , - , 7 1�xVf� N��,Toa�� l�j� lVl4 -VV- Vi�� l � � I 1 . - - - - I l ; � � �l, I - I - - l V417PIlk- � Al'i'l I � I l � . I 9 l � -1 --- 5 - � ; I � � . - _ . . . . . . . . . . Ll F � I t, N �_, I I I I I . I Isl I -- VAX, !;� � . - � i --,-_t,�&r,Az,=u I I It , A L L � " _J - V l i �_ - I . . R I � ____ � I ­ e T 9 i - ; E - - - I I wor"'n, IC&ICAAII�l , ��A . I VilIqlAr5it-0 �L � F . " 11 -1 - � �," L F : ­__ . . - 4 L, , i El � � . 1 I I i IV 1; � I I ,I q . , . I I - i I I - 1, t - � r , � "..- ! C � � �__I.T­;_l 1 Ir - -­­ � , I- I i. - - I I .11-1;6-If I . 1- 1 " K . I 1, 1, - I E . , � tr__,__� � � - - - I � � f , l - L., -F- - - - - , : - , i � . ]l A A ,I : ' 1 i I I , , . - I - i ­­ ­ �­_ _­ - - 11 T _ r I .1 . � 1--­ I L -n - 1 U,,� .i , - - I - - - I - - I . r�w It t :--Li Loo- 11 i E I � . - I I I : � � I I I 11 Nr�7nl, R� " I ­ - . AN, � I . I I 'E" MAY 1 � . I � I-- g YI3 =CNc,!;1I1, I � 1 ��Att ­_NT`�--! ,, 7k,,,fz-,-LA_-AV A A � � � I ml ZVOLI ii ME V.Ilti`011110 �� I L � I irm sIa:cl At ,,, , 1 � LLI?f T�4,A VoIC-11 3) 1 i I - i 9 DIA S-ui 2t i I I L r f 4 ! i � L'i � "A-- I 'i' D" tlo I � L I L " 1 I ,� A i I t i,r N. �Xto - I L lll I i I � 3 I I � - . . . , � wN � llii�M�l , � ]III, I li F4115:11f, iV'lAAf,V:!jrjlV'i. i . Z, 4 "i I, � I � - 0 -,I�i5K� ! a , � - & � �­ -C) E;NM - IN I I .1 - V�.. � 1, il"Q1, '._j L'� , , �Vo* �FL�Fil��j� � � � - , - _� �� � ,":),�r,F,f,p' I iIl7: � 11 �-,,,, I 'li , I I I I % I � I I lV r� ,-,- � -', . f I l r - , _. � - - If a It I. - A i ,� i I Vf I � - � 1� I AT -:1 ,� � , - , - _� �1, I ,� ! I I ,I M mi I JL�1:�".,L , I . I 3 11 - - I i ,I __ f V___ I ; I -_ � I . k 1: a 12 7 "ll, 0'i, A ," , ,; I 11� r _ � I. ____ - ... ­_ ; � I I] 1 f ,I I i =' �� I e " - I I L = ' Nll� L ,ri ! - � �Lj�r�� a - - . . - - - - 7- 1 � .____ T . . __ 11 � - - - . ­u 4 F V , 1,0 1� � � -F --!a_,�I�: ti F � - - � - I , I , I I - r"­ - - 7­­ r __ - , � � ir I � I F - f -A- ­1 r - , , � r; 1-1. , - ­ . I �% I :r i L�� I - �, �' i � ­ � i - m _ Ill � [�� I 1 "'. � iolopil -� q �ti fj� 1 ,; I i � lw�V I pil�, - � __ - I . ____ - I I I i l u i - f"IIIArx-EAE'a W/ snue " i � r 27 - � - I I'l_L_ , 1 1 ��aaotaaa � I I M &L-F_`jl_ UA � ,it I __ __ - - ___ � - - � i � I - � f L I :1 1� � : � I �HLET 'tJ V,Tt� Wocia � � _tA) ; * il I !L I L"t- - _:1 - I511 1 REIDIT-13 I I I - � ! I I . 4 , I! l A10:11110FI. a 4 � - � �Uoal ­ al --l"Ro I � r � I ; 11, 1, 14 r�l I : I ��ACCVLKD w/ :,TM ao-� ri,� - __ __ - :a ,- ,,'-' lll� -f,A,!,,' PFC1,0FIED - : , � - lit 2I L� � - ' il 7 , � '! � �cc 50TELVOLt CIN � I I I V i LON. Au T1* FlooloaC �f�`lTltltr AiN i L I i 11 all t i � UNWIM! III � . : � I i - l � I � rl,, II All looto tla��l �,Z I ; AAANI 5 �itl =ta 'I'- L r � V i . i � ' I L 1 -14 :� A i L M 11-AV. =- N`AIM, JAIMV )-, i �" #,fil �ilt,ri�,--,'-WRC!Z.-�-.-Mi-WriI I ,�.LIKRV6�2A MWAU-MO"N i M, IMMAN sitil ttioll 0,0 : i Vil DUSTING .M � KALt WAL � ll�ir,LA Xlle�ll� ALUMAl' � JUW ,.; 115`011 .1 VANI I SIAU �VlplV,,' � IA -I" Vk& rAfAll"Mit I, : 7-Jam -� 2 Ai 3 Kill Allithi'll � 4PI t VA,­­N�16,,, I ' : it r � it _ __ r, I ­r .1- ----- - I r -­­ I , i I'll '144;'11�1`111 __��­_"_�­­­­__',,, " ,­­_', A, . 4 i 4 , l tao , II � ,,,Ir- 'I ­­­ __­ r '­ , ­­... -1 , 4 It . � L E j, tr , � � . N111 _,_1Vs;VaJ_r1Q.1_1I_[kA:tal­S �QL�0�11`f�A,S i �, lilLT'Ll,"t L Aja � a , I ­­ ­ T � - - - - ___ - r �A,_, AK -1 , X � �al ­n t.,�'r A� - . . I �; � = ,r _­ r � rl� - L a � "If ri, If 4 I I'll � � � ,,� r 5 Il ­ -il,, - tilo_ ll I) Al _ z _q:Voil A,Rr.,,,'.. , V _ � Fka __ 1� :� = I � -1 - LENLATI45 W, � TOP & DGTTOm K0u,41;N11s Cot� BE- I i � ,ilrrr ­1::T­O'L,�� QVIt slif(I'l '3 I AIR I s '. A, � * 2: - � . tL� ­ I I - - � �, - -- - - r;,DM9fl,6,' IR ANT WAY 'Q S�VIT AXVF . I - ti �� s 1 l-i �r Do _1 - - lAlV,-L I 1. it Illj I __ - ` - ' _A_Lg��,n,� - , I - �. � - m t .� � r` ��::­ .... 7I_ � - - - 111--_ I - � I F ' - - ' 1 IL' , - I - I - " `F. , , , VT- __ � I I �'W� ,ft- ol - rllf, f't­,,J'_�,,lL�,"I,�, Ill - � - I - j, - r­__j I _w a; �IT'l_ - - _ i� - -i 547 i I , _0 - - i r t� t I ­- t�s I - � SP FI I LA, " . � - - � -, , -1, -Vil - , , ll- ,- , - I III - IP� SE Stii. I TiVwL pilu 2, WAL ECI C: , - � . , 9 .. - t � � � m F)EIClIlt"if LI- 0,55 0 tl DUAL, I - I 'r,11111(l .. � ,l, � aL,Ial I -L-., 5--_ .__._____ .... . . j I � ­­ r, ­ ­­­ I - . I I—— --- ­- - . - . � _.. _ - - - . ­- I-- - -­ - . __ -- - -'-- - - ... �' " L ­­­ I ­ � I I ' - . - � �­_ � ­ ,tll � I - T, 51 I .r � � I T_ ____5 I � A, - 11 I l'A" M", V�a two -.Eau � ! , i I -1 1�12 ,I ,I'll I 11 � I AN �Ltl �- 1 a 1. 5, AAAW 10 - I, . : - I i, ;1 - a- - � 5 1 12�­!, 04A, 741 I 7 I t I lir' A111411 r - � F k;: � � "ll, 'I' `A7 RAPN'L '�%;R' , � - i 1 0,1,4 .1lr1`,l<ALLi._ -_p - __ ------ -- - � rol 9l '4­� - : , i k ofo ar',wt,r,,-'l - , , spol A, . i ''4 L� "IC 1--Nivil " , e I,, ,� , I it� I ; I I'Vil -il"l- � 2 , , - I - - =­ .L - j 1 ______ I I I __ L � � - �, , � t I = � - __ .1 - I , - I., - I - , Latis ALkliAlAmAm speZPS 4A I � I rl� 'sh l, � a c _�m 1'. 1 1 1 W, SN�L 1 1 1 ) atE VOTE - NVLJW NLAV UMPATIV PCX , - I.ONC Suil _ PAKE" ALK, , ViF.AA,fr Ad ANt Vkol � MAN FL��_ �'sa 5-OLD'hT CA, li,VXI I Mw11.1lA_Qvff__1w_L_5 - L AIIJERMATUFXE....;M_,� ii'all VIR-it, Z� f ,4lr�� A I 1, .L. ��Ia,­ - __ III hil atil 7PTII�Ill� & � L� r -IL6DI iAla TIVIS' INSTAL-AN"NV, ,� o � - oE aoN � i4 � ill jQ:,z `V r "A'T L C2� r, I tt lot b, , E . �_oa , I n Alsl­� 04 * : AAAT 1`4 0, , � - l I �A]7aw ILI IN I TV ­v­ . oio� Wal wVqa fool A, AtUrioloil rpuflI Amn, VAWAWAA lAfAA'VA ill"LAI iiLAILM& VIlL I�l 11� ILL A]AtVN�l NAl"' V`AA� V�IINI 41 ' Ill M'L-' ' at AVA41L VAIL ALA� -I- to ��h� ot-ow .a . 1�- - Q, I 7 7 ra5 a � SNALN'otif loao� ' l It A * Q�� , r �� ­QWiffil qh ,V--. � , It N "AN A, uIf FAJV� Nool A 'tt= �_ W Al -'a IMPLAW JoS a * I,��T;��" lliell 1"AAAA, RAN 4 I �. AANVWAV AN :';M�Iolt& SilLF"it I'fr jt�: � i[J2 , op'l ANNiq a ill I 17 NA 'l,o_ VE to IIII Ar . IN Ill , liltillKLATAtR ?, I I �l " oV a"OVE IA Ma all I'Valt too Wi-T II �, I Lill �, ILL �Ywom w Alit", � . ,�.�'NI ffliol LLL to Ill�l jilli fil"Alliat IAF TWA rilLAA. " MMING xR, I it Tomm Ill, 1 IA 3"'AIL' a4tflilll "'�Zil Mail PAW'J'r � " ;�� , ---- �­ .­-­ ­­­r ­­ ­­.. - .. PAAi V, i t-701,01"MM � I E 'T ",i Wr I- GLOBAL PRIDIFECRON PROMIC, IS _1 E C 0 All - I! NAr, � � �__ - � - - - , -6,:A,A:Vjall-rj�-PAAY , AAfk, �* V,� SiMl . �Jffi lt�� . WRiG_ 1 ­1 itow. P. m- I ­11 75 �t ,,, - tol - , o4to LIa'All Ita, ml�tl , �,: Ult eI ­­ -1 - - .,1w- � � - � ,�, - i oa� � _=_.;;;;;l �a. t n 11 L -' - - ;3!w __ . I—- A � ._,Inn,A� �� I F.. _____ - Y��__. A ,�±!- I ��7 I 112::��_m_,!. UNIRk- -NIOD a. � � . �C'V_'­ 6AjN.ZQ&_fljwjAA_ �.,� !2-Fll At - ��.��'.41L���,-,'--��r�,,,!Z.',','�:: - ­ __ - .'r. , . r r,,Vf , , 'i' ri, ��"rk'L' . ­rj:4 ii`�'­ - looltla ��tl � ��_ - _Q2 - - , ., � - tt �I � " , __ � - �il i ,r .��: , lzlt, All: I `l�_ '�,�, � � ­� _��:2_L � I� , L I L L - - - ,�;� � __ - ii I.lk - - = ­ . - I ! ,-, - I � III V��­ 51 � �" �_­_�__ � I - _­ � looa,,J`�'LIZC�PM lar Fq,crt) ,,(rA1MrFl OPILMLICIS, ifEft"Jil M"Ill -,­f , I '! ­l­ ,- .1 Al,�Vl V,!,_�_,,�jV 'l . r` � _' I A�: li , rll,�V� I ­ A- . � V� - 0a&ao ol trCttr� _j �_ � L� _� 7 I � . I - - - - � � � L i, ,j � � � L:_ � l �, "'I � I L rr r I ­ � ��7 __ - - - r � �_ �� -5, � 15F IFF, A.I ,7)0 �_ � � i ��,L , � I �� 7 r''. - �-­ r _ . I F - , . - � - � I ,_ �ILD �ff <QL:* - � ": - � � r, �� � . , F� .il t '"r ,-� , , - , , , 1� l=_ �. l , � �_ � � , Lr� C, � ,tt l- _fI. VD-, VM Ioiago , � � � 1 , �V: �� ­ il r-, ­L� l - �Vtp - _,,,-1fl �, � 1, � k-- IV -IF, ELM, , E T L , � � �� �_ I ,i4 E , � L �_ r: '_ L ­ �� - � T,L ­U� ­ ; It ��­', , - Ui._M, 7:,"r, ,�­ o�o V T _- l,�N o�,_�, N� t ' -- - - 7 F AlA Lam C F L� - - � L:r �11 V1 � �LVVII I' JILI: ifF - r � � ill t 2 " . r,� , � 3, 9 ; "" "`I1:"`V I l ll W ORMF T_' 119)AL �_ - i' I : - 1 �:, : t,� �:] - T j, �� ,- � �;;: ­� -v - - - 44li­ to ­� �" j�LIK'aFD 71 4kliVr � � � 1. �. �, ,,, M. I � � L : , : �, I � ll ' �� � . , L - ­_ - ,iril," : I I - F - � �; V, -, i­!7� � L�7-1 :l[ I ll'�"Dlr' _'r-.il,,�V,�L'L _� Ill - r _ , ,J� L'I"ll'I.Li. L,l,t: fl� -LU lVLAi1E iNq slol at I � ,� ND 1,lil"Ll -�­ -- - - - mar-N -'s - �� L � - - I , � � I � ; tp F - i ;.� V�:, V- _, "'�, � _�, - _� _t�,�L_ '. _._ � 'Ll� -,� r', � -1. PA' , , r�� r - 't.:111"!I'll� - I E I ­,� - ­ I It fr Ili ,�D PO�� ,". _ ,� A Al ,;, , ,L"C, ' ' -- �',�_l � ­_ ­� ��L "'ll -,�*',­ %�q M_ " i 11 :'--- T__ -11 . - I - ­ -1 - � __ � __ �L � � �7i��_ �, I lit il ; ,,, - I - I 1, � �L L ' � �c­ -, �_ 1� �c_ ij] �r 1,1 r,,V?VV%j­ ;, � __, : p Cr ,;, '_'� ;' 'Vi� AVC�,�j �,Ll_' ; a4� t'r "rifLI, r L -, ", " � 41-F ;- r . �­Lt`� rl(lr ��;,, ,,�l,­ (" - a N T l;s MAO, I �, - - � 'rl' I raL'u ,. , r tca,,,,u� ­- AV- - - I T - 25,1�)RM AAN'�ILS A - - - ,' _- __ r - ­7 r ­ � �� L� 1 4 - - - I �L, � i­ r � _ �z ,�_. rf - F " r 1 4l :I LrFT i 1,"r t : `j _1� � , �_P �­ �' � ft"F`l � It �� V� ­J,r,�V�N� ]I- _V, to �z ;.I- - 2v lrr,R,�P`� ��ViEt) li�Lpi 'it � 1 "I' _�--` - - � , I . � I ­� �ojtt %K Iusl ol --- ___ - - __ . r - " " , � L' I -_ , 1, V� r �­ �� VA:: �L , � -,F 1 7i:., 1'r MEII�_ ILI, e .1,111W11 11l"Ll irlit-1 v-, Ili ,11'1'�&Ar - , _� - ri�rk :;��r � - 1, �1: it, �"r -�"� l" lilry !`V�11­1 2_0 i�r�_' , V� �_ _ L _-__:%­'_l , .1 - ,­,�.�, 'Ir: t� :'j,' ,� l�,Illl I I , , �- _,_ : r� :, I , r � � � r, rL , 11 � V 1, tIIS-10, _;a - ,-, 74;_ , - - X`Q - � � � �_ I _-,� � �l I _r: , ii,, I , �,IIF­i'R IV i , i ,r7 : ,LLl�,� 1 - _ :r F_ ­ __ ___ � �L _; _,: , �--- � __ - � r �o� - �- J�� - - � ,��_-� Qk to EcAlpm. i;F rifitil �,A, THIV� Elff"L40 r I 9��_o _�_ Dr`_ , - - � , L �r - , � - � __ �­ �"<'I,R� lt� SICK pml�l __ �� v­ 'I- � ­­1 � E Fittor, __ - _: �,__i f - V, ' �r., F� 'j� �, _ q� _,� _ - I � a ­ 7 - AE�­ ­ lal �- �V� , ��, � . , ,� ,,, . I - 7 � V: I : ,�' ­ r � � - L�: � , - r �. � . F - I - � f­ "�:_V�"l� r :lt'r � V,­,V"­' 'r,:� I ,�,oi,, `;r� "I 111-111 P­'_qlllkj��j"I'A'!� LI.L1 ",Tof-,t.".�� t1j, ;h"- AN.4; " I - - I , �'A�Ai'liL AAjAIijlfAC�l'FfV,jiN , r A VI .�,jv;ll N,­- �- �� __ , ��j�:V I r, - - r T� r � , : I �V : - -1 , Irl;l V', 'V�1" VAJ,!; Si,� � A T� - . LI:t �� i r A� I � - , jNN il ll . - __ , � - �1 %'­r��, " ,�V' ll�rl�'jj lw�,�tj'.��il D1 �.kECL,tl 1:, 1�:A, I� A I � , E - t 4. :�M att- - I __ - __ I r � �� i ­­ � ­ __ , �� �', ��,,,"r" - ­_ � 7 : rj: � I., ,,L ­ � -r'��,_,,(,Z" � 0 Tnl,lM I A, 1 - j D - i � I � � ­� _�r _F _. I . ". " - , _ . � - IiMl ,1 a, .1 I i MY* �,_ - � � . . � v - - i - :11 ,I � V I- ", - ,�""_� , jVr 11ll � I I I �L 4 ­ __ I ­_1 VN7A,tl��Q I , `�,";_, 1"' �1,tjlll��IAJA�Eza L, I �1� l",,rill ,l �:,�. irl,it 1:�, I, VHP - - � - I -- " - , �_ SuAtil I, �, 1%, ,e V, , - ,7 __ - - � �r V, ,�_,­ � _� � �� li��­� �, ] ­Lj�, __j i �ii Y,rl'L�-, ��, Q�A-�j"r I AIT Ali itil,AAL , I �� 'L l ' - I o� _- �q � r _ � __ � �- 6 � - j-, ��E , l �: I 1 vIt"all 1. 'I" � ,l' I �q� Ill 51mlel 4,1 �131 . - - : , " " . :, i l41 ,�[ I i:`ril Ill ` � r ­, :r , � � , '�l r L ' ' '-_ ]l` - r ' I"' ��r,l - 'r ,,, � � -411 �, �l 4 r ' L �� V� �r 4; .�: �j - . �_ 7�,tl ij, 11 _,Ar ��ll, 11 '-'I i L - - I �' I - ;, .1 - � v- ��Ir �l�,,!�!�:: !, Z, ., I dA ,LATI AA'J�N"Ttlll,'�: Ill A'A Al, 'LII ,L!Li " � I � r ­r r, _ I � r� l 1 'AIJI'l ILt, 1: ,.,;,I Illv ll ifu_t ALALf,AAA, �ji: Tkiiii, ,c ��,,,L,Et, l VEalil, �� �'; 11 6 �' F I I - i;r� .� � r_"__',"L�' ' �, �� . - , A � ­` L A GOLIT ill &A AM - � I � - - 11 - � � � � . � 7 - � lt � --,-, ­;"r"T1 _r �,N t r ` ,_, - 11 I : - __� I _ � ,� _ ! r _ _ lil� I 11;�P_ �:Ll .�r ll,ff��iflRe�tl,lkjll ::l ti'lifill; :�Ifllujll: A, Ili i"RJUrw. Vill !, - =t=­ � Ts ol - :� - � - i �r 1 , - __ - �' , __ - -1 - t� � I " � I -T -_ - ­ ­ L,� q�aio 1�� � _­ � i " F, -11 I - � � F %OIL r ll� , l�lr"Al, ill'Alf - 4l � ___ .., r -�V,,!" ­ il'p, :� �­­": l!", 1 , - .1 - � 'A' Ill DO- 'IA, - I, � -, I � � - 1! ? d'. TAsa � �, �: , - I - j;­ p , v , III ". I L 7 ' r 7 V1,, � rFr r �� , l, 7 I 'I � A, � .- � 111�, �� - - __ , : -�, " �,�, - I , - 1 : 1,, l�r riF F, � I - � �� 11 l,,, , . � � �,,l Alt,,W",�. ", I,�' I I� C1.4 � l.1 l , i �o arala� i7 �,: r I I I I V11 :1, ll� V ll : L� r, �'� _r I!, r__ � � � , , __ __ - 1� - ;I�il' L Lj �� , , - - - , - ,,��=t - - I � �, : �': 'I '' ��­ �-N L ' � ' i, J.I�l :-: , , _­l� �­ r,i , � ,L L � � 7_� Z, I -1 __ - I- �_ - ­ �`­­�:'_ r 11-11C.11T i" 1 r r � r: ��­ , C, ?I T tl�vr :El,,r ['rl ITAi,� UVC�i� tl�­ lil�l,,-,Irl ;Alr,,,AAAr,IiN , F r� ,-, - ,r - I r " - - � P,VV L - ­, I � I I-- ,-:� ­ -�­­ - - ­�011j ,,r ,-1,'­ NirTl, I : , jl,l�',��r, ,, �, Vi'll VI i r'; _ , Tl: ill � F - V­, T . - I � - � lr � � _- - � �_� �I l- � ,,, �, 7 - - - �� � � I l, - I', A-. j� ­ ,_ � , ,rl ' LT , ' rL _ L r, , ,� ' I , � l i l� , ��,!l4l 0i -'�V fifji,��A�� I,V�� I 1:� 11 iul� :,I I lf�: 1 AN 11 I'll, 1 A l, I " I'll M1,111litilfflip UAVt JoRdf, I A1 5AAFTI', *r 1I ItamucT � L ��- �,, m 4 x, ;� :� Y, ,,2111;r,, Ill V!,,!j ltiij�� itrL i,";I,L:I , �,I,, "F CDPALO�l:IAAA 1�1 IAILEJ� Vil'A VIA� LKIL;ul � 701lPAJ ­��j :, 11 I � ri � ,,, , A 11 III , , � N ­'d- _�, l I r 1, i %, �2 %'4 11:1 L I :: ', I t, ' :l � ' I - 'V­�, _�I , 32� : - __ � ,�, �­ , - r ­_ I - � I � ­ - �,_ � �­, A t k I Vi I �lV�� 11 ;: 111 '� 1� ll T i [ I I - - - 1 -� � I , 1-I. - _ aI l ,�, I': r- T �_­ T , 11 ­­ � r� AN I I: V 1: I, I Il rAl: 1,1: �VIIV Itt' ­_. r�l ,I � i: '� , " �'lll C' Ill lt� _ �r I �l,j :� 'IV ; �,�- ,V. : l � r�, I !,it ,­� �. -,, " - 'r-f ,j � , � :� ,, �V , , "r, �t ', $11VUCO 5', t: :Ili I � , " 1, I i: ,, _ _, I r a I i�V I I. � � Ee,i) -mr I l' V 'Vt '�:'ilt' ll'� l �rV t'� ":1 ' _ ",I" l�: ,rji:,:�, �r�'llyl � r:"ll � '�,, ` t I -,,,, ,:;I ,I 1 I'll I 1 I : i I iVl I4: l: i Ir " , l &I ,% I I �ljl,Vlr 'VV lS_,T.P,'1f1 V V11,1411A EN 00 AMXITK,'�' ll WILL 13 14L I 11 , . A�'�, �, ' 1A I- i : , i :' ,III, . 1 � I 1','� " � �. V�4- -,,. ­r"""', �r _ � ­ -, Li ­­ - t-- -- - ill r - ��l � I I _�-' l I_, Vr V: Ir , - I - r - I I ir L'' If i I 'r : l :'r L't �� � ,,�' 'I'lT, "0111 6- Ll Ifi FE�-fl FCI� Twk , UT Ioo� V 1:i: V: ­ ' --- - :1 � it V:Irj,,� � _l, I,i�cll ,,��,;I"- rl� 4 lk, �&Aiall V�V,Vowl To, TK ' T ' ­ L : ,I � � L , r :-�: %i L - ­rl, � , ��"7, "a, - , _� " lr­t AL[PLAI U 'K � ,� '! 1�r- I rl' _' _� �� ., toR ll`ll�11�w I ��_, l :�, r, -r: - ��,F��j l 4 � %�j ;Xol� �,,�, � � % � , � I L ,�_,_�M6 L ' r � � :r, . I ­ �� - ,­'F4 ,i�i_.�"'_ dr� V,:l", . r �'jr,4r I E r . . 11 �_ . �r� - � ­ - - ' , - i- r, '' i , L, It , I VV'r : ir V! ' - I Z ,�. 1 � I� I [I �� �,Vl: IlL Tll� � 1­� ll- �,-I.i�', lR_ ��ME pap-,51131.4 - � -, _r � , f. , � , - - I , - ,� - AIND-141)"N". r' �� � t I I - I 1, - � �­l l� - - r� ' z - _ " L .l 1 f �,IlU ,,��,�, IT Ll-i tr I, I : r - A�vq� � L� , , : [ i ,,: I . , , , � , - - � , ' 'r '� � "o�l 'jIll"rr V,,:- A� .VA: _ - - , I _ r_ - I _ 1 ,4 o _,�a .V� 7,1"'.n : ) Ve, ,� - 'I �. - lf,,F,: L , : ,,V j.: � , l7 '-LE L'llrL VLV 5 �, �tj ' "� _ L - - � ­,]� - , r - L L ;I-F- � 1; 7 � � ­ - I � U"r ­Qr, " � � , air �� - � 4Vil �, CWT Al , , ;1 �. ­1 IN, - � F �l - - .1", - ON - " �7,�'V � I r, 1 T,� I i : � V( ,_ i, I T ­ I! - - ' � r I � �. 1: Ir,,, , I , TAC r � ­ - I - - - ,. _. j :­ , - rjj � 5w . � Q, TV,T ­ I � � � - ]l-, - " L� 4lE­­ �_' 9 __o9- � W�_ ­ I'll,,! r� � ��r_ - � �� � "L� f � r I � - : � ,- � , .- , �� ,,, ,. -� , r � I ­ , - I , li l, ,� r I r 'L 7;�E l. :1 l �,�� i- ill I 11 V t ,l,,-,, r ,r , F 4 p - 7 l, .11 - �­"r _� I " lr'_, -.-" I : - 2 7-1: �, it t �V..Il I`l � r � � 'L � ­1rr,__L V"l-rj, �­­_�!' ll� 1,!­,,­ ,I�VLE i ,F , " :, , r, ,I I Vi I l:j ­Imlf"Ll��,l% 1 - Vl 'If � A , - . _ - 11 ­��i, ­_. jVL - , � � _11�1 _" - it , r�!;Zttl I. : , ,QiTqlA,l lA L, , - �,� " I V� r -r- - , Il ­ 'r C� r V:r .: - I� r - � - " _E __ �_ - � . - , lf r I , �Etaor - ­ - . - - _� , � �' �� '4�� � ""r :,L ­ _a� �1 Ir 1-p! ��%llp_S _fj"Ftt:��Llfl ',�JI I�X�fijt vollill"Ry iNtr9l -one � � �� ;�i­�,;�__--_ - ._­.___j­____ ,­1 ..... . ­ .. . ..... ,_­_­­ll ,,I'll .11­ 1.�..�l-,-..,-.�..",��.�l".....� � 1-1 I � I r , - A "' Ill j,' L� , -r _. _- .A�ll 11L:I , 1', -, . r1Ir IL 0 ENV, N � - � __ I r ­ r - - - - ___ - � I 1 ii , r��E - - I- � - � _­ r . i�: � � � -;L­ . � i F­­ 1,49i�`,ILIV 11 Vtr � �k vw;c ��.,AIIOIAJOQE'10 fl s"Of"if, PANEL . ", = ----.-.--.-.. - . _... -.--.-.,r, mi'" w I IL , � i C " I �: - - - __ � , - 7, FIV � %: :�� � - �; ' - - � - tr.,1 R � C,-_l', �� �, ,, ,r 14 1, �� - ... - --- - ... ­­­ ___­ _­ .1 I � - - - �H�_� - , - � r r r -V I � '� i� l r - l , [ _ _ _ �4 r % � A ��r_, - r 'r T,; Vill� .'�� , I A. lAriAnAtim, ._,__ ­ -_�_ ,- r' 'lU "" 'e _�' � - F- 110N LIK "S LL,C Tj I `R01 Er ' 0OU C T lL Ili ]A 12�AAJV , )) 1:4 �.IL,l ':T�,V- rVIAIRIPI] 111i 11 " I'l L " I ` - jl I .l',`,0I , I I t NN, - I � r- _' _,L - __ � . I - AI2: ' - _' � � A_ Aii � ' �­ qllir­� -­:r-_�,,­5 �ilt':Ul V, t �t V,� � 'I'll" � 1 I , - I , [ I i I � i 1 � r ',�, �q), Z , K , 1� I � -& - , , ".­­r- ",4 , �-, I , ", 1 , ' I r ' ' ___' "L, ' ��� .- VrLL_lTliooa_ ,ril�,,� � LN: r".A Ll rlil� _, _ Vli� - �- --l-'i , �_ , ­ , 1 111.1 III,,,- bVAI0AvA,:1lqll 110 , " ',";Ael L"-' �Il 11-1 Vi 3 i tll i"A i�14 " � �,_ _ 11 -1 I � I " � 4 Vl - ,� l- ; h- �. � � nl�� IL, -,­ - � jl,l: , "'i, ��, Ali4l l -1,75 n , " 1, -, t ,si ., �AVL rAl �, �:A , �Vrl I l :1 l Ill: l�: 'I � !Ai� �;`, I ll��V � I� i , " � - i " , l - , , , L , , - .VLr1r­ i 1 0� - ��' __ i , ,� ..... � I lNAL<AA' �� �� ll : ; I 1�� ir: , Vy� ­ I , i2 �: I _ , �E - ­______ - . ­' rl� 4�� - �', � q"� i . ..... � V` �' � r',�,,�,�r,"o,L".,"�,�,.-�,,-,.,,,,,,,�,'-- -�­,-,-, � '��j�,' L, l� "Aill �, .... � 0 �� ll­� - j �� �, 1 , - - ; ­-, "r """ 'r"" " __ � - I ­ I r I� -, a - ,, � a �, , - - � : IT, , 3 �11 .rl­­tl :�"ZZILIL- �'­,­­ , A It - I �­­l­ " - � . V : , r ------ - � I - . . . - . � - - ­­ -- ---- . - ___ - `Z' %i : - . _ _E l " _____ - - _;Ii ­ �i " aa'_; ­ - , " , ­­­ _....­W . l, I Ull", 7:46 f. R c; i L AR , P j E"]_... �l � I _WQ D IiJ NA�f� T., ` Q DEDIVL5 FOR E, L � INTO _ ,� �K _ ­ - __ ___ ___ __ M I � ­.- - Q_ �, 1: ` , , , , F��l,,,,,q, k,(; illit V � I 7rll : __ �1 �� I! .-r � L ,, �­ L-­`I�, �t 1! ',I : I "it 7 I � I - _____ �l � A Ill , , , 1, N � � -�, �� �­ - I - �_ r �� --- I � � ­ �� :�,- - I i Z I I f - � I �_. I - - - , - _Ti'� I � � I , � - ­ � i - I !I if � � - � - � T I � �, , . : I :,i r li ; ! I ,� I 1 1 -1 - - �., : 'r"'11- �', �l� F 4 I I 1. :1 , � � "Ir"ll l ' _� I � r � N T '! - - � - I F I - tj � 3 - I V �­ :-- -�,, 'A'I � ,!:-r,l . I P, i -.�,, i I V" . k F �o" _C­�,Ll_, I _,�C; .�, _ l rVilit ,�'� l ___"C� � ___ -1 ;� � - . I - - ­.. - . �J , . I I , - ­f it � 11, - i I l f �, , I V, �,, ::,� v i � !�,, , �, All, � " , , , , � _Vl_ - 11 - II4�0kp' q� ili ,si " . It � mi "a ft"ViI CA ve-ziL,1, LI �,4, ./mx � ,,, V i I I ; � I , if ,o � ­ I . L , I - , ­_ I - ­­ ,,, , i , ,_ 11 I ", ­�; - - ____ I � . ..'' . � _..." i i , Vf' . � -- - - .: i ,Al- - 'ViiV . * 12 lll�, D.0 I - __ �� � I , --- .F I � __ - - I __ ,,L�__, IVNII � L': �l - - , � � ,4:����,�� A_ I F ,� �Vl_ � L I 1, " V ' " I � , , ­P 1 " ,f , :I 41 , �, - � � N I I.." 11 ,rr - , - 11 � - I - � - - _� ' Ill - � . Zt 'a - I __ . I - - I 9 I I i I I I il� �L ::, . ,, � '. - � !'.' � mm ,� , �, 41) -1 r � "71i ' . , T "; 'll ��F-- r 11 ,� T I I � ... !� I I A ,I I 4 i , i � �_17 � � 1, Ar . vc Q'. , V� I ,l I Ar� , � �', �� 4�'l-, - i ��]l o,-�_-D. _�� � � � 11L � 41 � � I r i ; 11 � I � - -1 , i "I I � : ,,�VlV77 11 � � 'I'l � - I ­ 1-r - ­.- �, I �, Il 1, A 1, 1 I I I ,,,r " %'i:.�,l,�:Ll'�'Lll: ��' . I i .,� �V.l,l, �i� � - I f � � , � I "�l , 1__ 1 f'. -i 11 ­ -1 11 1� - � r i f � 0- l, ! -, � ; i�,�,, F�ap � 0 F F , , L tV I � ,, I! j r ,I : r, L, i i �,,.�Ail�l AVIO . I I �li , l, t, i LjTL � - - 1: 'h'i V�ll 4VAII1011"i 0 i I I � , ,� � � 9 I � 1"A". itit'l,' *,A, ll , I � I I I V A V i i F Sl�v,If'1I:;1,l VlV i I L!1 I . Fj r , 1 vAll i, Tr ,,w.; 1, I �� t i z rl'tr ­r V lVE � I I l I Zil"'INNIA W* 6SU., . I �- .� - � , � t � - E I , i " � , 1pil r I! I V i , , ; - AM I'm F"a I VMV�00,f,v I 0, 11 IININ MIM, T-n Sil,k,�r ,�� i � - 1 i - 7 1 er . � ; - ::�,7 lr�t L`V "' Clt lr� li'l �d'l � i L� t � 1 ' .%j_';.'�"�_4 'i I I I A- t I I I o t,� �V , , I ___ I � - � � ! �r , r ; i I i I . __ - � I I � r i I I I r i IJ I � �bx : I � i l � � I, r - : I I � ��: L a ,I . ;, . " ,1 ,I 1). . L t` � I � I r � � : , I . I , ��­ 7 I l-,"i A , - - � rill, - ol I! � J lj I , � : a i 1-1 I i 4 � � I r _ r I � t �. . - , I - - _-1. __ - ,�' - ­­­ � "' 1 � ; I _� - : . �1= ��_­­ __ � - �l � ; _� �L f L � " L L, r 'Ie I - l r 'I � �,I,� l � � Ll I - - F I . l I , r I . ­ � -11 ,. I � - ,r t, ,r l r '­L�f I -- � "' ,� �VL I l I r j�l� �� �j r - , �� 7 ; 1 71 - I U"L' LL ' L , T = 'It� � �,!�;" - .. _r 'r - , �r ,� :� � 1 ,!,,r ,I �� L � , l V ,,'­�­T I - lfv MIT11 .. r- . V4. � r , I, ,r , : " r- ___ , ­-­-- I ­­_ -1-1 . t i--- __ � r . - ­­­� . � i 4 14 1, I � : 2� 2ilV At'l"O - - � �X_ III ,-"4'1 � � k r ] � � I � tL�j it ­�All;ll I I � ,l� l jV-, � N 1) I - - - F � , - F�q�o_� �op r - : I I I 1� � " Al "'Ir- "', I r � ,,, I VA�� ,�t L . - 1 '!rlp � � 11 ll� ll�l L� ; ­- � , �-L]i.- I v1V l I l , V - I . � L - �___ ­ �­_--­­­ 11 1� I 11 1 , 'A IQ- i i � � t i l I � - �_ o- - - , I - - I- I I L�.lf I. ll�t4'(;� ­ A,,'I"'la -'--'I-' P­L4�1-_- � R LL tUt= DVL-KQJ'NT INK'i, _4111-1-1, I %it , - AlIERIMI-At"12M �,r' �., I � - -W-11F,., 51`­LXL� Vzi­�, �,", L iff - I -, W "'I"", "I " )"�­­ ­-1 ,Z_ 4 ALL ' � " , - ­­­_ __ __ � __ _ - 'L ,' L - ­�­ 114 � , - ­­­ . ­­ ----- ­ - ­ - I'll- f ; V , � ", �'�,� I , ) I �, , A S , , � � I ,A, L ,I ' [ zr I - , <, , , � , t, ml i� � it t���,,�F��,ill.Q&.IIAMLIL�iw��l-_� i l� - - - � � T ,], Lo, _,____�_ i - I - � � I - I � o , " '7A z , . 44IP-- - W_ - a _r - � I - ­L!�LL]' '"I L - ­,rra rt.4; '. '"�AqVj I�L�IfLle ?��%j!2t,`1AVtLA0Iy_AL ImAmill If I I i 17,­ ill _,5, 1: l"�r _V: �� V V 41 , 7�1 _ ,�,N I r, I, jV� F' ­__, " _ ill: r A' � ­ - I 'r ,4' t,- ­ ­ i ­ - � - - ­_­______..__ It i � till, �, . � 1 _. 11-- �aal �� - 4 ' - - ­­_... ­ 9 Ii II)TVl dc EII 6fc L' I � � - - . r 1_� ,r, rl �:,�,.,,,� a`Ol-l- �, , �) 1,t�', Vit�, �, .-=r,-!- . � . . �, �- - �, I l - , L'L i N' C 1 14 UGE 01',11404M S'Pln milis Pon � � 9 Ir �'elmeititr IN i0ill ll� r F� � I - . I p l � iVl� it ll�i C � 1: � �r,'W: 's �L-[ '�P�r.l�_ - 4 � ,§ i - ,'A l � "I _7 , il 1 , 4LL _ �� ll . I 2 �1­ ­_ _;;= 1, -=-- 4 Zw­ I ' - -'----- L - - - -- -­�­­­­--j­��l i� im� �,lt L -ttialtl 1 - 2 ,-s I , , � t � '4"lli 1A. _� " r - ". I'j Ii i,I,L it ,' ­ - 4 I pc!!�l i P "I 1 _ l ���; ll� � 2 _ x .1 I � , , - : I l_'tl'FlV '­­ - �', �;_ � - �`lr V­ ­ 3 I - ,! � r a � I , 0 �i lj�l `,�,Vl`,,Vl - , - ti: � i- - - L � r . ' . HILIECOsw 1 vPNENAp i(XOM PROTLECTION PROIDUcTs, LLCA `A`�Z _____ __ - 7., , ­.� ___ � A"C�t � � l.-l� - 501lj� ,r 11 - _7� r � � � l�� v- , `�_ I , , �� ,IF , T `6�, Al,�, l-,-1 -,,,-,,:,, f - ­n ­,-ii�F&,-------- ., � lata I'l, ,'I saAl 1 . - - ;-� � - V, �,," I � "I � i `� i;_lLif VVV� A mi ,si- -1 �`tt' -, � - �_,­" �`V` I- - ci n ji�'. , t , ­­ '­ ­­­ ­ , .. ­11T T1 ­ r ­­­­r- � ­ 11-111-1111-1-J i`;e`ll1.9­0`l � fl�­ l ­, il li ill - - � � lir� ­­ I % m--fi'5 I'VK-�- ("4)iiWit- iS-5, XLto fallo-ai -, � i I ____ _­__ - ? - I a4;­ � �Ltl � ., - L T f - ­t­ � :A,V ..... "A I'll VIA A, L'Ur :, 111:i � L __ __ - ­ ­A VaIA.IWN IN � 4, " ll�W � - 1­iL-L q­­­ . - �7 , .._AE!Ikm__ , ­­ ­­ _­ - ­11. ­­­ - - .. .. . . I .- - _. - _... � ---- ------- -- - � . .----- - - . . .. - - . .. . ­­1 -­­11 � ­__ _ � .V:A�,U,� � I�_L_V.�2.� ­ ..­­­J.­ ,--- - �=L­­Il! ... ,1 _+l a) (D C_ U) -0 Ill > a) -i.-It (D C> -= 1 = _0 L_ (D L_ CL �= 0 a) CL , 0 1_ = cz -0 0- It - 6) ,-'--' �; a) (1) = a) =3 -0 , C13 Q - m . - Cf) 0 C:) .- -0 = 0 L_ 1= ., I � = L_ 0 a) �3: c = �-__ ­r 0 1 1 _ m C) �_§.Ila CU ,.I,.- 0 CU > ."n -0 - E O" Cn (D " a) R 0- .- = U) CU 0 cia _fl 0- F- Ilm ��_ U) < 7.7 u I . 'A IF r _ . I . r I I L 0 8 m3 I � .. , . . J : ' L r L . , ' " " � �i , ' I ? r ' " r I' r v d 'r � � � 7t dition ' ' � 60 11�"' ' L 1, �11 � I I ,: :1 �t � -1 I '� 11 it . , �It � l .� " I I � , � r j L � � '� , I I � � )i cnli -f-I " CD ­ a) (D .= 1 r, U) -+-I = M > 0 I- 0- � o- wl I < I 0 (D' = c -0 0 L_ !r cu'. 0- 0! (D m ��, (n " ,,, �;� M "!', (n il =3 LU �1� m I i,4� < ;z z iL < I __j . I 0- ! � , . SHEET NO. SH� � 1, 3IIIIIIIIIIIIIIIIIIIIIIII �., , , l � .--- --.--- ___ ____ ___ ___ ----�-��-�,.--------,--��.--��-- - ;,ND CLOSURES DETAILS F���IALLAD-QN,,A�-,PDALRED-�Z(2N-C-RE-TL I ! C Il'l -Y � �� I �,QNJC_�___O CK OR W00 STRUCTURES, -ALID.-F-GR- " LAR-Ln, - 5AE X &... .E=Z -, A Q__J51_QLR..fAff.L_0f1 SYS EM I I �_ - .: , �j 11 tLL._� (' ; � I- -1 ­­4 ` "'I'll I PDLWD Co"CAl X11 0 C,;7 1 oo-zil `�,� , �", ,,�o toxick CIA 2' . 3' � AoV Man I- - 1 � 1 7'.4, wom Foll om-TG Al Cw� ft-Al. - - �`111"',` - 5, w__1 (4) & 00 REQLAI'm I - , It AKIEE eflik" 1/,�f . .. :V.- - - I ' L.�' .- - 2 I/r.. ww000, -;l - I - ,� Powel clowesem -_-Aw-� - - I I, fj ) m., --I, . ELK% QR ;l .0-10 �Rl - Pouil UmmUl . _� ­�> I I /A'* . 7:1 I wN.-Hw-- ­ m . 11 2 1/2, i . comocam- F-mm W­�', ANCHOR 1 3-1!'4N!eil " '.1, _1� ,,-I-,,- � L­- 14H, _�� 4��_, I I i I ­ r-1, 1110400 I / �',t, 11R(A � �_ , " : "vjmw " - I .'., /---\ --,--�. - .1 I k I "' _..�.' -,,,Ji�,_, ,4-� I �__ 1, ,/,v � I �� — _1 alRIA .... ...... N 411� , �, .1 - I/ � x .r7 ` , ` - 1. -T- - " a _��/.-* I V*- - : . '. ., - "",�� _' /�fl �"4' - , , I �LIL_ j 11_-, [Arr000l-ot tILE loul-m- . 1) N-.--/' - - "A"/1'O" AO" , ,,, .c; I %, _ 2'. 2: � m, I I /� __ .=: - , '�". � I ,I �1� /, 1, , 6 I �' o1a I , om . , I , 1, � 5 , m cm , - I 11 R , Al ANGLE OR "L _ I 'L ,� $1 MI- fill L <Uff �� � �r I s I I P 0W 3,05l SffE7 P� WoNo4m. c&.cww r m 412 � ­7­1 - - - � -71-r-7- ! , I- !I IRTA AUlu li PLATE �. Kock, OR ro" otwo tV-11- � I e 1- , , __ If, Rol P11127 i � � 2- �_ oll;�` , I � 31o%� 11 � . T I �, 11 I'll % AIA. ­1 '. ­ I � �,�I, I �� � - "I", ILI / I AUft Lmm 1 ol , It., " , - - _.�, _­"______,..,=___j Mail CA11111 , "�11 I I 1_ ,�"e,7 lF., . ow 1� � 0I � '472" a 12, O-c- �1#ml ao W3-ro Awi, � wl.wrool; C.111I A- ANGLE I - CASE -A -LP -LAW CASE B �'FL&W CASE Q (FIANI CASE _D (FLANI . SME 1/4'-1* zmx 1/�'­' smj 1/4'. I' SCALE I,'. --!- I I E�- 517. �R cA.A­ �J_ - Iv, I I . I i ', I �� M IQLCQ PAkIl . rawksE lo Am - L : 11- \ I -, 3 a 0 jg OR =V;.";'- W GR ­- I_tx , - I � �� _c_� no 2'.4* owe, sm OF le'lodo" _-zlimu V.m ol "r- =%" 1� .: vmigs I FRWI! ItCoUllooll as APPILKARIF -0 & ,,I - V-c avall roll � � -5� MR, -I I (4D & P, __ __ ___ Qv9AGAF BrIVIA; �11 ih 1 - I Fifteer, 4 1 � 11 I � -T -1 I evexen eomnH) I , - coNCRIX coleCilm PowlaRS; , I �: ,- I.. , 1� .1 _ : I 11; P,mK 11 :: _ I - woex am 71.41 ol � , , , 1. REOLHIRLD � . , . !,� �� I 1- 11 -.- F 7 I., .1 _.;�_ � I . i 3 1 -,, - - a. � ` r, " �' i I I I .:I- ­ �,��!, - - --I'-,--- . I ,�� I ��r:, t ,r" ',;,', : I 1:11 - ' I - ­ - - '�" , -j , I ""' I __ ' - 4' � A,_,.--.- I ," ffl�f; ORI \ , �� I I oAlt"51 111111 _1� , 1%, 1: i / / " www/AwKeliule'er'. I I � I , ,j _ � fil FL&Y n1o"Ors A -.0 � I . 5 ific" � III : I 1. - wu (I <�r � Pftfl]W` I A - If 0 DISIAhl 1_w�7 .1-17 �7_ - - I Eimdlm� : ,,- " - I", I 11 1 J­ �Ilr� 'I,- � _$1. � � .-1, -11 I , . � -1 / / I - 1 �_ . � I " - '� " ; -- "'.. ­\ - ____ -__ - - - - - - 1. - j . , - 2 " � J, CaEALMWN - � / � 'r It,go oft, jam 1.14.4 ... ;L',.-A, . 9 ,­ I/ / w1I /'�';XYIL "' 7'/Q,�%P I I =. � .�'. . � .H \� - IA-Z VILM, I it _ ,14 I � % , *' ­­­ -." It. . I L - / � �, " � INISTALLATiM OILY & \_ A� VAI FDA DOW WUNT � - 1 .'- _�' , �4r� , . � C F j .�. gl, -�,- )�) It INALLS I g 'r ., S C'EfIll PANEL iW&IATON AT W1 z .1 � t f : fill 44167 ". 1 ull 117vul "AtIA"Itl wmiN 3/4' z A, I * : . -, . * zz P vatoo0l.ir H�. -_ , FLORIDA SILILDIING CODE (Non Ill an* z9ho)] : - -. , I - �- , I CASE, L .tELI f,ll - F (F Til w_ � � & � 2 24 I GkVANiND $7EEL STI PANEL 11 SCALE 1/4"- I' SCALE 1/4"�I' ___ '-. I . ,. I � �­ :..*, - - i - � 1 1 - - `L- �, - ,�� 4LIGBAL MOTECTION PRODUCTS, LLC. / 11LIEC - � Om, � � .A" - - - � 11,10C 91 111111I I. w- 0 � a Cer1=1 am. N. m'. W� ,_ , , r N'. mo, - e. , A*v - L �, - It" ­_ - ..L.­� I - t.u)fto.7%-4, om f-&-Wt-lps? m- - -"5 1 _H_ - 1 ;ft � - � _-La � !, -,;"-E _7Aw-=zW_1q___ we �'It CA -tow" �­" - I !t Im. I i;--" .. - - I L i� __ - __ � - - ----- ��.�------��.��.�---�'-�.-.1-�L.I ­ .­­ ­-J-111 ... ��_ m IL 2`1 [:___---� . Mmj lu!�!Lull*.IltlzzTjip-wll;R"P,Lfdg - � ilKelsismiu* Zg1lum,�K's-41 �,, ;Lquojiw� - !�__ SQUOULE FOR UIRARR M W-TANEL INSIALIi INIQ M=Q SIRUCTUR : (VAUD OPA.Y FOR Poll (1) INSTALLATIOKS AS PER ALTERMlDII IW T14RU 41l ON SHEETS 6 & 7) - - __ - - ..-;; MAX A.S D,: : - ------- .­_.­­�,_____ MAXIIIII&IM ANCHORS SPACIP4 FON L0. - AS Sl ON SHMS 6 A 7 — A LICA LE " 6 ,,��,� _-, NIAXIMILM LICS11W I PAtUSURIE TO `o`""`""�­' PANE, LDI ____ - RATING 1APGO0 I SCREW PANELMATE PALICUAill, WOoo BUS,W 4= 'V (ol FIEVALIE 10 PLUS a you � I 1 13, 1.31 13, Ir Ir __ Iwr (TOP) _-, -1 W : 13- 13, - 13r %3, low (worm) 1 6 Ile 6_�/_Z- 5 1/r - ___ III of 1/2" Too ITIOP) , - ___ - __ - L I— - .I- - - - - - ____L -1 �1___Ae,_ - (WIT-1) - -I 51-e Cook Lm __ ... e ­­­ W __.!!L1�.17.______ of. III IF - - CIT) ­ I, -,- - &I _r__ " ­­­­ Ir or - - MOTTI I_ - I - 1-1'_ ___w___ - �1_ i -, !, Itop) I ­_­_ 445,-45 __J4=___ IN' _,__ i qr _,­­_rr 13* - is- - It, MOIRA,) OR Lm - 11� 1 ir 1Y �-- ­­_ A ... _�V­ - 1 ,,, . -4 1,,i,:r ____ - W (I'l _. - - - __ - 1­__-_ Ir 1 13, IY TY E , ,IN IPIPI11CMI I ­_ . V - � _ , A, ,/2' .. ---­_­­­­­­__ 1 -,- - 0 I/r = C I/?' _.. zw '56� ���"� - - - - __ __ _!�� 6 1/4, - - Ti.-,L, - - ,_ ... � 11 I ­­­­. Iolool � � ". 1. -0. ­ - __ 41�_ - _ 4- __.. - __ 6 1/2* _ _ 6 I"Ir, 1 ,-. Illof Im 11 d,-4- ­ f/2= _­­ ­ ol, .,/2, � . - I . - __ _SROP! - (emimmit! I - L ­­;T- � , ___ � � - __o_,fim__,___ , _. ­ �i � ­_­­_,_­­`_____, _,____­_­___ . tr - e - -1 __fA2�' ­i - _:�. ___ - ow OEP) I "' __ ...- ­­-J" T3________T3F_ is' 'Ir Lo (i_lo) __ ­ � - . � - __ - __ * f-*Iltzmp-lli;wtm-�lm��mi-,�-,WLI,a.-J&llL,.Oalz&:un : -- MI All wM100 - mpgj;�_m UFO k MAIZ�WVJI " I ". k54. mAnKm ""Oft SeNciffloo FOR r 0. ,- AS SHMN ON ;���­ a & 7 ­_ 10,1111.1410I I'D &TUMAI __,___,� I I VAX* I I'l, 7.115,io, ! DM*I@ I PAMME ___ - _____ RATING EAFWN : III SCREW P"Ell PANDNAM ��W= W,w sus"Mos =%,Y, C 1 I PEM� 'a PLUS .___ "P III L __ ol i __ __ ____ _ - - ­ _ n. ir ". - --- w-(,60) __ -- I ____._.__.oy­__­ Ir 11' _Ir __ 'y - 13, ,� tor (goirruill - -- 6 1/2- ­­ 6 112* ­­­-L.- r, I/V 6 I/7' -- 5 1/1- -- 2q COP) I � __ - - - __-� �/ ye 712 il - 6 - T1-4- - W �l V-e I 11 __ r ___ __ _? 'R I Lm : --------.-.-- 7 '12, - - ". __ :�; 1 i - ___ k (To', , __... _ � Vr - ____._1_.._ 1. __ V, - _- ", - -"-- ___ - - - L -,.,- _7 iw- rz -1 3 � __ --- - I Z'_ --- - - -V -_ i Z. �w I __ - ­0� -45 Ty _ - _ - 14, __T::�:_l LY ___ . I.- 1 3 I TV .7% -7n$ Ir , V __AL___ 13' ___.___ir_____j - i . Ir � - ---- -- , - -1 to' ­ 11 .... .. ­­ - iw I ­ . � i i I r I-- ly., I�j­­ 6 ye To fole, j k� �� � s 9 liz, �_-_ It fly ­ 6 1,12'� __ -.1.- � A, , ,12- :�..­, _i77 ii...­ ­ 1­1 TV) I I - 1----f,;5'­--­­iw-� I - - .. .. __ - - __ 0 _11­ 2/1L __1 '112. __ --'I----- -`- 1 - �-'.,'2' � . _ ­­ . � 112- . ­­­ . r, 1/4, ­1L _-, -, __ I-- 'No �Rajf';J­ � , . ... 'IH1'1lqi:�.)_ � � , '- . on r O' tj �10,5 � 1-- ­­­­­ E� I'.---- 5 1,11%11, !r­.. _1 � , - - I - �I! PM11M r - ----- ­­- T Y t— ­­ L ­ � 12 .. . I ------ -1. 3:5 . _­ __ _ _14- 1 iw . ­­ § 5 , ;i� 4w vir) - , ­­­ __ I *1 3' ­ - ' 13, ___ '- ­ ' ' -- - � ­[ - - 13' _ - --­­­­.­_ ., 1. I E to LLL-i- 'i � _W Na .._____.___g_ SEE TAI fl FOR MAI DMGN LDADS & X. PA LENGTHS 04B SPACER Ii'l I I 4a., ��DWG ONLY M ALTFNel 2W ON SHEET 6 ._ � ________j TABLE it A Al DESIGN LO EL 40 PSP OR LESS t 6,-e' > 40 PSF TO 50 I - =�_t,l LLLO �mll � ID 60 PSF 5'- � I � I . �� ,] 11 - A MAX, PANEL LFNIGEHS ARE ONLY VAIi D 70V fr,cS,TkJ.AT0NS W/ PANEL NATE F MAJIX 0 OR PAPA-L MATE Ejjj�r , , �R , I, Aholm & ,w § �,,Kwu!�",;k T:, z' O', , A INUALLool 12LIAILS EQR 11EE EEIX eANELLr4V" OR �CO I/ +/--� IAPI - "" AN I ZW�- ANC -Col a fe, 0.0 _9=w". 3,,,',�'A, CONCRIVE OL= - lf� C0"lCK7F Il ,� f� , 0­�,, ,- , .'�� . . . . . . REumoo , I wouma� `11 11.1 , , ., �A'�' 5 - - , F � .,�� ,; � I �4'1� , -.1 __4 , -- �2 , ,,�-, I 4) - -) 4 ---4-. 3 �� " ,j 4 1, i/2' , 91 I/K_L I t/41, I i f, � � 114- " LF7t7-fl ­x - � 11 f � , �.,, _r� � _ __ - -- ­­", III " . 11" I . ED# -, I I . :� if I -, �,: l , I, 0 : �,.__ `1"% iwiriio Z.-I-11-1. 1 04 I . - 't =5 I �, 1 7-., 1 . Ij - ! 11 I I �, to � I I 'll Al 'Aw- LbcTH -I _ - .i 5 �__ I- - I ELEmcoom . I I " i oh, r'll T2) r-SEPAII - : To 5LASS : t A � :� ,,,, r�.� ­ �­ 'j�,;� , r,,,,,,,�,�,,, �� '. I ":�, ,�, _�, ., '� � � - _<D V1 �,�, � ` E LT * - 1" - txwfwa Poupla � I �, =eRLIE OA � �, , � I:� � f fo ��, CIRIFil Iel 11 11 I'�i qLal �REO � :� 1, Ilr 141 1'r " "] �L[ �:, I�`L I . � ��"::o ,���,,f" � �i �, ,:;", I :': 1/4-f PAN - '. 1 jj�Ls N4l 9 12 ol �6 a m 111HEM Is III If FDA Awlaw nm At 94041 FOR INIPIALIA1111M loll ill= FAII 11NIURMITIL MWOUL" AND" wVZI1 `­_ .03E­ E= DwAl AM floolloAllot ON Tl 5CHfitEME_ -A f I UM VH5W socAlm Do NO.M.-T MI _NQR SPA;t"4 Ity "Tftym SPAC" N.D" 0. Seoul Iff Oft fOL� F�Clll Role Me& OFBW214 Tot M POSIMILF ASUM SP14.11I OOTA.MD blil :Al koT K 0= POW howill gww WICATM "'Pon "I .AD" Tyr; III INS scootat" � 1/4' . Am" tot 'Yk7t, - 1XVINE, ___ - - PANal pkl&.. __ __ �� il . No" offivelow RM4 - ! .... I ._______ � li;� fel i __ 3-- buit"Nii __;­_­ "' ; _7:� m � ") VA" _.nt - . ...... ... I ii,Y.. .__ , � - � Ktm , ".1 __ � - _-, VC., ­ - __ _-4-2- I ofi, - � t� I— _1 __ j�_­_ - - � _G!m -] - ,.imii I ____ - 3 ,L2, _ - - � 9 " T =1 I It . - - 0 . ff = I'*"- "I'XiI f _.- 6, - PANEL 'UNGTH 'Som ELEVAIll .I I - i ON S�4_Ffl 123 , � F �Wr-,, �', ,, � 1", I I , '. ,� , F r ,, t III V ,:::: J orlsw Paull - !,*_�-:, : � � I ` 1.0"Cel OR , i � " fi , _ CCI I I , ,�%� I � , , , of� _��,1�3: I�101100 P�L;fww, , I I ''A", , � him''I 1� � 111111" .:�� ��iii, ... L. ­1 , ". ,�', __ � li, �,�� 1� , , �,Ae I - ': � , 1 114,0 R*U,UxTE �= -- � I I � - le, a , I L__& ANCHOR 01EYwx) EE WALL MQUM9S $CAI 1/8-1, CODE MAXkV", . I . ._% ,,_Q�9XMPA_FR9jWRL.?AWj2 &-m.0 A .. ��_" _ANQQ&_$P,A9wk_5!Q� m_F19 11QRw....PAHEL.`L1 ..f,QNOLU-rALi-CQHUM--B�.=-K.-;SIR,�,�PMEB. V�ilikl 110, OIKA.Y FOR PAI 0 INV40TONS AS in'ER Sl DN s I TiII 45, CN SHEM 4 & 5) . __ MAX, 115 D .- _"­______ __ ", _____ mmum Aw=wlm, 5- lt,G LOP mu ILE, PER SCAMAME BELOW 4T­ A Rt"�'ELr " I'D SUCTIO045 __ HAXIMUM HAK, AS�[% A, - "Coal ANCHORS SPACING FOR WIN Ill PER SCHUMI-Ef -_ o Hiiiiiiiii! iiiiiiiii! iiiiiiiiiiiiiiiiiiiiw4444444444444444444 iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii! iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii! AAPI Cwl "I ____ __ ,AXAl etwR, PACSSUPC PAMP all '" ll�n PRMSVRE WIFI4 (NI PANEL oJENCT. TAPOON Sow-RI-1 PANELMATF 7_`��=,__�ATF - III ZAMAC-RAl ­­ I CALK-01 __ I.H.. __. TARX-W ' R0 9 PARIELAIATE � Ill go PAN ___r_ -.Llk . CAI . R&TAtis (P,v) I (fk � i RAIING (Pt I.) I I 17M,W . I (" 0 � � I � , . � ; -Cln. 1 � i, I.I.&I molot �.� - to I LI L�,:�--- r RN OkKAM - "T� No Nyoolel III _-ii oue:sm f m _m 00.,=.,�a& " ­__ in - ea '4) lool Mm- ­1 �. ,V 1 Ir - - I'll I IV , TV' 1_11� , ly ,_��_ - __r - �__ __ ly � 13- ­ - ;;7 , 'TOP, --- - I - --L�-- -, 1 -_ � 1, . y 5 - ,�y 1 13' ly I -_ il. I 1,1' ;I I tjz- I 1- � �_ - I I (TOP) _­­1 -71 :n - '13- ; --.-,. � _­ � - IV -I!, � IV ly IV IV __ ______11, 13 . � -,-...-, i ! 5 . - - 'll � Ir , ,I 5' lY tz; I 3 Y � i I (00r,cm �!- I I ly - 1 I- 'r 'r 1 'I,)- �, 1 f/2, - - . , �qmow) 3-", -- , - , �;- " - , _i; _ I., 2 -1 -, . - . -13. � ,� 1 it�' � 'Y - , __ 4 - �� — _ - ___ -...-.-- ' - - - Q _- ' - `1 ' 13, ! 1� - . - M 11, 33'- 13' TY -,-- - . 13' - 1� -7�: �, -- 2 pI j--4-1� --- - _ - - ; : or 2 ;­ �uow) . ty 13, �y I I y - " - - - 137 . 1 ". __ , , I io I -7,r-4-!E­ " & 1�' ,3 . - _L____ff_J__1-.1�L_ I- 'Y - - ll 1� I _11F i- r - � - - ­. 7� t37 i - 2 (Top) __ . ­ , I !37 :11 112 ty - ___ 2 (110"olo) 11 . � L' ­�:�_"_ I - lx� 1 1�5' , - �: I 13, 43' � _1��,_L_�L____I?�_ _23:_ -1 7 -1 7? 1 T-2, 1 �_/,- �2- If 1�.- P �/4, I? ! is, � ly - I - � ., I V` �M_ - 6 ,.�4'; R It"., 3 CILDFrOW - T'. L- OR _ ur - 9 13' _­ _­ I - � - - - � --u, I/ 1 . -!�- :2-!-- I ly 6 ,14* [ 1�5 . Ti. liil�:_ [ 4 4� I/7-t,-, - - - L` ,_!�-,: - 1S= - - ­ �r Lj: --- r-' -j/Z ,/7, - � - 5 1�4-�G 1�4 i Lj__) - I (3070M) a'-e* OR I - __ - - . a ___ - - - � �' _1 _ _______ ..._1 _­ ­­ � �- , _1�r!, fi" �_ Y... ­­Pi�­-��-- � 8' 6- ' - . - - - . ­ - __-__.� I 6- _i;�_ .., - I - - . --ii ....... � I , il2i �_tmmi__ _c _77 -_ ­ _____ ---:-- I LL", -.1111- ____ - a- E �Z2­ F 3 1. 8, ii ? I/2' --r- al _ , " - - - _: , fr IF a- I 6- .- �__�� ___­__ - � 1/2' i - - - -T-6P7)___ , 0. � 0, 1 - � E= � , - �� , - � -- ­ -�- rt I a . , - _ �-�'. - A, i , w'-wi ,-:--- - - _t7 - -I 1 . - -, - --!7 - - - C, . � : � - �' I � [ - r - - a - Irl -_ l A Ill - - - I � I i � � � � - I �� I 1_,. � `V 1." ��3' � d , �;� � , I i I � - _� 1 , 1� �' -_ � I , r �3 , --'I- � __ ; ­ ­ - - -- I ­ ,� 3' , r 1 1Y ��_ I 3, f I ,- , _ - � - -_ , - $il ­,i`_1­6�� 1�7 I '11 � 11. T-.--, , �. . I ' I � -1 , 3. , �i�� � I I � I I �11 I � 3i, _� , r- I ia� ., i,., I - I Pl,�f, - -- - I r , f .-r- - � 0'm7l:'1119 � - �_ - ,r I - , -) I 6. lior. -_ - fz� .. 1 Tr i3 'I � 11 - � - I - - I - 'S, � 7 r -S, 4 1 V __ - -� - ­ ______ - 3 I ,' I I 1;� 4 IK 13, 4 If I ,V - �_ S I �` . iT, if* 1 I _, ., . ,� ! 13, I -I , _. _ . 13i , � , I- � - !; - -­ ---r - � f�- . � � IN- 1 � % Ir , q s ?ql, . - - 11 �, . I., �3, IS I I q 11 4 , /?. I I . - , _ (1=10w! _ 5 11TOP9 "51 -, 6 OR � � � - � , - , � _F , i �_,e � " %, e L. , 4 1/, Tpi,', L I -_ -_ ,_.L_�._ . - .�. - �. . - I 1 � ­ - �­1­1­1.111 1111­111­�� , � � � , - i� l 11 �1, , L.i. _�_"_ !,-:;---)-- �_ ­ .1. - , ��F2- � ____._. �� 116", . 1 N P - _ � --- - _j ------ - _ - tr 14-� 0 tjl'� I __ - ­_ _� i"l] �, - 9 1/4' , I 5 _414' 1r'V`__ I- -_ __4 � ___ 'IZI I � , - � _. ­ � - __ -1 � . , a V A ___" � , I _-`__� -_ � - L_ � " t ,!� � � - .. � .. � , 11 m I Fill ril, I, . 1 I I Is' � 5" - I � -4-- - I ­­ 1. ��' , $V ; 5 Q "2'i �=3 ­ I ,y- f t. � � ____ � - _- ­ ­ ­' _­­­ - ___1 �� : V2 0� � "' - 13- I- 2- - 2-1/2 ­,--i;�- - - �� %Iqp: I 1/2 , - '' ' -I---- la� q, . '12 . T ___ L, I2- A ,UE' . � I— - ­ � - - _____ - 1 _- Lr - T' 1 A U� [ -- m - � - L - - - Ii Nll� - OR rM� � - �' � _" W_ _ � - r � , _­ � '��' �'­ ���'l _.L___. -r - - _ . , J, , _Ll- " i 11 Y?, i �9:_. . !.f, - � ��,__L_10:_ , ,--- �ff 1/2" 91 - F_ = 'a - -1 - _ I � � _ ___ - � - � , - � I I .-- 4� __'�, � I ' "I n, %,�!: ­ r I I`F�P) I - - . - '� tenITON) , - � ­­ r .I,n . ll� " 21 �. I r 7I I, I ,11 .�� . - - �­ __1 ­ - _­_­ _7' _� _,�� ­ ll �,!:. j -__.L " , �� 9 �/2 IS. 0 ,__!�, __ __ ____ _____ '--L- ' 1/2 I �, 1/2 �i­il �l r � � T ____­ ---,T.--- t 3- � -12- 2 (I OP) --;;- T�-;;72-- -iT&�:Ti.,, _ j ___ 'r I,' � - - , r �- -� F, �� 7L 17i�! _7�T__ �x , . .­._____ - ­ - ­ -i t. r ­ __ ­­­ !f! 1/2, - ___ I 10� --I y_ 33- ­­ to 11r E V7, a 2- -ir. . in. 1- - _� _Y_ _15 - . ! 'u- � I r t� ..f 1 uN, � 1,12, - - _ - � 00PI ­ I � - - '. wl __ -.---- . __!_J:­�. . ly � - I- T� _ r.. - I _ . J, . .�%* [ I, r i .13 i�� 'y � 9 1/? � __ , - _z;Y4_ 11111 -­ I— - __ -1- - ; ;,6�12 It ,/��. !, i , ­9 , , i '__4_: !Z1'.lL 21�4_,, 121/_Ki��­­­­­ It I �2i 1 4 �1_ - - __,- - I - - _17�_, Y-K 3 2m - . ­ �_- ., 3 .11I I �- " �l ij I � "I-L � - �, __ � �f� � 13, r i --- :_ -,y - 1 4/2� -2 1 ��":2 -;L7,� - ff� -- -----,.. _. - 1�' 6 1/4&! L!W -_ I 1/4' � i�7 - �� - 1 , I/?'IT2 . - le- - - __, _,_!"_j �L3_,. 'Liuz�,_' - 19 -.,4-16 1/4' � i 1�� I �,i!)n_._ fe011 1 ( ) -0 w � TO .- �� ,. __ , . ____�__�, . ,.-, j__ � - 8' ;5 ;,12-L r 5 In- E, I ., t - . 11/2"! r - ____ - - V, � � m �� I It, It a �- i� 37 r- T � . 44 -, __ -.--"-. 7.---! - .- L ,-- _ -; --- 0 - t-r--- - --j.-,j---_ ___ i -fil --- 4� - 1 .n,; I* - _ I, �2_ :/� � , - _____ 4 fill . l "; .- e . 5. - ---.- r -,. _­_ of- i - , I - i a- - I 0- � - 1112, f - . _ - __ ___ - I 712- i - . I arm, - � -w! __ 1IL-i -___ - 4' � __ � - -1 ;: _T I � - , - a' --.-- ,2. - - ; - -� I, , - .- �, /E - � E .. - , � - - - - - - 1�� ___ f_­ . - �� ___��_ .Ti I or Er � - 'i 1 ,,/2" .- � - 0 1/2, IS' IV I - a t/7-1 'Y I I . to ,/2_r__I 1-2- _r , a 1/21, I-' � i IY I _:1 1� �um ---E- I, 56 I I A 1/r 1 u __ � i�y � ir ­ 3 ii� - - ___T;_21a­11ii �i V5, � 13' 1 ­ 13, I! , No' I - i - I, IV . i-_ . � i �1- �* �/�� 'OL � i -,- ,0' I Il- :� � 1 -3- 1C f/2' j - ' 7- _ !�� � �. � - ily � 1 __ - fi 1/2, S I 2.J.- r ompl 1--__ -11 im- I , A - _� - - � i� a I - r-1-8 2 I __ --- _ - --I 'r - � - --E , � - - ��_l il� t If", --- - - - - ___._­1=7�­�� IY -!* Tf2j T1 I - ___ __ - - � - - 't - - = - - - - � �_ ! -zz ­ll, F__ � 1 �f - i . 1/. - il �a I ­_ - - - - I � � _L _�,, ,_ � ­.. - � a I -, -6 I/. - ­ - � ­ � ­., ­_ - -- ! - 6 !/A- -.- I - imul b --.-.--.— __ ____­.,___ - I RAIGLE JRJ PANEL, SEE: letm I I , DA ilho:iHKAM t4n & 9WIH9, FOR ,14TTAl AITO OWD FMME INRIXNEE� . � ALS.D. DMN LOAD LE1099 � - wdlftw Opew* 001:11livi, *4i ­U . L � , - , D�E ARE �_VTED ON Ptf; -Zwovof, FOR ED i I,.- . ­_ UU f,wq NIPEA11T.111 T'N Wr,'Il IUXK� ,��<r­,R 1_UQ.1 W �FILIRPLYWS %P%Z*Q SHOWN IEN i 40 PSF OR I 6 -a- %Cw, Dow W t1lo I IN �0111m I', m IN PLI NEMM SMAII0 , rk�I(A;, krol ,i,� wmvou 9HAP0 ",.G o rAC7,0, O121. "In III U$6 ",q��,, w,upw 5I 141I oftor bACH AhCHOR P,� � � __Lt_H" XWPIAA ----------- - I > 40 I 10 50 PISF 5'-2� 1 Ile. qe.. ,/.,. It.,. .,(O� � L­ � , AW>M'"K UIUI� - __ � Y" "MI.Wir moumn � - > SO I 10 E0 P9 5,_ 1 G, I -1 --.---- _ 1 ��L Amis _.N�,. =­"� _==_ I , I oowm AN>" SP)Z*K C-_� . 1 1 3 � a 'r.- ; ,,� 'THIS AP -1 __ __ . A MAN � PANEL LENG IE 0 Vk10 FOR AIST S __ - wl s0to -SET , - XONI'mm i.l � Y I 3 q�- � i . SS -Al Xr 12 1I D�C� .4makm "I" � ­j­/1 -, - r ..... . ­­ l M,AwUlel 6*�uw�._'­_;_ I . � W� 3"T 50,11,0004u," - 4 rtz ""' � Am" I mol ml FAII - __ ±L] X-"�Y`!.�� �/ _____ ___ - - "?�,, . I __ I 4 / �,,,�64,S`1-1,%,Al PLERIDA 130PILDING CODE ,,N-. High YalacIl Hur ICZroo Z no i �_ -11 - � -1 - ____ _­� ­11 "" - - ,,� tv L �__i - _. ­ -i _- . 1 -2mot mmm _.- . . 11� - - . �w 1 % 21- G4L G� MEL STORM PANEL uAlmll w Y � I I -_ -_ , --- - '. - Z .-- , . 44167 ' � I I - I _��_ I - -1 I . - - L 7 - - - - =*- . - I - , * -- '*& .�i 1 ; 3 �rr - I 1. �w - '. - . TATE l J� . —i-;I*-_-�U� ­�j f -TFF—o.. '- TION PRODUCTS, U.C. ""2"`Go` 1 � "7 1 .� � t . , ---- -- I - [-- SpAcit'l ONLY �k_z WZN S! *RS, is ul SEE T LE 11 1 1pkl. I . � 7iL �� T� GLOB& PROTEC al, . r FOR MAX. m.5Z !�, , f - , --- 1 qm� IV. 5� .-M."Er E -o", R M ,��:.'- Q)EEIDe, - , -, �,�.`-_ wf.- 'r"41�"�--­ -, Rw� , 0.11r. I n5l. 20-175 . L pa .l.t. - 4ol-,P"' M,1]GK­7'A1 I (".�"-Iom � , , "i - � �_' ­ - T:�5�:�E .! L ol lig A __� ��Nl A �2 , __ PAINE- WHM SPACL IS LISE ,,,, ,�S- _­�,, r I----- ­­.­ — "';,"'14IJI'V�L%.ZA�,� I � — = - ­-, noll _ � �, 4 0, �,fwk%"V_Tw pw;� In_L_1t-_14__- I $10 7­� .ALTEA . 111L 111, P I t I, INIV . .y 1. !'Ptoll" - I I - . � 20iALE,mk"'I� = - __,.,._____.__ , � __1 ______..­ ­­­ .­ � ­­_ ­ ".."r. ­ ""r . ­­ --- L ­ ­­ ­-1 - � ­ JL �X_� ��. - .- i. w D. M.. 62). r Ill — - , - - - __ - _____ - - - . . . - � I . I I 4) Orct) ____ _­ I t I () 0 � V 0 1 0 Of ;j __ ­­­ . ..... -­-­­­ ­­­­­­­­­­­----' __ __________ , , ........ 1 ------ � ,­ ,---- I ­­­, " "-,- ­', i"" " _­­___r_ , .__­7__r _. I 0 , . , . � '7­ 7]­­'7_____r,_ I i k 1 � I I I I i �� � v I I � , ! r : . � i � � "" � , . . 7­­­ �`­ `­­­­_­_1F"1 � , , � � : . � . � i I I I � l � i I I I � I I � � I � � . F I I ; I : I � I I . � r � � I � � I I : � I . � I I : I � � � � !I I I! � t � I � I � � I . i I 1 1 1 � I � � � Il - . __ � ­ .'r. ­. . I I - t __ - I I .. ANCHORS (SEE aL'C'm & x-ENAUT-VES I'm wiam- :3. ", it &to)- ---- - _____ - . - _&oPAR­%A/13, Ill Ill R-10/13. R-20/13� R-31I r 40. If 0-R-lAeol R-2AIII R-3AWl + R-ifill R-29WIS, flo'33SER/I , il - ­ ­ I - . � - - � � I C LIQ1 I T/1'4_20._' 9- BOOM V'07� ' 1L. ! � i - , , -_ I I / ZUEEE F04 PAWL LEW1.14 -,, - - :, WAX, I (1) ! OvER Y-Vi I \ �, - PANV. LLNM � 1-1 . -1 � I � I QEUALAR STORM il I - I � , REGULAR MAIM PAVEL W-6' 0 +40.5. -40-0 p-t- � ./ I RAI I = PANEL LENI 9I ,.d ,,_ - - -- ---- <iV - - - - - - _\b, � -------- ------- � ---------- - . . � - - - i I � ._��-_ S4FEfYmdAm PAm_ I -------- ��-fi, a .l -54.0 P..f - � i .. m atERLAP %#D PARI LENGTH SOLTI �_A'Ai. ,-, , I . - � - - - I _6 A . `- um V-15, WkL PMEL LEN'll " � : , � I , - `�__`,' i . 0- i -.41I -0- I I - - I I - Ill ALL WaLwIll , -_ I i I � � am m Wi0o L - � �� i , - G,Fcft� I _" I I - � � � - 1� I I - - I I .1 � -1 - � I fl. : I � , ! � - - _ , I . . � . `;� ! I : ,, Ii . I - 15I.- - I , I : � ,I � �� � ! � I 11 I I - I � ­ � , � . I I I I I - I . - - .. � ­ 1, 11, - ­ - -11 - - - ___ � - .--- . I- � . ­� - _�""._,,�­ - ,f- - - , " J­­ � i r� -_ r­ - � - � - - ­ � " � , I I 1 177 L !UrF11 ___ � T , � Ti I r A�I , -1,1I � C,EA_ E : . ­ " - � , r ,UTY�t& AS I --.----- 0 --- ­ _r rl I- , 'IIe­ � , D.m­(�). � — I I... � - I OMIAl - - _. - Oil LF, VI! � I - . , , Cir (�) I ATING - NOT Ao EXTERIPR ­ __ . - wmil ol gJ — RIGHT PANEL 3 T iw_�_ _lUll QFU, - . , �7 VALID FOR AIN-t- r Al. . Ll I PANEL i4z, ,U I , - I � Ill 1131 I � +A" SPEED UP TO 17G "l - 1, ;^ '__%jol Ill III 15. R-21I I E Wilt-IAll R-7,AW/15, R-AAW/IG- L* R-tow/15, R­-'k-fol Y�_�wpa. I - I _ � ANCHORS tSCIE SECV016 . ALTERIVJ�­ Oft SHE!E7,13 t-3. 14, 15 &161 - - - - i/4, mo, G�P LIFIE, - - .. _$ .AF TY STORM PANEL -L-ELEVATION (t) �Z­r 631' sg�� i 4,4-. I' - r � I ­1 - 7 � I 'REC�LLAJR �, � , , ��:� ­- ui; _-Ru �wh 06�!,QP -1 A� ,qAu EYI �' 14,Tj.�Reo PANEL � ,�, -,. � :, � : 11 � �.,� �&,, "'Jol"HW.", '?. ��_� , - ­r- � - ---- --- I.. � __ , _� ,Rel�� ,R­fl __- - - - --- .. I - ­ , - - - --- ­ "'.11117%,R I I _ ,,___1'_­r1_ __ . .., - 1.1.7-1" � 1, -, , , 11,�� .., ��,, - I . I 'Ir I ,P _., F, ,'' ,,,, ,, / ,,, , ��. �'� �, r "�,,; I ,,�,;ii � I 4 " - - - - '_ - __ - __ - "',", " , - - "� , " , "' , � __. jl-.-.L ­ ---- ­­� 4 ��- � _'.­��.­ . - � . -_� , , " - z � . , ot,4j, ,., ,,tr � " W", 1.1p) � - , ,11", , , , , , , � ; 1'1­�,,,�� , I ,,, � , , '' - . , 11,P "I "I � I ` 1 , ,. �; , � � I -L, � - - � �1_� -11 � ,, "I'll. ... � .. I ­ - . '/ /I I � L ­ ` / / � cm.,*Ig, I " .,, ,,,fr Ile, �`r" - �­ � r' .1­­­___­ - -.-. --,::' _.�.flw,.., - . � - - , _. . � . ­ - . . - ---- :-�_.­­­ ­ 14 ­_'­­�f-, �'L 2 ­ " k �_11, 11*1-7--- �4______ - ­ I � . W - I �_� 11 i "� * z L� J�lFj �,Al_ �' ,_'� _ , . - � 'ur t­ I _4 F� �. ­� - '�� , - syzr, .. - 1v - "Ill, IFLORIDA RUILDINGCODE (14on II Ve,atl konlo ,�. -��---_ � - I , VIRW PC I - I �11XN ,,,, e."- 10RIuK ._--f�� ,, � � - GARAL GALVANIZED MEL STORM PANEL I . WERRIPAR F , 11 op*�, - - � ____ %AkL7�� K -.-- E ip ...... I 1�;" _, 1 ,,,r - ;-.-_-n [----- - I '_:N . III E C 0 i lo, C \ [GLOBAL FFROTECMK PRODUCTS, LLCJ 71 SUTION A -A TX� --11-5 11k ENCINKIIIII comp"Y � Uaa �� 1, SINES - RUU .. - - - � - .1 �__ P, � " i - SCALE 1/4 � s I I . .1 ___ -_ '. Z ,= 1.�,, , �� ,RH I ­_ t­ 1-9-�5.1� "m (15A)W-0791 � 20 INSTALLATION DETAILS FOR LIFE SAFETY PA NZL d � INTO )YOOD STRUCTURES . . F - �. - � F , � i- - - ­ . ­ - - 1. ­ ___ - - - LE I r, - - ­­ � - - -1 __ _. - ,� , - I- ----I- ­1_1 � . — - I I. � . g E , I ___ __j r- F­ i � E F . I ! - �!., WOOD H*AOE- R`�Olol " w�tw , ; 9 0 r 0 C I �, I ��_ , I � , � �i 1 � wo�)�_ 1_: "lI I 4 9 iAPUV1_ /* - Ak'--7 9 2- C -_ i ! _!��____- t . I - � - a ­� r . m = - - i " 3 . � -ill � . ��_ __ I N � - = T.­�a -aperA - _� � - -gil 0 9, 0 C i i . - - ­ -F--,-,- I i � I 4,� I i I I I I I I- - 1 1 i'l ; .i , 11� � F I I I I I I m . " , 1�" �� n= - . I q I, , ,,, - . , I I ? Ill - , � r j . A , � Oii�� I : I 41� smil I I I , ... - -, � - -20 ��, -1 . � I I I � , � - �' I 1 h- , � ,ql -1 m I --- - 44fl,­ - I , . !I, . 1 W- l ,,,,,, , A lifl, � I ­ 1 . ,/2 � , � ,< r � � �14, ; , �,f, I! . � 1! � I I - I—- , � i ILI � i � ��T�� -1" 1 1 1 I- ------ A- � . - i aw i_,� , 11 � I I � ; I I - - I I ­r-!­�­_­1r':; P.RE - I w I V I � F, K � r :I � I i . - F wl� , � : , , 11 r I � ,� i, . L ", !i� o t I I li EH�, i , I i J . ___E�I� I , 11­11,1 �l- �� t i i lr -f __1 � '7�n � 'I." ,�, l I � 11 -_ ____ . I , t ; , �.­., � I � � K __ I . __ I - __ -_ .-I . . � 1. I - , P � -1 i �1 , I . � E __ � --i I I � E- (I I !, � f­ -1, -3:111- �. I If 1 %_- � 1, ,;�,lo-..,- it I t 41 , f F r , 0 t - ___ - S. I Lx,sflt�",: , 7 , , - - . Enaenlo-o '�* _21"_�0 .,miil 4 P - t , If t' frX, , -_ U�A�s I 1, � we � GLO � � 11; . I lwt - -a .- 11 w ; a v, ; 1 Lb� 00 �'_� -_ � � - a, If I � ­T ; i I -, - I If - I r . No i E � �r . _ _ t y O&HII IENGill 11 . - �! - - I _ , _ _ � . - . - - �'; = . �_ I I ,� f 9 1! I 41 1 � �U, � If � = i�a El­-,,�'110H - _ Ll 4 I, t -V. -�ELI 12) 1 - 0 � , .- __.. i � - � , ,. - __ __ ISEF EIZVAT,1� It ft '. . . I � - � � - N - if I - W-I, il 11 ,_ " " 11 . i "I .i - - , -, I, .-, i- - , 1 if I' %­ - ; f - - - 11 I I j : . - t - l SIEPAR11NON , -SEP49I 'I , q I 11 il Mi" f i � I 'L __-S� I � I If In Q tr -10 GLASS- : t ,!/ '12 %­--�,EPAAAT04- -1 i k � 4 If I I i i I 1 : - I . ; I 6- 1, - q - - If , a I -11 I 11 i� 11 - 4V I - ' ___ ! - _�, , : I -- - I �� _i __ � . — i �, I. _,"­ I— V. 1' k 7 - __ ­�,� - V � � — !;T "" ; — __=_1 l ; ,I I ,� A ir-w I � � , if., 1� . I ISE, FO I � -_ E I -I �� 'm V I i I �j � : & ­: �amr,­­­+= 11 r. �� , , . I � � - � OHE!�1:1�,�!��!!�!���!�!��'�14.� Al�oi! � - E - -, I— :L �' , I ,-.,. __6 ! � & , 7 1 1 1 __� � I 11� ��j I i I , I I ,� I- � � 10.1! �171' I , I , ": _.- ­ ==I,112l=% , ,, _ l ­T1__.._­_.1.. .1.Ll: I i I , : 1, � I ; ! —­�! � I : : � �� I — i i - I I � : I 114. .-'.4' *000 ��:: , � j �� i I (4,� , - i i � j - R�Ill 11 : � . i i I REQuAll I . :1 I I �i l -0,014 �; I � ",.I i I 1 " :rf TAP - I : i �= 0C ; 1 1 mcwOR 11 9,Cf, � . . i . ; S74cul A, '... I � � S_Lt AV sr-E I I i � I ! - I I � P � 2""_ W= � 9 i , _4,14 2,­* Ill � I ! I 7 1w. E - i PLATE �� 1 1 11 -, ­-, 1, � !�:n�:Ll` - - "t .11L �. -1 11 . -All 4 � I I A - ul-n— k i"i'l 3`1 � % I- 11 r I I F. t I I v�­= I, � I � .� � i I f F T �Am Not AME, I-M, 111-ill - I z I � tAuH �-,Ft 11 a- i or , I - � - -_ - w . ; I 'I" I � . � � � I ,i i e PAWL i - iSIM EuE1,ATIOo, .1 ! : li- C, ,�, Go, SHI !2� 1 a I I - I - __ i-_ �i g If 41 , 4 � 4 � ,� A� � � I, I � 41 - - , I t t 4 TO aA55 � I �/Zl I .1 11 9 I - __� f, -_ 1�­._j � I 77L'F, — I �_� I � L___�_ 11; I i� � ��,,*,��-�Ill' 1I , L - Ill I � 1� mL. ILI -4 w v - Ill 11 `L_ _091m__;�_=_� ��`iy I "17TE CI , � � , 1 , I �:, ------- �.,! I I ,i�'t ,01�7`=,ft E'.4, 11000 -j - . 401� I . P*Uclp 0 11 12-f . . REOURED I 1, I .. REOVACI; � �_ � Rwjln`c � �L - _-_ � . &JERNA11YE R-4AW ALTERNA111a 8-111M 9 REGULAR-FAN115- 9 LIEL WALL MOUXnN9;j I Kw-17 - - r_7 ­__"_­_,_, . I 1 � uwm"Lf�klilol JOIJ." 011,11111''I �`NAD r"I"AI ,,,,�Lj�, 1.T-,F-,U7o I PRLSSIJ;E "I (Fl,loJI AM) PANEL LENVHS kt, F=rR , ,Lr,ATel ON SHEEIr 12, i ,. r,,, ... WOOO rRAJAE CONA'�l VILDOD I P'EuBli 10 K SOLITKERN PINE NO 7. off/ SIE�ax � DENStTY OF 0,55 OR EOL6�1_ . . — ______ � 11 I A - 1 j.� �, . I li � I I Zll�tev �­ I I �r t, I 1 4 1 - I ( i I I %* wy - i - 9 It- PANEL I 1 1 i (St,jt EXeAlKY. ; I I ON SHEET 12) 1 ; I I t - d - _-I ­, � r � I .1 It - � � f', I,;i , r � J, el 11 ql�­ " _A - 11. �. � 1 11/2. �Ilil 1 tel 0 I! r ,IV I il - -1,.'o J*`E_*R 0 V 0 C ; I _; - __ - __ f_:J-1 AukaHl ALMH �Je' R=2-" 9__Jffj�S&EAET�YP IPIEL I0,10"ill will MQUNIINGS N� 714Z�1% !GU�c 3/4." " 11 , s,"', � T *-, 1�l' , " FLORIDA SIALOINC- CODE fN - ­.. � I - � --- -------­ - - - ­­­­--- _____.,____ __ _ - �j�".I,�"Iy),�q" G 'I _,&"��,rtr�� I �, I � i­ j1 �I,TK­H,15;�!LRE, R,61[t'§�-j,,,,-,IL�j,rz,�-&=�'-- RUPONDIX'4-).Wfti�M..AflgiQ-P,--$,�f,�ii!,",�L1,19, ':�,,� � � ;:: I , ��� �QR_RE V I'�.$'.I�,L(�i3,)�4,�-Y:14-tiEjl:ll��I I �t5TA 11 I * E __WQ_f.'_9�ST,RQ TAU I ", 11 :,I I_F .Q ,�_J'1,7 �-�,��Allqti��—.14=n,—�CQKP,ET-E-,*-,-,r "N RET - : ; I- �­J::1)1111, I - �� E i� 'N t�Kcl_ 1, -1,;,_­F �Nlk_i` lf',� �rAi��1!1:�l.i��:F'�i,:��S!,�,�L,�,i!C���:�; �i � � _ILC7THD"45� 'I '_�'�fq $' 11 I �1. E & y. ­ ---I- 1 ­_____7_ __ ­F � - ­­­_ ­4­ _____ ----,.--,�-.-.,�.---.,,-"--,-----.,--�.�---- -5 " � I . � 17m: 'Ali-, 1_11, ­v �C�II - '15f. - � W.Ail 'NiNV�A$ �,PACWU ­11P NIN C ra PlIN 9,,HtDw "r�ji"', I� ;� C�-,"' t - - i.1LA_1 �Alll ­ - - =__ - ­ ­.­ _­_ '� �7 ; E,, 1­.....­­_ -.11.1 - __ I '� � 1 - - -",;r, �� wo imTr - - � , i , � i VALELIrVA`Z i*Ii,I`JL i �_ -wz ­111 1�`�!._;, � -Il :, il�pr�lg 1;�,_D_%� 7 i --- ! � N , - __ f - ZAMA`C;_NA1%1 le vam , , 1 *�XARLC ;0 --I j - -EL - go�� R±6 I ". __ - I - I - 1 - _� �' __ - ,�_ - - - � __­;� ; - - PAT-4f, L' -----_r11 a my .1 � - - r - "_ _U�z��U� _a_j_�, 1, " ,-_-�ZZT. � - 1 I �, ,, " , �; , I.Acm , =A�kU�i��, �, � __ __ __ __%11 1�1 1 '7 Z`�, 7 ... . . I � - ___ I I.________Z� I �L - ­=� 1 -- _ - ____ �=_Jff - 4:01412PIr"T �rl �*t -11 it Ilk' D' TREM I (-GI I 'I'll _ , i � _� ,�! i I 1�_ - 77� � � , � I ! i � _�, ., ,�- 1� 1 6 , .1�1_ - ; 7 1 r %, � I'll Ili i, � . 'i-2-' !"_ - _'�2' 1 _'V � - - . - __ L ___ - - , - __ ___ __ . - ­ . , I ; I , - -,. I -'E � i, e ' I . i I t ­ . , � 6 I /Z' I r S I- 11 : I .� I :." 1 !L� � I ! - ------- - ­_ - 9- - illy � J"­ � � ( I—- __ __ � - i __ � � w­;1 I �� , � i �� �-- - - * I � 1 T, 1 - I ��, " � U ��__4 t � � : - � 1 " - I I I 'r j, ,C�', I I ,." 13- , i 9 I—; T4 ,.� � �_, /3- io, 21�­ 7 1/2' Ir 1 Ir - , ­11- � _ 7 1 /2* 3 u7, -or ; ,o� I/r -all t " . - ­ --- - I--- I - 11 __ - ---. - , t � - . �'. i , I- . __ __ IL � __ - --- -4 ,/21 1 H it.,, : . I - � � i - - --�v " 1 51 � Ir __ -Y IV 1 .3 � �, I ; ,� I 1 Z., - ILI ; �K i � I 1--_ � .1 �, ­ ----­--­---. - -­..., , --..- a -,xmou) to ,/7, — 7 qj7 , It Tiz., —1y -T -- - , - ___ __ - - I I - ­.. - r - I I I I _1� � , - 14 1 � 3 � � � Y 2 Y -LL* � I 1- j I':- 2 --i I I ", I Z__ - q fV� i , � 1,(2- . � ­ i i - � E I _­ 1. . -.- __:,___ __ - = - " I, r -­ ____ � _. - - .. V-81 T 1�r� I - _�/2 - __ 137 S& - I CO.) �___ ­ � �' 1 � I ­1', Z LEC� , --, -� 4 It , � -! t ( � i�� 1 Z ;, '� �Z 1 .':�, r - � , , " C� A� - ,�,�, ,2 2 1,1 4, - I I . I . � �j ! 0$� 1, 1(2'�Iz V� I- � , __ - ___ - I J­ ­ , H � .1 ------- -- ,-- . I -1 � . 1. , " � �� I E i �,,-'! - �� - ] ,- i., 1��-, ,"'p � L�=� 1 , 1 ,� . I ,, � I I 7 �-* 11, i .�, of" 5 �,� r 1 r -;, _� I�2- ,,� I � : I - - I I 7�;F - -7-- I_ 6 ,/4'r a %F47 � _11-1112:1 _�/_21 3 �Vflil ll 4wY__ up JSS - .. - i. 11 i 1 Ill. , I 6. , , � 1. . �' ! N'J­,,)I �:I, -� I!, I ":l � � I , � - � 5- i � " � .- i 1,,v . -7 __� --- 7" I - "' - ___ � 1 � I - - I i I' I -1 I R _,� I ,,, I �, . �� lll� �1� - r 1) I " - I � 9 , � i " - � I - - , -5-- , . _TfT"f!? � I , � - I � LL L , , , , -, " 5 � .:,�� . 111, " I I �f , ! , � , 3 I:I, I r I, , "?, P��" I I "l �, , ,,, I - I I " I _­ v Ri ,�,q � H I k � I � � li'I .... /! ­ I" - I I I 42 ­ .� -_ !41. I F_ - - -..--- � - �"TTIV) � . ­ � I I . I I I I - _. . - � I 1 .��'� , I 1� 31 � ., i ", ,� I � � I I l f � I � I �!,' � ,,, i ­ . __ ,,I- . I Ili _[,�, � I "', ::I I, �,'j I , ' , I L�J' I � ' , I , � - _;�� P [ 11, 5 1/�I' ___ . . JV` a I � 1/2' � - � .... -1 I-011 - ­­ - __ - - I - -_ ! f -, ,� W,1, - -m� - �� L Pp. � - � c 11 - ,4.1� u L I" - I � I'L � ,. _�L. �,,, � i- � I � ,�";!, ; � - . I I '� �.r,-�����,���!��,�,��,����,"������i i - "J41 L!LL � 4 �Ewll�-) �:- � ___ ,,�.,�4�-,[,.Z,.-,,r.,--,�,,,!,����l., ­_ - -7��,,-;�",r.",,I,..'-""'-'��-. ­ -1­­-­­11r4 � % _­ .. . . �,� ...... ..... I j, 10 1 01�, � , i "L I I ,� �1,1� � T !'��"ILTT- W I- 1 5" - �T' - 11,�' � .,, T � ­= - - , -,' - : ' I .'��r�_�"_"?! �_ '. !_M� �­­ -IIr I l 21 'VI­­ ��,L - , - - - -I- ------- � - i - - - ­- - t . .�. i I - I . � -6 ��,5,' r � !�!I!D,­I�r'L ' j, � i . r i:i L f E f ­' '11- L/ � I � 1 2 1 � ". 'I , I �, :�, L - I - ii �� �i��, , IL " I _ � �� I 1 _�4 � L_ I t lo" I P I f,2' ­!:�'_ � 't,��'o 14' I 6, 1 Alyw!ll ­ � ­­1 - ­_ _.�;� I - - - _­L. , _ � __: , _ ..-,. . - - --- - t � I � _ , � I ''. ­1 � � . - 1. �. . "" ,� - _ 11 ­� --- - 'I , , l" � � 1. - - , �. L, : L � ��, , ",. : ,, I 1 :, 1 ", , t S I�_ , I , � 11�1 . - _ - - _____ __ __ �- r I - � F i ! - i __ I I - 77 I` �_ ­ I � "' i' � . �,' ­ I � I , , �,:� ;", � 2 �� -��:,�]� , r,� � , - -- o , -E � I 7 1, I , � , ,,'n I 13- � i 1- - , �L I 1­ _­ 7 q,q�!_%,:I� , I 'i-d 't � - �j I". 11 . _. ­C� ­ � Ir ­i4_ � __1_ 11 L" !_ !-P ___1 ..., L - 1 - - i - k 4 L � :1 , , ____ __ I- , , -= ,­ . i ___1 T I I I I �, � - , � -.- j� � . ­r r ,-,� , T ,.-e � -, - � - � 1 , I , - - ". � I 2" _"L' � - , , �. -, I; , I � _ I I - -;,,- T - , , , , I - - L - , F_ LL -1 _. : - I - ---------;-__ __ - , � -2, .� - 10 I ")"I I ­___ - ` - - - I 1/2, . ­ - - � ' - ty A- ­­ ­ - _151w _r` ---- � r . , . - (:n - - - - - W_ . , i - ! , �", -- - --- -_ �_ E i _�_ I � - - - _ - ­ _ - :, �j �gL7C�� 17� l I - - V . � -, � � 11 , : I , , I ,e- 4 :1� - - I � I I r. �, '-r' �f­- _ - a , ­_ I ,_ _ , C /'L� I _ �, ��_ $ � i- � I I . I I ... . f 1/--' 1A- . - � I TO ­ -- - 4 in . ...- ---- - y I I � - , . - � - - � __ - ___ ­ - . 11 , �� n� � � ,� E - ,' , r - , z - 1- �. - 1 z -. i� . � - i � - r / � - - -- .7. 1� � �- -- 'i­l - - -17- e � . I i- V-!I* I -1 ­ - a - - I_ I --- I , - � ; I I � . - . � - - __ ­ __ I .- I I ___­ i �.­_ , - � ,� - � �_ : ,. , L" �- 'L­% If j , , . ! -1 - � _� I . I I z - , � L - - - 11 I/ - i � - � P - , --- - ­ - __ � � - - I - r - . - � -_ - - , � _ 1 - , -- - ----- - � - - � .1 7 �_; - - ­ ­ I __ � __ 9 - i � �' ��: � 1. � . , i - - � , �. � , _ , , , x - ; � i '_ _n__._ to' i 7 1/2 - - 7 I . - - - . . I - - - - ___a�_ - _-z-Y , T - - i I �_ . -., �� ­ , - � i- I - __ __ - E­ ­ ", ! � i i 1 � i7 r 1 � 4 1 = L 2-1 i� � , - .- . I .- --..,--- 10 1 2,1 / L � 7 �12 . - 1 'y -_ � 3I ---IrrwA) - � - __ I __ - - - __ - ___ , - - ___ - . ___ - � ­ - , , - - Ti�"! '.� I I , - � a� _�7 "' . � - i t - i . , �� � ­ r � �r_ - I - t 21 � L 1,�rjf � � d� ,7 '- :'4 �'. , � 1, �] � _;iif,'iE� !�K2�:Jfi o:� � - , I - � __ - _� �, �, ---. -_ I ", - � -_ I . - �, - I - _ - -1 7 -_ � . I- . � - - I I � I . -, -_ r - - - - - I , - - : _ � .. �j -7i: ,,,�-it. c ­ � 7 ­f - - , ,--r I r It I' � . I . I . 1. - _� ­_­i, �.Z�7 1 � .� � .1ff_k1111.­_j.___ �___ ­ � ­ 1� 1­ ­­­_ _"_Z-_��, ­- - ­ - � � - _. , - T-T - - 8 v", 6 I= . - - - -in -) I!= I �y,1'7�_'A A- ,'It ,"11111 v- -­-.1- ,�- or - o,ium&; �-,<, ,-, . - ------'-'- - 5-7i4l,�;-,' . � � I 'Z , ;- � _ . * .1-1 � � - '� - "I' fr 0- � r2 - ­, __ � SNA E ,� -��_�to, , ��_ - , ;-; , � �r `�,,­�Aio� �--,,,�,iA,�-� _t,L � 1, I " "I - 'r _ , -, - 'i " "o, . �0 - . 1' a F�__ "" ` , "--,-, WAXWUM PANT1. , , ,_ac, I � A-4 D mm - I 5 I LD44MHI E­­ __-­,.,j:_­__ & , " E _­ 7, LF ,'R _-Esi l M_r.2_­_­­.­'1__, LL rr s - 6' � ,��r I", -- -sF '� ­ i_ ­_ i � �� - - �­ -10- I .1 - � � E­ - �= !" 11 � -_ - __ -l"...- A ,,,�v,�. - tj �­­-5 -Hr nl%��,l vAuo rm tuSfA.LLAr1O_�r-_ I/ wu� S5r iZ�'F,U!�S R �,, (��,,,� SPACER AT 12 I ,'2' G.C, ,_ :� '_OrlotlibA BUILDING CODE Lmcot Witt Woll KWU colito Zone __ I �,�.�_, `V;Iccn - 24 GAGE GALVANIZED STM SMO 9 FY I � - __ ----------, ORAM IN ' '�� _­TE_ � '" TIL C 0 ______ I GLOBAL PROTECTION PRODUCTS, LLC. *?/"/Me ox, I IN, 1, � I�� _.________ - � law 5V 51 SIRW idimm, & L ovkz!7*W"F�,�I��w' 0AAE, �_ mil PE� 1�1 - - I,IN-1 '.­ - - - , , .1, - ": �n, F �i 1, �� �iiil.Iml L_ dl�&Rl, 20-175 ­. ,�!,­' ,� � I L'-Z. j ��,� 4 %: IT , I'", ­1 I lLr--r- .Ki � ±2!!m__L_ I I v_-_­ - - � - p2ml- i oftwoloo w - "I ­1­x ­�- ..'.�:fl.�li ! , = -'", _41I (1) Q) I c— I I —0 —Cu > (:L) , C— -Imm, (L) 0 . m =3 L- a) L_ 0- , . a 70 0 (D 0-!- L 0 " = CU � _0 0_ . m_ 0)0 _11I (D `_gm Cf) (1) -6-ma a (1) =3 -0 : CIO � 0 - Cu - U). .= r 0 0 . = .0 (2) 0 L_ a_ , q -2 3r. = = � . _0 LJL — M C) A-0 ku ol C:) CU > - Ln -0 E 2 Cn a) " w -b-0 CL !E ccnu ,2 CU 0- �-- -0 �. E- W < I 4 z z , � , � w =I --.---,-,- _____...__._____ - ______ ­ - ---------- --'---­­- - INSTALLATION QETAPL:-i FOR LIFE -5,AFE . - JY-EASEL � 1- j !NTQ POUR Q CONCRETE 0--Q-0-.� X S I , __ � _ PUT- B - - Q JURIES, � - - lj�-t 7APCON __ ­­"� �1j:� I Ll '!,I 1) ��_ 2 - - 0j,�T:1' -..',,1ji1',,r' !?A I i'llPf"CO EXV-1 F%R11L: I�`, "ApVn _ , lwim; Pol Im"m 4 or 0�11 C I M,i: I I- � � __ __ DCI�,El;� ')H 11141i'11CIF In" g. O.r , L �f�,*__ - _V'R a 9 _l - � ��,, i, U� . , (I", 1!1.1 - 0 � G, COWP',�'TE' tA � � Cr�! lo,0 � L , (L�.""'�j ; ��",`_� I � �­ ,��r,­R,11:1�, I _ 'i :�, � � CDINCREUE PLOH,h V,,� I, ; Cbwp-ev mou I I - Y . , V�Q,�,�":) : I �L ,"Fod�"`�� �%: �, ;,j IIERLIPLE, i � � � I ` I i :� , . : :T � r � I � : - �,',�� 4 - I� , i'l "2 1 ,4�1 . I , ,� . -1 , i�,l I :: f�� , �� � , 1 " I � I . 4 I I �� z, - I i , I" � -j�,T I � 1� 4, 11 L L I, I" Ilk , ­ - '� .L��11 L v � . - - I ­ r �_ 11 �,���, 1V - f I � � - , ­ I � ,� � � , 1, ,,I � 11, ,�", '__17,0�'. , : '. .1, in, I 4 �� - � ?, . I. , _,; - �� . _� L I,��" I ".1, i - - - _u ,� I I _, � , R''N' , '� L I-,,- _�_ 11 ,Ake' � L-L L � " , L , �, I ;P=" i- L ' ' � I � - .." I L 11 I'll -, ' " __ I- :m� I --.I � : � , �., ; J� - � -----.�, I , , �, P , "� . I t il� V, , 11"', , 4 � I � - I I , "i", , ; I . I ;L* I - . I I , :�. 1, I il I , �.1 ! E ZA � ,"r"� � I " I !11 I , I V I dL , , I L - , I " I L I �� � . �" �, � _':�� L' , L�, � . - " ,e ,/�? f -�, - =� ," I � : L'� t � , 1, I 'I � - __ , i� I .1 I - : ___ - - - - Ji : o ! I L � �_k ; � � L I . 1:� I'll, , � ; 1! . � i 7 ;�,4, `,�;. � � ';f�, , Ill, ­­ I __�� _­ � , I ____­1 : � " 11 I I I . I , I I ,; 11 � r -1 . . , _rl"_al � - �_ � 11 - ; I� I ­ 11 ?' MAL 0 � 1� ,; � t �­ ,!�� - - . . r. ­ ­­ EXIST,mc � , il ul,ls:s � I � �, I I - � - �i�p�� -, : .1115.110, I1__SSEPAj,ATn1l I - � 11 � 11 - - - - - - I I 1� I i � i/A C,.;;i, ­41 To GLAfls I V,"-mi,* " - , � I -,- � ,71 _ - � 7 � .�t. o - i - - - r1=0 - I Z�S g � . , . z ,_­ -, , "X�17, - � I - 4 . "" � - if I j : _, --- - _; - U[� a I ; - �, - �_ 7 � � , i, �� ;I-,!,.. , I . T T - . - . .. � T � i I i : 1 n�� � � of "j I 4 �A I -�_ C-� - , I . � :o - - 11 . - . - I � :§ , x E - - - �­_ ­=,r� q m I _1� I to t I - i__ * � ti I g ; t , I L - � i - i a 4 ; j I - � 'I' F�. � - - � � : ,�, , I! �-[ ! 4 - �_ . i � A - 1,� 1 4 �% , � I - 1; I'll � �, i 11��, 11,I1-11 �� 1. 1. Iw , 17 -r, & � I I I I �i I r, I . I - I " ­­ �" ;4 P. , -1 1, 11 � v I 117 PANIEL LENGTH � I -_ - , ��,_ .1 oi ISLE ELI j� i . I � _,_ K 0,;L'�:; � , ,�� r - ­ ,::: � . - - I _ I , � I � 1 ­­ __ I I F (SEE Euvelol L � -_ !� V ., � I I I � I] 11 w I � I �, -, ­___ '_ 1116, 1 1, � Clj� �:,,�'FT �:�: i Os SKIT i2i] I : . - j�l , I - - - :�' I i � , �� . l I .. .... � 1 !­I�EPAPATI " � . ll 11 � 11 � , I : -9� ,;Lk'_-_ � 11 l .1 It) FLAE� �i I �� , 16 i'� � �,II I .� 1 u : I � 11 ill :: : I I �! 1, � i �, � " :Ill I I I � `� I ,� 9: ��11111,�������,l���,�,,�'ll""IlI . . ... ­,, �' , - (f, !I�� � A------ � 1! t I ,������,������l������������,�:l�� � ­ " I -_='�� . � '11:� �,___�­_.11_1.1 111 I Ill I � 1­1 I III � , i 1� I I 11 1� I i , - i- i I 11 '':�, � I 1, � 1_,`2 I ::, �!.� � ,::: " ,, , L. , � = I 4a""A� -1 I I ­ . I � I E I : � L I � . - ��, I � , � 'r , I . - � t I I , :1 � , � : I . : V I I '", I I �, o I ,� It f 1i 1, ! � �� 3� L , I d:,- � i � j L : �, I I ! - I "L' �� � . 'I � � �:� � ,I � �, I I , r I'l . f 1 4 ?.40141 4 � 02. ` - � 11" ! : . !I � " , ,: I:: i i I , 1, I I � I I �, � , V � � I I�l , :,:��I�: '' AD , �; I I �! I ­ OVL, ! f ; ,'� - : 1 L : -"?' I j! , !,� " Ii. �� I el � , �4�i "­­ I f "I ­ � ... � L . Ij IL ' ' " _' 08 1 - � �__ �� ­ . - : I� 1 r �­� , - - , t EQ I . L ---. �� : 4 .t�� ", I � �, L 1, L I I . _-�­­ __ I -_ � . � J f r t_1 , to� , �.. R 9023 I/,- � - I 7 , F- - -_ 7 r � r ,4, , �' � L' ­ -, . I , - - __ �s -1 - � -_ � --of MI I , 0 � ,�_ . I __ __ I _,�r� fol .e*.Ifi - I I ;1 , - � - '_� _ I _ � . - - .1 �,�Qc . I �­ A . �i 1 14, 1 zr ­ :�� �, " i I . 1, `:. 1� - . I ,, -. _'­­L: _' . - --- .. I I - lv� 1�� � I , - /,l-@ -1 - � - I - , '� - � � �.%.�­�-, � ,,, .", " Ak=D� Z �_ z Al,. -RUE a g, or i -, 'Ll" LL - , . __­r::Zr_.' ­ � ,� '!wu �� -QE , � L ;­' 14 �,-'ij 1. , �� : I ;�, . ,2C, 7" _� L__ r _ �, � '. ,� . S , 7 -�rE7 ,.V�,CIOIY L� - tm,ll Poup'm 00� E_ II)k L71 �*_ '� L �� �1; �,"'­ " ��, ­�,� ,�l u�l �I 11Z`;L�­f ­,�,Ii",i,'T�' �i,iy_X .E.Wj��- F'�N� ­�-. gSQt*ZEG � ­ - E E _ I SEJZ� �'11 �, � �, �', :, ',.A 5"�Q](J!.),6" L-8,7. ] �� 4tZ.WK­K__­4ZA M - . � 1� ­ I ­_ I � 'R-- Q PA Er, I 'q I�,i4�,41� P�,+11'1. III �% 1, I Y E . - W E-1, :I, - � � ; _ff&� 3 ��,,N� VJ111 -q----E .�AM.-MINEL5, -9--ul, M&gm :� I __ \/ 1. "' ' L + �""'.11 ­W�'-'U'N-IILAIC'�` WrAr,1,L_," ­]', �,E,,l _N"­ 000,, � ... 11"", �!�'L;� ,�,�� ,T' ; � ,�', , lik III r ,,, ,.,,, Virtl al e - I ­11 I ­­­­­­­­­-­­ _­ I.. ­ ­ r. - ,,,�,�,."_ , " "e',"' vlew Assi . Inc. I , : ,Z,14 7., :�': - "I '1'111� Plans Review . �� 1 "I', � jjj,i,��N,,,,�,,.,,�,Ii -;, 'j I , � I ,, - I AoKiI,.-1 11114 � " - , � �� � r c -OMPIL I ` �L SWI` :: '!!' & _'R V-" A�� i �,� � I� , Ate a d approved "I -.-- - - Ii. �::, - �­, ­ - � , , �V­ � , I L - . _ L � il�l mplianc, �� - - - _i __ � " IE fo L ::,� I I'l " I ,�� ,� �I,11�,­ .111: - NF,11, 441IV�7 ,. -- 'MEIA WILDING a I w th the 0 o I'� i� �� ,��1­1'1.,! � 9 I I - . Ell 10E (Non Nigh tofulal murlicoml I L'7,,�, I �� 11C V _�, `�4�q,�7i ­111111 i� , 11�� � ­F------­-­�-=---- _,_­­­L_._­­ __­ BIC � r::,,,r, �I'­f,�,L,�" �", - I . � � -, __, 4 - - , 7:L ,,— ­ "' "-"- __ L� ­�,_' = w:­ � 7th Edition ' � _, �' �'L � ` -1 I �­­I,,jj�, �, 11­1��, I�IL I � I - - �,__e 1 111,12- .I,' _11'UT ra 1 % ­� "::' ."' ". ��-_�,_. I ­_1 � n� _� i ,:: - I . _ -1 R, -, I It" Pau III I Klahr �� r -, ,,,�'­��,­, - k _ I 24 "GE WYAMM StEEL L� - , �,� !!�!.,!­.,_, - — -, VM%% � 2390 1 �� - _____ ­­­­ � �0%�'A� tl�','��!'� -ri_ !�_ � �� � , 'r[­LLL" r-"-- , � __ - � ;� r - � I - ­___L___.__ 4 � I -fi- E-1 , , fl, " __ ­ , r V � I ACT,Aq� n I ._ _4;Z, X! Aj#.�, "V,p . , �i -i �-, -.�_-­ � � , , ­11. LT ' 6"'e""m - - . ,� -- --.-- . � I — - ___T­� -_ - ,C0 I , IGLOBAL PROTECTION PRODUCTS, LLC. I ,,�. !­ ­_­zz� � -_ ­ . ,�, I - I , " C 3 t - I 1 �LC� L �­ .- - �­ I ­ - � -1 � z _X�k ;mi­ a -1.%= 111��rl_ -M &w. �i gFo5r. ..��'. , _, . �_ � � - � � 1. . . �_ � � - �_ ';.I 0.-- �� �I. � : 1­ -_­ � ­ - - � � ­ L - - . & � - �� - - - -1.19 fe-omo­oHl F� mAlm-em, �20-1 .15'. I � , - - - __ - - - ______ I - __iri "I " _ _ I .� ­­ - - ­_ . - � ­ �T w �­,U,7!� . . ; " j L' i - � - , "A ,�­11,�­111 I _-­ � TALI! , , , � I I I � I i ol h I _­­ - - _­______ _____ � --- ----- _____ - i - � 1- . , - ___ - I ­ - - - - ____ __ - ____ __ - ___ - � ___ - _ - ­­­ �, . _ � i . - - ___= .: __j : If : I - � , I L � I 1�il - NTO 'I STRUIC URECZ ­ ­__w I - t . I i ­ - ___ . 1 � I I I ; ""r, . _,", I I 5 , , �, ­.- � � i I I I � It , _ I i If l-,w ,r�kxa I , . I . ,1,r1._11_rT, . w , , . I � I `E1;u"i`;r` . - J I � :__ , , .. . _ , i � , � I � ­', ­­ I I : � � , ,<? � -, �,- � ; - ­ - �____7 1 -I!-'* ilpcll � , I I r , 4HCI�o- 0 5, O.C. 0 � L � I � . . . I � . I L I i � � n, -- F ,2 � I 4 : i I I � I I ­ I ill � I I �, � L��:, �- __ ­ - ki , I L I , ` - t-- ­ - i . 112) �! ,, �,­11, I'lil­1 - �n� ­ ! , T� _t I -, ii-, I � : : i �� �1� , 12 � - 11 � i 'I L ­� , , , i 1 ,I '­ � ___ � " � - � l"' 1, :, 1: L L � 'T 1)' t 'r, , fqlo. ii : I P�� � .I.L[, M,o , : - r I � : 5----" - I ,,$ 1� I : :" � L, � I!, � �i �: . I i I � L 1 ,� V I 141, ! � � I � r , ;; i� P �r 1: �L 'r r- i I : r r I D El ( I .. .. __ �� I �­ ", _i I , � - �� F I I- �� - �L 71.7., -.--.- _­­1 , I I � � � 3 I 1.1- . I ��:, ., I - I 1­1 ­­­ = 111 , . _� � -. - : I ". �, - ­______,__ ; _ . I ."L T, j I I- I 1, ,,,, �_, E F I I, �_; � I (i' - T � : " lr�l,� � H, L - � � I ��,,­­ __ � - ,J�� 4 4 I I,--- � 11 . I f -�.;,, - � , i I I _ I I - I - - � - - � �m_ - ­ � T� - �_ � �-il � I, r �� ��j� � � . I A ! ; . � -_ . I � __ I I I I _. I ! ,A;, MAX, __ � � - � - . " A I.,.,- - _ � i � I PANEL I - . � 6' - I � F . I 1. I . I ­ ­ -_:,.�­,-m - ELEVVLU� m I I ­ - � � � - - � � I Is- . -_ _ I �.� � 'L I .,�-r � L I r -Z - � GN SAPET I - fia, i ; ___ - - , - � 97f 1 T � , I j I � I '.." � . , - '."­-;�� �� _� i - 11 7" __A- � __ r 11 . : � - � : I . - 11 � I ; . i� = ; , - . , ILI 7 :__ � �p � � � ,C -0 ,,� - �__ � . 4 I ,I ­­ ': !1I o � , � - � "'; I__ _ ... � ...... . F I � _11q I _L I _. " ,.rr - I - - -1, GiA,�,5- � I E I r ..... li , ­ I i � " _, W I . - - I �_ I ; I I i I � ­­­ 1111-1- � i Il 0 � fi , 5 11 � � I I !� �L."��"�h- _ , I - � ___ i - E I - 1, 1: ��l � I ; �j I � 1� , v340VIWE', I Lj�f MINI. I i, ol ,:I I'll ��l�i: , � '::I I li� , I � �� a wfl;�i at, � �, I ! I "��'�Lllg�ll�l�1111�III'liliiiiii��qrl�� , 1 i � I 9 I � 11 I'l 1i I __ I I i I I---- __ __� I i I , - A 11 I W, I!1 1 ,, ,� - I— I , -_ 1, , " -1 , 1 r ­ L _. I ,: I I � I I ! . � 2N " �`01�11:l . !I I � � , I Z:� � , ON-0 I - � L � PLA � , . I I �; � i � Pil �_- L i -�, . � ­; Lx-r- �,Lt� !Ili "I � I: ` H1LtW011a I 1 � - I IL. [ �, '. I I �IWLIMATF FLUS � 7 . I AkC� I � . 1 T2 1/2' :i'� I I f =v­:fr * 12 1/2, Ox i i - : � t � : - I � ! '� i � . I I i � I I � � j I I I I 9 t � I f � I 4 1 ; I � 1 I . A� iF T�:47m__K ALTERNAT-Wr F-32ffw , "A 9 1 P 1, ,",'i, i._ �k , _F�AN� JFP Sol F-AME! - WA L ln�_ -IODIO P-4T I N Q-15" F�.W­; 1,�­" ,-���—'-"�'L�'ll"�-�--�.-�-......--l-�....-r---I�� ­ . I—— �, , i "I : `_'�L�_,� �L:�T _��j" �,IQJ�f fl!n lh�� I! I) . I� _ ­ �1'1�L��0`1 1p,!Il �,�,10 ,,11�1 �L_I,o��,� ,�_,_, �� __ - � - ,,, I 11 I I 1z; '4ll� t�­,-'j__'-N O'� 1,,fl,EII�-. 12 1 - I " ,.,�)R nrv, ,V0,,r,L,, F�1;4,qE i-G"S�r�ul"�I��Ii� ��,'.C]_'. ,_ ­-, !Cr �T ,,,"r-LI*lE,_,,m --N--- -k 'f, 'e,�, -PECIII, I 1 �ii,,,: , - 1 I ­ _Ii�'T­,�",­�,_ ,_ r--._, : _L_ _` . _51 L - __ -1 ,��-"L�-"-�"'L'---��'--------- ­­ ­­­­­ e�z;, a -14�,�',­,i`%, - � , , ,-�,.�_-? �; 0 ­ ,� ,7 ,& - A(` _�. 'IV � ; il ' - 4� � , - _� Na� 44167 . I � 1­__­i.RE I ­F'­­__­ - 'A 11: IT -, � * � j� . � I - . - -I F OF , Cl� I > - 1 Z J� , , ",4; f - , I 1�_, I Z­ Lw '­P..� � ,:­ -, � - � -,I re, 1, ­m_ __ ,_:,:�A -I "'� � _ , � �, _-%"r f "­ I � - � � � "�'11'_��' - , �,,!-�,tf,��,N�,,�"",]�,���,,,��,��:l� ,,, L - � 11��,,lilo �"' � 1 � . .. ­­.. -- ­­ ­ ­ ­. . � P-, tt,i!4�1113%pql I'Lli.)WDA BUILOING CODE ( u Call Zone .1111­1, I -------- - - __ -ni-M.13-h. - . ­­ r� � �­ JIC GAGE OlVAN90 STIM 'Voift PA) mr _ __ - - I ,24 Ill fil! 11_0­_,;'_it�-�.�;Z;z I fIL Ell , !�� ...---------- ­_-.1 , GLORAL 'PROTECTION PBODUCTS, LLC' �­,_,___. "P197021711 LR7 - I A -I Liljl�w. . floiiHOURNR SI t, .06 %�., 5, VoW 10-175 �; - - -3, 1, .1. T­­ - iW$T,.­ L oXW_ F, Al I . PRofm_ �;,��**­!-HiA F,oia (25-ifive-ap" ,__ �_ �_,"Hel mwm N* - — --r_--5_- -1 — -r-w I � - r to .�,�. - " - - - - ,�� ,f� �, I,� - 1� �1. �I , , , � , , . !f cn: ".. If 01 -+--all $--# � I = w (D CIIIIIIIIIIIIIIIIII' CIO 0* 0 : "� "m' . , _+__9 (D (D C_ U) m > 0 L- 0- 0- f< -6-0 0 =3 0 0 " 0- a) U) m Cn ..j ui 2 .� < ;� �r , z I z . L 1, I < 'r _j . 0- I SHEET NO, I S Hf, 1 A *' � I I 4 I I - i 4 — A M . _b'_rZ I / I a', I � . _fr_V­E7`iA`/15 OHH.;O5 ___ __ ­.____­___ O�IEE S&VION at a A&IVISOOM EZTW ON Snort 111) - ____ - � � ­ - - __ ­" -- ­ Oft - I., �. ­ H_ �4 9 I$-- i 49-) Lsm wirrit 1) _iqwo lworL- (� �' . �!t '. � I ­_­­ I— - I/V I EM ­ - 7' _� � - ­ rr" SA, �I­ � _-1- i � - I , I - I _�'­8'. ,Hx 'ju - - - � . � - _-, i:�Z5. - - - I " I �. - . �__ � - - A; .FEL- " IF Lj&,-j -�_-Etl`tl� - BE CtOETALLF0 AT LACM 1)0fi4RrE3 V-A�z - - - - - - - - .. - - - "I A-Ays Lit - I � . � � 6 __ -- -- 1/2'] f TO . a �� " � _LO E . . ? : [ 1?i � . � 1 I I PAM n__ � - REAR -AXE,LE T"I FAT�ILVA-.� N%TA_Aw.�� [IT 4w1:N0CP i 71 _M�F­ � : _____ I i � I 1 I ; � 1 1 - - =_ i . ' M = 121 I : . 1 1 � . . I I I �t_ I I BE � �� FRom &'SDE 7, ShRuCTURE I r7l ." : i?. . I 5 . 1 � ! . - 1 � t I I I . . . 1 t - F I . I y � : � i ' I ' I � ; I r-1 i � ' , I � 12 1:o : I 9 I . � i � - 7 - . i ; � , I I 1 1 ! I ; � � I ; ; - . I I , i ! I � 1 i 2xF - ---Tri -_ � i Z 1 4 i . ; f . i - � . i I . - - � � LIJ - Z I i , F E i ;, ; � � I �: ' � ! HOtE4 W a t i I 1 1 I � � F I i � 1 : � i &Q-1 U ; 1_1 I i q; I � i I I I i I ;; � : i i_ E jjr�; * , - - ; - � - I � I � - - � - - I so% - I - - - - - n; ---__---FIVI'�� yj E-Z '"� �'-ORm FEAF[ - - - i ! _i­ - ___ � I -1 � I - I ___ - ___ �­ I : .E - � ­ � 7- � -- =­ , ­i Or 'L_ i�j r­ K _Q EL slrs7�4 - " - uAx �"F .PrA­ FANEL I �oIE; TPAK'K'3 'OP & K'7�ntu g 1 i rEMff PANM � I 1 1 (INTERICIR PANEL I i 1 E� M__ -0 DR �___ . I i - � I � F I f i ­ �_, , (PrR',Ok PANEL) i . - n pw- � I 51�F iz- __ I � i - � . � � I I - L Ho 2� � 1 i i n . I I I i I St- � , � , �)_ -� = , -_L'-" 7'� - � . .,ONIIF� E , -I!' Ito I I I � � i I � � 4DTES 2, -, - I RD r:,� - "�Al�� 1,15� BE r r 0 -0 8 "C _RA�� 1 1 � � : I F � � I � [ . I I I I 1 6 -n _ , - , , -_ . I . ; I � I I [ ! ItR �mt.i. IOL ;4t0v4rEC- ", L �_' i I I I , 'T� I � - I - , , _H I I , -, , L �'L* I,* 6 t�' 1,, I I : pAtwL 00 40r, - 1 , I � , ! 1 : � I: I - , , . I '7 1 ' I I 1 j I I I I I i T - 7:;�v i i . - i 407 � 1� 0, I 1 I - I - I I I : 1� a .", I �ir In w ; � I � I I . i � * a . � , � ,'6 : I fii� I j - . A t � tl, IF �t �dt'.l 11 'ANEt 5 A RE CCHINL'� I 1: Li ri, lj��arora ,��o,��, c�-- ­­_ ��'. 4 , j "-­ I I 0i � � ti � I I I � , I i r r . : I ! : � �� � � � 3 , 1 � A ��ItAt� t:'W,t`�t�"! 1�1�1 I 1,4 "m ,. �� 0 �1 �'Io� I , I'1$ int" t,'L'F.1,1I,-r_ WD�� 1 7 1 1 . I EF , - - � I I .'' : � - I qk"t-I'm PIAK�.S_� ,I, I i, 0., �,'I�' j �' 41 , tz! I i NLIT 'A t."I 'Ll�""' Mirf T��l�,l��l���i�,:���l��i:�'l�lii' I00 TAVIJ�;: to:J��',Ai � � 1 i � 1 � 11 I I i � ; : �' 1 � , ,,, " " I:rkl- �-' '� F ,,, � IoO ,,, 641",��L.ot;w � ,Fp�EOIS tiptq L�F �kt` FJOLILB, ��!�: LE A15" 11 - I : . x � I I t 1 � X'r -'O" j ! I � � � 1 11 � 1 S5:1 : FL��Tt r� V O' ENID PANEL "';';', F 0 I ,� � � I I I I j - SANIEF,: ! 1 - :1 I �: i .- I It I � j I- � I I i_ i J K I f - I - �' - _1 ___ 11 __ - � - � 11 . � _� , - . � ''. - __1 - - -i- � � 11 - , . a- -] - .1 I , E , B L fti. !I',' CASI -1 �41 1PIC, P19M.LS A9L NOT C'UNNECIZU 10 ElDMMEV , j ­i­­ j J�r' I I- r � . I � , , . . I .- � � - I tro't : I R. ?I. A ";� OP BAR IS �']NL �j'SEV Al .� : - I t � i ! I ITU'L)x PT LZA . I � ' I RZ --, !W�' , I -11 i � I � � j � � � ­.-L EF C,',],4NCCT1,T) 7n iXTIOW .14 � PmVi - - tjs'� SPECS I t I - - -T +--r� I � I - i � I I T ' f --I ' 4 -7 , - t-4- �_ "-,I-.l ' ` I I 4, --t-t-1 �N S�JOH V'SET -4-H ;-HH--��Ifi I __�__ I I T I 450EYE. � . i r I I z%OiCATED NO "3E ,,4 f'tJB14EC"t`� a' I I I . 11 W_: - L L j 'j- 4- J_ J .j -1 j- .I. _j j - Ll _j _J -t L L -1 la�� L' -11 .11 I L .L1 -1-1- L L J J -1 110 I- _! -i- L _L A _J _.'4 - - - I, __ - : t PAW - �__ E�­DME TRA,:K oAX CCCUR AT ANt PO4EL LCX�QKW IV . I . " EE , � ''. - � , � . . � - . A . I - .. 1� . I . I St, ,IT- � � - ______ . . � .- IT " " - j NIEFE - - N : �� - - _ IT W-. liv/(1--a. su i - U. -It - V�_ ra-7 ! � - � t__ ' �= I =t �5tALLXr �-V Aftalw_ _EEM � .1 - -, (1,R SELTEON EZI & A11EYINATIVEE UOR' V� SHEJ,7 18) I I - �- - -I- _­_� I E71/18' I EZIW/19 ' 1 121LAL OLD' PANEL 4 'i', = - -ATI-0,N.FOR--$.MLS-..2QO9...E!7�Z-=V,ANG. -STORK � ys-TER M I ' SCAjr-F�; _�/Z2'-" "� . I � �:�'L , . �I� odIr I IO"', � , 11�:::' ?Ts�"Nm UP43w , 01 :', ' �::� �� �' , _�[ , , i� I .1 MqCij ,gE��O 'e �' :: : '�:�'� - - � I . "I',"",',,"'',',,", �_. ---- 1 7 ,, " " 1� I- - I I 'N � _� i/R. — _"' , MAP. tAP E­ " , f', . � SECTION A -A H 'HOH, sr -AL, ��':�'�­ .. ......... '_ S h .' 11*11�� '-Z"�' I . r O, ' I ' '� .,"­ N­"��N FLORIDA HUILDIN(� CODE (14on Phint Vtfac,2 W-FICcrie Zone) � : '�� ' '_ . 11- �� � � f"'� z . � . I& .2BIB-­ W I z : 4416-7 '- -- � 224 GAG( CAL,VANIZED STEEL STORM PANEL � R, x 7 ,. . 1-21- L " t-- = -. - 1. * tzz_L�_ - k - .= * � * , g*Pi,-_t-_'­-_ / . 1 �%_"�,,­_ . � = Z='Ar= nA�� �__ __ ­ I 110ECOINC \ LOVAL PROTECTION PI?OD=S, LLC,j "E'l, '_jD 'I. _ I, 4:V Ip - - ra-7-RM70% 6, ERKAK-r ru;x� ";' S' -'��"% �_ , -_ ___ ` k" - � �W'�" 1, _� ___ IP '�__' I— = H ... . . . M Y. , "', ." I- "Ein't , O" � - � � ,"cr, 0- t'A­­_ �. Em'.­­ 'Mtd, tF1E,'xAR_7u$ FM Ill, 2 -.4­ 1 2 -17, � .. " i I I � I ,7;,-- �.__ - - " i r - '�i ,� BNO? RIF , .!� _-1. - -!:t-4 ,I 'C� ­­ Ili , k -F I- r � � �� , I-", '�' 'A"FTq ]i::::114 jNaL, ­� ef '4 1 L_.. _ _.______'_ 1__­_­_­ - -,,,, ,,,...�..,,,,,r�i���M�,L',.,,�L-L--$� _.__ 1 . -�0"- F-N- - G-I N �= E Fi r-'i f�� lqivk � - - ENGINVIERIN13 EXPRESSW PR130UCT E:VALUATION REPORT 'Soplarnbor 15�2020 AiOrOOltstfor, hiviniber � 7156's- I - RZ EX Pio*Ot NOMIDUIL .V-31543 � PLaLkIct Maniffeetw or All American Shuft6n; old Glass MonfifsoturarAddrniOL 150 DETIva Road %Slast Palm Eleseh� Ft. 33409 Product Narne & Dossription- 249a Galvanized Steel Skmrn Flariels Lwgo hW&fo IrroW Resistant Scope of Evaluatlign. This Prodorg Evaluation stepod is being Issioled In aowdarpee with ft nowlRomonts of 0* FWda DeparnoxHat Ol BuSitualts, and PtOlesolonal FoRgOokagals (Flanda Sudding C4mm"fort) Russ C"et OIG204.005. FAX_ hu stafewscle acceplanOto PW Method J(d). The Proft'Ll noted *be" has boo lostaid WNW" walumad as sumnsarlifed heroin to show Compliance WAD but Flanda ImEnding Code Steel" Edition tM) and ts� for the purimea intended, at West ocilftestAl to bod roquired by the Coder Re-favoinewitath Of This prodo" Shall be nFROtAted Iftflov*Ilt pedmord Fianois Sulking Coser moffilkoffions,oT revisions, SLIbstantiating Data. . eft=&j:LV_ALq83jgNIgGCVMNT$ EX tire" 420-31543 hHod -2Aqa Galvanized Steel SWan Panels (BIVH7 & Nw4WRZ)'. Shoals 1-5. pnoposted be tFro-mig F-Exass, signed I Seat- till, Frank Bermardo, P.E. is an astogrow pad of this Evaluslion Report- . =81EgRT-51 Unitformstatic struchavalpartionnesece, Ifin; been tested in accordance With TA8202 test Standards pat lost r6port(s) SIRT-ASGAT-001 by Blackwater Toating, Inc. Larga, missile, impact tessfeance, and Cyclic loading perlommoce has boom lasurEl in accoodance with TAS 2DI arid TAG 203 leg sumdards pew test repon(S) #ST-ASG­1 I-001 by Slackiraitar Testing, Inc, . 111IJ&DAAL 99W[jKK8Wj 9AL&ULAPQM Siructoral angirmaring camidations have been prepared Mich evalusio, the mod.cr MS.A on carripalrofive andOr rathoriall ara"O to quakfy the foliawOng design cdkmai I � Maxinumit Allowable Spans 2 Minimum AlioHabis Spans 3- Minimum Glass Soinforation A Anchor, Spoong 160 SW i2" AvEnur SUITE 106, DEERFIELD BEACH, FLORIDA 31442 (954) 354-0660 1 J866) 396-9909 r4y!tftjNG E39PRtsS.Co. E"GiNEfIRINGExpoess Ce" IsENG11\1EEPHN"D jrw� r, of- 0 American Shullvrs and GlaU,t - 24LE; Galvanized StIbd Storm Pariell, tic 33% mcfease in aikwable stress has baeR Hand In the design of this product. Sep- anation from ghs2inq is not ro;,uirad Nor iftsuniallcm; outsMe of whid,vane 4 and essehlial facilities, JMpad Resistance: L all go Impaid, A atIOLhIIIIIIND HOT, bt"In LI&I'FooRSIOLied He s4d: ottoloi fpii totiliwicti,aOI, ishod ben� Topoa(sf, end ED "counted Twin LiRO FtntOirrotH IngSietBOIn Of thtr ON Otditoli, Wnd Load Resistance This pfoduct has been designed M resist vAnd Wads as indirated Ili the span schoulk4eis) on the respechve Product Evaluation Docvroom (I Ir angmearing ounwing) lnsUlWon This product %hall be Installed in sma uUmplance with ft respa0va Ptoutict Evaluation Dotornern U� a Engineering drawng), along with all comporents, noted therain, Product components shag be of the malzmall specitted in mal products fespecitive Noduct Evaltuabor, Document (I,#, engineering drawirtgpI Limitations & Conditions of Use. USED of this p(odud shall be in stild aurtordance WO " tvnip otAive Produot Evokialtion DocarrIent (I I- ergirearing draedrig) all noted Wein Ali supporting 1103I sh'ucturas lithail to desotned to twoBj all ;oOpoflTnoasAd iia&s,ard Shot O& Bra monarial � Iiiied�intiusiucoduc�:'scpspocdveaEichaf,ti:,h@dL49, M,ix%tA��t�L,l�i�iscmid���o�iis��o�hif��:!h;i�remiT.1i,tvitil��dbr In this produd's rospoefive anchoi sclmdHfio shall be destiOnecl Our an a sitle,ttOxfoilc basis hoto Teissfored profoselonol eiViroei Ad! coonponents; vyWWi are permanently musged Shag! be prolaCted against cwToWoo. ott"tanurration, Rad Other such damage at all thnes- Thho pro" has been designed lar too Within and outsNo the Fligh Velocity Hathasho Zone, (HIRAHZr ReSpeCEIII"lly' 'L � � . 4E �, I" I. ��,, � �. ,i, ,­1 ,,, k � 11 ­,`.4�'� - _--� _� , at ,L 4_1 -1 ;'­�� ­4! I �t� N­:��� 7-� �ti tr"Q' A I41h. '­`­qIK' L�oOri�t­` . ­­ rrtffdi� Bennardo, PE ENOLNEERING EXPRESSB 00KA654q I Con Auih 9895 160 SW 32" AvERviF S-iTf 206, DEERFIELD BEACH, FLOKIDA 31442 (10t;Ell 154-O&CO j (866) 396-9999 T5.;i*FEAR!moERI.GExVIqSS.COM E%5tNt-,;rNQFwFRES�,_Com - Z",%; - --R _ - A=0 � .34 1-1 - ­t ,E­ ' Q_1,_ v­ . 1­ �-­' - , , � 1­ It ­. � � - i -All - t , , � --m ft 3� I� ?A1 ­ � :'­ ­ !1" . ­­'­ - i r. I "-,A, �M.11 � I - �E'­Vol -1 I � I � l�� , - - - " / - _'�__' - � / , �!t.'j." """ 11 n ! , Z -, Is =� '- , Mt Z , _oin � mimm W m v_�_ ��, � ; - . - I , , ; ­ T.- ­�_- I.Y. mm_ - � 11 - Z , - - __ r� NO— v 4-­j _Z' �_E`H - �'�E`O � / '7 . IT ill -_ I— 1-1 �2 .' , 7 -�' - - .(,) I . .,*,I- '_ V*&_1`I;A W ft - ` � - 41,1 , a.' - A , z I � I / Z '/ 1:"?" ;1 ­ - E;� �� -, ,I. I-' 11 = ; W . � - .7 . .. . " �' - .1 H .. � - . - : '_ I,- � -, ­ ' , - , . Ir' 4' I a � � . i 'F - - L 254 I . +M��' H­ ' � -, '4 ! -, fz T_. - k­ J . , 71;i , It - __ I ­'E'N' 11�1 �­ VtE�d -1 � .,;u wx I I *IRA I.t. d � 11. - E`E- �.� F:' 'I �FF _. I:" s� ". - , Pit �'r I, lI _- 7 �' 7� IF I �' I I � � , Z i - �I� J� I ; - � I - - - 1i C�-Zp _" v�Ortm 1 ! " 7 jof 11 I I I 11 11-w- '-0 R I �,A -1, I; 11 1�1 - � W : Of;4 I h , __ " '� � ,,,,, . " I -'i�'t*m-4 L� _1E, ­N ­ - 91 - __�V_ - I I /1 � �­ I - - "I 1i q A 'A'r'�i;' 1� � � '4 ; IS - � 44 'ap 1, I O'St". 'rX, f J I I I i I "I I �"�!�n�"*-11'7 - � V, F ��.�. I % 9 � "I " a I I 1� T", , '_ �'P 7 1 1 1 F_�' - - - � . '� A. I i 't" * � 0 �.% .. 04r I — . ;Z' F'o, I e � I- - , 1. 11t'� � 4. 1 _T � 4� ­ g. '� , * . � '. � p/ ��Z;_, -.,, I to �" 1 -4" - �Iac =1:11�" f It L -, '�4 � �VICU�'IBN - I i ___] I - - W MICR .M­_ , � 0 1 11, ­ - wr "-51,�_' I t I 11 i ­ -Z ifflimim �'IZL ­'Ei ,Rm [i'�-."�t'��-i�'­� W.*T:�_"' 117, I -1-1- .1­ r, 1%*! I.— IL ': 41 ­­ _�' iEn A M W t '_Inlzlll�� ­ I I I ­.AELL­ � LOT I . - �'.":. A" I`A� — _�� caj.!WiDrlwx� SECTION 'N., . cc III � - - Ili - .�. __ -9 th - � i � ­_. 1, -1 ED, ; �I'�'_�'-""a I 11� I -1 11"1011A - -'W' 9 I - '��L' - 6: '; j 8t Y �_­'--� I 1_1`tE R"­M'q1IUH1 NHAN" ""i;'.�"E""' I. wl��4'. � 1= " _�- -�_tr ,*��- . 9 ==, 1 F - I I � - �' 'f­ _Bftr_'��4­ 113-t-.41 ­ - Ve -2 i - % 11 - �,EO "�#: HE �� ­ ­-.1-1- 16�1?"M'5% - I ­1,z'II1Iq­'. I, - I ;'1"1�--E1%_.;: .�_ '-� l�=E!l­ �`�jpmk�� I ..1-7'. 1_'11f=ff_ LF)w I "� - -_jH , / C_'-:I E'.-nn -- - -- Z '- - : �J­ Lw '�­�'M, W..­ - . "K"Oftla ��' -_T'IEr �14 1. ..' T. .'rg-' - 1 6 1 , I 'A11_­1kI0' ", _­� _- `111141� ��­ F / � I - I ­ I !_t.�___ - ' _� �Ix � V E L VEL _-, r -'R �.,. 4 �.. . .. / :. 7 1� -111, 11&'..�"" �'O lrt'L'ttt�t"Fft� - 11 � �.. - - � � Uj I QIW_E,'�H�. N, .'� "KimlvvNw. r ..' i 11 . I �11­:1111 �­I . . F'e- Wl�hl N.", / I x 10 11, t. *:� " 0 , '1'1� "I . . - �"tv."'�'­ ­ -cc : / � / . � r ­1 ;_�L� 'i� E`.9`1;'F'%I t / " / -.,[ ­ I ­-.11 / " I- ��'­Etrl­ ", / � ! rn, ': ' ,:I � `11.411W _' L' - - �'W . - __�12v`& 1 " - �i 11`�� - '- L -cc I I I �11 - � 1�1 I� -1 , . _RV117 i - � i ��' �I,­-tI- � �/ I/ � �.­ '.� _1 � I I i I 91 i I 9 I . �1�190_ NE i - --li- - lil, I ,� .. I ' -.---- � I � ,_ f �� 'I - .. - - h - HE, ,,, � I ��i _11, " " _'� I I F11 ZLInw-ME: - - _'I'_ I � I I ; III . 'I `,�_ - � 1 1-16 t "'� ­ 1_W­.K-,E1 �.'_M I ACK-1-1-1 II CL , (%� ­'R­.­t -, a 11; 1. . rl�; - 1-1 " I I Of , , , �.I,';' .-H -A, - k 131 x OUX �-��L- I ,i� I it '�'Q_ ,;� 4-a .. . -4 RE I \0 � 1- �XAI� ­'. I ,__ 110 1, ZIX_' _` _. FEN 1�� ji 2y - F � �- ­ , �,,ul %1' �m 0>MLU - ­ 11 -1EL-M'1'-E � _.' - � - r I "I .4 A i� ;� IEEE t Z , I � & I .'�. I R ;_ d I I / �` r, " EE? 4 FIX., ­-o ­-1, E,If ­ L I �'. F­ % ' 'Z ',"__j '_','�'_� -"�­' ii,'_­ /"' " / 'L r � - K-111 - I - . � /� , , " "��'Z;'-� ­____ -_ - I I L - ,�:-t _� "'�;_ K'11�,E'.o ,� 1- '/ " " `<1 'F'_­I'�"'L tF ;;, " an'� -"�'1�1�11�-' ' - I \ '. -j�'C­t'.'t - t�' .... el il I / I w 4ILE i �Z AT -'�� 11'1111:"�"�'Tllt 11 I - �. '' 20-31543 _ - 1, �'; 11 - ­ V-t­_'.­ � 'I, I // '/ ' // AK;= e. - . . I d' . - _1 X . '-'- _I� -,.* � , 11 11 " �i)L22�,��,i�,��w�l�g-'�t,_M,�Q�y2i�--,�?4 . ,".I4,rK / �� jl� �'/ / � ' " r '_ tq;�;'; - � � 0K11% , , Y?;i�;'L,': ".;'�' 11 _'. �' . "I - i i 1 ;".�'O�",. ". �, _ I - M"ZO, I I= L � �jk' "IE '.'�&r� ?), � -�' Q��'Ol- - ­1 ­­ " 1-1 �1.41 ­_ � M_ E, ­1 N '­ ... j0­'­­R­ �E­ ts5l) �' 9 �E�—� ) �I' il�uww'ol AUHM, SH.q." t:2) ��' I . - . .0 . . ____ __ - -0-0 (2) � (2) . C_ U) —CU * CL) -1�- -a > . C— 0 (1) 0 �— :3 _____ _________ ___ _1______-'__1 L_ L_ - = —a tR5 T) I ,a) EL . o 2 . -LALLAiLON j0f JL!5� F ,20 H STICORM PANEL- � 0_ TL_ _aR__$ER,[E . ._$ - a) INTQ.TDAID-, .01'��ZR4U�-�-r.CON�C-f.'-F-T.E--BLQ -0 0- . -QK—A!i(-)--7W-Q--O-D-5j.R.U.QI.12.f-S a CZ �: I ' � � .& -I--, ,,I a) (D �L � 11, 11 L ��' m_ � -4 � I - ' .1 __ � _1 - . . I i L) � U) '+- - �"KtPxv pooft", �_-_ 11--_ �, t a = M .7 150FL.kirr on I 1 1,4's upc'Ai CD -0 I in � I I COEECRETE, OrNo, , I - � � ­ - � iwune 0 u- O'C' I _0 , ", ACCIARED - I . ­­­­ 0 -0 I � - , i �_ -= ZD , ; , " - t 11 � i . �'R I",. 14F19 WEAD Tri, I = 2 E = 7AE`CC44 . - I 114,FT' -Ex WAD TT'K --- - -_ I : ­ - -i . i I I , NOW H4FAPER - - I --- FsOL arg ,-- - - -11 4 - - --- - __�i� 0 i 0 CD 0 :.3: It a It* no �' �' , � sclarev, c " 14' "AcIv je I I V - � = __ - - - - - � 44* PROM i = 1� - r, I - Ift E=� Err N I I . .4T tDO-7 ()F -1 � __ I f � ­ � = �' 0 LL - I 1�lt 'I � , '<�v _'-0 ti� , , i .�. I '24� ".. 4 — In I I CZ 0 ��= ,I.— ICU - � . - I — L"=- - :;, �: � -i 4� : � - ' � � I . . . _" I 4 �' �' I - Z. E U , .. .- . " LL F M -IT- . U—) -0 E a) 0 - A L.W. = - - . Im I -i' - _L. El � I . 3 L 11 I 1 RHH� . 2 1 . __ - � - __ .__ ___ _____ - . (1) L_ � j ,-'I � f-'—� � . H___ � � - -N-o 0_ - E . l/.T.-w," 11 ----I-,! __ (n "'R M C:)- .- .. I !9' 11 -E �'� ah" I. 4 - � M i, -&-j X�i-.Q �� ; ' A , "'W "19 11 = tV;A;W' 114 I. ot"� i "i 1, ?- to ffs, "wct' m �_ . -0 ". - U) < jr­5[PARATQN- I I, I- I � F 'I- : : I I = � 1r, � I _L v —SEPARATION - 11 2 1� To C4A,15* : I '%MO'4 1 QLASS a I 'Al I � , L ill�tt�LE "I'll _ .- .1 TO KIM ror, 1 � 41'VIL7 i i � 1, ir 1, I '� -1 i " A"U"I : , 1, 1 " 1 1"4 , _1 Of � t, ­' � t 1-11 ­ -1 �' , - I.- � I L I � ,E " L ... �­ --- "L LL LI 11 . 11 ". - . I ­ I �, � � 1, , , "j, t I -1, " I V­o" r '_ I i = I - oAx we, 11 ' 1 4 4 1 � -4 ­.H� ocrfrtt. * 4 I � . If to � 11 - i 111A ' " PALO 'EvoTH RIF � - `0�w I - � ! '_1 I - - O , , i I L-r "j.-I . I -- L - - I , � 7 r . , �' L � I ; i 11 , � � - . ..-I ­ L � , . 9 V 44'. it - __ ' ' i I . � -_ I If I- w. I I ' I -SEPARATIO. -1 i # ) � 5 To GLASS - -- �OAIEUCFINw - ; - L I I � .0 : IF . ci;i= �. I t A - 7 '--�Ul2_ 5of - 4 'G GOIss M a; 'L, � . �;- h - - i �. 1 C 4Q'�-_;Nru OF 'L If i i . - - W, � I I - if . - - i � ,' 5, : " � I :- �� - ;;I 9 I I I � :�"'� j ' . - K I . i 1--7] _-� 1 _'I-r - � -1 - I I . L D � ;' "':� I �, � - � I, . i . I - i I I � .,- _E_ _ __ �, ED- I, - Ft� ­ EIN'M�' EIN, .' Sm'�' , LL � i �_ - .04twau" � �� - .- , , � 1 4 ,lO � � I I � '� L' , , ,,­ E� � , t � I J) ' I , I . ' i 4 � i ' � I- .a_��' 11 . t. Ez". � �_j f , � " I- :,:-----.,.. I - - I . r ��' . I L I " � ! : �� �f �­ _� Ill � I 1-, 4'r L.P­014 AR"QWt i It, . � I I I G 1'�` cta "'ro 1 � � � 1 i I I 14'. �,'� t . 0 ��� ��"""'� t����� 11 rIllino BDURui I I 1� 7 i �� L T�'�tILt� I , '" -oH"q� 0 �'� I �' 1 �.t��' � �Iitlqilotcq DR � '�' " �' oo� '' " , "I I RE1H,,liI' I : 1� i 1� � ':4I0C8rTE 5LE-DI :� , I , , , , ! , 1, I t:1011111R�Lll I 11��� 'WA"__WQWh2 I . �U_02h_al ALM8QYL_=W � Z �_�._ At r o/ G - � * SCALE 3/2-1. 1 . '11115 11� Ili,"",,, � "l,"; �k A - k I/7", . " 1� � ...... Ik �" '- " ". '40" "4�". ' �'C'E'14lT -%_� S - Z . - - t Z : - - .7 - FLOF40A FOitEtfNIG CODE �Non Higi, Velocity HIL)IrtBunt Zo�s) * u1ju PANEL LENw7'I x - �_ _.T. . . � : = 72OP� '��". `� . - 7 -�_ -I CALvAIRRED STrFL STORk PANEL I " - . . � -Gt mAx A SJO DESIGN slrk�L BE Z-6- � - . nE� � = * : III -- , 7 - F -h W-0, NuIx I I 1: - - S I A-1 I Qrl�_�_ ' e-7, %-, '-� - � I - I 0"W" g.. - �_�p . rm� Z7 �L - ; 11L1EC0,B,B­\' GLOVA& MTECTION PRODUCTS. ". ---!: �__ Z ' I ' �' ' � itd;M I '�' 111111 _R'_FI.4 A Lwamvr._� co­"� ­ I' 5_F7 I i c­ woiM N �" -- ' '- ' 4-F " �_ � ,, " L i I -Err , � I .' A � M - �.. 11 -, �vs , 1, I311 A - 1 7�� , � It, I � "'? '� , ' �. W SpEf � - ,,,, , S) �' " � - "��" - ­ I- 4-1 ­­'�' P­1. N­Pd-'-T�' ". �Nt'��FEO4 '�I';' I �.o 1 o" J I _'�� =1_7 " '� ­1A�Z;;;;�4� -i IA--' It " _­_ ;'; . - I -j � '�'.ELQ , '�'�'q " .L __�___ ­­ 1� -_ -A ­ ­- ­ - "---- ­41 ­­­ ­­' ­­­ - " ­ ,� .1 � � ­­ - - ­ ______ __ - ___ �Ih&'P�-� ­ # ­1 I - i , - I , I . Z3�� W I I __-I mi __1 " ALL AMERICAN SHUTTERS AND GLASS [249a GALVANIZED STEEL STORM PANELS (HVHZ & NON�HVHZ) � - - _____ _!" NOR"ItI INKILLI'DIM IFIERL� T01PANELzPAFL___j , . Rjf- I TYR I I'll, Et � , SECTI04- it !":14�1 1 11� �' 1-11�L'�', - F �!� � I 1 A rBuoBNUA­. FE SPx4 TABLE) ,I � , "' - , Z ,; ! R I I � I I '� / , I i I F, q- Y Y I? ­ � . I Z;9!� �W'- I . I � .- � , 9' FLAfq VT-.Vf -;-- F M - .LR � I 56' VSEL?� - 1 i _ 1 _; �' t , N i - - __ � ' _"IV - - A IT BOTTC" 1, I '�� - ,' � " E I Li � � CON N 'i� EFE.0% - . I- L ""!va': � I 0 177' - --, TY'Fll�'ALV-ER'TICALMOUfqTELEVAT"ION H O01-c'n I I. h -I '=� REVATT',:�N Vzp Wur,tT I - NTYPF-- <- P'Elww \ LE"'cv, (SPAN Aff0if I I .05STRUCTIOn) I i ' BUTTON 1 N�t - F-MOUNT I r TYR � �,Bf. � t PEEMN ' In - - � �'; E w � � I, 11-1 Req'm - 'A � " f5_� = -, . I . I - ----- 0B­_-1PtFC7l1X'f - - __ ILOCATICry MAY VAI'l-VI il-'4 _6 i .IVN2 te . a �' - - Trp?&ANT K, 2 a ' Cow TVPE` 1221-1 AS ARITC) I _ _' - ___ - - �_ 7j`E,t'x MT­oENA-JUo7 I=OO- -.7--­ Y�Eif-. A!% R ]�,t� li) � �PAN DELO W tMOSTRIJI-TION) � � To r, I LS MA y H C TTCIT - _��f_o _j _t, 7rt­r� I J I � i It D, . OFT IL 2D '�TITC A I I OR?111 1 4 ' `4 451, .*R ED i 190V V�v THAT corACCIN't4f 014D mi, 'z , a 1 -1 $ MACH , VSU WHP:i ATTSFY VA"toPOE-1, FASTENED 0 i SF'-AEoA&,B`E&8R%VlxiSTNtICTON� 04ERILAPS OPKI-15PAII iff"E APPRAOSRAnS"TABIX', VERTICAL MOUNT ELEVATION /-_2_� �NOTCHEQ PANELS) %-I-/ N-T-S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDUE' ;4 CAO�',J, VPt�ELS - ------- __ .___'__""_ - _ ----- __ _ � � , : kilr,Ill,t�J,NT %tUoM 1ANII T,1f'AA01t1hi MOTO bttO�, � 0V,`,Q'o,1H!_ �i&�-,,',C�4'FIAI�FrAd,'413TIT�$�I MAXINIU10 . � ni,�IEINI mluot'A'bu 1 IN!AtflalluRtl 4Fk� btVOALIATKNKIH�A 11111 'A"'Ou 4,AN I I I',"[ 1 rIAAjt1t,Lt�'!"'j 7RI,C-F 4�t,�v�:;��l',o,lB()vtll:[�11,111�ll:lq ,,'t' � . - - I .0 NI ; ,,, It �" � I I -_ - -_ R,.'L � � ___ ___ - _ tu­ . I ___ - �,t j" 1. I - , IK EI �'. _ � jA L� � 2 111. 11 I ." .I, I I;o'j',, I - -_ 6 n -_ - - -_ � - 1 i6E, - I AS 1 r.� V .,, I ­ ta 7 36" :t �'I t,le y l, fi'EA - . ItEir .�' � 1116 �,.' - _­ . I � " -�L -4,11 ' A; � �E' I , E� � __ - __ � 5�'�' �� 6S ��_Rf-___ . I� ,' _______ I 1:'I' - J-711 � lb A � E, ___6 - ­ r'l- � ___ - ? 1�q " q 77 __ - - 2�__ - ____ - __ - ___ - � j� - � �m'� __ :sFAN t&HtUULt 11U I tZO: - I� k"744, SPAN SCHISDULE7 V1­_­'­ 7�* uf�LEGN DETERMINE MAI� 114VNI: ALLOWABO E SrCFII ��;f&� SIAN, STE �ITCVLE 6 AOCEV-A%,� KIR IKE "UTI, Myz�ITNIE !005 LE$!', T',,!N 01 kpjA� 7_'� NEGATIVE LIE5,TSU fo`%D� Z 'PANE, rkSTfNEtS- AE SILOS �AOIHD r, C3NIL4V"rt0B'00MH 01,LPCHAWING 6t,t7t1t15L,.5 �','-.IA:A,C.","I,t���,[,V��p,%p4��jr,ETr��, VSEL�Z_ It 0 (:. PW IEL I'A $�TENER SPLCING rAaLI'4kL,­-- FDP I &.t , W� AND , W HEADER�,�-,NfZL�,L-,,IfiGSU-.-00�T I t_-"D TKJNS� . I i 3 Ltt�EAP1,14TEt'PGLA'-'�-,)NfttTVIE��TliQ-��Sl5 A�C EPTA& E, OT"FAWISF USIE HEAT HIGHER I Or,5. I GLASS SEPARATION r-40TES: I ENTLIR SEEA14 SC4BCkJkR WIT- ')S_-FNE DESIM . vC�AD If, OFTERM Pff 'W " T MR.'2Mk,MA,LO�'VABLE�LPAR-,k�iD'.�R�!:�T��c; u! TO aE PROTK fm , SCHENJLE IS NEEILIKEO Too USE W­ uO:;TT`,flE LOADS Q"Ly �ffrEPPOLATIC�tSETV�E�NLOAr-�5�si;F- :�l_Ekwl!K- USE ItFXT �UG�4EP tc,AD ' I I , 0A ;N��'A_ILATIOO$tA)T$M,e�E)r THEF��AEOIOUTSTOE OF ES$E1411AL �Klknws IN ASTM fvltqrjzo&�� I IVROtIS'i i Tt,�� B_A�_S SEPARAtIC404 SCHMULE IS HOT �EWAOD oNo ACE.INTMH -_1PAA-TILW PAOM triz 090TECIED OPE1,0hu IS SLOUIREC, ,ig,, F;='A1W':Pk'0E& -I I It "'* , - - Ly , �-- - - ' - ' _" MAXIMUM ALLOWABLE '�` .- � _" F4,1 �Ef�_�7': ; � - *' "'t -I DESTGN PRESSURES .-d I' I" � _H� 1 - I— � -_ � -7-7, 7,,�� , *11X-om 'Z, �f - :�_ 1 Hs wri W i N LEE BE NI :rju`­Er'� I DFSrGN NOTES: I " �' L I �'o '4 . � 't B PIISLTM� AND NLSATWE DF_q*N PRt_�SURFS_ C N_E:U�� �VID IrIlk T, H SHALL BE DEi 1HPM1NM IF I . M 9, 1, " 5�f�','rl! .��N �rSH�IS&STE P Lt�Vrn . Q' Z GjN'B�(4oEBADo -AT-. --f � , __ E4 It _Z , N 21 11 5 rX I __ '�17'4?M' ' ' Q' " 1, DL1'1'7"hNl�'T1 "W fl%'.-� 15B " OMA zli I � & f Z N-1 C1, T' � 14F I609 IX PHE rLDRICA OVILDON' , CWF SR4i_'- BE I 0��nkll � �','g i -1i D, UAL TO THE POSMY17 OR NSIAT[EtE DEEMN "OURP CAPACIt Y VA[UtB LISreD rakkEPE; rCK AFEv , I JI - 4 M AMUL', AS SEMN, , Pa :-k : � At IR GENERAL NOTES: J, TK5 5PKIFICOMON HA$ 5-EEN DESIGNMA-41) SHNILL III FABRICATED III IREMam or T-C '101A10A QUILSINQ 000C IPIR I ;M119 ' yI I, . iN �. R USE TFSH511 AMB I'a"MIDE' IM 1.14 15 "14Z., 00' IMF ED t�j "AV PPR O-T 11 C.- I i ZE � C 0 . I- E, Lm, Ir W. W� I 'I'Min G K T E AND CONFORM TO ALL LCIOAL SUILDIN' , CQP=_.�- ENCEND.- VADIM HIV` Lei A#ky' r4esmy CRTTMIA deyour ;S ;f.'Eit;_:,jCtErm T4­EqB_1! !DDMONAL SITE-SWIFIC SEALED - - 211 2-7 . 40 33- L/3-. INCREPIL&E IN ALLOVEASIS Z_1F.E_-- M�S UM 09-D IN 'ME � UE$tm O �` 111 Is MTIEM' AF T14EA2ZFTE(TtENGINEFF,CfkWoP,.Df,O.-HN-��---F 0 SUPERSTRU RE WIT11 W RICH THIS DESIGN, ISS Qiiib SfitEE,L W RESPONSIBLE ,7 NR' 71fE 131TRBFIST� CIF ALL 5IF"QATITIF; 51JRPC�,�M rHM oCoffaN W14ICH a - S'AURECOORMNA1%09YTIIEPERMYr,--,C.CCWTKqt-�� , i;EP�ATC'SM-ZPKIFIC'SEP�UEU�VEK[4����l�-Rr UIEFDRA 2-1 E Itur 0, IT DER70 DEVIATE FROK LOA I "' ct 's 0:11flF0 ED r.itr,'4�Mm,,N cc a _. ft Huo��O.Octr_.A�TTHIS EVOIN U5AFFE`tokE.CULAT"*AS K FRE UIRED A'T 0 - O'e 5 7M I! 5 ST EM 0trFOCLE D � ER�M N Is, SE4 F 1,1C.AAE 9 DOF5 NOT P R,Gvl BE 041ORMN'F1Q?tFf.1AASKr1M5Vt. MR5FNOoNOTTJQjMV�AONlFTkON Ed I 2 � 5, 4 8 7""- F R '9' "."TI'l,"'I"LL"'I'r�"I'll'.0 1.1 LACIR ALIC'RN.�HBIAZOO KjOSISTIEKEDE Apto't �"A' 'I 'R 1, v�;iiclplr DOCU,tShls FZ; USE IN ClUJIJACTION MYTTI, Tt4&oO1_dMLtX E I , !�4 EA i I i "I I�' O��OISN PRES&IORES NOTIED DRL1r1N1E4w_-o ON HAtLIM04 11FIRIoV, - � " 5 `% PReSOURIS DIKU10 In, A i.5 SobOY FAMon. r M 11 I UNIESS NOTED '6-rHR&'1a`T'ig'. It 4;T 6S � 4V SItAK ,j',1rKL1'tZ&M_%1-1V-1 M L�1%1. � � , T ' "' " ' I 0 �* I ""'W"t - 5 1r, 9 ', j I _0�01NFELYIFIT, -'AlSOFIS CORINXITOR , IHA I I -Mlru I _P 4 "NrK-1',V[ABUIANO' R. ,,,, irg , , RE MI-WN i 2 NYTI�12 ALULZI1,40 ASSOCATION, � ' k , ["E.- & AXY AT"FLICADILE FEDERAL, CTATE, ANCYOR LOCAL MIMS. I O: i � * �u 67DO4 PAN L% SHALL e E �`ECA STEEL-, �OXQ f' 0 SITAN PA,I,E LS SH� =11FORN TO �� OA51 "lltuf7t,", Gj.L11" a STEEL, CAB CALVm= CoATENz W r­'N A -oll H It" Pf ­ta _. mi. � IS, �,�AWMONU(19)LI-R"ION�SKA"G,����-7�ALVM:NUMALLUV, 2: EIRLE55 NOND OTHMIJ156. ,, FIE ROT'IMI PI!TAILS S OVIN � te.�Erf-�­- . AS FA" < ��TOW "'DITIONS OLT.7ATF' FANELB MAY 41- NOURTED VEA� OR EY" _IUCOIrALLY AS AMJC�, iT CONtft-MANCVORF-t#:fTf=DHEREIJ4B��-"=L�-e�P�-COLt2D��� I NOR-CRACIVED CONCRETE ON LY INSTaL AU CiACMFTIF: "ONIONS PER MA RE NUFACIDRER's tec"ID'EDAnow-51 I'm - 71 3 IF - 4s, TH9 CONTRACTOR W ftl;sPON51%_STV INEwI.KrE QN. "Rwrt"r ILL MEMERS FROM DISSIMILAR 447"jVQ FEP�EVEI�E�E'� �R'CMFS 10. ENGINEER SEAL AFFIXED HER ALTDTE� k DeSDEN AS I I I I 11 P. - # 11 i" if ' ' SHOWN ONLY USE Of THIS SPECIFICATION 5V MECTWTOR. IL, ot h I I 16 ; I I-MMMIRM R SA"'s ""'"Less THIS C"Whee; FOR AU COST A, DAR41--s DillUDING LEQkI_ FEES & APPELLOE FEU Fdi_�LILTIINS FRC-14 MATERIAL I FASPJO�1101(, SYSTE" ERECTION, & CONSTRUCTION FRACKES NWONC TKAT Iff"te" � -elts I 6 1 S 1 g I is CALLM MR BY LOCA'[1 SIMT9, & x­_ C RE FROM DEWATUITS, OF Irfas PLAN ., I I " EXAFT, As E YA ka;$ L'� P Ravn De O. Ii ER EI s. Von, A" DIM R A L ,- a�EIRCAVIOWS OF ATFIRMA'50EA 4RE INTIENORICE. IR 4LTE'RA'MO�4S,�1,VOtt)011.%.C���f,MH�'AV4��AKIFCST�rJr,t���;��MW,- I !1 I i4P4�,�l�YrO�EM"�rTEVI,1,1�OTP�".Ir,�$ILT�ISI-fVr�"rOh 17, PANP'LSIR�4,4LLBEPF.P,KAN�q(Tt,YLAKLM*-ITIIAPR�ITI'WMDFCL)LAA�E�L 145,,Tt VoOr n 0 �EkM CONTANINIQ IR� P0LLQEt?5KGV0CRF%_t4QM: 5 I I I 19. . 9 1, O it. if VISIT ECA,LC.IW%13 ' 111"Iffla "R r- � ­�:'��­T'�2-_j , ."L . :,'_ -I - - � ­,E­­� "I __ , 2i � 01- � jitftalliafaft;il� "I T1 . E­ or--' ,,, I � ��'-� I I � -ft L _ , _'�;"_ MINIMUM ALLOWABLE SPAN SCHEDULE , *­7� .q 'r �_2 --.r _-, - -* � -2 � � TOP MOUNT - 4 � , 414- : � k1i 1 2 a ri -0 - I I Z' 'i i _� - - 5 � I. �e j ? � - , � - � -2 li, � A � ". T 1 A S - It 2 L it L t I � T I �_ $ i 7� I_- I I - - � - � 1 & - - I- = � . I ,3 � � � el I � a - ; 2� � i � 'w FREEft9k,f .3 V 1. �4-. F 7 = e = Z� I Ey� T �V- IS— �x , �­_- t:r Ir - �M_ _a _ _ I 2-' _.L__ � 2, , . Z 74, _R_ or - -� I '� � - . ZF � Lot 6 %', Oq-dAq - - or- 01, -2-1 23' 2e 741 ZZ" �'I;­ U� :�r 1 _� ; 2u� ME � � Cd&2�' � ___ � -W 'r Zy .- I3-' -, s I- __ -2t �� - x" X � - E, 'I , JW 0 2 - ME."Wo �7f­ -g­ -" 24' Z4" 3j, US' I W M, Ar I& 48" 3T 1 ST 2 - '� - - --- - __ - ___ _r - - �'- - 29= 'i's- 1!�' - - �2- ST. � R - 32 11 �1'tt' ,Zs' ':V, - - , _ZO _;� -i _'LIL 2F'307 I 2 - R �1 ­ 1. r. ­- _- o"'II5 �'� -r- 1E _L� �� _'.11� _&'_ .�� -K.AE 40 I. ;�­ 1 ­!� � _9r,'_. -M 11i:. 4i� '.'_____ 71� 2Z, �4 �'P- _?r i. �' dr j"T _P,m!`E�� .�tK_ tr '44 � � I--- Z __ I =w im"­ - : S -, . 11 .1 �. I 1!Z 7 1 � 3�' I . Pl`�W; 1- � .460 19i - ' - I � 1 j414 ;O� , MI . � I � � 8'% a �_q' A � I 1; � M '-- j� W e, E� In, W � A 00 t ,a ' ��ll,�A�"l';�",",,��'���",.._�'.4,;�.,',��&��4�M 4^N"'�tt't"'-'-_­­1F'� � "N J'­­ 1, , "III ­_1`Eft-­­ ., I-I'lie, Qa � , ', �P-W�-�­ -III '�j�. �­.10f_" .114 ­ P16", 1!t I­'I.- ­ �- � � E­�'�­I," 111-1- �'�'_",U_'�___ S I I'�tL��-1.���F,�T_�t;��-�5.��l"�,����,��-��'t 11­�­Z­__- . LD - " " I -� T­­',��-­­', 1, - - ­ � .... .. Ep k� '. 'F�',,­ , I .�� I .­J�"­­­ � 0 - E__�­�Z' !.-.;�",I",-.,�!�,.�,,�11.101.,:��.91L-, ­�­E­- *E _ v�� � - - I - - � Z: . � W� -qa; � i� ­ , ­ L': 1 'E' ­ �-. �0_1 11P J, l�� I rl- , ��­ � < 9 - :I 11­ ­ � � I - ii;;� � _4 �_;W' __1 , - � rI_ - g , L�' '� (� �TpNAL �INTER�_C)RFASLELy,L�14G DETAIL .­ I...---.--- ­ ".. (n - W 20 S � � 4 t� . rI RE,I - -t� � -, M- Sj =' 12 . I - � f'�l t: a = = - "'m M � - _A`­T M - - E �8 I E Z-. 6 t, � - I . F AO�Ptolqf ! O FARM. 1 " I x 1Z, I. , I r�' �� � 1 � --r _.' �10t .. ,� 0"', 1 A, ' _ ""t "ZI J-.1 ,­F, ":" , � � __ E�"�"�­,'Itd'tl 'I ::I I I 1 -,3, ­ -­ < i - m - i � I j 11 -" -" L' I ' I- � - I I It I I - 10-1 � /,V, - - � 'AC'1' "'�. " ' It � � i I 1 '�' ,' ,,,, ..�_' �L I � 1911.1- F= II I E � ­­ , 7 � . a 'IS . - 6 . ­ ___ - - � -� �'�:r.',' 0q. i r I If d I I ii 11 - / / i - � �' �­ - RIF i 2 t '_ - - �"'! I V gil - � Z �_ . E �' � "-�" ; - - ,101 - '6 - - 'I. I � - I " � � ­ , JE I 9 _ft_c� BE .�" I i � � EM - � ,'I- I . ; i ' ��// �/ ' - A S � �F_4' 3 IF - _� � , i "'�' I ��� " . ��X ; , E ,/; 7 - " Z;11 11K -'s jL1 i . i . , L�� �'� � _t ­'.""� "' sNaxFY,_FFoHWEE_� 1 . " I " �_,t' , '. . � - _ t�i �' -31543 � 11:­.011 11�' 76-11 _"��"U"";:­�'�_ 20 -r r �_�'.' . , �' ", , "",'r"_��",'� , �'_'­, I- � l f'�'- '­_ �[.""_"N'' 1,11 ; IIIEE�� ; : : ' ONAL EGRESS, PANEL DETAIlL i I's r " � 1M17'T-5R',lOR FASTCNING � .'n / I C�) .T' I 71­ " , �- .EH_ -_ - - �;"� T � - �-_­X- -�2�10�-j ­( - -_ -1 I i - ­7 �_-� - � I - I ___ ,,'�- � __ �­' __ � - �­"' -o" I I --,;F- I _ � I � ; ,4,75�r E i - �' - �; ,r � t,w tT -.-.. - I i � ­- - _-&'�" ' ' - us, I 'P ­­� 1, E-'. j I I ��' : 2'. � If. 9 '_ ' Ll� �P'. .. 2 5, I " 1 0 :1 � �! '�j , It _ ,_� J _T � L ' ___[1 "' '*" �� �_'__ - � _ '. _ �� 1 I� � I-'- � _­.ti�� 0. t � 5 � , ". � I - T_ - , � _ --- -F - 75 ;'­-'-­j--fJ � - - A, 7� , I '-. ," "",__ _:�_'� � , x '�: R �" , ­ l �_J �'t�� "� -� y P, - - P - � I I I , , �t 11 � , 1, ' �� , I ' _ �� I � �'s'e I -1 � ­­: . , �­l r� t ' I - .19 j � �� I 0 M � re � - I I , � !-� 4, __� -1 I . . �__ � �' � I I L_�_ _ .,_ � i-�i 1 , t�it' , .1, I ". _ ir, "I', � It � L I i I 11�1 � �:.LLI j ­­ _­­ - j L %--I I ' , s L'EL-_4 1 ii: Q 0", L I � -1 ;,Q!l to � ­ -,I �t 'Ar I- FIT - , I �ill' i i t ' ' / - I , , �' m " i��" 'W�111,.;�,' � - ,� � ill ;'P'6�1 � � - I I- (Z>1 : ,- - � r,�'Y' _mlw. �,��i�12JI!��.-�.��ll��.-'�,�.!T��g��L�. r2NIUL AI�,),�ZFVL 114M-11 I ;m"T'LL , t Ot - . � I.Z ," - I E a �, I , ic, 11 14 I I -11 .� I— ' " I �E7 1 ", 1: � ' " o' � � � '�/ i : I r � I :1 7— [--i I : � _1 __1' r 1 1 � ' "'J'n � I,tp�!: �' I , 'L __ __ � , 7 I-- � I I ,� , � � � - � , � 'to" '� - ­'.�'_I� - j'��� � I ld I � I ' t�Q I �Et -1 �1 ­ 41' 1 '4 - f '�?5qL ;& I I I �� �' 1.1 4 � _ra . g I 6 L�`; I �- 6, U 1`1 I I - ' I "' j "] I _�,j _ �, , - Et - .ry ' - _� � , i or, , !_'-_�_j ­3sss, - _14 �_ F, F �. � [---i-3 EsA. I", '"' " , � - 1. 17.'�` PIN-! P."P%�'_ __ � I � � 1'­j_j7j 1 1 , , I j i'� � ,� ' '��' . 0150, ' ' (a . ­­1.1 ,I ... ;vi � - - F. _�'L - ' l! _524� �t TV - I ��F ,�Z L� - II N -�- I - T - 01[� - . [� . �a_�Em��." - - -, -, 1 - _J 1 li ' 1� _'T1 1�_U I—— ,'�I T .1 - I � _ __,,_, " - .1 ?�Tf� T, - � - r� I 5c", , a �. _�� , I i '� '� - U$�_' _ �___ ____2�� I'll 1 � �_ _� __ I � -, A I Z'� �' - -11 A1111 ,627'%� I - .t 0 1 " "I - ___ i J� T__ - __ 1 2 -iT �'� C., an � �'. _`:K' 1 4 _'3 F - 'D C'j� �­"­ ia�l� .' 9;�_� , (A - - � �4 I 11 . ., '.� . , I � �� � �..'� - - �' � V�� � , ..- I - - ­ E ­�� - - - - m. .:, , m I - ... �' ��'L. - Et I " izl .As I - C' _�� L -CREB *EoN.Nuri - - . �'_ . , I - I ­ �7� � . , � ,3 '"?�' �� i-, FJ-E�Z- W -�­ -;- � �; ," � - - "', : 4 ,-, '�,I4 -_� - -- 0 1 - ':Ti�. 11� , � ' _ " . ! � I- I _____ ��;_­ ' x " ­' I IF- < I , A , � , �!_­ I _. � , �-"- � '� � ' - -f - - I'll I � 1 .+ - .. � I � - - L I— ___ ­­_ ____ il , - f. r.­'� ::7 --- d - -�7�_ -, - I , I , �� __ ­11- I- - ­­ I -, �5���tl t2 I " , - �;'FtF�s -4 , - , ',",1111 -'l-, .' -_ " " e 1 2 ­ ,� 1 � I ''I � I t i L � -, ­ I K - r':: �, 7 I, '' , - I / I " VII 11, I ''I IE' 11� ,�� 11 � \ I ..", !"�"Lg_, "11;1', 5 1 I �.. � I I I t , ll;�0'1 - r' '_�4 � IEN1_TC_ I I " 14 � �' 11 H11 � 1 1�1 N. � N � : I , : ti � 't"'__'__' -%(;", ------- .- .1 '�, �'"��'Cw'-',t2'Mtdr'r 8� 1! - 11,11 /I . ...... , , r,,,, " '' -,---,-, ­ 1� ' I,- I 14�4�vfl 31 � I j, i I � r I � � L 1 t� I "x ' : � I Z,Lk"X r / � , '� E �7_­ I : ; � t;W V. E I �i . I , ' / "'I--- I "' � �_­' "%_.._.""""- - , . ",I I f I � , , ,i, � , ("I '­N""��-.­'� - �7,"E A['�A' ­­­ -;' / ' '<"'I' , I- .- -..-.. ____ ____ - I— ��_ �­­ - . I "� "" "Ill--/ "I \ h1_12s, V - �:I:I�r .� ':11 - � i_ -, � " I � - - - '0 I , I 1 NOM, ! � : ' IM", 11"er 4 _E1, t . _ \ , "ly .�____e -,'��'�"r'� I - 7- 1 - i -1,"i- [_ F� - N, 'I - I ­"-"'-."'EETr-_­"'­ tZ ,. -­­� �_ -A, LU 8 I %�' '_.E - __ ,\ 4 � a I - ] ­1 � 1, I, �, �­' ,,, . � 'I � __ " '__f;� ,� - , I ­11 - I .1- I " �i - .- �" �"�'�' I. -.�=' , q "" . 17 �� �L I -- ­ �: _' -y �'" I i 1)" , -1 - � 1. - . I - t .- 41 �­ 1­1. I I r. L� I I I . i '. 0__��_ _/ LOST I - - I j _'�`�r I � I , - ��___ ' ' �'__ - , ,- � - ,­ �'� (� I., , ­ � � '� _'A d, L' �_� I- - -11 - --ED - I - "I _'­ - '."­­­":1 .�­"�I-A�.%;'A�,­' - � " -�� '�/ . - , - ______ - �_ _____ _I __ I .- _____ I- -'1'­'i;­"_'H!tP..fI�-1 ' , - - 1f,W�IWA'r-"; -Or - �� �. ' ' � , I - � iii I t�" �- -- - - >" - - �� . .. 1 . , I" - - ____ � ­. -- -- - - - - . . - _1E - 11 � � , _� - - - -_ I ... �_ - I I I .� - - �=R:�� 11 , , , -.1 � � - �� : � . I - - __j : � 'i A ... - - � -_ - , �1�'. � I / , , , ... � -, 'I i �"�__ - , 11 � I i -1 I I I L I . I , - I , I . Zx C - _'_­_ - I � -- "- '. - L5 - 't\'­'.',� '_____ - 1�2 "­L: 7 1 � - -1 I ' V�' ' ' / , '% ", ��" 41 � _�.L' FOL, �. - .'L 21 2 _��'�nl'.F�'­'­';":. _-1. , Z_ 1_. , -_ I, I �- ___' I I / ', ��" 14 �_T_'_� - - � - - ."_'j­ ", �_'�'� - NIN � \__ _-LI, 111��"� L - � � - Z �!_ , ','; � 11 " ��'� ' dill I I I I �­ " � - - , �__E �.% .'Ll - ,r' I 51111�r -.,. � "' _�' 'I- � I r , � . �` �-��'-"' I -1 _ ?�' t� -- � - ' - � "'�� , - . I . L _. '� 0 MIT', " I'.L !!I I �'� - i i: �,,�_ 1 - � _-_,- . - I � 1- ill � '11-1 11,10­ , � �,' ,ii ­ - � � �4' , - 0 �­ ')�' �'I�111F�V`�D5P'!_ . - �� 11 T , It , I I -I " r _" rl�"��� h I ��' - �� __ �_p r 0-1,' , " ", I - ____MS_�� ' . f7t I � � "I � 11 1:, �� � I �j � &`�KI�:_­­ I �:t � 11 ", I " 'L I �� t � � . iFff r� �_ �.1�2::2m " L� , , I �� - '� I �' , #I Hwi S l Ill � 04CHOR', SP'��CING SCHEDULE& 24C­­,,­'t - t�, �_ ­,_��17- �� �L _ _ (,'I� � � - ­ � �' r � Z - _ __ ___._.______ __-2-� EDGE 1[11_1�1`4NIP " �_ - -11 �.­ ­L � -'�-i ,,,, IrL ':�. -_ �L�� I .. - 'p - EERI-"-.�'R. . _ ---.-.- __ , lyn ­ �� -_ - __ - __ .1 I ± r- - � �_ - �� , 11 I cl r_2 '�_�_'_ (�' --!I-- 11, I �� -, � 3;OW ,,I t� ,­ ;:,, ,L1 1� � !f.-, ��'! t,, t,1 �. R I t 'LL _L�5 _L_ - � - uE,uAt E � � r�,' E - . � I " � � I- ­� ; i _ � 2_� E­ W "'15 1�_2 '.. �' * _ r a __� , JL'r [15 ­� ­_ '�.�'­­ ., .. i­ , c ' 'T ! 11 -1 I" or 12�1._ . - : ��%'�:! ,`.�T j �!' ' "5 "', � I �� I I � � " � � i I'll 11--hoo- . : - � __ �' EL.'� - - - ­ 0, . f. -. _L� � : �_'­­ " ,a - ]RE- J,_'�L: Q, Il _­ 1 5 I , E - a5 I TA-t -P 7 � �� "_ . r. � r, - -___ - � � �z___;Eal:n� 11�;' -- �"" "'� � � . iit� !�i"'!`_:�:i��'�-p'�Iv t5it "7 W. E'�!��'_'!�"-! T� ttlrt'tAw'j� 1� I'.. '_ '7- '_- '_., __ -� --I,,-- I-, ­'T�:�tlT� p['H , � E.." �.' p - I 'r; _7�_ _� I - E i �11 ' i �. -, i t_:��,Ioeei,,,,,' I ' 111 � - I ­ ��n� I. ­rr I ­ � - __ . � __ �: r. ­ ­­ r, - yL;�� . ' ' L� J,. A4. � . INVI'1`1111 �' � -. j j­­"L, I �� - L. -� D " I,,, - _' q �, �LL� t. � ..'a, I""' _ - - __ - ___ 6 's.�_- _­ I: I - �i�?��1_4 f_�­ I - � , ­i I:I: 1 W., _�"_5__�� 1Z.5" I�;� . � 1-1 � - �� T �7 _� r, 1 1 r, ') �Z -, - - i __ , 1-1 - , -- - iv � liittt �Iz� ,.W 1. _� E : , Z I I . . . . . I �� . ­ -_' - -�5 1 I �x - ­ " , . - 3 i _1511m n h� i�_ , ` ` * ga:o . : � I t'- ;�:- " - � _6 - I __!L�___�' � . tt ��- ��' 1� � T-- I � - - 11 ; .. I I � � �z �� �'- - ­j-N�' '25"2�U'l-, � _ '. ] '� � �!g '- � 111;.11" -, �:� I'll _. �_­ ; I- , 11� ,�: � � - - - ti ' � '.7 11�1 It � 11, � � i­­ - _- - - - __ I � - L � _ �_ .Z ff 1Z '�- I- _' I - I= - - _.: �� El� i -, -, Ir :--.- Z i__ " z ff 1z I � M� - '. L 1-.51 I . . � _______ - - - �< :::77 ___ I � 12 - ­ Lj�_-;­ , - �' I _' _r�_ �� - .- - __= " 'E i E ;­ � tL� __ I �L �j I F"� 7' J, 12. [1, .L ­_ , _�' � - !-.�� ';� " � ��j a - C' 1. , ,.I t .� �' � t�' . r ir" i� 5 ­ L-: __ _� , � - � _ _ I lz� " - - ____ �.S- ELYGE E45TANCE - - I I � i '.� 'cE � __ __ -1 - 6 -5 1 1 � 'V,"/"T -A'- --- - ' - . ' - �" I __1!'_'b--_'-' -, M'- ___ I - __! � _­_ F�� � - 1 55 , .16� W I -- - I ___i ; "I ii - , I'll, I I- I,, I I - r - ,-. � , , ,I� , - 5 11 � � � ­ I - , i_�� L . - � I I � .' ­­ ­ 1 _� 11 I'll, I , � -Ad I - " ' ' ­2 - I -1 % H=wmww, I � � ­­­ -,- �'�­ ­.. � - r" . t � ��'L'� q r;� K­ ' - ��� !._Tg.� I � �:' I 7 � _: "I � 7F,7� - " - - ­­ �" �� ttttttt ..... t� L' Irw&S",t� 1�11 I t I , ti` �" �' , ­� � - , 3, ��� ,T -, Y � �'� I" J: - 0 � - �­' - � - " � _' r � " , . � �_j_ ­ J_ 1, -- I I 1� _" � ­ __ , "'2_'. 11 V�'�_ I '� I"� _� it : �' , L 'a 5_r. , ___ ! I '� � 71, 1 1 g tl---;, Il - __ -.- . - ... �Ijrj , � ��':Zz ";� 7 � . � I �l _j7, -,,,. I, - - - ___._F-;�T��-_-.­-! ___:t� , F � ��' T � ­ - .7, - -_ 0 ,: I I I - , , , �" �- r, � _r' ii I I V I i 11 I I �`� ; � 11 �� � ALL mwil , '�'; , , I .- - - - � ..... 11 - _' ----­- � _�:�_�L�L'E­ �7-�' .111.1 i7t_� 7 t' 1� 6_' lI,F' i E6 ,' , � , - _._� ­ �- -­Tz�'�"'-"5,­�­�-��. - __ . .7 � ;� - - - �_ -_ - 1-111. � --- 7 -_ 4- � - 'i�7 - - - * qo� �-�! I � , � F �� "�'� L I � 7 � E" __ � I . - , F " , '� ­ � � _� I �_' �� . I �'z ­­ 1- � � � e � � : ! i I E Z.--,E - -'� "-'i77­ -1 - __ � _-_I- - __ 1. , � � 7 - ii- - - � � 1 �- " ­;I''� 4 1 1 S' I- ­ _'� � 11- . - - __ _­ _ ---- -- ____ lj-.l �­ �Z:� __'_T'__�E2._-_ �-- -I � �_�� ff � , ; ; -a 3, "� . e"t ­_ ;�­ ­ 4 -, it - -, --: 4"- , ��' '5,; �.' : �_ � 3�' ' -' "- �' - __ � � - * ! - ­ =--i-__-;�- � -- % - - _ - - I I 1� - �- E �=I� � � - - , . I - t �' ­ � - ;�t� � - ' ,_ �1 I I � - - - ! __� __ _; I-m - __ E - � -_- ----; __ 'r I'4'�o_ 41;I - - __ ----------- - : "_�� F� , - .. , ___ �_ 1 314- EDGE, DISTANCE -..----- 5 ­ ' 5 � A.1024PIR -'­ "I'll. "I - I :_� iTypt rostI � = I� �- C" 11�1 '_' I C't � CM =_ 14 2 ml- i,� Eor,V5 .1 . I , If � j-1 716� FIT, _a� . , � . ­­ I " I -1 r'�.d rr' - E . I . I a-_:�gWW'Wa, 4�' I ! 52 . I � ... - �' - '-A �' I' 7.5 �. _�'r:� -. ',(I ' L 4 7 " 6j;" 12­T' - Jj6'1q­:w' al� �j,' _L5_j' L, � _t ,,,, 'Q" ';,": -, � ,,, ENE- 12_v� l--u- ,,� �1 aa- � I 'Z : � I �� � , - 1-b-1C-_FI1-f�r-j - - ­5-1- - I, - .3 - L � �: �". IE`I�' - �! !" � L� �� 1'� � �!' � 151 L�Lr iL'�'5- -, -�"-. I I r", 69, '� ­J, 1.0, 12.s' Iil�5 35,0' 14 - I, O-1 115,07 20-D, FZ . F E""""Ot��j'4�`�11�tr4� -U.- - -1 7, E, '2� - - L r- � ___J1 .1 ­.. ­­�� . , "ill � I 1�1 Sj: M5?� �e�w S.7- SA ­ I 40 � �;_='TH I�A.lutp*' 4z � ­ , "T"'T: " I � E,I.V D'o I A � 77 F J�L5'-1:Lf'14' ' ,9.6" $.6. 12,V - 7'- - II7P Ke iP - ', n - ­­­­ .. .. .... ­­­ ' � 1, rlvi " ­ � .1 ... , _ � r i_' � �,=' - �� " � ­-- W 0- 5,6� 1,�' i$.Y' " " , M -7, i'ro '�,,T' SS' __. = 175 12%,1_161.0' IFT Ld" �LA- ", TT7 _107 I F-11 �llp 111. 11�_ 41 1 ', 5' M13' q.T" IM 12Z' P � � �14 _. "t L�il - -­_ 4 Z7 , , ; _'2 5 IM � _1 1, , L.. , ILV' ,,i -. 115; 13, f.-H.",-AH-1 I 1 7 . L____ - - 1 - " i � '��t E�_ �� 1 � 017 11 51" JkL 9 L" = 12,5" i - "��.. S'� I�R K E� 7 !'��; Eg�� E�� _ '3. 1� _ 1�5'� _._ .I I. I'll, � "E" � ,I LZ V= � U" 3g, t- " _" I K7 ftz; i 1119 " I r 2 ­-r­_,.,E, I W - � � - I' L_ 5- i�� �-'_ 1IN"E , , __4 - - ' '1-1 1 Z� R! Z 11 `E�"- .::: N11: " P a . ; * ,*'" 5� ! � - " i I , - I_ , 7 - -'; ,; - -!:":: 411 �8W ANrH(.)F,',- NOTES: . ,:.Nct+,P ,V­t­,E,,.j,_Ir A-u7s rIi, au �,��V:�u,,­ G,F,T[mEF,1 E;EF.:o, 5ur ONLY PROVIDES �,-,,�,,,Z,,�-,,,,,,,r,,,-,,-,,"4"-'-�'-' '_­""1""-- '"F""'I "I'"-"' I—— J� C . I EOW�� 1011411ITF i�,4'k-�,�NAF41p�,)P',Z�lfi,l���,��,,"t��j�f���� 'xiJAIFION �t!�F ���)L,l�Illfli�W�',LIF,l���IL$C)�'4 �­­'EACY, ttt'F�F_D�vtr,trr,FrC� JO'621'4�1 Ft44,tl ���:��l:�l"�lill�11,1:1-lp�r,j:�4�:��1"1"i4BLfVAI,UESM.P N'_ 'W AN111 U ,,�&Arf FS OVIWL�Q"jr�' CLKIN"UT ,,r Of.1, I ,,', 1, 4 �NID4�jl',, .,` -�L,_ rl� lflol'b ULM IN )�O�'toT.Ao�' 1 EY!y H 1I1AN]"rrt7 , Ij kE P-1V ISCOMENDATIONSE 5� 1� ) LIX,'t �' 1 � I CK I f,'�­,T �1 RIK'. �' RE !� H4 LL I­Oh�'�Xtl TC4 tIZT il CIX" ,,.% K. E. '�'I"41 N III . �!" "* r ,I S!4'r LH I --' � '- tr� ot,�M ]o ­%Ott.E,� 1 F01'F B'j L F - 'IWCEILU�. I�,J�FFU�NT '&Qr� IA,�,T r-TS11A �11.t EXILU 'C�,', 'IIJI�_L;, F�Wt,", '�Votx' AND UFHES,�V,ALL = N�� ­� N;'�'� � H151, � -�iH' �t - 'i �� - �!I� . 5 'j ""'YOP �"""'r t'� V­ FEC� BY OTHERS TO -_ - ,­F_7Z�::'.�L4 F;ZLI��-Jrp .,aAD,5TC-�.'.-�-,TE-R,4,c-lj'�-� - � - 141�'P.114 r A 14 _"��Ikf V-1 r", HfRe, N �P�� tmL FIE ElieFEeL,.�-Dri����N-l'.�Af'.K�rlooNfREmcf#L�-�' - W�;ErL'� - _'N�. �,__"'P�TW`tE 1',�N�(;�E) --WPdqJI`I` ,, EFt�',Tlf;G 'CTi":'ri0N_1 MAYLVLAY� REuEf . '---; MAT r��',; FF?E;LEi 'Ert 1 ET'­��*��Pwfi�.A?`FITI�� rlt�"EP'_4, NCIr �'LYtik"TD. FAS'E�hlws - 1--rel"30, :� Zt__Mr`­K4 - IX4 , ­7 ­_ - �­Fl � " - I _�Zu E_ 1: W."FFIEA:li".��,�IPLEif;j."�ENT,l�'ll,kR�,11��--��'-'�g-.'.EIIAMIP�',,,A-�,.NtkStfALLBELC)r,AYMlw C-'��,-R.,'�Ft��,,tT'61 IL _, ,:Ill 'KN,� �,'PEJD-_) GTID­�_'- H­:r DE51FANCE 1� �ZcVIECAIHJE 'OR WOOD �. - I ��IIIAQI AlIX" IT10', ltb'� 1, El� _'�.H,' --H.' �L!i P'­ � _-�­ - C,'� (tq�"I­R DENS'Ty' LAC 5OREVV 1�16_1. I-tAVE t1rP'�ir_11.14a1­!FAC�' OR HBB� HE�. , _. I- F1HW:)'1 B�I. '1rF'1'1L1R-f, "RE OEVIA�' ­NEIKA�_, ALL-VOTN-15. 501_1�--,,El 5 BRASS BU`50ING 12 1,A1t_"H14: 7 Itl ' V4.1:4oLL Hit','-' I!�-' 11�N�"O' VN-,0k',CME*T;:E` T�IRFADS OMTHE BME 0403-P P�F'7' tl'�" ! 1AVE IrF'WR A PL" 'tAC' -- r�4D e-A WAPF4t I L,'D lSJDE*ALY, bccj� u ILD ,B_;� 4 , . - i�r !I11F011,0,11 IMOEDP[Itld AND FCKEIA��Aqu -_-A,iJj0,69. sl��Cw Otl:�'I t:rj�v$ALLRNII;H�, 14 = Df.S12' ItTlIn !VZL[iDP�lX�'L�,�Ck�iCit�S--�l"!�-'449.E�40',A�:S,7fA�,IIFI�!��";L �� * W,%�,ji i�,11;;,��r',[T��NI'l,q��-lil�,�[f��I'll� A i.ilIE4'41!IT��ill��'11411��'li[n�r�C�p�IA',;14"r -VR1cr--_D­._F ,�C*qr'i ,-�-le��ll��1-1,I�ll�l::5,-Hft�U�iF�,L��51'r,il���,L�� TH11- 14'-rt 11 � ! . � f, I I , ; � � I � � i I ;� �� � � I . � 082023 : � i ,�� lirru . ", '' . 'a 09 1 Review A Ist, I ____ - " A K - e I for C ORION cOMPIcte and appro ed - , @,4ev ith the 20 0 FBC 7th �d by Oehr Anne Kla 111PX2300 R--------, - 1;17 , , . , �� -'�'��rll � __ 'Ifq-� ' - 'Ir 1 0,4 - .Z� WM I ,I ;.. E I 0 _34 I E ��v K I ,� i AT I 5 C, �t �11 I; I ,, 9 P " �E[ j 3 .1 11� Is I IE , I, - 0 � U - n Z I �2 8 02 1 1 c 4 � i 1 5 Nil a ot .L. � _'r V+ I Z � a I I 3 V t I < dif Ig LIS � . " hi W11 " JW�L 10 = L I a 0 RR I U) =.�' > rg"gg� ".1 ; 0 L_ I I U), CL 0_ � < (D -6mmill 0 =3 ; 0- 0 a) � "� C/) M "I M =L LL] �� � � ZE < Z , � = < . __j 0- I SHEET NO. . I S H; 1 .5� FOLD UP WEATHER WINDOW UNIT U 42) TEMPORAPILYSECURE C" "'E"'MIREMENTS RESISTIVE BARR IF*R Po BARRIrl't FLAS"INC, TI41W X, DOOR R01JGH OP -i WEATHER SLOPE P 'her 'The exterior wall envelope shall _gwithaweaT -resistant-extatiorwal BARRIER I RES011VE 0.3 in: 12-0 in R703.1 Gene!av -,vtalls s lail provide the builidin errVelope. -0 > WOOD Ff C U -iwvl� _�ONSTR, '0.6 cm: 30.5 orn) ;de­�r�,)erj�r C on R7U-_ I A TAPE IS (:I) (:) EXTERIOR include fiashi� az a Tdi% 1 BEAD OF CONS rR SHEATHING BY LAPPING DOWN SELF�ADHERED FLASHING THRESi i(A D OFD<)1.)R AND 0 OVER RIM JOIST AND UP OL CD R701 1.1 Water restslarc;e� The enveiope be designed and constructed ";.I, IN UP JAMB USE L KJLi:I E that prevents the accumulation of water WALL BY 6 IN- EXTERIOR REWR mannei Cz NAIL BRANU UH f-UL011 VVLA I flf_�q within the wa�� assemb�% by prov1d ng a water-resis".3nt hanker behind "he exterior cladd�ng as required by Section R.703.2 and a means of (D PRO(T)f C,'AUL.KING CEMT. FIN. 5) ...... WEATHER StELFAOHE'RED Fb%S11LJG BUILDING PAPER draining to th�--,� exertoi �.­aler that r-enetralles t� e ex'erlo,ciadd og, -CID 0 RESI$ITIVE BARRIER SEAL TOPS OF JOISTS--- IRE LATH R703��2 Water­res�stnvzt_,�, barrier. fOne �ayer of No. 1 �asptkalt tell, free from holes and breaks camply!rig with ASTM D226 for Type I felt or other c: 2 W 0 UNDER DECKING SUBFLOOR approved wai--res-stilie barner srfall be applerl ovet studi�, WrSheathing Of ail extenor walls No. 1,". asphalt felt shall be applied horizontally, s? ISE L DETAIL WP07 �ISFLF-ADHERED! LASHING W1 t e lower layer no t less t i an I, e upper, ayer lapped' o-ver > approved mater�lais be- insialled, in accor--­­4131nce ovit! the vvater-resistve barre-r rnarwfaCtUrer's Installation instructions. The No.15 asphalt HEAD FLASHING T1114N INSTRILIXTIONS: 0 felt or other waylef-iesisfive barner aiater:0f shall be continuous to the top of 'walls and terminated at penetrations and building (D 1. Cut, foW up & temporarily secure weather RIM JOIST resistive barrier above header to allow for appendages �n a mannerto meet the requirernentrs of the, eLNterior vvalI envelope as des(-_nbed in Section R7103, C�L THESE DETAILS ARE GENERIC AND 42- co 0- flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R7031,7.3 Water­res�sir,,,e barriers Water -resistive barr�er-�, sha1 be �rIstalledas required in Section R7,03.2and, where applied over wood -based AND WATERPROOFING METHODS TO weather resistive barrier mcAu� watef-T-esistive vapor-peraleab�i�" t�arrjer vvith a perfory'narice at least equivalent to two layers of Grade D paper. 'The BE USED. 3. Fold weather resistive barder back aver head ------ - sheathing, sha I do a z �2' individual layers sha!' a flashing and seat M1h tape mstailed independently suich that -each layer provides a separate confinuous plane and any flashing (installed In - ----- accordance vv�th ',Eiecflon R703,4" ntended to to the %,va'er-resistive barrier Is directed between the layers. L Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW CEMT, FINISH SILL/ POTSHELF/ CHIMINEY'SHOULDER Exception, VVh,,,,re the vl,�ater-resjsfive barrier that is applied over wood -based Sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER WFOU 1 EXTERIOR DOOR WITH DECK - SECT0N A WP02: W P 0`3 equal to ol -separated from the stucco by an intervening, E, r than thiat of 60-TTiOute Grade D paper, and is substant'�a�lv nonn.vater�absorbl rig layer or designed drainage space LXTEMOR SH&ArHING MECHANICALLY FASTEN IF RUBBFRIZED RUBBERIZED ASPHALT EXTERIOP SHEATHMG 34% 1" BEAU OF CONSTR INE',TALL SELI-AflHERE-D NEEDED IN CORNERS ASPHAl_T ADHESIVE ADHESIVE SNE TO BE AkrIPLIED UNDER RASHING _008,5-k WEA01 THROUGH SELF -ADHERED -,g, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied WCEMENT AGHE, R703A FlashB,�g, Appro',.,ed metal flashir THRESHOLD OF FX)OR AND'RCP JRN 11 - - O311M, SEE FLASHING FLASHM---�,, it If hing shall be corrosion resistant. Fluid -applied membranes PLASTER I shingle-fashicn, oru$ accordance Mbffie n'Janufac,turer'z instructions. Metal flas FLANGED 0NDOW SFF LA, -nufact frer's Instructions. All flashing shall be applied ina manner to prevent the ha� UP -JAMB 6`� US- LIGUlD NAIL BRANE, Wpkr,�J applied in accords 12 MIL DRYLOK CMU - MASONRY BLOCK A0 I OR EQUAL WEATHER PFIQ C-A1_fL4?,1NUG Used as flasNT'sI'Li shall 1,�e -nce with the Ina R, REFER TO'TFC1JMCAf. A'iz.-Il Cevity or penet ki o the building structural framing components, EKTREIAE­ UETTEIR ON OREWCAL SCORED entry of water int It ra, on of Water t RELEASE PAPEP A Self -adhered rcienibra—e- use as shall carnp[y with A&MA 711 All exterior fenestration products shall be seated at the juncture with WINDOW COMPATIBILITY FASTENER N SELF�ADHERED FLASHFNG - Oith AAMA 800 of, ASTM C920 Class 25 'Grade NS or greater for proper joint expansion and go! DA Tf. E L N, MEMPSEF1 _P041­'�CORE the building vvnl] Lev,: '-- a sealani complying PELEASP PpPf_P rC 1�� N1, C 1 8 1, AA MA 8 1 2� of, ol her a pp raved -s; tandard a a a pp ropriate for the type a f sealan t- F ILI id -applied membranes used as T JCrNT EXTEND A TOWNTUVI f �I)SEALANTAT SEAJ_AN WINDOW BUCK TO N ADHESIVE AS SHCWN) contraction, -1 OUTSIDE EDGE OF MASONRY -qo- waills shal cornplywilh AAMA '714 'The f ashing shall ex hid to the surface of the exterior mail finish, Approved flashings 2) SEALANT JOINT Shall be irrstafl,,-,d at the, following locatiorrs,� WINDOWBUCK flashing in exlk INSIDE EDGE 01F WINGSNFRAME 1611�,PMTOR""", WINDOWBUCK S EECTION-A (SEE DETAIL 1,AIP02) �ojr extend to the surface ofthe exterior wall and 1,,Exilerior w n oor open'ngs F �ashinq at e, or windo� and door openings shtall AND EXTEND TO N, 1 -WINDOW-FRAME 40'u-T H) MAs)NRY-----_ A finish or fc) tlie"� b�zwrier corriplying with Sect'on 703-21 for, subsequent drainage, Mechanically attached flexible flashings li" `11� L- SEXF-ADHERED FLASNINni 7NI, IODF P I,_ R C zkl� shall C-�",)rlp��y A-ANIA 712- Flashing at eX1 rJer Tridavvand door opeOngs shall. be nstalle-o'n accordance with one ormore ofthe BEAD BRIDGING 6)701<'�JLED SE.AIANT RLIOUIREMI folio,. >-< CLADDING AND WE Ow n mant arld flashing �nSiTLTB'_tions, or for applications not addressed the -fenestration 5 FRAMIF- S�`J,F_ALDHERED FLASHING `,d F fefiestratioJ Jactu A 3) SEA1,WT WINDOW FRAME I . . . . NAILING FLANGE WINDOW SUCK ALL THE WAY rrianulad.I.,irer's instructions. in acco,,JIEnce �,,,,,Ah the flashing JUaI)UfoI',tUrer's, linstructions. Where flashing it-Istructions ordetails are 4 pol AROUND, INCLUDING SILL < vkded,, Pali fiashlrQ shalibe Instaiiecl at the sill of extenor wirtd,,ow and door openings, Pan flashing Shall be sealed or 2), SEA' TOPS OIF �IOISTS as to drec', water to the surface of the exterior waft f: n'sh or to the water resistive barrierfor subsequent �floped ir� -such a marin V-1 I Do ra:rr FLASH OViEft UNDER DEC,'�KIrkri A BOTTOM NAILING _Araunage. ,"penings usIrlg par flashIng shalI 'Incorporate flashing Or protection at the head and sides- FLANGF_ 8 ISEE DET.A.A. VIPOO (2) (7) 12 1.2. In vvIth the flashing design oi- nne-thoul of a registered design professional. 1.3 1.3, In other approved methods, SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED A ASHING SELF -ADHERED FLASHING LIP low& 1 U 1A In F1v1,,%(,AAMA 100. FMA,",4AkIA 2001, Fi\11A(t1VDMA 250, FMA)AAMA/WDMA 300 or FMAIAAMAANDMA 400, FENESfRATION INSTALLATION AND INTERFACE HALF ROUND 0NDOW WP04 EXTERIOR DOOR WITH DECK Wr 51 INSIDE CORNER WPO 2.2�At'h,�� of chiin'lrrevs Or, other rmasolry Witt) fral"t'le Or' Sf.U(.,,c:o wails, with p 'ecting lips on both sides under roi stucco copfngs� 3.3.Under and at tlr�,,, ends of rriasonry, wood or wetaf copings and sills- w- Groundr-a— APR 0 I I 4.4.Contrnuousll� abo%�e all projecting ,,,vood trirn, 8 SHEATHING 5.50here extet'ior decks of, stairs attach to a Wall or floor asserrtly of woold-frame Construction. A f 6�6.Atxall �wv` roof l-It-f-so-Wons, -i guitt rs 7.7,At bulSt-�t Virttiat RLvi, Water Resistant B rrPer, As Pl3ns Review camp, sist, Inc. JAMB, SILL AND HEAD DEENIL Lath for ed and app APPROVED SHEAT"ING CIMPhan., it,, the SELF FLASHiNG - i 020 F8C 7th Editi APPROVED HOUSEWPAP PATCH Sheathing THESE DETAII S ARE GENERIC AND MEANTTO SHOW GENERAL Liebra A, rip i" ahr NY230 0 STRUCTALATH TWIN TRACK 2.5 FLASHING AND VVATERPROOFING METHODS TO BE: SED. 314' CEMENT PLASTER Al U 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "0' SEALANTSOCKFTWITH DOUBLE 3 Cement Plaster TOOLED APPROVED SEALANT—— SINGLE WOOD BEAM m a0cordance With 718" Cement Plaster SELF-ADH G J 0 1 sT -iED FLASHIN FLOW EF AST MC9'216 in accordance with -ADHERED FILASHIING 4, SELF k - ASTIVIC926 'did Felt backed l-ne, ILI I -lance lad In accom X", Fell backed metal -dance .A ASTMC 1063 SELF -ADHERED IN voil lathe in accoi SELF -ADHERED 1._­_ `3K'i 5 -17i:�V� FLASHING FLASHING (2 with ASTMC 1063 - — -- ------ Building Paper- ':X "'I I f­')� 0 f� #* P1, 7/16" O.S.B. woo shtordhing SCS 06 02 WINDOW FIN INTERFACE WITH SELF-ADHER,ED FLASHING SELF-ADiHERED FLASHING sheathing "R FOUNDATION WEEP SCREED DED SHOULDER DECKJOiST W EXTRU WP07 OUTSIDECORNER WF1 08 Poe% lns'nked As Pe, A H FED FLASHR 11G 2x FRAMEWALL--�__ SELF -I"' D''E"I Mvin lct� Spc r V1 a I � T t a I I i Sta F SELF ADHERED FLASrrNG (SA __O� 0 otln-v� ot k bottom cau ��RAII LAlJEvYRR R IMAGE WEATHER RESISTANT ODUCTS ETAILS TILE FINISH UJAGE P Df A .; PLANE (Dr STR SAF "END PER'"- LEG rnpede or similaar Wee —_ --- I -- -q) Scr joint only SAIRRIER (WRB) o� BOND BRFAK WEATHER RESISTANT BAR RIER BONIJ WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO BFIE0. WRA SELF FURRING (SFji UkTH Rrl;o' Weep Screed 1 t2" D]JROCK > InstalledAs Per PER THE FBC RESIDENTIAL 7TH EDITION (2020) PLAS;TFR ACCEsSbRY SHEATIAINK,'�,'CC-p", SF LAII H Marrufaut. Spvcs� CIO l'-4u PER PLAN s, A "I'v > N V-0" PER PLAN f: 1/2" Cementitious Detail Instructions WRAP DP WRB ON'R) 0 THE VERTICAL Refer to the number marked as in each detail that corresponds to the 'URFACE TO TOP OF Cement Decorative Finish L. numbered items in the list of instructions below: FLANGE A, AD AIR inacco BARRIER - , j with ASI Nr'-1Z Inside and &QPE n0 WE 1, Install �self-adhered flashing order asshown bitnumbers iNT-J, FLAklc+ over woo� 2 n 1: 3 _A0 t ­� i outside comer > floor 2� Install flashing and weather rpsistivp barri r to form water Asheddin "4;, need to be miter 4" OR 4 81, CMU .41 laps 81 CMU 4 cut and caulked all -adhered flashing can be (PER SEAT DE:PTH)-,-.._._.kJ % butt 'Dints need to 1 Self substituted for building paper z I—S-RUCTURAL FRANINQ 4 4� Split the release paper using the ripcord (Split release on demand, becaulked Rain N� IN - : " _N Starrit edeor Sim, embedded in the adhesive layer) - for ease of installation and to p A RESULT OF ui caulk for all cr (X I'HIS GAP IS 0 FILL WITH GROUT V, STRUCTURAL SHEATHINO PLASTER STOP — I E minimize scoriing cuts A NATURA��. SHRINKAGE. E RIP OF SAFF CL �kl I jo ae 'Stre_ 5�. Remove all release paper per standard installation instructions and CON 1111flUOUS BACKER DRAINAGE PLANEUIRB 1-JI14 . — 0 - - (D UJ % . I , I �4 adhere to substrate using a Square piece of flashing material (6" x 6" ROO REALANT DRIP SO4EEDF;1LAISTIC �_BOND BREAA WRB AMI ft. ACCFS&ORY J oc­ (D TV (n Minimum) SLOPED MUD BED---� 7 6� Fold as shown by arrows, SF LATH LIJ CIO 7. Angle of corner may vary, adjust folding of the flashing accordingly to ail 0 r fit tight to corner VINYL SHOWER PM Note: 8. Mechanically fasten as necessary ,4 'The building paper at rd metal lath must be LU it -7, installed overthe top Of the weep screed. PLAST-P STOP < A z CCINTINUDU,'_:� BALXED SEALA T )vei r ---- --- i z <7 IN t -(,E-rAENTrPOUS5- FINISH < A _J MEN,= 7X;11� SHEET NO. Aft WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER D-71 ',At N( EA_ _E WP1 1 WP10 WP1 au I TAPE EDGE OF HEAD FLASHING REQUIREMENTS WALL FLASHING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE STUCCO ON FRAME - 7/8" TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. j 3-COAT SAND FINISH STUCCO WALL FLASHING O O STUCCO ON FRAME - 7/8" 3-COAT SAND R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED ON SELF FURRING LATH ON 2- i L �O � LAYERS OF WATER RESISTIVE FINISH STUCCO ON SELF FURRING LATH ON AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER FIBER CEMENT SIDING O O- O 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING PER ELEVATIONS N BARRIER COMPLYING WITH WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE (a PER ELEVATIONS COMPLYING WITH ASTM E2556, TYPE 1 (TYP) EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN tm U cn THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN CCf WALL SHEATHING PER PLAN SHINGLE WATER N w SHINGLE WATER SHINGLE WATER co RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM SHINGLE WATER RESISTIVE BARRIER RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED 0 Q C O �. RESISTIVE BARRIER OVER WEEP SCREED OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 0 u- OVER WEEP SCREED TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE Cu O 14— C6 TAPE EDGE OF COUNTER STARTER STRIP FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� O O WEEP SCREED FLASHING °' JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED N a)L L STARTER STRIP O CONT SELF ADHERED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE Q CONT SELF ADHERED WEEP SCREED FLASHING TURN 3" UP WALL BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT F- -0 FLASHING TURN 3" UP WALL COUNTER FLASHING OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS COUNTER FLASHING 18 GA HEAD WALL FLASHING 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND CONT SELF ADHERED TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL FLASHING TURN 3" UP WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. UNDERLAYMENT— z A z_ SHINGLE PER SPECS SHINGLE PER SPECS SHINGLE ROOF PER SPECS R'703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE SHINGLE ROOF PER SPECS 00 ao STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED STEP FLASHING TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO `* EXTEND MIN 8" BEYOND ROOF UNDERLAYMENT TO d TURN UP WALL MIN 8" UNDERLAYMENT PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TURN UP WALL MIN 8" UNDERLAYMENT z z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO ROOF SHEATHING ROOF UNDERLAYMENT TO PROVIDES A SEPARATE. CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ROOF SHEATHING TURN UP WALL MIN 8" w PER PLAN TURN UP WALL MIN 8" co ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE PER PLAN d �r BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING ROOF SHEATHING PER PLAN 6 PER PLAN "' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 19 WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6„ 6, DESIGNED DRAINAGE SPACE. R703.4 FLASHING, APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED NOTE: NOTE: MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED ALL LATH AND LATH ALL LATH AND LATH SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ATTACHMENTS TO BE OUT OF ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL CORROSION -RESISTANT MATERIAL METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S HEAD WALL RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ROOF TO WALL - SHINGLE TO STUCCO ROOF TO WALL - SHINGLE TO SIDING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 3it-1 1_On W 311 1 1_011 ' " SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 TAPE EDGE OF HEAD 'TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, STUCCO ON FRAME - 7/8" 3-COAT SAND WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE WALL FLASHING FINISH STUCCO ON SELF FURRING LATH ON TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE STUCCO ON FRAME - 7/8" 3-COAT SAND FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE COMPLYING WITH ASTM E2556, TYPE 1 (TYP) FOLLOWING LOCATIONS: FINISH STUCCO ON SELF FURRING LATH ON PER ELEVATIONS 2- LAYERS OF WATER RESISTIVE BARRIER TAPE EDGE OF RAKE TAPE EDGE OF RAKE COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL FLASHING WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 WALL SHEATHING PER PLAN— ,a SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHINGLE WATER RESISTIVE SHINGLE WATER RESISTIVE RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR BARRIER OVER WEEP SCREED BARRIER OVER WEEP SCREED OVER FLASHING MIN 8" OVER FLASHING MIN 8"— OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE n FOLLOWING: WEEP SCREED o0 WEEP SCREED - CO STARTER STRIP - 00 STARTER STRIP ca 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING HEAD WALL TRIM FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE EXTEND MIN 8" BEYOND RAKE WALL STEP FLASHING TO RAKE WALL STEP FLASHING TO FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH " EXTEND MIN 8" BEYOND EXTEND MIN 8" BEYOND THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING UNDERLAYMENT UNDERLAYMENT . HEAD WALL TRIM FLASHING UNDERLAYMENT TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE CONT SELF ADHERED UNDERLAYMENT INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FIELD BEND PANEL UP 1 1/2" FIELD BEND PANEL UP 1 1/2" FLASHING TURN 3" UP WALL FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT BUTYL TAPE SEALANT PER CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION i MANUFACTURER INSTALLATION INSTRUCTIONS INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER AND SIDES. INSTRUCTIONS Z' CLOSURE MANUFACTURER INSTALLATION Z' CLOSURE 00 INSTRUCTIONS 001.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A 'Z' CLOSURE 00 C° REGISTERED DESIGN PROFESSIONAL. STANDING SEAM METAL STANDING SEAM METAL i ROOF PER SPECS 'Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ---------------.ROOF UNDERLAYMENT TO o ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. TURN UP WALL MIN 8" ROOF PER SPECS TURN UP WALL MIN 8" ROOF UNDERLAYMENT TO 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY TURN UP WALL MIN 8" ROOF UNDERLAYMENT TO CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. TURN UP WALL MIN 8" ROOF SHEATHING 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL PER PLAN ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. NOTE: PER PLAN PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. ALL LATH AND LATH 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A ATTACHMENTS TO BE CONT SELF ADHERED CONT SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. OUT OF CORROSION FLASHING TURN 3" UP WALL FLASHING TURN 3" UP WALL -RESISTANT MATERIAL 6.6 AT WALL AND ROOF INTERSECTIONS. HEAD WALL RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. y ROOF TO WALL - STANDING SEAM ROOF TO STUCCO _ ROOF TO WALL - STANDING SEAM ROOF TO SIDING p THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL 3n_ 1 -On W'p 1 W r 1 5 FLASHING AND WATERPROOFING METHODS TO BE USED. c APR 10Z3(D U) Virtual Review > Plans Review coy Assist. Inc. � foram pl`- Pleted and aPProved Dance vvith the 2020 PEC 7th Edition i3 by Debra Anne Klahr PX2300 Lam, IL O Q -�--+ 0 cn cu cu w a z z a J d SHEET NO. WP 2.0 n ■ r STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; WALL SHEATHING PER FLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED HOLD 1/4" AIR GAP `� BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN -- 3"=1 I-0" imiffel WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED--, WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING--� CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING co PAN FLASHING 6" MIN ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6" CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS 2X NAILER SECURELY FASTENED TO DECK ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL : ROOF PER SPECS 4YMENT GLE OVER 3E iEATHING N 3E FASCIA HERED WRB TO OVER WRB ON :LOW )M BRAKE METAL WRAP �CKER ROD SLANT 'J' MOULDING 7F BRAKE METAL ON FRAME - 7/8" SAND FINISH STUCCO FURRING LATH ON 2- OF WATER RESISTIVE COMPLYING WITH 556, TYPE 1 (TYP) IEATHING PER PLAN FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER STRIP -- HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING 'COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING IL PER PLAN RAKE WALL WP16 WP18 3"=1 '-0" HEAD WALL WALL SHEATHING PER PLAN FIBEI PER SHIN BARE STAF HOLE BETV FLAS CON' LAP I PT 1 COUI PAN ROO TURI CON' TURI TILE 2X N, FAST ROO' PER FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > c V N C) +- R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED L AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE CU EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � U THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. CU CLS CU R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM 2) O N HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q a O ?� WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O O CU EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .Cn O O JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THQ.N 6 INCHES. OTHER APPROVED � CU i- .� L Cn MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE � CCU CCU Q BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT -0 U) Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 17 BUILDING STRUCTURAL FRAMING COMPONENTS. SELF —ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID —APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER —RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS s SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: ; 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. E S 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA r= 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD —FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT—IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. VJ cz }, CDO (D APR 0 2023 0 U) co CL Virtual Review Assist, Inc. Q plans Review completed and approved tar'OmPliance with the 2020 F0C 7th Edition �--+ by Debra Anne R'iahr pX2300 U L' O ^^L U) MM� W W Z Z ) Q J SHEET NO. WP, 2A