The URL can be used to link to this page

Home My WebLink About6513 Back Forty Lpi ABBREVIATIONS ABV ABOVE AFF -ABOVE FINISH FLOOR AHU -AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BIRD -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 FIR 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 - P.ETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQIN -SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL LINO - 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: I = STAIR CALL OUT HEIGHT OF STEP DOWN FOOTING CALL OUT - STEP DOWN C = SEE FOOTING SCHEDULE TALLOWY 0 = KEYNOTE CALL OUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 �A = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1 < ELEV NUMBER LG-2 0 LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 �---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 TECHNICAL 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 Q 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: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. L E N NARSN LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 1450 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 TRUSS CONNECTOR REVISION 3.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 4.0 GAS FIXTURES ADDED 5.0 ADDED SHEETS WP2.0 AND WP2.1 TO THE SHEET INDEX INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 FLOOR PLAN A3 ROOF FRAMING PLAN A4 ROOF PLAN A5 EXTERIOR ELEVATIONS A6 FLOOR ELECTRICAL PLAN SNO STRUCTURALNOTES SN1 STRUCTURALNOTES S3M FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS SS RETRO FIT DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL PA1.1 PRODUCT APPROVAL PA1.2 PRODUCT APPROVAL PA1.3 PRODUCT APPROVAL PA1.4 PRODUCT APPROVAL PA1.5 PRODUCT APPROVAL 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 JUL 14 2023 Virtual Review Assist, Inc. Plans Review completed and approved` for compliance with the 2020 FBC 7th Editio by ®ebra Anne Klahr PX2300 CV NOTICE TO BUILDER & ALL SUBCONTRACTOR IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE" BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. N F 0q 0 N N M 00 M to V Q 7C)_ 2 co C L L O } 0 0 0 o Q •- C U 60 iz N j � W v, co 70 0 ��1)co -Q �O 0 LLj � 0 LU O I- ¢�zW x xxWB QLL00U�0 �Eo Q H -J¢nV cwzxwo _- ¢� oZ am0 Z ¢�¢0w¢OZwZOWUOCL o U- OW�YDQQ Q E5 D i7QQX O� LL Q o. � LL 9 O O Z (N LLJ 9 1- U) ti ❑ F- M O Q CO M I'- � U)LL M Z U w� J O O d' mi O N N N N o 0 0 0 LO N N N N M M O 0 O N N O � 6'7 i O i Z O N W O O O O ��• > c- NM � � i LO V r v J �Z Z O z W CY)�zz O W U VU� -� Lo _ O M)zj p o�_ .Q Z aofa C- W 3: Q �..� t W r �t- 0o z ,-� _ W <�D �. .L) Q OZWO � Z Uaz �z r 00 0°- z CSz w - 0 W N 0 LAST PLOT DATE O • May 8, 2023 z 0 J 1 COVER SHEET U I= bo a� (-) 3-1/2" 30'-0" 4'-0" 2'-4" 5'-4" 4'-4" 10 3'-9" 6 3'-10" 1, 2'-5" 4'-0" 15 7 � OA I I1 1 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) — CD � 0 U II v 2 B M I I1 I B S3 I I a I I ii I I I II 13 \ I 1 j I 13 I.I i > � g �� CDNp�p I cow 1 __N m_ C.J.---------- 7 N W r �--r-r---- z— I � w— — --- -------- _- °__ ------ �- - _ _ - -- - ---------o -� r-- 07 F - --- d = I I - q I NU - II I U)II q : I ii of o,zi11 I ii v li I.- N�ii I 1 11 6 I I W I 13 TL ---- - o I 1 I L------ n I 13 I II 11 I o I II II II II 1 I II II II iv 10 6 II u I II II I II II � L--------- -- -JL----------j ----- I v 13 I u---- --- r ----�---------------- 2'-2 3/8" C.J. I I PLUMB. 7'-3 3/8" 8'-5 1 /8" 1 1 LAV LAV o SINK / ELEC CONDUIT ELEC. CONDUIT J N d I I bo u' 1----- 1 I v �IIt- 0 9 J 0 I -----� o o 13I �I I -----� 4 -� - ' ---- I � 13 9 6 1 Ii 1 14 I 9'-2" I 1 0 I --REF.--- —— — — — — — — — — -------- C.J. ce) 1 ( 1Q I'I I 1 _ ----- -- - ---_JL JL ----_ji ---- I I I 20'-6" N S3 I 1 1 I TUB uI 12 I 11 17'-7" IW/C 0 I I 14'-10" O LAV II m m LiII I II II I 13 m IL-----J�----_- - ----- ---J--�T----------------- ----_� -- - - --- ------ o IMIt H II �w ii 14 Ii1i 11 10 I * o Ili S3 O 6 u ii1l 6 I II II K I I II S3 M 4'-8 1/2" 1 i o L �1 WAS 111 1 ELEV ♦ 7 1 1 (-) 0'-4" m 13 II I = U- U ` B I �— pp A m o q 1'-0" 3'-5" I o Q Cl) CL C.J. - � 3 JI I— N �' MwCD F 1314 , I a " Q A C? I I - fV '4 3'-8" 1'-8" 3'-0" 1'4" I ELEV(-)A4'-8" 6'-0" B I B r 4 - 0 0'-3 1/2o I o _ ILLa' -1 14 I 0 0 — N — N = 1'-8" 10'-8" 30'-0" FOUNDATION PLAN (ELEV A 1 /4" = 1'-0" 16'-0" 19'-4" 1'-8" A FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R 0 = FILLED CELL W/(1) #5 VERTICAL 9 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS ®= WINDOW OPENING ABOVE 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 1D 1/2 DP X 9 1/2 WIDE RECESS 2Q 1 1/2" DP X 8" WIDE RECESS 3D 1 1/2" DP X 13" WIDE RECESS ICE MAKER LINE SINK - KITCHEN 6� REF 7� WASHER 8� W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 TUB 13 36" x 60" SHOWER PAN 14 CONTROL JOINT 15 42" x 42" A/C CONCRETE PAD C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. B1 MONO FTG 16" x 20" DP (2) #5s CONT. O PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY JUL 14 2923 VR Virtual Review Assist, Inc. Plans Review completes) and appr ed for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 M N 0 �N '._ 00 - LO d LO s9 co LO a W O w 0 z Q t/no` N LO - F O �O q d N Ln co 2 -0 �_ M E r o 2 o Q N . W N Q ry n1 L co Eco' 7W v01 _J z�W Q0f 0 �-103: LL00 Q r) ��I. dxxoz000mZZ�V 0 0rILL wpua w- w-w�� EL O IL v _j W UOZJ 15 QOW W Z pa� LL 0 X p p p Q � 0 wQ �¢W ill O z W O I- jUU))o O M O J Lo �C/)�� M O Z0F_ z W W J O O J I 0 N N N N LO O N O N O — O M O O N N I N O Z O O i O O N O O CD O I I LoW > r N M. 4 L!') ' CO Cr zZ � Qz O z� 4_j -1--+ O W U 0 o 0 U V U5 Lo 0 0zj Oro z aka C) F_ wwQ � 0 ~~o rl ZOM W I.-D L� 0 ZWO 0 Q U aZ" z N z LL �C ZQ � � o�J MM0 W z z z Lq LLI J O N O 0 LAST PLOT DATE • May 8, 2023 z O MONOLITHIC FOUNDATION PLAN A 30'-0" 6'-9" 3-1/2" SH 25 HID AT 6'-8" EGRESS 5068 SGD cD H.B. \ � ij � 2868 ti ti � J \ N \\ N Lq OWNER'S SUITE \ co 15'-8" X 1 V-11" 0 8'-0" CLG S3 60 \�yA 12'-7 5/8" \ 6 4' 3'-9 1/2" 6-0 5/8" GREAT ROOM 14'-4" X 12'-6" \ VAULTED 2868 2.5/12 VAULT. — — — 2868 CLG 12" DP O. BATHaL (5) SH M 8'-0" CLG N W.I.0 A TP N " ' 8-0CLG N U) 36" x 60" TB 00 SHOWER PAN M DRAIN bo LO DINING � SHW HD M C° co 10'-0" X 12'-6" m & VALVE Q VAULTED - N R & S N d o ono o00 N � a- X: 00 00 CD o� I N N C% I 7'-3 1/2" 4'-2 5/8" CPT. I w v N TILE M co ii u ( coo T 4 " LO BEDROOM #3 KITCHEN ° z I N 11'-11, X 10'-11, 12'-6" X 13'-6" ii< 8-0" CLG VAULTED ii i1 0 Q Ln N �- w0 j o W Z0 � C oo� 2.5/12 i� c° © N w VAULT. ---- 3 Q W CLG Y 00 o w 2'-3 1/2" "' 11 '-6 1 /8" _ DW --- 2668 Cn co 41_6" 21_011 _ to N 4'-5 1 /4" 7'-11 1/2" co 3'-9 3/8" '-3 1 /2" 2668 _ 10'-3 1 /8" b? U 00 °O `Q io C r M8'-0" CLG Cl) Q W REF �6�� o W N _ N N BEDROOM #2 5 SH 9'-1011 X 11'-111 2" DP (5 co m 8'-0" CLG H TB TP N _ BATH #2 L 2'-9 1/2" 3'-2 3/4" 8'-0" CLG M W _ 1 I v M O I o= 2.5/12 _ VAULT. INSULATED CLG = / ~o WALL ¢ — 20 MIN. L - - - 00 AHU PLATFORM M RATED DOOR W/ ' LAUNDY WEATHER 22-1/2" x 54° PROTECTIVE 8'-0" CLG STRIP ATTIC ACCESS FOYER- K BOLLARD 4'-4" X 12'-8" d' �� VAULTED S3LO SHELVES IN 7LAUNDRY AT —60" A.F.F. N m DRYER O VENT o I �3;-'l `Y)DWHANSEN o M /2" BOX 1'-0' I 3'-$, 4" PADDED TWO CAR GARAGE o — — — FRAME WALL 8'-0" CLG 12x12 CMU PORCH SH 1/2 33 COLUMN VAULTED CLG HD AT 6'-8" LINE OF GARAGE IN -0' 3'-8" 2'-0" 4'-0" OPEN POSITION I I 4'-8" 6'-0" I I I I I I 16070 I H.B. 1'-8" 16'-0" V-8" 10'-8" 19'-4" 30'-0" FLOOR PLAN (ELEV A) 1 /4" = 1'-0" 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. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F, *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO p = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: ELEV A AREA PROPOSED FIRST FLOOR LIVING 1448 TOTAL LIVING SQ FT 1448 ENTRY 19 GARAGE 387 TOTAL SQ FT 1854 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) JUL 14 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FDC 7th Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 M N O N 00 LO 0 R M f' 4 ,fj ¢ z 0 z ¢ V) N W L U N (") M A� 0s t p 2 o -2 rnrn o 0 V! O W 1 N Q � N C W LN 70 L co E co 0 "°a W � W ow wpE- I—Q of=¢� zX �O=� J¢p¢�<E 0��0 z Q C(n0§Oz"'0 oomzz O Z Uwaw-wwwv)Xc QF-QpWQozwZO0oa 11 0w gi gYz¢¢ OX �¢ Q ¢ wQ 0 �Qw O O z N 0w > (n O z �1.-.7(MO �( Ln CL (/) 2U)L L_ti < LLJ < Lq F- z _M z00 v� W W J O J I I I 1 O 0 L o N 0 N 0 t N C/ O C)•-- O N CDi ' N O 1 i 1 I ' z O N W o® O O I I Lo o � N ,M � Lo M� '^ }F- Zz W V, C)¢ zU) O W U ZZ w0_0 UV� O Z)zj Oro z (Lira Q C) F_ w=¢ � mew ono z O = W F-Z) ZWO O z LL z �z Q F� pU ow z ¢ z Z W WCD O N O LAST PLOT DATE • May 8, 2023 z - 0 FLOOR PLAN A C i� a 5'-11" 0 N 30'-0" U CJ1 > U > 2.5/12 > EJ7 M U J1 — U ti`ij� EJ V w j U CJ3 CJ3V U 0 .4 I n CJ5 CJ5V > i A7G � I N 8'-0" CEILING A6 2.5/12 VAULTED CLG. A5 I I I L---------- ------ ----A4---------------7 II 1 I II II I II II I II II I I II II II II 2.5/12 VAULTED CLG. 8'-0" CEILING 1 I I I II LA N II Q II L--- ----------JL------------- JL-------==7 I I I I II I I I II II ij - �l L I �I o 1 II 1 ih Ln 1 I 1 j 11 1j N I 2.5/12 VAULTED CLG. i i Q 9 1 71.11111 I I � 8'-0" CEILING o --------------- ----------------- ---- -- ----------------- 11 2.5/12 VAULTED CLG. I ��---�J II I I II l l I I II II 11 T7 8'-d",CEILING I I I II II II I II 17 II II II II II II II II 11 z Q II II �---------- II L L------ ----JL----JL ----------------------- -- W W O } i 1 2I.5/12 CLG. I-4 ri II 1i II f I �I I i � !t 8'-0" CEILING o I1 I A2GE p N M C 1 2. /12 EJ3 U i J�� B2 U EJ3V B1A 0 0 m B3G a 4'-8" I ROOF FRAMING PLAN (ELEV A.' 1 /411 = 1 1_011 Lil REFER TO ENG. PACK FOR CONNECTION TYPICAL 5' SETBACK CORNER -SET REFER TO ENG. PACK FOR CONNECTION CJ5 CJ3 ti LO U CJ1 Cl) U U 1'-0 5/16" 2'-0" TYPICAL T SETBACK CORNER -SET LABELING AND SPACING TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR l'HE 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 P.00F 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 "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TOLL = 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 FDC 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 NOTE: 00 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 SHINGLE ROOF HEEL= 4-1/16" 9YA LABELED END MARK HANGER CHART 4 = HUS 26 (SIMPSON) d a = LUS24 (SIMPSON) Total Truss Quantity = 75. ATTENT10"N! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or less 30' to 60' Spreader 60 degrees �. .l or less I 1/2 I 2/3 to 112 I line 1 span approx. � Ta line span approx. � REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. ROOF DESIGNED FOR ALL REACTIONS AND UPLIFTS ARE SHOWN ON oo 11001MA ENGINEERING. LOAD DESCRIPTION INIT. DATE R/01 Created from BID 8312288 AS 8/6/2015 RA01 REV. ENTRY & ADD HIP @ REAR SHM 9/18115 RB01 Add Vaulted ceiling in Great rm, AS Diningrm Kitchen Foyer & Ent 12/21l2015 RB01 LC9 AND FBC2017 HAB 12/07/2017 RC01 RE-CALC A7G B.C. AS 7/24/2019 RD01 LCA JTH 1/4/21 CARPENTER —� CONTRACTORS OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHDNE1 (800) 959-6806 FAX: (863) 294-2488 I BUILDER : LENNAR HOMES PROJECT MODEL : 1450 CCA PROJ/MODEL/ALT 7A2 / 1450A ALT DESC: OTC LOT a BLOCK DESIGNER PAGE HAB DATE p 0806 2015 1 LAN# SCALE N321593R 1 4 "=II M N 0 N co Li 00 Ln Q z W 2 O w 0 z Q /V) m L0 *= 0 q U M N M V) U a co L 2 O MINE -9 o 2) U � Q : zm- Q.N C 7W L 0 i=- Ua V, W (D LJ 0L CJ LU 0 W< /Q z Q Q X Z�0W O �0?XL00W QQ U HLL =1 aR_)owzmooi_JQ3W296zo-X00mzz O Z (UJ W TWU D �Q'QIL ZIZof Q co a_ LQ J OW g F— gWZ ¢ Q OX 0 � 0Q � Q Q LL O f— LL O Z W z p�Coo <C to M � LL to t` �11�11M Z U W 'W J� J 1 2Q 31 Virtual leview A sist Inc Plans Review corn ilited IiIn J ip rov d for compliance ith tie 21120 FBC Ah E itip by Debra Anna Kl I hr P I 23 I D 1 1 1 O 0 N 0 N M 0 N 0 N M O I N N I N I ' C)0)O Z O ' O NW o 0 o O o L> N M 4 L6 CO Z~ az C)zw 0 'O W U_ Woo U U U Lo O Z)Zj ow— Of'o Z W < ® = W=Q � (D F-~o H T� ZO7- W ��m Z O zof0 �—� Q Uaz" z z < LL ;C ZQ � � OC) O z Z z w Uj J O N O LAST PLOT DATE • May 8, 2023 Z0 ROOF FRAMING ___I PLANS A GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALC: 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 F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1854 SQ FT VENTILATION REQUIRED = 890 SQ IN VENTILATION PROVIDED AT RIDGE = 552 SQ IN VENTILATION PROVIDED AT SOFFIT =1386 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 11300 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 TRACEABILITY TO MANUFACTURER AND PRODUCT ROOF PLAN (ELEV A 1 /411 = 1'-0" M N 0 M �x ,, tr 00 r' i 3 �co k LO S 0 nz n F z Q N LO � W L U C) M co CO j�� M W i C O W U` � � aim CD0 U�0 Q LU QN ^l W 70 L 0O s= 7 0 0 CL WLLJ <Q U ALL U) LU0 �� ¢< z q 0 Q� -2j Q F— ?(JRWOoQ Zo°° 60C/)x0z0WOOM O W O O Z wWw-w �zz� F O J EL QO WO�IQ-�ZWwO�U�IL O Q O Q Z O ¢ Q Q LL I— LL O O z W O� 5 M O Q w M r 2w�ti z < W < Lq W IZ M_ 00z V W W J O O d0' L 1 ' 20 3 Virtual Re 'ew spi t,;ln , Plans Review coliple ed and a ipro, e compliance with the 020 FBC 7th 111. n by Debra Ar ne K ahr PXX I 00 I O 0 CD co UO)M o • 0 M M N M 0 M M 0) O N N O z O — O i O 0 N w LO o CDO CDO 4 L6 I I CO } zZ Q z O zw }� O W zz 000 U U U1 _ Lo F O z5; 0wp Or z a�a C) F—LIJ a = ww~ mT-w U F-~2 r—I _ 0 Z 0 T_ W�� O zwo OQ U wLL z az �z Q F_ U J 0 O m z A4 z W W 04 O N O 0 LAST PLOT DATE z - O J ROOF PLAN A ___-1 1 - 1 -. � I T- _... I I I l A,,. 1 1 11 t of 11:'I J Li: '. ;l. . t�l. 91nd :i'.i.�iT i --- -- - - — 111 STUCCO CASING P=nn %nnTU WEEP HOLES OVER ELEV AT 8'-0" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF SHINGLE R( ELEV AT 8'-0" T.O.M. 5/8" STUCC( OVER CMU ELEV AT 0'-0" 1 ST FLOOR FF REAR ELEVATION A 1 /4" = 1'-0„ ELEV AT 8'-0" _ 7-1 T.O.M. FRONT ELEVATION A 3/8" = 1'-0" 1 �2 5 5/8" STUCCO OVER CMU 00 Cfl ELEV AT U-0" 1ST FLOOR FF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RIGHT ELEVATION A 1 /4" = 1'-0" 12 5f ELEV AT 8'-0" T.O.M. 5/8 STUCCO OVER CMU ELEV AT 0'-0" 1 ST FLOOR FF LEFT ELEVATION A � � 1 r � I I I I I I I I I A5 SHINGLE ROOF 7/8" STUCCO OVER PLYWOOD 11/4"THKx6" STUCCO BAND i 5/8" STUCCO OVER CMU FINISH LEVATION SHEATHING FACTURED TRUSS RIP EDGE INUM WRAP INUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL OVERHANG DETAIL k 5 P/a = - ROOF FINISH PER ELEVATION ROOF SHEATHING ' MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP PER ELEVATION91 ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL OVERHANG DETAIL 6 j/&I = 1 _ 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) NOTE: V-4" FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY 1" SPECS. IF NOT, DETAIL TO BE BUILT W/ STUCCO -Y-FOAM BAND vnrrn nrre nnir 5/8" STUCCO FINISH �— 2" THICK F1-1/2" THICK for � � 3 1 /2" m 3" THICK VARIES PER OPENING FOAM BAND 8 ELEVATION DETAILS 71 CMU COLUMN DETAIL 4" 10" N 4" 2 LB EPS 2" 1" 9 BRACKETS DETAIL N M co N O N 00 LO „ " ,. _ o O LO i Z WC �( =O Q z Q V) 0 Lr) N W L '� -0 R u \ ' p ('7 N6 to V i3 u a A' M W 0 L W Oou o see LL o C Q •^V) u�° W QN V 00 E 00 (D . dui w0ai QzT�� x �W O �90�xU)L00O QQU F- <C7 X�c)=0z m00J Ou)OQ<WZOOLL200-z Z=)o� Q U�Q z�°W W0W-ZW7)x Lu F LLU) W00Q0wzLJQ � 0 LL 0 cyzg< 0= L_Q O �QLL >t O Z N O� 0 M O Q � M LO 2u)LL,ti Ln M z >- O < Z U W W J O O qReviewwsi UI, 1 t, ,in; s Review comple ed and a0prolred pliance with the 020 FQC j7t d0ion by Debra Anne K ahr X'2 00 ' Q N N LO CD N N 0 N M N 0 N r 0 N M O Cl i O z 0 N W 0 0 0 o I Lo LO > o 00 �^ ZF- VJ QZ O zw }, '0 W U _ �0zz 0 (.)0u) O ::)zj Z OWE atz Q 0 = Wa WLn =Q meW O W�� . . Lr Q O U g�0 wLL z az �z Q F2 � OU O o- m z Ix Z z w W J o N 0 O LAST PLOT DATE . . May 8, 2023 z O EXTERIOR -- ELEVATIONS A . • I'ISHII M N \ `r \\ GREAT ROOM \ \ \ \ 6'-3" \ 5'-7" 4__ \ DINING ih Z0 /. GF AT 30" A.F.F. FOR HOOD u u KITCHEN /� � P ii o w 0 0 0 u ° a= i F�as® rn GF AT 30" N A.F.F. 6'-4" 7 � C 7- / C \ o 2'-3" OYER/ ' 09-12 9 -' WP GFI PORCH GF AT 30" A.F.F. 2'-2" i_ 2'-10" . REF I9- AHU /\- M i0 NOTE: ENTRY PER ELEVATION ELECTRICAL LAYOUT L - - - - DOES NOT VARY - - Lo SS GFI cs A 2'-8" L /I BATH #2 OWNER'S SUITE 7'-10" SS O. BATH I / 5'-7" 0 BEDROOM #3, BEDROOM #2 GFI 4F IF - h - - - LIGHT & 'VSWITCH IN ATTIC L— — — — — - ELECTRICAL METER ELECTRICAL PANEL —� \ . TWO CAR GARAGE 48 0 110V CL'G GF MNT. OUTLET ---------------------- o I I ELECTRICAL PLAN (ELEVATIONS A & 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 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER 01 #15 copper to lights & outlets NEMA 1 200 AMP #12 copper to 20 amp ckts #10-2 copper to WH 10 #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH co SWITCH 4 1/2" 0 DOORJAMB DUPLEX OUTLET__ TRIM— LoJ BASE-----------, BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ kS SMOKE DETECTOR 1'-0" 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 STRUCTURED WIRE OUTLET 6- SWITCH AT 36" 6 3 WAY SWITCH AT 36" -r- 4 WAY SWITCH AT 36" -C PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" --� PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE -} CLG MNT PREWIRE - FIXTURE BY OWNER -�- SURFACE MNT FIXTURE {�} WALL MNT FIXTURE NOTE: C TUB/SHOWERND OPALEX - ALTERNATE CANS 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 moo) 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL CLG FAN PREWIRE AND SWITCH Cos COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR 0 SMOKE DETECTOR cU-18= UNDER CABINET 18" rS-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 5724:R 24" VANITY LIGHTING F;FF 36 ;;R 36" VANITY LIGHTING �48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUSTFAN DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER EM CHIMES (DELETE W/ INTERCOM) MEMF MASTER STATION _9&J ELEC PANEL VACUM OUTLET AT 12" F41 CEILING RETURN AIR E3 A/C REGISTER TT THERMOSTAT EB 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. nVI W LO > 0o 0 _W L \J� co N v) *� 0 OM m u a =o moo �o 0U-o o Q Z U�° •^N` W V LU QN C 0 s= L 00 W W o6 w0 Lu �w Lu aW _jWa�Z�- W W�pLv00V �W �a0Z Z) ozawwwowLD oomz2,2 z�D ZnaFwwM a� pwQViwO�ILO zz QOw �oU) LL C Z) 0aafr aYZOQ� U_a 0 w O Z W O� > U) O Z ��MO J LO CL (/) LL wZ ti W < Ln LL' CL (M O Z C) W W W O Mj O 71\1 Virtual Revi w Assist inc tans Review cam toted an ap �v d compliance with e 2 2� Bi thlE itia by Debra Ant a Kl hr X23 0 I I I N M LO N O N •- o N N Q N r- N N Q M CDO CD o CD - N o I I N CDI I i I ' z O NW LO > o 0 0 M 0 '�T 0 u7 l l ♦ /'1 z Z Q z C)zw cn 0) O W U � p _O (� 0 o7 O Z) Z 5; 0E-0 Z aIra �— � = w=Q Lf) rrnn m[tw q V 0::)Q r—I z O M W �~Z) ■ L0 2 O z a o Z C)�Zu_ a . °- Z 7 F- Q J OU MMO W Z Z Z wx W _I C)N O C) LAST PLOT DATE Z4-0 • . 0 May 8, 2023 J ELECTRICAL PLAN A & B NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT, REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1. 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 % INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR 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. STRUCTURAL NOTES 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 TR11-14. 1.2. DESIGN: 1.2, 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1,2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1,3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG, PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS UNDER 100 s . ft. 60 PSF q 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 U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-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 (f'c) 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. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy - - 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87, 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' 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 PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed beoreexterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 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. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 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. Kln=- 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. co \ o - „� o LO v N- � Z W9 % w *c �y A., 2 O f W Z Q (/ N LO CO N N T M t Vi V �QW 2° E -= 2 m Oo S a ernrn} _� 0 LLCD � N Q U - •� w 0 ^ N .0 0-,",� 7W LcO M. CO V C) o a a LU V o w - cn - w F- LU O QW �Q 0:< ZW Z �dCY_ju UOJO QQ D XC/) m LLLLoZ20�OZpw00mZozO p ¢U0 ZUw�H��o�a LLJ ZW0zi JZp wUma¢p OQ 0 = QZQ LL O a ,1 0 z W 0F_ U) Z) r�, 0 F. � O Q U) CO � G U) ti Z' W lq I-of0-M n2 o Z C) W W J 0 0 CD d' AIL 1420 I I Virtual R vie Assist, I I I Plans Review c mpl tvd and pm ed r compliance witi the 2b2o h fthl Edition Eby Debra Anne Klah PM 300 O o N 0 N 0 N 0 N O 0 O O T N O 1 N O 1 ' 1 O NW o 0 0 0 o I I LO Z <Z LL!Z C)Z CO ♦'-� �.J 0 LU V Z 0OO U U cA Lo Z)Z5; 0r< i- z w_2 'C/� y , = W = Ia-- 0 H r-I O Z O = W�� ■ LO Q 0 ago V ZLL Z ii L7 Z < ry Q QU 0 a m Z Z Z W J W O O 0 LAST PLOT DATE Z STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DbA OND-ME H EXPANDED DED METAL LATH ATTACH ENT. YVALL SHEATHING , I I [ I 1 lI 1. i l l � I (I '�. 1. h. ��- i .I. IF-•�� t 1. . . 16OA 1 °_`L0-NG (/4"- l'€CROWN) l'I K4X STAPLES@ 6'" O.C. VERT BETWEEN V STUDS NOTED THUS:— � - OFFSET I l 1 1 I CROWN) STAPLES ;r� E5 STAPLES BETW'EEN STUDS AS SHOWN m..._ ., w, w _ O.C. VERT INTO STUDS I NOTED HUS: 1 MET L L•AT TTAC K ENS E -IL I REV. 09.2 21 SCALE: -'114" v 1E ' 'DETAIL EN CEECS 7HE REQUIIREiME'P4 S FOR FBCR 7017.1 LATH. 0N.1 IT,APPLjES TO LEN NAR TPA1JkX`"*' 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 STUB -OUT FOR ' GAS METER C O N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-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'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0' (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (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, J 15/32" CDX a PLYWOOD OR O 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 MAYBE 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 BCO)Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 wood panels p nel Two 3/4" wood panels or 2 x P — 1-1/3" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° + 1/8" gap ° x x 1ti FILL CELL STD. 90° HOOK r— BOND BEAM BOND BEAM STEP SIMPS( w/(22) NAILS 1 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. BRG. WALL N.T.S. 1/8" min. 2" min. }Small gap " 2 max. � 4 max. Clinch nails -a I when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION topdsmouthflange ofcuts. - Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads N.T.S. hi her than 15001b 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 code for appropriate Zor=20 details in One 10d box areas=20 of high 6 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam C NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking l Ica 3" (1 nrll nails at R" n-r._ �/ Provide adequate bearing for each lapped joist. Odnails 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) Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000s� 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 BCI90so - /8" 3-16d 3-16d 14 5-16d 5-16d 16" 6-16d 6-16d 9 BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing 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. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 6e, ROUND HOLE MAY 6„ 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" 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%2' Mom NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. A Backer block (12" wide min.) Nail with 10- 10d nails. \Install tight to"top flange. y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap — Backer Block "Top Mount" "Face 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 o depth I -JOISTS BUCKETS N.T.S. 5/8"0 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 14 a. SLEEVE THRU STEMS ° ° I SEE PLAN FOR °• a . • • FOUNDATION INFO 4 STEM FOUNDATION GRADE REINF. SEE PLAN a a I_ I — I I-I-m-,T1- - 11 I I� a ° II I II I II III— �' i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. •'® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION I ° ' 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE 17 ' I I1I I a: as 4 i-;I1 iI il-lliil�I li 1 1— • I I• —ITII 11.E=1 I I I F_ L--_) SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE z •° • d SEE FND, PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-G" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION PLUMBING LINE 7-----� 4—a.--Q— °°. 4 - '' SEE FND. PLN. SIZE & REINF. M N 0 N 00 z?5 f r _ Ln 0 cc LO e ? l t w d � O 0 LU 0 z 0 o U _W 0 M 0 d N M In _ (D - U CI) w � L O o O ti o C 4 U�° s w QN •nN`U W >` Mo E 7C) 0 1) 00 � a W WQ CO Lu �zH o� w0w W �zW 0�OJOo wUoa o3(0�IZz:0OZtEm w Luw w—X U) O Z wZ) Q~WOUHOZ�wo2U°Q LL 000 0 OQQ ¢ U_ 0 0 z W O I— p�:coQo Q � M to U) ILL It I` < Lij < Lid z 1— 0I 0- M T_ QUQao z I" Wz� wo J O JUL 14 2013 Virtual Review Plans Review or compliance gompletet w th ft o 20 ant 10 F approve C 711h Ed tion by Debra Anne Ills 1 iriP 1 2?0 1 O 0 0 0 0 U N N N N O � fV •- O 0 0 0 1 0 1 1 1 1 ' z 0 N' W o 0 0 0 0 e CO >_ U)z~ QZ w O 4-1 w Zco 4-1 O WOO U Fn L� O Qw0 -0 �— Q O z �� LU = WUJ m~O �--� z o = ■ ■ L-) UJ Q �� zUJ0 C)U azu_ z �z Q F_ OU O � a z z z LU UJ O O LAST PLOT DATE O z O STRUCTURAL DETAILS (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" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ �P°) VARIES METAL PL. UNDER EA. TRUSS IIII: � Vr' INSULATION BAFFLE —' ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH - ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL SCREWS @ 7" O.C. 8"x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S"MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD U- MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER o MUNICIPALITY. r' 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE ° L nil 00 M =1I1 I I . p co 6 MIL VAPOR IIII p —I I- - z I I III BARRIER III ,` r 4 III III= COMP. SOIL. IIII ° (COMPACTED TO 95% 11= I MODIFIED PROCTOR III I I III —III — I I I NOTE: EXTEND DECO FINISH ASTM D1557) __/... 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. 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" = 1'-0° S3 OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS---� BLOCK WALL BEYOND 14 ��O.H.D. RECESS z -M 2 W 00 r SEE A/S3 0R J/S6� 1! II I l l 11 it 1 1 I II I II 11 FOR REINF. INFO. 3" MIN; CLEARANCE 1 4 (1 STORY) / 1 -8 (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS �. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE --\ (2) #5 CONT. ON 3" CHAIRS (TYP.) -III—III—III—I m p I -III —III —III I /�P .. II'IIIIIIIIIIIIIIIIllllll ./ ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 114" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE CV ' 6x6W1.4xW1.4 f WWF OR FIBERMESH p II —III —III —III - II III=111=1110l 0 l8„ I —,1H',,—,,,r.,K.. l TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR \ G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV °o ELEV. U-0" a` 4' A.F.F. Q. A. 4' ° 4 .• q ELEV. -0'-31/2" z .4 ° ° 4 O °, ° a°.• 4 2x4CONT. ° ...° A.F.F. LL . e ° a e ° 4 - GARAGE DEPTH VARIES °' ° GARAGE SLAB AT STEP B SCALE: 3/4"=1'-0" 5/8"OR 1/2" HIGH STRENGTH J `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5%" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C, W/ IMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH .3 1/2" MIN. _ _ 1 p . z fill=III=III� 1131/2"(min.)-4" oo —1 —III—III= 31/2"(min.) - 4" III=III —I 111 III—� I I- I I I=1 I I I I I=1 11=1 11=1 I f III —III I''- (2)#5CONT.Ii 1 ��IIIIi1IlIIliI11 1lTIII= 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL na STEP as SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" N�( 5/8"OR 1/2" HIGH STRENGTH `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1Y-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH �3 1/2" MIN. 1 D ° I II=III=III='� 1/2"(min.)-4° 00 = I -III —I 11- ' 31/2"(min.) - 4" =III=III =1 I I III —_III_ —III=1 I=1 I' =II I it I I I I 11=1I 1=1I 1=1 I I I I I=1I I I' (2) #5 CONT. I I I4,;1 Ii 11I11 ��1141 IIIII 1I II81 U.N.O. MIN. TYPICAL BEARING WALL @ STEP 6cC SCALE:3/4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C ens' 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M INSULATION PER FBC AND ENERGY \ �GoN ors 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION / #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACED EVENLY 2X PT PLATE #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR —� 2x P.T. PLATE \ ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR p ' GRADE 40 MIN. Fy= 40ksi GRADE N_ � .�- ° .p z_ #3 & #4 LAP SPLICE FINISH GRADE 00 2 [GRADE 60 MIN. Fy= 60ksi] p p. 25" MIN. LAP [30" MIN. LAP] — — — — — O0 6 MIL VAPOR BARRIER =III III p ° I1=III=III=III=� °0 , ° _ _ ' I-1 I I III=1 I I —I I -III— #5 REINFORCING BAR R 17/$ I-III=III=III=III=III=1 _ _ _ _ p ° ' ° p III —III —III —III —III —III- z ' , III p : I I=11 I —I 11=III=11 I' r � #5 LAP SPLICE o° I —III —III —III —III —III —I II I I I . III —III —III —I 11=1 a ° III=III=III=III=1 11=I 11= N p 1= _ _ _ . LAP [36" MIN. LAP] 1=1 I I=1=1 I I=1=1I I=1 COMP. SOIL. (COMPACTED TO I I I I 1 I III III 136"MINXx 1� x x, NN 95% MODIFIED PROCTOR ASTM x x y :�:I��:�:I��:�:ILA:�:�:A�V.��.�..�:IL. REINFORCING•1 FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=T-0" SLAB INFORMATION. S3 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE ° °° :(1) #5 REBAR w/ OPT. -1 11= I I IIII I I (IIII 11 I 111= I II II I IIII 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE T SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS r M C'V a :... I .. r M a. -III=III A 4„ I1 �� SEE A/S3 OR J/S6--- -1 II I I ICI I I r 111 III FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0.1 J CONT. BEAD SEALANT < ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. 4P 'A n . a' GARAGE :ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TAGGERED, FROM BOTTOM INSULATION PER CHART LATE TO CONCRETE ON FLOOR PLAN 01N. SHEAR 180# MIN. CONT. BEAD SEALANT ENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 N ' WWF OR FIBERMESH BARRIER J IIIIIIIII1111IIIIIIIIIIIII�I�II- I—I I —III—III—I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM W END OF 2" x PLATE 0 W p J U)LU � I—III—III=III LILI '' —III—III III —I ° REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x x " CONNECTION INFO SEE PLAN FOR x &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE 7n6„ o.s.a. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING zz ATTACHED PER NAILING w � a SCHEDULE W SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o � CONNECTION INFO. SECURE 2 4 P T BTM PLATE A SEE DETAIL 16/D1 FOR c w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 a. FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or COMMUNITY SPECS PER 0'-0" FIN. FLR.� 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH ° I I=1 I (—III—III- III III f I 1=1 I I—' r (2) #5 CONT. =1 I — _ �1111. _ - T iii ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" �S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)7 WWF OR FIBERMESH 1- 50 a 1 IIII , M e. M l I I —I I I • III= -III , ,III 111-III III , ,� I I SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL .. EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. c-�! ' C'7 00 GRADE — ° 4. c� J I I I=1 I I °' °• I=III=1 I I=1 11=1' Z=LUI—III—I —I 1 I —III —III —I i w 0 UJI 0 cn= I II I II I II a� . I I I=1 11=1I 1- - Z z U- ' I �=1 =I 11=III=III=III I I III=III =- FOOTING J -III III=1 I I —III —III —III III —III —III- II BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 co N O N , n Lf') Ln 00 t ¢ LU e, W Or� IJ 311 t LLI 0 z to N LO 0 W L °L u M %` M to f■ N � t co V 0-0 U -0 - M ` � 0 2 O O O o Q iU •:^n` 6�51* U L U 0-"4' C 7W V co L 0o E co a (� W W W co W QMQ O Of Ja0a�0LLV00 0 0�J 0 >J — �§OZOw00Ln0z�:u Q Z C U)W W Q'a > J Q�QpWQozWZO�Lpa LL OW gl-P �Wp a 0°' o Z) 5Q a U- 0 �aU- O z N O11— U) O ��CMO J LO 5� L z � 0� cyi cj� 0 >- 00Z U F- Wz3: WO J O 't V Al 1 202 Virtual Rviely As 'D i$t, Plans Review omp ete and app e for compliance wi h th 20 0 F Ed tion by Debra One Klal r .I O O O N co 0 N 0 N N 0 N M M OO CDi O � I ' z O NUj w 0 0 0 0 0 I ; > N M d' Ln co�/1 zZ vJ Qz O zw U) -�-+ -1-a 0 W U Wo_o UVFO LO I- 0 n Z > 0�0 z aofa = W=Q LI 0 ~~o H z � U) W W <�� ■ ■ LI 0 0 Q V ¢�0 azw z �z Q H� V -1 O 0 12 z ¢ z z w W J O O 0 LAST PLOT DATE z 0 STRUCTURAL -- DETAILS - MONO (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 i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TCNEAILS SPACED V 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 2x BCTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. �4 12 (TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD +++ + CRICKET AS REQUIRED SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO �I TRUSS BELOW 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" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.la AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. /— SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) PROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION' SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / O 77.. a 4 8" STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 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. O3 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 CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J T O MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FAT 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 SCALE: N.T.S. a s 4.4 n. 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 ❑ ❑ SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT — SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER INTERIOR ❑ 1F=_1 ❑ FULL 8x8x16 BLOCKSIMPSON SP2 w/ (12) 10dWALLNAILS AT EACH STUDDOOR OPENINGDOOR OPENING DOOR OPENING -C 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LT 11 1 FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) WALL ❑ ❑ ❑ O/C FIELD ❑ FIT ❑ (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD LMAIN SPAN MASONRY LAYOUT D MOISTURE BARRIER :ROOF TRUSS UPLIFT CONNECTOR SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 195 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. 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 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON FOP PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE 9ARAGE NAILS TOTAL) EA. SIDE OF � BOOR ' 48„SPLICE STAGGERED vvvn r nm.,rx W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 (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 PAN NOTES FOR REQUIRED CONNECTION sFFpV �0 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) — (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA 1 STUD (USE SP6 FOR • INTERIOR HEADER: S4 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAILrQ SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 4' OAS 10d @ 8" O/C ATTACH ALL _j EXTERIOR STUDS TOT6P P ATE AILS NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rm SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C P.T. ATE SIMPSON SP4 SP2 SIMPSON 10i ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON- SP4 co tg 12 D21 2X8 P.T. BOTTOM P AT SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 FB@'L USS BOTTOM CHORD OR 2x4 OCKING W/2-16d TOE NAILS EACH END w U dza 2x TOP PLATE T 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" V O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PATE OVERLAPPING I NAILS @ 6" 4GGERED 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) i (5645# SPF) i (6970# SPF) G (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT OXIED A.T.R. t & NUT DXIED A.T.R. I&NUT C ROOF TRUSS ABOVE F 2X BLOCKING O -(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 rA 1 10d NAILS @ 6" O.C, STAGGERED i QTAr-r-GRFr) TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES O E SHEATHING & 8" O/C FIELD S4 J(D • 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-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. L PER BOTTOM 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. ;r N O N ¢ t Lo r r,. Lo O } ` Lo Ji I Z �. 0 z Q i > 0 _W 0 U \ n o � (Li N 7 .0. cM N V -0-0- J!m W -L O 2 0 2 g rn •N W QN L 7W O0 �� V C) a Lli W C7 W LLI C LLI O F- F-~ �¢~zw z ��QO¢0 ¢)U-O0O Q F- �- J rn 2 p --jig Ou)w�OZQ�00[QZz?jV 0 ZWQ _O0- zYOLU Zz�0LLJ M O-wFp�Q UQ O¢¢gp (n OZ Q O Z N OW 4 D > O�CMMO Q co Lo 75 � ti ILL r M O zv� WZC W o J O �F Virtual R ieA Assist, Plans Review c mpl ted amd ppr ved tsar compliant wi th 202 �B 7t Edi ion by Be 3ra I nne Klah rPX 300 I I C)C) o C)N No M 0 NQ Lo co C)0 O O CD O � N 0 I I N O I ' Z O NU) o O o o O I I > N M V Lo 0 ZZ Q C)Zw -1--+ O W U 0 0 0 UVFn O Z)z> 0FO Z a0< Q CD = w=a co it LU ZQO w IL <�Z) L Q O �■ � Uaz zWo Z z C.) J O O o- �- m z z Z w Uj O N N O O LAST PLOT DATE O . . Z O STRUCTURAL DETAILS SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 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 w/ (2) 16d NAILS —� 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" 0/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 BOTTOM CHORD (SEE TABLE) 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)1Od TOE NAILS @ EA. '• BLOCKING ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 1Od 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" 0/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 INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF>9"SEE 1O/S6 j — 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 (2) 16d NAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 10dx3" @ 4" O/C 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM - @ H ON O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - O.C. MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" -I GABLE WEB SECTION rT� 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 2x4 #2 SYP BLK'G @ 16" Q.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) O N SHEET S5 FOR X-BRACING, AND TOP . SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 111 2' 1/ " (2) 16d NAILS WOOD TRUSSES 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 ]1,2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10� 10d & (2) 10d TOE ATTACHED W/2-16d 40� 1� NAILS @ EA. END AT EA, TRUSS JOINT (2) 2" x 4" LAMINATIONS 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" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" ( 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 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. �'il� MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/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 OFT E LAST LAMINATI 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ :..: EXT. WALL CONN. CCU 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2) 12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS � SECTION g IINIMUM 2x ;BOSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL TOENAIL i (2) 16d NA 12" :SH SCHEDULE "TTACHMENT i SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO. 131 " @ 8" 0. C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP - MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d WAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL "COTES AND NAILING SCHEDULE FOR SHEATHING DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION rT� SCALE: N.T.S. S5 8d @-6"O/C �ninnn Tni ,c+c�rc+ 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 @ z W \-BRACING w/ (3) 1Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3-0" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) —GABLE TRUSS �CONT. BEARING " 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) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od 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. 1" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C7 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. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. C1 W Ci W 0 o v w q 0 v o ' 0 d LU — — — — N H o o q o T ¢ ----w o o T cc C Uj NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ra N O N 00 LO n LO 000 LO 6 4 1 0 Y 0 z LO > o E Q) ` .p o U 0 M ^ d co N M M co N U -0 2 M E 'L } t Mp O 8 Q O O U-o O Q s ° }< '(A V LU aN (1] L 0 E � a V) W LU W �W W J W 2 O0_ O 1- CL � � Z � ¢ z Q Q <OX-ZC�012LLUOpO_jO O O Dcn�Iao_Z'0200Moz� W fn W LLJ W W Cn w z Z) >_ a. O Z a�W�pZ�Wo�� ILL 00 � o = o < of O O Z W O� U) O �U)CCMO� 2 cn 0- co rr�2T ZU[— W� W J 0 CD AJUI. 14 02 } Virtual Revi w skis , En . IN Plans Review co ptet d' a d'a pr'o d compliance with he 020 BC th i by Debra An ie l( ahr PX23DO I I I I I I r O00Nco N N N N O O N O O O N M O a O O � N O I i N O I [ Z 0 N W o 0 0 0 o I I r'fin} LO > V' ♦/� ZH L/J QZ W O Z O W U 000 VUU) Z �Zj ❑ LU o -0 aRa =w=~CD a� LLI 41- ~zo o� W 2~M LO Q 0 Zoo C U azu_z z � � OU O a �-- m z Z W W 040 ti 0 0 LAST PLOT DATE . . z O — STRUCTURAL —� DETAILS r�I �r j T Ir. 1/4" MAX Ir n SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK ---- 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 -1/2" DRYWALL DOOR JAMB (REFER P.T. � TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1x4 P.T. 3/16"0 X 3" LONG 3-1/4" LONG X 3/16" 0 FURRING FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE DETAIL MASONRYTHROUGH 1x4 P.T. & 1x8 P.T. 1-1 /211 DETAIL DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & T' FROM DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. *22xx58z'4PrTT.1 (2) ROWS 3/16" x 3-1/2" VAI TAPCON @ 16" O.C. & 4" FROM EACH END w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL DOOR JAMB (REFER -1x4 112" DRYWALL TO PRODUCT APPROVAL FOR CON1X4 j'4"2X81 FURRING (2) ROWS 3/16" x 3-1/2 TAPCON @ 16" O.C. &FROM EACH END w/ M.1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4 FROM EACH FURRING END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" 2x8 STAGGERED @ 12" O.C. q--I /d11 n1=TD I I BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC 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 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. ' 7/16" OSB 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) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\111,_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS 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 - SECTION A -A 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. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K,) 2'-0" 8" 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 !OS�* BRACE EXCEEDS 24" LEAVE A CUT OUT IN2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FO 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) 1 Od NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 i PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS 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 4' MAX. RAD. PROPER INSTALLATION MAX.B #5 REB (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS NOTCH WEB AT +5^ 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 2 1/4" 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 (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 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 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR 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. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —' IF TRUSSES USED) W/ (2) #6 X 4%" 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" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" I F.F. 417 °. p p �1=1�1=1�1=1�1=1If=1�I p g . I -I I M 11-1 11-1 11-11 I- I-1 11=1 1111=7III- D 1=1 i 1=III 1=111=111 ° D ° III -III -I I -III -I � I GRADEpiI1I�=,III- ° z ° (2) #5 REBAR. MIN. 3" 16" MIN. e COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN W YP.) THE :S I IAIAnnI=:DTADI C IAI0TA1 I TInKI FILLED CELL INSTALLATION H SCALE: N.T.S. SS .SEE APOH FLAMN kND °^,-� •�.. ., PRE ENG RS� E 8 1 �73' 1 ...... SEE t O a , BEI OW .w. ... .s «� ..• � �.� SUE ryCIA ALUM SIP EDGE I I -ALUM FA C I E..G v'4AL1 L ; YP �PER Prl.A,t+T 1 J4 RI M PAINTED 51 F CHF=Nt l t..>-4.... t NAII FASTENED PERI '� I>�_ A� _'1 ; = r.'. I C)TE 2BELOW I I CONEN EL.--00 LID S IFFIT C " N , D N:A NA;LED'I T�) J L Ex BLOCKING NA EID TI- I CIF' BLS K IN;�i s ° L HC*: E'.1ERY j T F, P RUSS w 1-12d NAILS- TYP. 1,L_ ER TC °L RIF ,° "P' : ° +I L E GCDFF VT MATERIAL '- PA S 3AIP, CITIES BASE 13 t rE D�EZIGN PRE SI II ES' NNE flED FAIR �OMP6,NENTC AND 11-46DING LISTED IN THE DP w N s R=TERA ON SHEET SN 2 F 'R : I=FI I ATT47 f� L,l�-N 1 , I" .I ( T� L4I � H =�I_,.1 tt F 1-35 S Fs.. PRODUCT APPR,L t r At°JN L FA 3 �"� Cf,'1LI if T FAIL F ';tip `4 a"m r, w f IHN Eh„"IBECaMENT WOOD � "1'" I.� i 1. C;A. ry 4 x 1 `+1 " CROWN, ST AI-°LES @ 2-4`MAX. O: C. IN DIAMckluD I PATTERN SU8 FA ;:TI, . m," I' . a . =°4 1 ; ;R . x tq S7. LE EX-,H j0Vf STRUCTURAL SOFFIT O = I, a E 141 - ° ) [ _I F-r. : A�L°. NWr1 SOFFITS WITH SR NS 1..l`S2 2C,21 1 « .`"_T L N-71 8�,A BLOCKINi3P R I FEE 9DFFLtT PL A INSTALL-1 ION CqITERA 'REFER TO THE PROD UCTAPFR VAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. k (2) 10d NAILS @ 8" O.C. D�ERyq TO TRUSS TOP CHORD �F + + y0'TH PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + + SOFFIT + 2X4 SYP c + EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT 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 MIS MSTAM STRAP SCALE 3/4 QPG cuGGT M AAII'1 z 0 U_ O W 0 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 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 HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS 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 e. FOR OVERHANGS BETWEEN OVER 1 1/2" ° CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° ' ..a"' ° OVERHAN y4, RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 5'-011 INISH p. 1'0" A. ° .. CENTERED W/ g 9d°H .. p IN TOP o KNOCKOUT / �1 CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS -I CLEAN FILL D ° • p DIRT z STANDARD o 0 N #5 BAR IN 99 HOOK FILLED CELL NIS STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT 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 ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO a EXISTING FOOTING (2) #5x6' IN CONC. U) M FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY E4- SAW CUT EXISTING FOOTING A SECTION j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. a) N 0 04 00 LO 1n o 00 6 ' z LU f 0 LLI z Q > 0� 0 W L. �' �N cMN ti M co D �fF' V) V _0 -o f .2 m AW' E •= t c 2-9. 2 Q Vi fT O �O (1)Q s U d: '5 .N V LU Q� �. 0 E co 7W V 2 a _0 LU w L L l UI D LI Uj W O F- W IAjO Q R Q LU W 9 Y Z[ Y z WS Q W0��0LLU00LL JO cox z=o 0 1- 3WR9OZowO0mZ�313 i� (( 0}JOZ Q ��QwQzWp �< a LL QO OW LQ zOW QLL Q O LL 1 O ZW 0� W ti O Q F- M Q U) M L1 U) LL ti lO f—�d _M Z U W W Jo O J N6. 4 02 Virtual REviem Assist, I 1c. Plans Review c mpl tbd aid 3dpr ve or compliance with the 2020 FB 7t ii ion by Debra Anne Klahr I PX I 300 I I I I O 0 0 0 o N Q UD M O (D (D- O C) I I N o I I I I 0 NW 0 0 O o O LO i N M d to i i Z (n Qz O zw -F�-+ M -1-�-+ O W V 0 0 0 UVW Lo 0 OF-0 Z a. of `- r W=W ml_-w �_ �� zOO . Q 0 V w J�o z a-Z �z O"J F z Z z W W J O O 0 LAST PLOT DATE z 0 STRUCTURAL -- DETAILS - RETRO FIT 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 GAS FIXTURES - BTU SCHEDULE • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 T S CO OKTOP: • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 190 PAIBURNER BTU RATINGS (000'S/BTU) - LP GAS (1) 18.0; (1) 12.0; (1) 9.5; (1) 5.0 • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 B) BURNER BTU RATINGS (000'S/BTU) - NATURAL GAS (1) 18.0; (1) 12.0; (1) 9.5; (1) 5.0 • 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 GAS DRYER: 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 • MORTAR PER ASTM C270 TYPE M OR S A) GAS (BTU/HR) 22000 FACTORY -EQUIPPED FOR NATURAL GAS. GAS TANKLESS WH: 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN C M#)hW, II (MAXIMUM) SOU STI UTION AT ALL LO INIMUM) PWER STEEL LINTEL IS, LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN 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 + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD 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: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads 41CAST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8.OB 8F12-0B 8R6-0B 8F20-OB 8F24-OB BF28-OB 8F32-0B 8F8.1B 8F12-1B 8F16-1B 81`20-1B 81`24.1B 81`28.1B 8F32.18 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 1 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 16631 3090 5365 1 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 1 2622 4360 1 7168 45 6036 19 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 -To 1-1 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1 1245 1843 1 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 1 3127 4006 582 945 1366 1846 2423 1 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 1 873 1254 1 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 1 783 1370 1 1902 2245 2517 2712 164" (184") PRESTRESSED N R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 IT-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 548 950 1326 1609 1849 2047 19'4" (232") PRESTRESSED N R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CR"T411111 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE8RF6.OB LENGTH 8RU6 8RF10.OB 8RF14.0B 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6.1B 8RF10-18 8RF14.1B 8RF18.1B 8RF22-IB 8RF26.113 8RF30.1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-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 9448 7360 901 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 1 3146 526 999 1 1568 2253 3129 4150 1 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS ''"i • -v SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 164" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^ZT.CR� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 EINF' 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-CReT� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T 8F12.1T 81`16.1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8F8.2T 81`12.2T 8F16.2T 8F20.2T 8F24.2T 8F28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1 1569 1 2524 3547 1 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 1 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 1 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 127215 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 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 8 162 11 187411 16-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 g 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75612 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 CAST-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF61T 8RF101T 8RF14.1T 8RF181T 8RF22-1T 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 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1893 -- - 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 OPENING LOCATION ADEQUATE ,TIONS :AT LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS ''4 4 < >" D >" D >" D C C 8F16-1 B/OT 8F16-1 B/1 T 8RF14-1 B/0T 8F8n-1 B �1 % C 4 >- D °4 >- D 8" PRECAST LINTEL W/ (1) #5 HOR CONT D BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - C C ALL GROUT FILLED 0 * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR \� e C.M.U. cn D x o =cnpm' ° wv~w!a #5REBAR AT 0L�powL ° BOTTOMMIN.(1) ¢oa�z REQ'D 'JJJz W w 16 GAUGE 60 � c� POWERS STEEL c� � z BOXED 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 Q C.M.U. Q GROUT ,cam', #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 5/8 PROVIDED IN LINTEL ACT( (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP H 00 0 z = z= C C CF LINTEL PLAN PER ELEVATION A C o O L z <q i < D > z O ) M N LINTEL PLAN PER ELEVATION A a 4S ynP O � w 0 Z Q to � N REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)05L (2)#5U DEI IL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1 1 -6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 1 9462 9462 10000 10000 3-6" 2-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 1 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 4'4" 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 1636 1636 1712 1712 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 74" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 814" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12-0" 10'-8" PRECAST (2) No.3 2 No. 5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 2 IN 154" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + N.R. 473 473 328 455 2 No. 174" 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) 7116 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. N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 219 219 165 229 No. N.R. 22--0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 2 No. N.R. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED IZ) No.3 (2) No. 5 N.R. 64 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 f LOWER LINTEL CAVITY [8xl I6-P-1 L/1 U] NOMINAL WIDTH) J L QUANTITY OF #5 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)#5L (1)#5U (1)#5L(2)#5U DETAIL'H' DETAIL')' DETAIL'H' &'J' DETAIL'K' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8'" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 5'-44" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 614" 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) 54.5 WIRE 2 No.4 2153 2153 1881 2139 10,4, 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 1 l'-4" 10'-0" PRECAST (2) No.3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No. 3 2 No. S 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No. 3 (21 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" 134" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 347 2 No. 15-4" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1291 1291 775 1270 2 No.4 174" 16-0" PRESTRESSED (2) No.3 (2) 7/16strand + 993 993 600 1084 2 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1035 1035 478 936 2 No.S (2) 7/16 strand + 20'-0" 18'-8" PRESTRESSED (2) No.3 961 961 446 872 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No.5 22'-0" 20'-8" PRESTRESSED 2 O No.3 (2) 7/16 strand +2 720 720 366 716 No. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No.5 642 642 306 549 yi �•1 • �•1 • yi �•1. DETAIL 'H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ r' QUANTITY OF #5 BAR AT S-SOLD LINTEL I LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH) L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"12" 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 l U 1 L SOLID #5 (2J U (1) L DEI IL'DE' DETAIL'DF DETAIL DE &'DF DETAIL'DG 3'-8" 2'-4" 2-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 24" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2""- 2'-10" 2-6" 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" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8-- 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7-8" 64' 6-0" PRECAST (2) D4.5 WIRE 12) No.4 1409 1409 1188 1267 7-8" 8'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 TYPE DESIGNATION P-PLAIN LINTEL/ QUANTRYOF#58AR AT S -SOLID LINTEL -i r LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH) I L QUANTITY OF #5 BAR NOMINAL HEIGHT UP PER LINTFL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" 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)#SU DE1 IL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 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 9383 10000 10000 10000 N-0" 2'-8" PRECAST (2) D4.5 WIRE (21 No.3 6766 8225 9200 9445 44" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4-8" 3'-4" PRECAST (2) D4.5 WIRE (21 No.3 4683 5137 5717 5717 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'4" 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'-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7'-8" 6-4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" C-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 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 1214" 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 804 1 804 529 838 14'-8" 13' 4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 2 No.4 1 T-4" 16'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 836 836 426 763 2 No 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 655 655 340 645 No 5 20'-0" 18'4" PRESTRESSED (2) No. 3 (2) 7116 strand +(2) 607 607 317 601 No 5 21'4' 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 524 524 277 526 2 No. 22'-0" 20'-8" PRESTRESSED 2 I) No. 3 (2) 7116 strand + 488 488 260 493 2) No. 5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED 2 No. 3 I) (2) No 5 399 399 217 412 'a:' DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P - PLAIN LINTEL/ �I QUANTITY OF #5 BAR AT S-SOLID LINTEL I F LOWER LINTEL CAVITY [8xl6-P-1 L/1 U] NOMINAL WIDTH) L QUANTITY OF 1111,11 NOMINAL HEIGHTJ UPPER LINTEL CAVITY 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)#SU (1)#5L(2)#51.1 DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" 1 PRECAST (2) D4.5 WIRE 2 No. 3 10000 1 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 414" 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" 6-4" 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" PRECl.ST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 1l'-4" 10'-0" PRECAST (2) No.3 2 No.5 2082 1 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1895 1 1895 1401 1895 12'-6" 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" 12'-8" PRECAST (2) No.3 2 No.5 1490 1490 992 1490 14-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1948 1948 1093 1591 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 2 No.4 (2) 7/16 strand +2) 174" 16-0" PRESTRESSED (2) No. 3 1368 1368 771 1264 No. (2) 7116 strand + 19'-4" 18'-0" PRESTRESSED (2) No. 3 1084 1084 615 1095 2 No.5 20' 0" 18'-8" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 1008 1008 573 1048 No 5 21'-4" 20'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 877 877 501 966 2) No. 5 (2) 7116 strand +2 22'-0" 20'-8" PRESTRESSED (2) No. 3 850 850 471 923 No. (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED 2 O No. 3 No. 740 740 393 772 PY DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLD LINTEL r LOWER LINTEL CAVITY [8x 1 6-P-1 L/ 1IU] NOMINAL WIDTH) j `QUANTIFY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REIN FORCEMENT-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. 3000 PSI GROUT (PLACED IN FIELD) 2" 2" co-11� -f__ Cl) b M ti M 11!" 11T MIN. 7 5/8" MII TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION 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 7TH EDITION (2020), RESIDENTIAL SECTION R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (2020), BUILDING) SECTION 2104.1.5 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. PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD (SEE SCHEDULE) 2" 2' (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 22 7/32" STIRRUPS AT 4'-0" cc 2 22 M (TIED OR WELDED) uF) I• In BOTTOM BARS SEE SCHEDULE NON. 7 518" MIN. NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4' 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 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)#4L(1)#5U DEI IL'O' DETAIL'P' DETAIL'O' &'P' DETAIL'Q' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5-10" 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 &-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 1 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7-8" 6'4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 &-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 814" 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" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 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 (2) 7116 strand + 14'-8" 13-4" PRESTRESSED (2) No. 3 2413 2413 1338 1974 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 2 No.4 (2) 7116 strand + 17'-4" 16-0" PRESTRESSED (2) No. 3 1698 1698 944 1546 2 No. (2) 7116 strand + 19'-4" 18'-0" PRESTRESSED (2) No.3 1348 1348 753 1330 2 No.S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1254 1254 702 1271 No. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 1 167 2 No.S (2) 7116 strand + 22'-0" 20'-8" PRESTRESSED (2) No. 3 1023 1023 576 1121 2 No. str (2) 7/16 strand + 24,0" 22'-8" PRESTRESSED (2) No. 3 (1 5 898 898 481 947 {t :''�iYh DISH �:j�. L; ��• DETAIL "O" DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" 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'DH' DETAIL IDS DEfAIL'DH' &'DJ' DETAIL 'DK' 3-8" 24" 7-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 24" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 44" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-8" 414" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 64" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 T-8" 6'4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 DETAIL "DH" DETAIL "W" DETAIL "DK" TYPE DESIGNATION P- LANLNTE QUANTITYOF#SBARAT S-SOLID LINTEL LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINALWIDTHJ j LQUANTITY01158ARAT NOMINAL HEIGHT UPPER. LINTEL CAVITY TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 1 LOWER LINTEL CAVITY [8x1 j16-P-1 L/1 U] NOMINAL WIDTH) J L QUANTITY OF 15 BAR AT 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 #55) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DL' DETAIL'DM' DEI IL'DL' &'DM' DETAIL'DN' - 3' 8" 2 '-4" - 2' 0" PRECAST C ST 2 D4.5 WIRE O 2 No. O 7 665 1 0000 10000 10000 4'-0" 2-8" 2'-4" PRECAST (2) D4.5 WIRE (2):No. 3 6054 10000 - 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2)No.3 5413 10000 7552 10000 44" 3-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'4" 3'-0" PRECAST -. (2) D4.5 WIRE- (2) No.3 4017 10000 5613 10000 5'-8" 44" 4-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 5'4' 5'-0" PRECAST _ (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 T-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" 8'4" 8'-W PRECAST (2) D4.5 WIRE (2) No. 4 2158 1 2158 1, 936 1 2036 TYPE DESIGNATION ' - LA ` J-=L r G_P',TL Y 45 34R 1- SNL -L I L-4 ER L T=_ -A - 1 [8x16-P-IL/IU] ,0•:..F ILY J� L 7LA• IT, -- i. BAR AT ZITifl,L -F Id- JFP-R LILTE_ IN& UNIT '1450' - 1ST FLOOR PLAN ELEV A 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" 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 I SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DA' -PLAIN DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 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" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 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 6-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7-8" 64" 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 Li DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DID" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 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)U(0)LL SOLID #5(2)U(1)L DETAIL OO' 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'-D" 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" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 2693 7387 4979 2901 2069 6831 4671 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 TYPE DESIGNATION ' ATN LITTU N _T' 7- F__ BAR AT S - S-IT L!TTE_ U-T_R -INTEL C-', T1' [8x16-P-IL/IU] H3,TI.L „_, _J� LTJ' TI P EAR ,T ._MP1PL H":H-T jj E2 I. -L CAVITY TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5-SOLID LINTEL LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH) L QUANTITY OF #5 BAR NOMINAL HIEIGFIi UPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 811x8" PLAIN 8"x8" SOLID 2'-10" 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 64' Precast 486 1396 7-6" Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 74" Precast 222 772 10'-6" Precast 156 600 11'4' Precast 132 651 12'-0" Precast Ill 593 12'-6" Precast 98 544 134" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'4" Prestressed N.R. 369 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.R. = Not Recommended M N O N � �x141 4$ 00 CID w O =A � dp� w 11 0 Q 0 > 0 _W L " Q C'7 �! N 4 Ln N } co V � o211 U a w _ '• L COM O � O VJ � U-0 N Q U�� •Ni L QN 7� V Y 0 L o E� a C/ LU LU 0Wj Eli �Ua zW Q _j x�x Z 01f j OQV W WIn X CYowoO<Zwoo0m?WOZ JQJ 0¢ CLwWwU5xQ QO JJ�QWw°CLQwzz Q UYZ FQQQ O� F: X QLL LL Q O LL O W F_ r0 =J F_ D M O Qfn M 0 IT L.L G vJ F- 0� IZ M_ Z V Z W Wo O Mj JL1 4 223 Virtual Re 5Si PlansReviewcolew ple edla Z020 d1a F p diti n compliance withe by Debra Ai ne vlahr 1 PX2 1 00 i O O O r M LO o 0 N M 0 0 M O r O I O 1 z 0 Nw o O 'O O O 1 1 LO LO > N M fit' to CO < Z Z w O Z }�zz }� p W v 000 (.)(_)(J) O Z)Zj 0- � Z awa O F_ w < m~� O ZC)= W <F-Z) ■ ■ � 0 zwo O U �ILL Z LL • • Z aZ H � 0U 0 M� W z Q Z J LU O (V O LAST PLOT DATE O z 4_0 J STRUCTURAL DETAILS ELEV. A f zn, ANY Y 2N920T2 (901WY fritrountiorg Aracirl 1� I D Gaull +1,2�A4-1�7W-12' See Atichfx Wilodule Kolth,� - I '�!,rlql A-41l, ,.--- - iflilipj . Al,ml�lhl:�Im,� / f ! 5mslH,g)li*rnc N11,R11 I'laell Cross 5 r,*P(Wt . , MAY ho n To vim I , C, I "_� "'ll,li, flights racket I, i!) fletiole � i'_ I � !�IFI __ - - I—— - ____ - _N_ _ - I Seff-r-kiI ----*2 ,oll" i - - , , beremill 'Als A . I,/ `____� ,,, _", `_�_ JA It, � r- � -111 Is I- - Z�<Nz��,' _,� W takAlkw Edw "��" -:-- ��,,,'+W ir , lrar* Tz"I I, o p 't /I __ _� 4� -, / " A '' _`_�,_,��_`, V. , , -_."l " , i 14A / "' III "I ii '111''A' ' I`1111 "I"I"I" ,_ — � "%6:7�, j Z"Il � __,"'I ,� ",4 r // ll Slippo � � ,Aal_,!_�,� - croki (7rok , rt 'as >-e- e� f %11 \', .", (Aild V be CFA I tv, AV � Let! Uracket f, 16 Gl,Vu C'Ji, " Lj 4', 4 � 'I ,, II jr, , " 1, yj,, ,,,, J, .)P I, _111*"l )VIMI's 'riiirt�mf"tml 8 , � &iwk Culls 5lAj9mPr1?t Ill A/C Uruj 9011l 'I. "I'do (1)qAic,:A1� �� l,n,,,,oi1,T IIAdIII: fav hil,emIcane ws��O h f$L AhE.1 .. ULlla I-- � IllZ-14 �Yldl jl�ij� ��IIII�i�,K,4A�, AA Orli.j: =11Rx" Seet thmiaming criumlll uplilra revises 111 lie, , M jpTilyl Honda, Wriatarraco: of Business & Professional Roguiaton D-diding Codes arld Standards Product Approval Application Detail F�". I ad I tilliaomV iailiadl� : : i�� ... ... , �l!�': :� � % � I i I � �: �: , , � ! :II.: : IIII, � � � , �, in I : � - � T. , : 1 cash I �� , ,'�i " ,,, n :I , l, r,r�i , � - " - " '' �:: ,:, II I '� ", . � �' "'."'. �, ,� �Filli I i; I � . , - ,�-- ,-, I , - . �l I - � - I , I I - I � �_. - . - - � , . .1. . - - � : � � �� 2�,�� Fl-', I 11 __ __ � - ull - . i, �_, � - - _� � � ... " - 1, � I i ,I , - __ .: 1 �r enal :, : :��,______ I I �� I � ____ , I 11 ; � -1 __ - I 3, � __ wl'o � - �__ --- --- T __ ------- Carl --- - - - - I - I __ I eva fairlivo I ---- . ___ v-P, - __ - MIT& Yawl MOLIMifA�,�rIIll� riawd gulaWA-MARK .)Ikwku�t vabomovill All- Ail seavoir ell 0:91,24 W- - -wm a Arilml XM flisl"cIr Alie.t. 4M Q,,h.�daal "_� F N P E-r 1-k,, aellralan P 0 1 lir, &ZO) i 3-i �, -4 V1 i 240"_ � 1�1 Alp—ld I'volemV, or ... Am,al CL,nm.malmm; 077)40-Z�AA6 Pl (1�4) 3ko I WO Imus,"weleavill ROWCM H.,-Al lAasmar, im-odwari"r.tc.,�ll M-T11i'llion, , iii "'Al All F�mfl�,Tkm Jimlimmi m- " FI.A14 or ,I �,Limm'cm.� ql c I ,�Rmvma �,ahcl,mal 1" , Immmidj� IID, All 1AHUHNIA211 Qrl A�, raluss Avircivielliql A00:71nallor In"Fal LM-0 plodmil eisaid.fis. C�_- ElleirAim a& ar gum Panel I 1=1_rr11.1r Mt. &- � =154 in ,�, al= laial F-11.1, R."d il,I,iVd,0o VA'T 1121=3 T14s Y_ 0M. �10l I r-dv-t lel A1541m, A I I meilt-tall Pll�14:1;�1,11!1�f't�,��igagwi�,�o'Qpg 17J'344023 Y., Y- III 00"1104 � Nnaerlill Nmo:AV #184i, 11'N ! m smImma FI olmd I r lzol"21 Yam YV5 WA .1001il ,� ,--veill- 14"l N'111110.1014%I.Il� il�nlp`M Yam ral RVA 1.1--'I 5 5,FcdY@lwMi:iI 1f,rj^G--aa DW Fift--fli-I 1,Y_-,Iizal ym,� Ircs licr IWA ! Sm, 'I raoilliq *i 540 5,7o Vosl� "Aa v a1v too i Immmm ,1, ow 'Ir Z�31 Jo QZ I �"DA � D_t WA �tcri T'jiml . .medl rl VI 14,ac'd Gang"Mi'm FoadVt I W?11 rQ123 Yam ? Aim, rVA -------...-, R ,, I I a Dis P2 dirlivirg of FJ LW Ness & P I m1as slo ell Rogovat A n, r-', 4 Al 1r,cidiuciClides and Starsdoids T-AM11 Product, Approval Application Detail I namaLls, rAAA I , T I � � i , I � � � � : : . � .., , 1:�:::: i:: : � � 1, � I � I I � I � ,.: :: �: I � I I I r , � - . , � ,:: : :: � I I I r 7 I I 11 ll : I ::::::: � 11 � � I 11 I I I r . I 11 : I : I I I I I I � eill W - I r 11 1. I . , I � - I I � I � - I 292 Dr.". I 2AAr%I I I I AAA - I I lyn virimial M_T!Lllj�. . Z-'ret-9 !�.Wll a T mailer VMIWW-99K yvaegled RMA11.9 - M-Semirl fillagm gral ReAN. 0029 U'l All $l J,ai_x, :�,�,t Zzil ,� I�nmii� Lwk- B.'aa. P E "111,11AIri fis-103CMIN, CW"0rzM 1: Dr., �rNln 9.01-i carlarazy: R.�Iil I mm :1 L ilm"! 1: F � -,14 ll. I Ciz X � 4I I al, &iDCAraisslic 11,1101 It RnmAno AillirilAiriAto-Inam mmill, C"lim"Arml U�Mabkvm RATOR ffIlxm;m F1JDR.pAJ.A,,l,R_-ia L,1 Fkm�,A Pralml E�pnacy TLAITSI B29jil 2eftAorw Aim AmilmAerArAEAst &AAmAio,W-kb'- i"'ol Pt" aFrIff -a X1 Wisill IrmtNt-Ir-thil Rikolilill-pe'tTrima QSALAM.9coocIPILDNA DILMM Pialft.-HAW R499zha& Pm il � al Wit'l Frol %,Nsinnm I'ME, !,IVAS� E;W --_-,C,l6: mlImc 1'15E� MAC A106 VA31111111102.1 Yam AD WA, ��t Mt. Will — FlIvida Dialloftorit, of Doshisoo & Pirlifeessimormal Regulation 1- I -. , Doll OoFisl arld ctandalds ��,r� .- - — - _ - . _ PromlluctApprol Application Detail � - 7777 "7--------1 I - am�ujmil �-:i� � .. . --.-- . . . 1. 11 � . . ; I � I � I � I I I I 11 I I 1 - I 1: - I I � I � : ---- : I � - 7i 1-1 : L �: :: T : � 11 � - 1. I : : -_ I : : I � I I I � � 1: - - -------- �_ - ��_ - -_ � � - . r_e � : - l. - �._, - :::: i.% . 1. - - - :::: : � - ---------.-.. .. �_ - - -_ �� - � I . � 1 - � : - . - 11 . I - . ________ __ 7- - . : -: � I � - I - � ___ I I 1; �.M 11IMIL-6Z 2aq 2ft 29LEM19M am 4�2 Vtmlp_,� ft'l 9iistalt k., Pimismi, ?, Ljl;�,Ag YWIdj&O ft Aldill swWwo FS AI &Rpm zM__ Rn"r,", M20 Ti,�. T-.1 Ciiirliit,rmia�_ zle,�Ja,A T millimn I " odi R E PYWO, Min, P �� carlim"Im2l 1MV202m, 54CW021 ORMINW71 Apprd ammajol Fill 0 CAN043�i'13?8 lm�-C�401J � 81 �S, , 67,155Sb 34mcit"all All am,mw DM As�mi,,l ,NDV,UA§b,m"Mt,., C0,471114M ; I Aretill Eve Ism, I All Al a �i FI ', A ammstraned Ardmi imo, l,�r a Lm, ara ,, P crin lon ml ,:�,"Aon:e Fftgmilatm Z � jl�� KSR -RA Pr011mal I RallearAtI 6aumnob, wu AU4ZA441 �r L221 RUM AW taw ! I I � 11 t �; `;Imil 1 a2zhat giol In. kl� im.tAI&- k)L Amialmire, Firrmial I _4*011.1till r a N d F - t W a m, ,., ,.$, ii,: CXalAl �2i%Vl'211 mill 0oe4$qia 8" j,nnH , No Y., "Iir� lrwh c-p.m. Eip. rib.D mselAw. o- gIriMioqNhr,AWil X'0411gul 2 ii, Thavmna- mi� moae,C�%l said Sirmoolh-Ssr R--I Al a &_d:9-nl 0M.j. Im, I r,l,I,'4 a lr�� 'i�� ,,, mi�k clunp.al 51I Filseralir's singil DOV amm, S40AT'"1lIIInc*,r1o(,vIr*1AQ A0 ,'%sIx0X,0 anniliglMv- � I C 7m, .1,11, liril FIlic, clal onc,lih 244, ,rl le,amm*4 6 &q_M 1.04NDIlicl OpmAlue inl�2025 it. Yes ly*�, "I'll, C,,n,,,VA I plo,qims Deol ocal v ,vIlh.1 5,d1m10a,MMc0hqo-,1_Q:KX*, oxxa olimopurs�ImpWil 4 I ThAsIATim Flaia,Ctaist,Ord 51,miliml RAI, N�� BSAIAIA�10 &qudJrmpvd&il Opmqua I ZGV202% 14" ,� ft� WA Cormlicarm; E&IIii Rb"Vin0iralm, Vow IN ... vl�g oul-lag,X canAy.coassi 5 �, "fa-.7 ... Plibla, Clink uld ml'i-dwam'. asalme dmmtimi,�O acrim, "liDebeiat alli'lial iMina2a mv, Y_ ,�, Ill C-ricioa V m. Fiblargama shori ILI- .kh " r , 316,111- �"L'I.,I�l!��,,,�.l�.1,114:)O�"r"xw"�IN!,r,', cAle"el-I 6 fTh��TfliFt*Tl��lat�sc*nOFAI,�,�e�'.06t N�xi�r�HoagaToj"ldl�i:�ll�e:$Il;r,w�::�t'n�rO:,Op�l�:ml�� 111r11q12Lr_* Its Y" Y" I C: ,wi��$:��*EdgiFl,bo�g�o,sD��o�iiii��WC�,5��viiTh:�r '001:w�rod.�t,��llim�"4ftoc�u�i,,,,i.Q��C�.,Omxll, cv%T*lr A l�Al � a Thllfffi�TNR Rimer�CIAMIA9 Mul UMMIA-6mir 14wnplem SAWKNA $:,,W,��,�l,:,�.,�lr��l',�,.11.�N�� 1 2,3117, U251 rl - I WA I.20nmc&I1A 5dl Rhmmdam�, EmANk Dow Ilm sAmIKkA.l X i,onseirommil, 8 �, 7hnT,. Ffl,xm,,l In MI. �m 94, Arm, mail 940omAll AlIkaAamod tq�st, QW&J, 1211017026 mic fail 1� WA 0saaamstj Sol FibmalAme, 51sipm c",aAh Soolill [164%qmmsKiumclms� All) Oxao*0 son 'a' rol 9 5 Tft�-TN Foer-Camw, wW rAmws-ow Herinel 69919A ,14,01"mVil C"l 1z',111i2lT24 Aml 'Y"m rV1 f". e�-�,�t�ft.F,U.gw,.E�.,I�tli.o-,Wh. �th�,u��qd&g��m�i�g�Cl�944iir�n,)Zg�OY,XL� licn�lgllmml TV 1 7A�is-T.� FiDW,CiAdW: Ill W"hl T4m�Ni:j,O!�t&*32DAqAV:��,rqmr.UKW�tcI , 1�ijiql`211jls AD ylq ,, as illa CwmAmanc EL14C Fcoffoass 61nv.� Ev,ar (offmild ft1sW&Wjftrj � X U11 AIM dml iWo II: & thffft�,TruF,bm.Clas*�::awj$tmA,Star MWIdli6l B6029-.0 &Qillidh�MCIJ414111`1 GIU'd 1:j"I'l o 12,i si� Yns Yam `04 ��am,,sl fte Flbavves 61aoll Col , -1 I, rhl,�L�Q.,car� X0, Ing I unity'r - 1!2 I �"N.--T,,P��b.,-Q�.1,..,iG-.Lh,tI. �lWlrlO'a4W3$�y)&��#�111MOA6,%IIDI GJ`AM'd lz�lpuofl H, `I�,, 11 ma WA C. Tpft. ll ii, MiII, .,&- ocilev rl � ,1 h I WATIOj adall sn9WnWQsk90img�1*,a I oorif�vllaqio �P�� ,I, Wha",'rm,, Flb'[� ., d 2--sh-El �Cacef M1112M, "I - "sim All Will Upw 1;e,cl Esqt Region Nh* I L � raiar mrl 2 "A DIA. X D", Val I's 4 ma, � 11 , m"m- r ... �IC� "I'lil rml.&A4., Pill alMKRB-� ".0;ln"dimWO, 1W00 IZ11PIU24 I'll - Y_ N". Ill 4 am C�R.vl. "A. Ale,mem, S09r, ill ..M,,llAM Wrad DID- SEd,IIIaT.,4 linqrz�a".I,q� AD, ox - oy'C".-Mg.'su.-� "I� 0. jAiq'&7mlI AImj"�MlFmm'imjm IgImmmarl'Am� . Nonsnal 644504 &,A1d*N1.d9q1.9, Gamma 121110112A 1,46 Y� cn P41, WaftdOpmr, O-P-ar,- Edo- F,1,.AmRm5!o�ca Db,1 1�*h � 0111,ci 1]4�md WbAlic"I cim"I SI'll I ry r1mAiM;%x,w A,:XX or orax'n oaft rmomp I- ,_ T-I-1 � 9:1 a-,'. A �,k .1, d All 11mla, IA I misma,01 bmN Ill A imsTamimppeal � , "oli I 211-11?01-6 '110 Y. Y_ lie., tow-w CrmIm i1rj,,rgI vIli,at Ell- adfil , Voe a l clMlfalsl Ih%I,g>,aS1l1c a'n 1. � AC ,,,, l 13 -Imm1m.'al 17 q, Tlii, mo, TA, FOx,i -Or. il itlAd 3,mWIh ,A Is Hr,m,ir,A Hap'lim, , I t,��i�ic�,,I,iil��;�td:��,:�,,,m DImmirs 1 211114imM h1k, Ii"P I'll NIA ��Imsilmomft ELIP Ift'g, ca,u Ill Ilse aft, 'j, IIIJ11 7;1el MadilHoll imairi All All 11Zmail q11]:lilCAA`c`IQ% 1,4A or IO!'Cl lqvffij;wAmmrlli I Florida Dapachrimmi ill ol' Busilil & F-Ilmifessionali RotlAatloln "",, t -,t I Rutdamg Goder, a Ad �'Aai Um Ids 1 "ic,21 Product Approva� Aill kat�mmv D,etafl � I 11 I WO-40- , - "'. - . r I K � I - I : :: : . . , " I 1. . . , I I 11 - , -- ru ::: :.: : . � � __;: I I -_ -_ �_ - --- : � I I I ,r r - ___ W, : � --;--- - --- I - � I . ___ __ _____ I I I I I I 1 � � - I I - I - ;:. 11 - - - I � I I I I I 11 : � I __ 11 ,� I - - I I I 11 I I I - I - I I - I'll I I I I r I I � : ::: l, � : L : I � ::: : ::: .:: : : ::: :: : : T Zook _W11 I DI Aill 2all-EMAM D"I'm X= 414211 srar"Ill 1�11" unum A, � YIM alledall A"On Fack-ummil Allaill A" lbaA.ie� 7.11"NI PoIr 1,,3,,,,, � W _r --,,z �_ . I ill� I- Do d. A,,., .,ri� - "FIR Miclid-D-11t Uc��%%L "L191115OZ-0 1 ol I -, iu,�-_, ZO AP1,11-11 ocalaar r-, I- ml,,,% �Ai` I L 4 ,",_oj 00 Mp, ,11 5_90 , aailli,viv�-1 A,IAIAF�ii-�, Ll�i, 4lim,,%,,. lmA*mmlcrinAsnm-jesm5 " ePU lival rollficalk,n room �� 1,11allru Vr:i EURZ-MaiRlIll GAIALU Amessiguil Aasrrmmj-�frm poll Awl C� �4 kwm� quion EN-0 J`l�d m� less, x!�L�_- MolIao.2majoliall II�XmoE1il.F11aA]AA1AA_12AIr 111I.JI pool piltoll AITAIAUR9 F1s__. 9 8004157PI-el, M.'ie gal mIT'A =Al Ces4 S.. o4"qFT0in I 'llad' Y., Fill March 6, 2023 `1 I III, 41 I� 11 lfflmmr�l r�� l I�� II � a M2 III I - �iiiiiiiii. �� ONTIff � ;-d .,I; I I 1, I 1104 � � I � � i , ''�� i � l!" .... Lal-i-,da:jlhloll�-,,��INR*-13,:I—q"w,;-,Il��IJALluiI 19M Wb1K1;3*M I mill I. As required by Florida Statute 553,842 and Florida Administrative Code 9B-72, please providethe information and approval numbers on the building components listed below If I . . they will be utilized on the constructiorLpro ect for which you are appiy'ng tr a if ]I it F _..____.____.____�__� --I I I I Cate,gotry/Subicategory . � - � I- ___,___.____._ -------- Ma�nufacturer - ___ - in -- 7 - - - - ' - -- - - '--- -- __ __ - __ - � - - � ____ . � . - . - ..-..- _.__._____ - ____ ____ --- _____ — ----- - , i --iApproval P rodu ct De scri pti o In - . - - � , - - - - F__.____ .--. . - - - - __ ... - ------ --- - __..._.____ _.. 7 . I Number(s) ; I - ___..__1____ , , , � - , , ------... - � ___ - - � - --- __ I Test Pressures i I I , - IMM M3 11. __ EXTERIOR DOORS I �� M�� A, - _ -_ - � SWINGING ------.-.- - � � __ - ____ __ - - iiiiii '' : - � I �� t �_ Fiber-Clas,sic and Snioothill (NO Al IMPACT) _____ ___________ ____ _ __ I WOOED* i I +67`ll,0/-67�0 pif i i I . UMMA : I � ;;;;;;; ��Flibel I - A Ill ra "IMPAC1 fassic and Smooth -Star ( ' -) ___.._______�_ __ ...-..-.--- 11-- . - I I . I N,___ +67.0,1-67.0 psf � ` � j I I - -'----- Fitter -Classic and Smooth�SItar 0110PACT) � --h "d alm I.:= _ __ .- � ------,.---------�-----��---��,��L MI Windows anci Doom I __ __ - - ��__ ___ __________ - - [ - - ---- _ifi"7 �46:0iil&40.0 ps IRMI �� . - -'- __ i Series 5570 __ ;� ... NOA 221-02105�03 1 — - ___ I � +38.71-387 p L _______ _____ I l I : Pella Corporation ______ l ...... _ "ii . . I I I I 111111111111111111111 A I 111111 I I I I I I I I I I a Ill IIAN.ayne-Daliton - ____ ___ I '. I ___.__._..._._____..___ -------- ---.-- --- Series 8000,11"El 1 00/8200 #1 105 (8X7) I - — _ I . - - .�;;:��=�g��;:;:�:x;�;�;;;�=;;--"'--""''''-'�,�,��----,�N __ Wayne -Dalton .____. ....._.... --------- --l-I.I... - --_...--_3 Wayne -Dalton 11 ;Series, I . � ii ��._�_:M::N:=�M��. . ._______ 10 :I :� --------- �800 /8 I 00I(8200 #1 123 116X"t'j I - , - ____ �______ Series 8000,10-81FOO:if8'."-�0,f"06�1124 06�� I . � __ I 1M1**%ZM I . +30t0/33.5 psf ]XIORIC11 .. ----. �aMmmalmuffm ____ ______ _______ ___�� M _.__ = ___ __ __ ------------- - �� I .-,------------- �D. - - ___ ___________ _____ METAL LOUVERED DRS _____ ----------- ______ I-- — -_ - Curries DhAslon of'AADG, Inc ------, I ____.__ i i g:, . 607,707, 727,747 Iand 847 Single! & Pairs of:Doo1rQI � IN ! 11111 I 11 11 !I', 11 I =��= I L A N/A (see Inst sh I = � I �� : FJWTq171= � ______ - _______ ___ � : A. I - SINGLE HUNG ___ - - __ - - - - - i 'IVII Windows and Doors ... - - - _______ ___ - - - I i j i I - - 0 11 sm . __ - [ L, � I I 96T -_ 11 . . . . . . I "I 11 I I — Pe6 Corporation ... .... .... ____________.____i,, Series '10/20 _______.. _____ as __ - mug M#M". IrIpAsPAM .....___________ ... _. � _____ Pella Corporation __ --- -- -I - __ .1=_ - - I M. �� I I - -1 bd= �� - - . .: ... B. 1---l- - . ________..___ HORiZON7rAL SLIDER i __.- I 00ir's I I MI Windovvs and 0 L. - - i t I - I � I I � III, I !! I 11M* =2 I!, I : I :: r .. --.--- _....._ __ _ ____ ----,,,-,--------- I : Pella Corporation ___1I______.__._______.__.._ --.-.-- - !'Series ------- - - - - - - - - - I 10120 -..-.--�..,--.,...�----..---.-..--. ____ I I laillitil i. � - , +30.01-30.0 psf 'EMEM ��Flella - --- — -------- = 3 it .on Corporat' -----��"";;�;;;.;;;�:;;;;;;;;;�i;;i�;;;;;;;�;i;�;;:;�;;�"; �lSeries - t 10 Sild"Ing Window I.-.- - ---- 1. -1-- --- ______.... . 11 I 11 1341 - ��M[ _____ Windows and Doors __ . . . — - __ 1MEWS Ill, Ill � & I ------..-.--.-------..-.....�..�---.----------- T �� . [F 1 4 �.1 11 ___________.____ + I- I � A psf - � - 0, -- 11 = I I Series 55,20 ___mm -_ - - � � �#�# � --.-,--�"---��.,--.-----,.-�--�--- Pella Corporation ___ - --- . I fl ' _�___ ,Series 10til I; I W�- -4 M .2 I -% +1 � Pei a Corpora[Lion i 1� I 0 Series Flange Fixed W! � - 9 :D. __ MULLION __.._______.___..______ MiWindows and Doors 1) I --..-----.-.-. -----.-----�-------.-..-.-..-...-.�--- ,Senes5764 I � - �� - - 3 I - I I I 0 11 I �Ser!ies i:55�O � I I I ii I I 12mmis-la ___ - � . �3i. ._____1_1_________________ i I ; PANEL'WA;iLL I I . 1-1 I - ___ - ___ ___ - __ I---- __ - _____ - I - il=�� L=1 j@ !! I James Hardie Building Prod. .. ....... _._____..____________. _______ ll - I l .. ;;I I I _1d1 !! 11i .1 III .11 III : . . I i I I ------ ____ I j�� 111111111111: -1 - ----- I IT I FFI ___ ------------------- _____ I #� —.-.. I Solid and Vented Vinyl Soffit ______ ____ -------- � ________ � . FL15272.1 -FL15272i,2 'I ii : i +75�0)'-l75.0 psf � M from& , 1, ��;Aipha I ... I... 1. -1-1-- 1-1--... __ � _.. - � . - _ I I Aluminum, Inc. --- ____ ________ I Solid and Vented Aluminum Soffit "I l "I w : - l l - __ - __..____ - +:54.21-54.2 psf ------------ - - - 10111KNIKSWI:11 .... ..-. . _._____..... I.. - _..... __ ____ __ __ � - __ - - 4. - - ROOFING PRODUCTI ____ - - __ = �� A. ____ ASPHALT SHINGLES__ --- =,3 . 1. . 7lab,'Dilmensional . .......... ... E I =� S. 1�� D! UN'' ERLAYMENTS ____, Tamil (fcr I . Shingle Roof) IF- 1; __ - - - -ii — I : � A51b Felt Undedayment I . "I --- ____ - _..,__.__..__jjI I ,'e Rool, 1 A I : 'Plyglass USA. Inc, (for I I j __ -----...---- ____.... _.__l kqmilLw,m: I "I I M M i ffea4m . C, - I __ I - - ___ I - S, ___ - 1 R00:1FINGFASTENER I- - ____ =�W_ - ___ L D, ROOF \�Ei:NTILATORS _______________----� Thlompson Arch kletai CorI I w I r 3 z , I 2=�� - * * - - __ . - . ... - . . . . . - .. - . .... - — ------------ ---'-L --- --- ----'' . __... --.----,-�--.-.-�l---.----------- i Florida Metal Products, inc— I I . __ I ' L L � LL � 1. - - Wit-vZ1 I i :Lomanco, Irl __ ,; I I ______ DA-4 Exahust Vient L . . E � III 1 I +97.5fl-ST.5 psf � E. __ — ---- - ----- ___________jT ROOFING TILES .,11511� '- � . #jr .- L' . �� --1-1--.1 I � :L _____1_________________ '��IMJM [F; 7849�27 - FI_7849�2_8 . ----�� ,Saxony M-1--_ 900 FL7849l, 16 - FI_7849� 20 : ___ i �F. - ------ - ___ -, - � --,-,-- , I .. METALROOF __ ______ - i i iDre,x�el Metals, Inc. - 1IDNIC __ i 11 _____...______._.... --.---.---... --...- .. - 100NS� DII 150SS� DMC 175s, DMC I I : I . I 20 S!, ON1111C ,5NV I ___ ______ I I : : I M L :: : - � � A. ----------- --- ___ , STORM PANELS ,Global _____ E Protection Products - -.------ r .. i,Galvanlzed Steel Storrin Panels -.--- . -: ------ __ __ � --.---..---.---------.-�--�&N�!�� 5076,2 1 FL15076-1 - FLI'l . - .__ . ..-.----- . : . .... - .. I- I ........ . - . .---------- .. .. . -...- — _____ -1 __________ All American Shutters & Glass I IT ==.====2=g ==:2.:2=.=.:: _____ --L-- - . 111111111! Galvanized Steei Ston Panels; I - I M__ ____._.._11 16. ........... .--...I- ____...... -....-.--,,-..-. - --- .-..----.-.--.--.-.----.-! uii 1 STRUCal IRA,L — - - __ - - --- - _____ ____ __ - - - - - iL I : I--------- I.-.---.- _____ - ____ ___ - - ____I COMPONENTS - ..--..-. ... ._... . ...... . - N �L�� I L � 1.1--m F I 'A, WOOD CONNECTIORS1 .USP --- _ __ Structural Conn, . - - L C=__ I �..._______ANCHORS_1_1. � --- � = � - ===_ _____ 111��M ------ - N_____ 0111111111 plamlifir-likl I B� 11 . I I.. - ___ I 1-11,111. L - - 11 4v� TRUSS PLATES ITW Building Components - ; , - __ ___ ------- Fkpin-e-t-ru-Iss Plates I 111111111 jF*T*T*� - I I'll �� P. W-W010z, 2 al - __ 1 I :1 MiTek industries, Inc, I , I' - ! .'!)Lss __l Plates I ___ � a 1 FL21 971 - F L2197�r- _I ; - - WA 1 I _. 12/31/2024! � i . I � ... 10, .L____._____ . IIIII11WI : ________ -.—.-...- - __ I ;I ENGINEERED LUMBER ..------_-------- _%T.*V1A ` _.- ... . -ii �jjj _ �' " �; 1:1___ � Weyerhaeuseil .r _ -..-,--- -_-_----- Cast -Crete Corp,, ��n ... I 11 I! - A------------------- ! � I] — i I I P l I iL ,RJm Board. LA,`L,' S � LSL I _ -;=�________ - I I Hgh; Strength Concrete Lintels ___ _.... ____� � �,--,-�-------=�=��=��-�-��=------ _... iii � �;�� i - iF! FL6:5127.1 L6527.5 I ' ==�Z�=�� . NOA 20-06K 15 r __ ____ - ----L- - .- r 1101 NIA 1 -------- _1_111___.___ � ,,3112023 I _ 1 Brim - Mcommercial -----------'--LL�'L--�'----'L----�--- : Concrete Products, - '!t ., Inc .l�_'"_.Z>trength:Concrete � S � '_ _____ ' ; __ Lintels ----[;Inlr,&,E,m I � � I'll, --- __ � ______ ___ - �� . - LIL I L __ - __ � . I L `Tl products listed below did n!ot demonstrate product approval at plan reiAew, I understand that at thetime of Inspection ofthese products, the following infllarmation must available to the iMspector on the `cbsite: 1) copy of the produlct approval, 2 1 = - - ) i � A P P LICA N T SIGNA TURE DATE 1 (1) (1) = 1-0 F!DtidaL'ielpaiqii:entofMxshesis&Profe-%siorya!R-W,Ulal!Dn Al I .1l, 3 in -FU (1) 1 HiAll Cilrdea and Standards I!I2540021L > = 0 :3 Product Approval Application Detail (1) E2 _,-, 0__ , (L) 0- = 2 — - _____ __ �� - � - ____ �_ - �� - - - - - � � � � _:� , �� __ — - __ _______-;��-�;- --,--- tt�i_ ;� 4�:�. �_ - I - L ;. ------ nlT,.,_ -;��;,�K��;��'llall",��TTI�N;;;��,,;,,��,l��r - - , " l, ll, _,� .. ... .. .. ,_ , "l, l,,;l5 ��:, ,, I - 7 1� .��,,��i - ''I'll- 1-1-11111-1 11-1-11-1 I �L r�__ � - � - I 1I.- _!�71 : - _ I � 11 - I.- 11 - � �: T: � I ,:: L'l'� - 1,ll I'll - - I , � I I I I � - 1, � 11 � __ . rl,11��Vi 1- - _ __ � � �1� � , .��;R�";,��,��;,)�..,,.�...�,..,� ... ll, ;.1_;,1T, ::,lMll1',1 - ., I I � L I I I I I 1 � - 6 � 11: a.) 0 - 0 ZedIr = W-1 am 'Valwaftd Vania.2MIAR I I 2k — -.1-11 = CZ __0 0- . Impt XMI2 REfflam 22 A 1juar; ecAam 'Siglarritftj MC Ail Aammed §59 . — a) Q) Rwll 21TI Thennem-Toj ,i;�AnDln �Iimm,,� Aspea,man Ly�al , ' nl,:Ir� F, E, ,�Mln _ RZymin,li King P.E -,m7-ll 071',��,=) 011111== Xi�ac!U?u 101"�IXI20 Aimqfq,�A 0) t; -.-- cn -t--- Cat;ml F,t-.x Doom ilasicv+115- ROD) A43_7ff__11 PE-13MA, le'u"A SUIDC44mil �_��Nil IT � r�lo-� ,Iivip,,M0r__-fh._T,I,AI 0. covillwoo [Arthrel: E�nklvuiir Alw" h.a. - I- a) -M 0 -0 Flil 1--jil A,,._,nll .F� 1,�l FW42 - _a Pl,oricil Erwnlia;. = 0 -2 - "— (D FL2204170�FM ferodUCIA& 0 � = -2 ,:�- QW&OU1,14=1 W =-rA 64MAOULM =W QW-clan = 0 EM-0 Premium Modail- Airmail or Nall Pragirmito-saimgo" Colcov"TEXlenrW. 2ilm T w4F outl 1-r4w Rews-art pmecom,re = LL_ — A a, Th�m T,io Fv,e_(_3el and !Anxciln-Stal �qmmald&�gse"S,F,K,�ewImpac��q,�� OFA%A� i X % i 01-i r- 2 'I em, Yes., yta WA (To 0 - 1 A t� M C�empe�ft LdR* F�cmmmqlaims Sil Dow 0 > I b TF,atrnri-T. Filec-CWsit ilr,�,l 9 iiiiaft-66"I Ndm�nal",��5�L��$�l,,�-*Ie,-4t,%4"��4 Usitaw- tMill= YvA Yes _V__ TWA . oind'Sranooth-Stair __oncitl F;4�'Av,_Sc,g__::,,X!l*" .(/) .__ Alcefollm 11twA,smviC",Fe,mil X0, 3,1 c� Zirxr'l U-) a.) %_ A . 0- -Ihar�,,, mminel 8) 'ell" .- M C:L 3 1-1 pb��c4umalc anidlik�oomh&or Illon II Zrlp�a Aqis�,,I:;P�mPC_1&qIA4 Ornimmo C'7*1f)4*iteE$aeFiV��Ata�'��Ub*lf.�,,��,oth�t,� 11,3111=12 Y" Y" Y`ma WA = E M 4- A Cl < ��--.NAS$�-t�sr�nrr,�:1-wLmwmg,�,x,�,6rox,�o Ill -0 . 4 d Tiroania-Tw FrNe-Classle and si_�� - -1 all E - I � - - - pl�__ ToARM, 1, - (��F.141X` F ... c1`6- mAs_,f---fll*-00l iii.w"riv"Air-,lig X wrelixrvIwO 11 � TF—;r,il -Eizcd�s�,Irf, � .t&q 1I.,nW&1_*-39;DRqL.k,lp. r -t0p-,- t13Il2X= Y Y_ Y_ `111A IF111 - .. � , W� - -Ml �,r , � - w"i"AlirarWar - C. f T1arrc,T1-j �,�ot-�::clk a,4 �-,V�51cq 04o= as;l aqxk�l"WcUll OPI 121.',11�12II4 'Yes l I�as fdhk 0! 04 rporria a brill , - I YgThoim SkWhea, �Irt,eilfjK)U.1101�x A,X , Oil 0WdIqcIwIm,A%A I Q� P'001i,Tm� Ft&, T_1:.,%i,k1 mmd Sin,�,�qtiwcr mjmInI1,nlA o8Jr_Ru,L8 &4"t�Imp.d&I'll, I_w�-� � IJ31 r:J.-� V:ms maill Wal IIWA C ,ril Ed;. r1,g]1.ct'vl -,W,r z ill- I r�,-rl I -,, i,41--io; X "'n iv-vi I h [tL,eiria-"�i,��!W,�,��,t,�[r,l�Ll�r,�t�'.�r,L-43i�� IF,Mlm�f %420 qqWXjPvA&ql n, aii-l;[ iW14?= �iii, Y'm Yom [AA Cmaic Edo, F,bl SmI Coot vA. -,,r,,t4,�,,(r,r,�lr,,il��pj,r�,,^.--�l')O. , xisrc,A� 01 zArf��Aralnincl, . 1 - "r , 111�T,lr ItoF I 4--1,'l;�,li'lif s"'l ��'T NQIF,1:00.WNA,� &q,mur'111IP:a:A&ql,M� UWed I i,dzi I;= ymm;� NrffT5 lew Ill C,arrimlomm A EftP Fill5vNillms.m. Do, so, TAYXIll Or I � 0""' 0 - rims. K DO, nr -, , I laso mi `0� . 10 j 7hmmAA4 7ru Fbw-Cosor.,;mo �IrriwtaimiHmor ,bl I Ina sllwof"O ill ImmPadiI A_-av I=Q`322 Yes Vc! r1l.-, K"k , _ �'m F[T.�gjmmm &,�iIjs Fl- �,,mj,noroA Fl��Jjq ll�%mangdVianl A waAe_!l.-,1 11 V Thaaram-�rip - lb�,��--l�]��,�,,ndE�,A,�i,,,Ih,�,tli, NimMilmal Al"P, , &,m_AY�jn,vie±&eIo� G422AU 12(31r2,0212 yan "o, Y aa, mAA , ou,jx�,�tr L-ailim Filuarall Singk [kni z , ,,s,ATbm-1,l lammaFIA-0ana.al Xrr'r'�, 09or ri�* , 1.141@qacami!Im� I 2 L-Tteeiria-l"ru "Iber-Coss;,., aiod Sriimmalll��r Ircal A&4I ill isq�WffmpactEkvl 1z1_3b____ Ye& Yes If- � rE#1 i �'mlll ! - kaol DeAk, I acr "M cr cz I �,rai,rlingi,_�noal XX Iml 04<0 I I t rr� T�I,l-T I o F-ber Ckl ,ird F�, ip,�As,l , "Mij,1-t*aa� Fi��,,,,��! UW'al 6&qoct:31"'P_1omAomlI14 r��paqm,4 " zrllTzr_,� Y _-, Y�. Yes AM �_,No F im,afalinam, Rnrce �Itl wmlli � =Ilricmclkq�ul, W_ll.tl . 44 '. -M-I f Pj F,bvI on,, Aimvlt�,-Svl 5Q_:fto - ,� , i, .., , r I - I Sale cd; 1 30ta0l R TmlaroI�C1b.,hb.r..r,1,vr', Aq�Qt;aJ*n,lnlA,AsCirquLf: ,--,Jalite,�'l�,-,�r�r"7ul7�v,,�4'�g; OXXC) muflaulAIK'n i 1-5 -r'rIT-trw'rru 1sb.r-CI,wvmdC-,omAh-i%c, N-Mi I 9603A0 W,U:r_1q=4c1Ajw: ovwqam, 12M�,=�l ,0", YiD5 Y65 wil. :i-p-a-I Fog. F,i�.rmll_ sinea. l7len-T �,iUml Xq=;!4hDr.dmKq-_�l sidill - - L - I , 11 . 11 Is ,p rtarl rii F AsF4,;Imml -ard Fral SUc 0, NorNrOrAII-1 -ell , 'I - GF,qql � ,",I3 11Q1,lfa,LI Yes Yes Y&S I'VAL CO.Tcell Ftis. Freljwe_� C�,hle Domi wall, LU 611,111, 111� �___, — l d �,V, QV 1 a ,, .1 To'5 clm 17 q U--T. Pb-1_L-,w.w SreoAh-q- h l, �; ri� [ miAl 8 Alo-_ Rill, n �'. o-I A.-mr: Ckmm q - � 11131, IW22 yes lil 11- All I 11'.recca Ill F-wisTarms Single Dino, 11 rlmi,,Jrwour�mv, X �Dnfe-rsrflrxr) is :1 Therrrm-TmF.bei�C'�igsis�r,,andS�tti,5Lw I'loil�iRgld&#398&.-�u,t,t4o.-IrriW&q4rik CIpaqua 12II'MI2M Y&A Yell AD TO C.p-4�_-_dx Eem Iteoleal 64poo Doorcamt eall -",A�4vvNvnp%0V.&AlDl xo� ax ol, OX0 corTAIllwavontip I 19 s, Thm,,n,i,i T. Fol -,l, I,�� mi� � .- - ,_d 5venqnci,,Sc� t,qor��,,�al,?A#�W;8,4�"-Nz�,loor��F-,Cm,q.a�. OTA,qi�q ` 1il Y_ vi�s No II&A c, ,a Is" ii Eog F F R �_ Ell I � mL oem i, A Dol WM Am ,4",Dut Shoall ='AsAl mix or V`xxo Ccnf,gV,RcI 20i 1 Trvra��-Tr�Fit�,[�,,�t,i%�,��pir.dSMDWI_,q 'taIr tkc,mlr�g,l�'A*39-0&,2"-!�lon-(�=,.�,&--�.7t comql 11 2�ml ';.,G?2 1'ers mes Nis hs'll, l% �mm�ml mi Emv e F be ol mall Ang mc DxN — I " - %1ti_XA__, X - � Ac-i rct -) zi Ii 'I'A�aml ll� FIDI �Wd lAft-*_;i5tol ll lcerru ivN4t4M1rnmoi%&qt*r Opanika, 1 Z$14022 Ymat l No T41A Cnr"l FiIjil Finill 1-9m,el, Dx, wth I Satmlt:e,a) ilisciaps"C"c"'lamril: X-')F OX M 0X0 01intmitImarmsm 212 � 7 I—, r, P-�,F��il _i 5_08t, I ,,..l '454i�s 0s,c_d,�1�_Pc,t&ql apial 121�rT0202`2 Yam I'mi, N11 �,I,A Cl�TlTnaiic I, Lrrrs,ym FrIvagMas DwIDN, Colervil or , _I,jelafar XXCY OXXO vmImQ,qr:rWa:r.qA �'Jqpa,roj( , I wFOY4.1afmirmil Z11 �, 1 tic,11c T,11 F 01 ,�Jawq on d 5,F;s;cr-3S7,cr NQ-11 R; il4 #'3o, 5 P Air 'Act' mIA-, 117rectlokul G m %) I 1W I f.2 a __ 2 Y Am yv� rrmA. NFIF , ftsimmarsoc"Itim'sk'a X tonlIgumton) 24 � Thvitn-.1 rul 1--barl-Nalsic a,,,,' SmLeatin-SIA, N�,aal t:,�tr,tA,k�,-u,-tl',�-,-irn�,a�ntgquot,, GIAized 12I Yam Yam "I'm tlllo, ,� ,np� i&,1gftl`,; � ahbojl�,', ( I mainglZmati,AI"Al; ti O,Xor,3>40 '. nfmlmwalci*�[ - 25 Y,"rhemaie 1� Famr-17Aosec And &YA,A-Somr Noolisom 6POSRA &,mQ0tmPA,jh1PAvUAl,i3O� � Giall 12-MI-AM fal " r, a Imc t1i'l A, C.�-.,,Ponmltl l"b,cm, 'iesit Dol Ckinr al �c ,aidi.atamdet" rIF,_wIap-I0a1Ie.qiq, -1l 1KX1. C, Di,gcT,.,A',rill 2(i 1� Thea:T1, Fm,-,c%l maja ��,,,Jcovl 141—,ot 8aft:31.0 %q,0-,1c_- Ai,ilmm -Mq,,,1t, Glaravi 12r-W2022 Yes, Y,mms mmc 1I cn�r_,=& Ej,j� Flicatmil- �Wjta ]"It ilsaca,Vo.ft-�all 7,�A,icl I�olanrvsnt Lm�;a Flaarposs Swkj� Z)�,il f j ' Aa.W-'� fj�,,�Iinvn I -ijpcis-V A-1 ClAot i7j)"J10 - - 26 A, T1iil_-:- �iimc,-03l-��,O ll- -ein, - -0iaqW1A-h_,1.ADv,t&QuQt ""'lared QtLI`V= IT __ _11'� 1.140 N1011. .�1111 � _x.pal Edge Fqxim�gtaac Dalubkm QoW Mm .r I -r-sw"e-ij T-rorsda Depaitirnorl of Business I Protessionall Regulkaten POO Id2 JUL 1 4 80kingCodas P.nd ,9tandards WID221 20 Product Approval Application Detail I AV* InTill Rare A91. ,E#U,Ntam amalf, 'I zxu yineir allerwrialer filct" ra,dialor A 6&IMAR virlddlalft )01099 Neill FEW AWMYA him" - Fle"MI 297D PA Yinnoqv, I Dows Dw4 MITV4T Lwl Roomd�, I amA5 A I r1rairi a Orno. K 100I 1=02021) Ildm1wo"g, 11153Ill A �/ i Catilial 'bilermor EWI 0, 11 1, mffl-5= PIA&fil 1, , �� TI �V *454 ,vocian-WIT,'. Sialiv EIilI rito A,a wecalis trial.v-14--d— C;"Iw,. m.tho"t Fl,twydo, P'tPalt k_�, a F-Mv 7-clijil cil, er. 1 - ,� n_-m,i,, Virtual eview Assist, 11 tjoll.".13A.4; ?.Vm&iao� prda-w --,*: Plans Revie . completed and appro ed for,W, pliance ith the 2020 FBC 7th Airily awim" odocelm kill AMLgMW-f-t-1&0 ..., dition _eol ftom�I,Ll Milim, WIT'll w Nam r,pisso rNedAI Cr.o"I"AsT.A.sacesc�0all ILKM64 Q-41,4riflill 1W II I by Debr Anne Klahr PX2300 � qLRIES 4,240AL"11 11411IM ii�W �iVMI21 MALUMINUM!"M OAD I �!'.,l Aor24 All YN N`1 all 14 n"?dArciA_AAvvm�vr o0AF�'EIMPGRI -1 SFRFE7�,IGAIIWINIJMA�C �;f�F�[E�',S420A�,,UMINVFA�*DO7,�,Y,O�x�lI 12.13V2024 MID Yal PAD N,A (n - -*�& "ur -HP - - - 011pal: MON sfiFl - s�, ,I 3�LRJC,E, Q`0 -1l J JAI iml�) RtIN�UPIELI m�, 5tK _ iiil� A-WIll - V si�,:,.Rsml r 0 CAC I Z`3 $ "i 9211 14�,�s/Aiiqlim"69I : - -�_ N,i WA L. 4 �Erml._`3 421041JIMMIA I RZINFORVED �F.�R[Fv�i4�UAI,UMit4ti�MS�L�DRO"�ORr-EPO�N:, ,A,111,'�m?,4 mc, N , M IVA : I mil, RIES i,25AWNAINIJ11 SCiF, RCIN__C!-:r1 K0, X49mAq,X�P&&"-A 1EPV' 420ALUMIMM Sl RDNIODCPI i2%1,,2Tj24 N. Y., _n `-A 1-;!&,iA4A5&mwil a) , .0 Florida Departmorg ofiltarstriess, & Paofoselonat R"uUtIca) P..", I a 2 8luildragiCrides and StarWrids. IMM21 .4 - W � l...— __ __ I .� - � �� i � � - � 7 � - � L :::: I . " I - 1: � - xlll - � - I � I 1::: :: �: : :l:::ll::: !::r: - � � � : rr,.�l%.:Ii��ll, - - - :� . I- - I , rl�.�j::::::::::" � ��T � ��T lT � L _ : r: l: , I 111 � - I I I r I : l! ... � 1-11 ,::: J:::::2ZF-::: � _: l�.� - '; 11 : : I I I �11 0401il , , ";,_, I - __ - � � �7 Ll:: 1: TI: : T � i T: - I - I I .. � 1. I I 11 I r., 1, , , I I I I �: �::::::::::!�Il�:: ': - - _� . ;�_ i� Z_ r � : .1 -.1'. � : . :::l::::::�:::::::�:::n:t : : r � `11_i::g - - 'r -1-1 I 11- � :: ,Tl�mn_ . 11 - � U�ft , _;�i_ � ... - 111. 11- I—- . 1-1-1-1. . -1.1 I 11 � 11; �- � � �: fl�z111--ml, ��L:7::�4�_4�ln ri::::::::l: -.C,��il, �; I �_:,, I dr- � 1-11-11'"r, . _11 I r - " r 1 I I wax 11 I I � - I 1 I I � ''I'll, I �0111 20A I r rllll: : : I I - Eilleclse :: r:_ .....: 999 :::,::: ,1� r r:::I:::� ::5. �I� . = � Flwsw, --lI 10- �4ql , di,�mjicnl ni"..I _ V�l, X Inn" IS ,%,.,A massy R� A"ame, PrE I Wi 2I OAr'Wl imm`M,20lil 12"A511,IX, masip"avi, ,��,cvraiw 'i5smi;63412, PE-51737 � ml]4� ,a 2 � `5200 CI_ invii,redwOmi 4Fi_-*Wp-*,a� 1.� S Irl smiMmw fi�rt �Asrrkli� ,sa cz C=_ 14.1 1, .,j � R,v,,A rd fr_ . A eg Or Al IrIllau-bivivil We P[ep,4'onal Emplimis M > I "it III I!ml C) " lel A - 2 � q %WM Ill firlo-16tTAKRIV-2111 ,a Asaigod M air KI-h2ril 420i'mw 'A Un Aiftilo-1 Ali $mIgIial Rashop.1.9 Wwsri pliman, imm, > CL 1i �11 I'VI ... C I mmil MASS IV- .frim, 14hAry em faaa,N "I 1 2il 1 Ono 5 o�,61,At,��:p�am[RtDT",V�f'RIV��]w No Y" I It, � 'll J . 011i3s!010 0- I -,, 60I I 11.,101A 2l, i" 1 Z3 I� I$ IQA, mmanwAAF, � 0#34m Al hassht 0malzriq imil DWI in loP A lilm�,�,dolt ii-don Him l YQa i,�,Mcl4il W 0 m< I I , IAM I' am;l0o- v 1 i 2 - i5ml Atawamsrh 1404*1, Itaxileja a�mlnjm 11211lil,Ml No 'I'm Yla �3+40�,",ImIoT wimAll in Top or 'Affasicat, _aamv L. 0 loomftb�. = 0 Florlia Departonorl & Sualhess I Professionall Regulation fmar. 1 0 1 0 Building Codes arl Standards III I __ Product Approval Application Detail -.d 1111<:� CL I � - - I I r " � L ; :: :: � � '. ; - I I � . - I I "Ill - I - I I �. I I a) V,elaw .4 _ .: ; - I I r � I � r - 11 ill I - � - . I � - I . � I ,;,;,, I 11 I I - 1 � - -1 � T. � I : ;.I I :, �� 1, I � , .IT : , 1, Ij 14 : I , , i I I � - - I - I � 4. 11 - � 111 11 I -, 1, Ell 1 ;,.:. :. � l� � _ r I r- I � I r - � - � I - :. � -11, I � : I - � I , 7 � - , - I l%r I I ,� , i, I % 4 �: , � ,,, , �, - i r - I I I I I I - -_ 1111-1 I I � I U) CIAO 111113, CAP Own 1101929�1 2" jyjr. Y AVAC-"-4 M 921--- ki,eMN&A Linares moll meant lk YAgNial aub"UnIl FscAWWZX Apnr�w RAW -4--i M ll�avnn WN Qwl1#sZA,vm- or AAl I- canal P.Mcli" DMI 7oll Ili UL LU, Trol Dahop, F,�E. rA , � il li,�4,34,-ruico IVID-2l JWV204 �V2111,'XIX Aimly"eal AV ill& 00 "ostial Expcip'Dw Culm;"Ortam -mayo-ii-al %.0) ruirtINT'Ra lm,ed.m Carlinfill Irkah-11k ,`M&,i,-- so* c� I-liciliq �� = A< QAAAAAAAA� mx4rA AMLOMAWAt Anwasitheft oppw latm, 0- ��, ftZlialLE999JUIAIALMAII "l "-�, ?47L 7 _11", Prer -.1 Al �-i slid �-ril � P-al 12--jaiall &91WL� ..-I C-1 I - , _M_ _.,WU __ Q�a -a "'a mm 1 aq$ 110i'S 1. .�.r ��, G.hifdD WIU7 Y- EUM= Y.s MIA __ � o", " a F"l-l-ol soll " 0 I " I I I = 77 = Flovidia NpartmeW, of Ruskie5il A Profewkxrl Fkriltulation BUTUIV Cod" li bUnlorimj$ - Asa I lifm 110,1121 Q. A - - (D = ProdurtApritoval Appirraillon Dislall __j R! �� = r6jealittialig �i'� - r ; _- - ; � � I - . - - I 11 I 1. � � � r r � � ;- � _ P � � - . . r . ; - . . r .,-. 1. -1-1 I I - I r ,- I I _� ,� I'll : : :':: l::: � 1 r:V:!::r:::: L:,rl, j u:'li `_� : ; 1 I, - 'r- 4-- �� ; � ,';l, � 1 ,; _r , -, ' � - - - 1 :: t L � I �� - �z k� 7�� g "I `1 I l- P ,- � I �, I- 2ll' l:::: :", � � : , , :, � T i. �_I�-- � : . �1 % - -1- 1-1. � .. - - - - ,� , Ij I � r I � � "i r i - .X�ll � � 11 I i� _� ... � 7 _r ;l;l__, 1 1 - I �,l_ -. � � - - r I , �E�z�— - - - � . , ::.: '�-��'p��:��.��,k''.,'��o��N��nz - �: T"a �___ �_ i irm� - . . .. .:: U, I . - i-l- ��, i:�i:,:l7l,,� , il� r M,M,� , li�o 2n , I _ � r I - . � - '', - - �,Erll_ � I ��-,, z �F � r . . � < q�14% Iselty- AAA 2N1 PtAm�!?!]I pai. _j .buft Yfll A Ulanu _22aull'A .1 K I smamnay Eicam c- RtPAMA; -VN mF ymiirdov�a And IAAA$ lva,�T,Almcgor M'�_(Z,m AsWradil al.'aw, M unla PE + 111 7AD-_1A I 1 fl 1-1 12011c 1''Wn W - Appi"'14 c weiAl amin'Aws Irl-la," 1,80 mA fill I", _jaj_ , N'ti'W'.6.64 sobcamiol S]w sill ai&M,,Di,,;A�.d - SHEFF NO, 0'ArViAll 1141adirl Cal I il X joing ftlf 2 ill Mildill. Nurvinw. Num --ts-.111 Ulwoll 4:0nirl ll rw mi�sAil FIRrFifill Fral JIGII SaIll III 1 lcom,2102n AOXMMA-IM-ALS RD US N* malumnenola Alam Mft iWLA f�l Will; Imc pro —mum ,rc Ill All L-miIl C6�f PA 1 - .0- I I I ___U - I i I IT ____ I - - — — - - __ - __ - — — IF - — - - - - - - - __ I � I I l, I 11 !11 r ,___-__________"_,F7]j�, r��L 1'P111_rrrrrr 1,',� , ,ii , ,� ,I � I:, I I I I I I I -*-.4 ---. (D � (1) I = Florida [�eparzlnerd of Rosiness & Protessinqual RetaLlIation raiptf, N 9 Florian, Lkhlralmov :�F Rusinal & Prores-siono 9.�,,-,el I 1 1 1`etl;�! � F-latills Falrovermindreasmel A �-rovnoorvi.Rvguftni real V e t Fliallida Department of ausness & ishafirlssertill Regulation revill al U) —M 1 � (1) (-) -0 > . Building Codl and Standards j7vt',s�'2 Sl lIcIlTig Gedes arind -*aitclatto Building Cl and Standards I it`7131il Building codosand Standards IISM21 = = Q) C:) 4- -0 Prodwil Approval Applilatialon parrall � P,,,)dtxj Appeloyal Application carol Piroduct Approval Appolicatiost color: PioduotApratorold Apialficalioni Detail %- L- o- = .: : � � (D 0 : I I I 11 I- � — ------ . I I- I I : I I I I I I I I %I I � . I � � : �7 .: , ;1 � . . x --- - i I— - 11 .. . � r- i :, - �,,---- I :1 I �L-� I x - — � � -..--. - 11 - --------- --- -. � - � � I rr . �'- -, U-1;x, 4�,;, - ��_- ------- , � 1 �- ... -,� ..... ---- ...... �-- � - ---- -....--� �- , , � � 111L �,, e,l- ", - . � 1, � I � � r 1 �I#Zdli : k - L : I I 11 r. 1 �� I - I I I � : : : I I � �i I I r Q) 0-0 I— 919114 I : I I , alfilug 2& = gitte F-li in 299 I miligAveli � I I I � � 1 1 - , - I , --- -- . I I 11 - - - -,I - , 11 - --- rLat 1AII , - I I - I I I . I I I . � I I - 11 I I I %sill I I � r . - I I-- -. -1-1-1 -, " I-, � � I I I - I - 11 11 I � - ; 111. I I ----- -- I 11 - - � 11 � I � � � � 1. -1 - � �-7.l�� -, -, -, ,_ .... - � � . -.11 � I �. - - - I I �r, ,lx- , - � I , ---- l� ------U----- - I 11 I � � � I - - �, , - � - r ii CU -0 O- 7101hal vitilking N' on Ets ri I I an fohni ff"altritter & I. carry nerilanial As 161thadoll glijairdshu FWAviI A as royely oetalle le.d. — sh-14i 29U -00-q '111ilLhadirt got L, lo faitcl , plate. Inall Pea-Pued.'r-in rk-,�L- 2ok IV anal Longer Did. Dole tere Ithedion Dos . F . — . a) F?-*j.n 21-211 TheIrr,sTrij, I�uihvlsiabov, riile�,el nisr-r- [ t"uhrl F L"I'linfl,ft P IF . _ R� nsr, J K;ry P z v I EI2121 10)01,�Icllll �n - It"Isl I �,I 5:12,22, - ,,F,--1 Man le sol rialostooPig: isawso *11e--�i Il "a-V lj-��-Ivj 3al 11114AI Ffig-Aremaul konsthell ithince Lim 11,,Lor cp,,�t. gesh cr,hi finuaurnrs�& ,"'. va�yd "v '005,94i liunspoo- ImPQ Arei iscuir um. on, YXNIPpI M*Arin�= ks-- 2oz- ra INnialitts QUL$Z earv._ A vAdwo�d of la-1 SR-- se,aul is aLldl, Po 30111129 Aftaluill K 60I ftera lt2M,Xr2r, i 1)-'Z- - - 1 a) -) 0 1 0 DO -4--J Cialurgorn: Dovish D000 180101i 84-l'U'll PC 41,400 (81 1i) 7-U-6R,� 7-Mon"I �rl zl, 29 PCIT [� d-l-, j-, Ro- Ai A. in ---. ,-=C',,- 0 - C E R i0ors-DIldn RI`,:�i-1 VAL �E:Ki 1 Tia". lZID) 1 Vy�,,- Y � � - i 1�-, , L� IiL! I- � 1,40x� ZI7:1 M1 Vireall'u', ll, It elao, Ii el,��Galirl AL,LF,.1, �� -��A WI iu.ft P�� tA.In"t-r- �Cx��W .�Ih'o ,,, I, t �jcee vo�-a -o ��,- Another: ral"Jone Areeloan An-Milecumk a - jMISM - li,i ... 1lubu, . , in e - let v, I P Il I " 2 I , S set I - t1aaltai'm App-e'd - = = M . - SubC,Ttegc�ry�,",,��oliliin�ng: E&idolo Duller noservies ,�,,�r'.�PF.�rri,�t,pj]"Tl,'A�PIJ G) Caveloo, Am,cv- rul 45610110i (�MW 3 F:i e.jrj'uI ii ft I" .L.. , �, 7 l � iffu �,� , n.'4 lie, --un, ,71 7) 31 T�Aca 4sobalturgary Flo,ul bech".k-d- (-,- U) C 0 Frial I a n a V N act so - L -1 ut.fo , Re fIll I fir " a It 11 lish-Auser: large, ri nPill"W"MC0,01"04nue.- o ul orl sene � i: I F1, l," -, , � A d� �ail al " ted -, .,:, C-pli.-Metrual,0ndlill hl Wil-Pil a) -= 0 -0 PL1144 loeirchIP, krchisel hT a Uomiisuh -'ve,da 0-pliteorlituriffnad: 0wraffi-ille, Milik sLent-9 th, 0"'norents heir,�IrClhilel— It- El 0 - -0 groar FTmassull D� F.."ZiplaaCtleates-'a it Lail��,��ll,�l�:ii��l��J�l��", = C) . — = a) PL#Wl PrMilucals 0 EL -- suelovoll, Aal &kagxmtfm-tbi laimall QnWll Wid-D.&I Aedz,4s�l chonerp-42Utat leang p.n%F.1 audiLAUgLwxa 62OULtLikJ�JL%iL AWL�-tkd tal: if.% Oil" = -2 5a, QW&IME-M-1lu awni fog Were Auzill I, �11 -1 4111a, rilves'l-Isholl'Al"noth-Q, -Namh Exlebralklic-natilau Diawlediularl'im rLill"14 aimaLh�tz losaidal !�,-,-,usuru at%_- Fi, hileen Held Mid live it, Upleat L*42!W--� illal &iParall fla 1. "..'s lailitanxi!0W loseen etsulus kath t��kKLY-WILIMA�ALKB�km &ALUIVIL-Il�121talilhinit �,d�ar.mift�.zo-f -. JUIN't 9xift-W& Aluillaft passwu = 0 1-1- &W Product Model. number a, Name 219lDWD---2-.*1g1- n n-arre billoife gEtanot- 41,1W ILtgagna PrPosurie, - it insveres I ,nhe Aleld l: iriolloi Arldf ov� lilret VA-1- lj�Ko,,KQ5 f. -1- I Y- i I Hslee `j'Irli hl,�Iltl P"I'll ��- ;�-�I-�� , -- I is�ll ,-�z , � N� Y- 1h, �eSI,F', i 1 re Pali � 72 1-4ill ow.". 04030*23 No Y- 14a 4l = - - — I P Tiller"� Thu rhse�r t"Inaulc and,$nxvNfi-8vtq t,i,,,rl,cr.la"39,8&qtK�t,�JQ,:,-]�=0,�,ct��ot. 'Quenoln, i 2o! 112014 N. ,,�* hill IIIIA M 10 I 11, %,ii- M Camomile Edge Hinurplawitingle Dol M 0 > 2 t, Then-T. Pilb-Cliall and Srrc%na,,SaT 0In�-r*f0ub,,,,;nU: Koonfiguratkart, Nornmell 6&*3h�.O&qm,t��j,,,.I,r,pa�t8,quur,,Il;a��que Intl= No You NrD N,A . Y-) -0 E 0 c4srixactle Edge F",tenj 9bgre Nor � (D I— , Apin Win Sidelis�q X0. OX oxal 0- (IMS0An9k,)uhAnr,P, M -firl-lihill M 1E mm 3 , Ilhor.o�71WFbw�CIR��sicg..,V,S�-4h�Mar N�mtw6g.gSf�.,8&qxict�lqon,liMa,t&quotOp�iqus 12131II-t'i sit, Yet 11,55 N're 40— 0 FibletiOnAt Gorripoisfte Edge Gosidsle Door Wth a I-- E C/D < Wthoot qc* tho (I mittinal Oil ri xx or Qxxn I -0 .. Goulurterions) 4 ft 711herrTail Mb-r,CIIhhereqc13n-ol:A-61w Nomim,17U24,06q.iut,r�on-Inwr,ta,w.at opaque 12epaq.a No Yve, KID NIA C',mianste Filillipe Fiberglass Selene Door r, a 4 Thistruse-T. rther-Dwev and SrrslerhQl-�itesn (�P,Mr�V�:�uts,0.1;;-XCCK,gUr.bo��,I Nnini,oal Mal MunaLluon-IrnpactButill Opaqu. I z11ufa1--- ro yt� i-- NIIA O,To.pom-e E,4e FlImirg Fas Ai Dow -06, lt '401,40i (I,a,ard0uon*4Ia YO, OY lar Que0 vor4sandistill a T Therola-Tir, Fill-w-Claore .-d 1�lval�h-,-tv N10i lo1r,39:1) &<lWotrlon-[MpAdaq1Xt, Cloutier 1�=WZ2 - -t CS M TIJA FforidA Depladrealill 4:1 BuilerapeA & Professional plegulatlern ir-lat Flarlds- Dinistuderint of lonamesc & Pleaftessivinal Regulation revelhrl Flol Deparinterd of Business & professional Regulation A I �1 P.- L rarrineitilit, Edge Rloorillato Sinill Door Brulding Cadine al Standral oa--1 Rudding Grades .,Pd8la,taleards lev�vl�l Ruildl Corcles arid Standards 1ft=1 (Inew. hav)urevoing; X vurtiqueaborl , I, ri, 1 tilihs-re-'rirp Fikhe,-Clothah� and Srnatith-ftir Norneent MM;Q &,vvQtH9n-lmpel;lApwok Opol 121311-Mm 149 Yen sk? 11 on, Composite lodgia Fk4mrasir ,Sio; ka Door �iith FT0411,10 ApproVal ApplKatlicire rapid Product Approval Appilkaflour Detail Prodoct Approwl Applicadm DeWl SWorlil-tel �Inalaiviioijle.,oi a0i 0)(or QX0 �xrnkgpestichal - -- I � � r r-- - - � , I I I.. I l � I � I - - I I . I I I I I I - 11 I . - - I �, ,- l�', I � I I 1-1 - - -- � � -- � I I . 1:, : I I I., - � 11 � 11 11 r 11 I I 11 I r, I . I r : � - � -� � � Zr'� --ill � �� I r - - li �T l��l:::: , - � - : f, , froul,a rill F_-rhW _(' '11,anIC aild uTT-th4;tN` tir.,ttri 48 thialli) &qll Nlan-krrps�.Al e-lip.q.9 -I'-',j!elrX2,,,-I ,I-- V- 1I IVA _____ ,4 � I -- ;; _ __ _ - -_ r I ---0'--_ � I I �� - " I "- I 11 I 11 I I I I I I I I I � I . I I 1 I MoueAsI . . I I I I I I I I I I 11 I 11 7. 1 , I 1 Z, I I � - : I 1, ,� , I I 1, � 1�1 I I - -� �� I - I I .. - I I ': I I I .-I I -1. , � --� I I I I - - - I - - � I I � �- - � -- - � - I 0oft,:W I � - - - r ---- - - �= _ � � . . . �T � � I I -- � ... : � .- I I i-- ,11 - i . - T.� . �,--11 I I � - � I - � �; -- r 1-1. 11 � � :: L� � ; .r ,- " , , 7 - - - P , �,_ - - - , '- - -1 I �. �� I � � ;,;'. I I - 4 --, - I � � - -- - . ... ... -, - , i r r ; � r:: j 1: xx � �� ,� �,- n- lz� � �- , - -� �xwitrseohh Edge rithergese D,,uftn� Fee.,- 'Alh o , - - - - tallal -1-1-11--z I I 11 � I I I - I - - - - - - - I - - I - I - -- - -- � I 1. . � � - ItsULal. - 21M 211 Asia. Ili a, - - QQD - - - 1 11 I - I - - I I � . I � lgde: 111I � - - _ Iterst. r I I ___ - ..kta - - --- - - -- � _____ _ � I - � cloall. .It,_- 1_1 � , , ��; �; �, . - I � , ; bw& � . I --, I ,- . I � - - � �,;,: T :: :: :1 - - - Rift Raia onesta am 4 � Wre-ew ,soursis, ilhow'-w.nawng eix �--r - =h[vulAtlitiol, " Ivre, )ftinljidd - Nauglusival cla_v _Ccasul &U-nerahr validol on valitheo It"h" P1c trall—I Alooesi Aul Z= 4us mealashaic sha= - . --- - � , � also �LiPlcttto i1sid. 14 looser j �r , Uale - ALa- 7k- toobI - - *- =gg Effelothi VAIlli -Us-- yAd&- Lill,, &ME222 ,itillarplaid A 2ai a I. Thunf-�sl-Tru r,t,,,.L-r* �eu � LrlrffT'W It - So F Into " " Natoli kit."loA 4rip�'Lt,tia�l�r,a�-,�6'r�,q,r,�. T'lued I Z; �Ilnv= , ell yes his Ill eilr,,el"n -W 11. PGT"ndu.I -P - VAL Fell Rithoeorl tothe-[vadiL o' Ca I Nblitil B.oQ - I I All 1,40S7N N l �, I te, I �Fl N-r,j Ffr.�n, IIMIJ MI W-ninne ,so D"s a-119TV'ri Lnot R Lwa�n FlF ow"ll st I h1r, RIF I 011 kn-1-te : 'A oel,21rj 'ill),20,20 1 wi-111-110M APPI-ned AdentKi" 2DN PGY lu,du��e% LI-I te- - le, rAlurill-Erate, ITC00. -S. L%X-.M-- Bi - VAL I 1.11i I IM15020 I %- I Q �20 op,�,cd il'orlja�,A, Ed�w,9[be,g��,,-Sii,,gll?[),.�m, za.al Iln-�. (a- I) WWjT1j0L ff&s) 345,2FLIO a.u.9"ji lthk �,-��l it let !:Flin PE-IF-1514 a1-,)c1-,-F4,t caulapial lelmd- hil ,oe-(Iral l�ilalra 3115-2-00 ivroeharlClo'sng, X =11guuron [ adveshro- Feel ,Irlelo,Wekeo---an�� . s4gcet�etql h".l ts6i�,vlhtntleln i"I'll see-assitn" hndfto� Ii�e--WGpohhaj'nTua.sc 10 r Thileirl 41ll- Clesel Shooth-thar istern"he a9th,viA '�q�L�,t,'r�,kr,,P',.w�1,1,q,w�C Glaead 1'.toll2l"22 C�p, - .j7jP,,a,,;;tjujjg In', )IM, ,jttj , ev, Page � ., . 1140 ,? Fla tLk �� WA C-11i'll.s. 1p.lanlo� C�Utl,lr- Frul . Lrl�-o Ort Ganadi varied., cll %spelt r� a M.,i�I.R,�:gl�d-,Il�,r,�vi-l-�ll---, -� I It C�ll-M.h.d- �odfl.fi- Mi -U-a "t, 5�el,t,el fl',viefiniti-luta enng� ke 101),' 's et, D Llilr?1111�ftwhl PlattIlhi'll sin'thell, L--4E-MAa2*kU 11 k 7h�mi Fib--t�C- one aemafi,`P,7r �O,Ioirchioh�i sl�eoa ll&#�39:-jl liqrotrniC'�' 'Mpev-�--.t IL,L-rd 42;?-21 l2i� N- 1`r5 re, Nit �eserku tparialet tantityleaIllor APQw---W Los Intel Rion'- L.911111:AaDaoaal� ts- ff— A203MT9-TAt-li�A kLqw- a%.-- Z �:;�'Alip��ihk�E�i-jr-lb��l�i,��,!Fvutdvl,h�,-�',ItfT,�,t MmIll P-I IDzd6&P-+-er&oP Plittlig'A B-hotion Qauad 11,12'sim- UEP A, VWX , Oul �HW - R-al h--kaim L-RIA Mail A029EL oLmnaLsm auzu.211:11dAlks ,;.L LEmLAAI,LgAi 2490-k= A l4ttt-f ��Walaes finter45lionjerl Xx of ul KXI-1 11 I`-vs-5Piel1Lo-tpP el 17P-i iA ,,,a irtil-, 6,.:,4,. 34'an'TTIM I- Y�gs V- N"'k Awjgm I- U'. Annual! La the b&9&t 1490 I Mullions kx ON! D"os an a landeres Aluminum WM�� AAArAll 'llire Yet Yet halk . ,.,T,P.lrF,uh-,w 421 f44awo EP" Dallas A -.Autl D.-I -k� hal.-M diaill ,so .-a 11rool 12 1. I hamos Jrlu Rlar-Gasea; and S,rocolit-Rar W,�r sall otliod:o all sot� I'll I I- I mpaallqlvot� Glen &.1 12-1?lQJ22 1 71- llen I, IL, ILI- - verl AInnirrivin NI'llsel 12*11ol in. Y. Y'" link Cen iip;illft Il Fit= glass Smae, Dug, DW1'AW,P`0Ut3:.1d9- io osIlernolli0n] III oil Ti�wrm-TmFil�.-Ula��MS�il�,.%��r l,kxi��l�a]7&9�39,0&q��ol:,��J�i�ii-ImpgcjZ�l�"4�:�,17,1;,iw:e�I 1 W51 laQW Ccrinpi Edilin ributraliess S 19 �Ilp WAI oil, lit;u "to illo I ',%, 0 x e, ox a Sighelull (lr�TnQ,`CaheilhrIq . I onflourablontoll 14 r, Thontal Fibee,Clasi and Sitivelth-SlIcer Isask1w S&NI &quP:o,rher-[.pts!l3qW1t 51sool 1 �al,Vrl tio "vX his IIIA, z CtshialostrI ropla Rialeatess, sing lia Door I ,inlawng(Dult,whi Xacroillunatioril � Ii, 0 I'sh,te-1w Pat�-Cluvel;r, and SrTIi:i-$W Nominal 8039:0 �nMtWon-IMPa,%&qul Gel 1MI MIZZ, W, � Ire rk, ifiA Cernprholhis Edge Fiberelarts, `-'eing I@ Door ehth 1:0dehl. let 11 hat"10I.,00leflau Xp- OX �- QX0 Plorlitlial DepertirstrTI, of RussregAI la-caless;arol loactulai Ill -. F�qs I - Filoricar 06parthisele 0i' BLh!Jra&S & Professional Roggiallocn. Fers, I .T t Plarida Deparbineser of Business & forder5stieral RvgUlallor ii " 4 Is F, T ishwol Fia-m-Catill and 1krooth-Slar WIniqu,"II 14o,runl S&PI &QUp+,iW.P-I mplaceliquou Glerl I 2(11 rz-1112-1 140 Y ee 11411 I A La K rg; Gods s al-d Z, ta nsterx--J, 3 ffli - �,-, Irrng C.,al and Stervol 11 -Il�ul I Bui daag, codes and Standarsat v,,,,, ,- C(aing4allea EdI Fibrargspm Pouble Cow �Am lot welf-,vat r-4driftes. inswinorOuteering: XX or CIM0 cls faunetchrej Product Approval Application Detail . Product Approved Applitairkar, Detail I Prolituart Approval Applioatlaid DeU I W 11 P Ql I 'it nor A- r r h F Its" C haralt v an d Grronall 3tar hirarranat t&*39.8 &I-0truen-fileproomquot 0asol 1WIlm N. Yos N. 1,I:, ,,, - - - - - - - . . - ... .. - -.- .- � . - - . 1. - --- - - - - ---.- -- - — ---- -- .1 11-.----- - ------- ' tal W-r � I - � . � I I � I � � : I I I I I - - : I - iddAzam I I , � 2; ::,:;,::I''!,; : l I � � I I -I 11 I � I I - � - - -1 I r,'', ,,, I � � ,% - - -,""', � . ,,r,,, L I -11 : i , , I - clorhP"ste Edo,, Rb"Ill ;,a 1. Deor eith Traroularnitta,nnnellounemag, OiXronfigidation) ', r I iw-'111 I :1 r :r: : l:: I 1: ::: � � : :� : ::: I l� :L:: Z: :� Ir I I � I I .: I I e I : AlW � I �:� � - � I � I � I I � � �: ��' " � " : % ' ' - ' - � ' �-� , - - � I , .-- I I � � I .r L ;� I 'r -1 - I - : I I I ; ;� � : �, I - 1-7-1 �� -1 ', �� r � I�� W�� --- �� . " "��::,L;-��",�.,,��,�,,,�:!fl��:::�::::"', j �L' ' I" : : : ` � T � �L ' � : I - - I r r � -, r, I � - 'r I �, �l T � �, � :I 7 r ,-- I I I rT I I I I i , 1� � , I �: T � �1� 1��, � T::: �r �: :1 L:: � I ii I 'The rhie 1�lu Flihlar�Ckrhaicvhc Fm-th Stu W-loal WIMP &qUat)Z-1mP,.an&q.l ope,4" 12il hill -11.1-1 ,NO iVA , F� : : , I I I I I I � I . I I I I , I le'aw a son Nat I I ploismora I - I C&k ., I - I DM I � � -- 2M.- Ril- � � RM emam - - lift I �� fiift 2111it 291 �,�og'a go C�-P,sloa, Edge, Monvolds &Plant Dec"Aft - od.l ared T.-oll iii-,nWul.w. Oil; OIX0 QAUX Or (I'aXID MatDONalikorl � -'elit �102 Nalecal Rt,4.1- 2"Iti2e deassualis Jul I-olth, veitt-v Flodeas �Irx, vai Uve1--4;z,`l--1- lik-4AW l:11rilt alart. ul A -Al j,h, .�-J�.. P a VaceW selerl I-IC15ZIN I-111144M IF aG Modal a 1 Ii s., I -Q" -Ali ua- --1, ;t- lh�:; A�� an l, Ifin I vifta 4edull'll =10 I&ud&,,K Anz III a In pro I. fl r A � h � 7 in, ly�tLaA19L& unrl, �— Ltrijo,nr Soirthr fl.9 l j o"' PLO � VALWO 0�542!921 GZAIll 't-,oar2a'i &2cmmg 04PIWM-1 Apprell ,�� M= !&Wi&. v,-k,I -�u at ou'lle EIW= A 60MI Maa&Ria lalensih are, asset Hilemill" John W. ginglich 4on, PF 11110911" I el lactural a" I b1ol I se 7-= 12,20-11tV 0opi-rene"a Anousiou ,to le Thewnrl 7t--0rt-,,, �d S,reloth-slair N.MinW &WAKI V littluctli*m4-clicAlliquiet Oplaotal 121alp'(1- No '.,a,- Nb tok :Arvesi eillis Althill, ". -- i5ein l 5 45-612:0 7F �iarz . i- �$- 2,2s r2ave ... th, plinilo".0111, l �Z A a27--;eV FF, 41,C] U I t, 1 51 14P �3555 C4,mho, l-," eitu,U-4i al�aolifo toio M-i]rer; Cortiani.4le ate Filaillearat ��Aroa Doarvoiffi realavoi Sion't ,,hnd d[niniset1hurviere in allnueleal "al ,,n,-,�-Pt- -, GIZICAhouill Aeveft Without 'r-slasur - addhi t'l nes-voWil,ell AC, 0x li OX0 lo%,-Vol Valli �,en,Mi", R'l,or, I""I 2 , "'r rndlallul- Wril FlihIllovil., Rhr',l,T 1'., , ownsiavar lialal -talUNIP1, Few ii Ir mi Cole,is, a ,,arA,,-,,, lot trald Pro o- I'lualaminagi elli - L�t�,-t PaIJ. - h,,r,j,,, v,,rro,v,I,,I,j-lh,,I ,,, ll�-d IM,rid,, Foot , int"ItIvetaAhottlant In , I horroed Flolkhe � , ,.Q I Tilarris -Th � F her-Clainvin W larerevilh-SW Nal i call a iiqd&�Ki itlxotall ora". I 2faly2laI No -1,41, 1-i-- ,iiA nre-'ren ohne"Ise ll-WhrefEltallull rl'ov--r, Enpfir- G�m ponver, F ar a F i b a r il lose ,.�WZ 0 D rue yarh , � Flanigniagoafriti 71 ur TIu,l,,-s-r,,l Fnas�rihrrncary sinexer-stiF _L -" � I'l lthn4jelptDal , a il�d III , a _Wha , OX a OX0 Carol lencirl " `rg coro'llosra"anaer NaMrt,0 6F,930-, 8 &Plcrol�lriao-ivanscriivasr Oters: I zo If= No Neis No NIA r E6091LALlAtt" - I qugmuarhavuu,�a AU�fL�IKLL-r mlal-_��-i pa Vai PlAne zilAIN-1 -or`9r"r;M9p1 r- -a or E-WeAll _A,,- _- ALN-lia �, iliscal kl'"l Ciall Anativellign-vain kartonsulfixYle thaddis Andaw� Cofl�,,c,nldh Evor, Fiverilarto; 3I Dow URM AIPA iloohm'"-seld, Johi Meduar. r"Pme rv��- Val �nirtr-WL99*,g�gvj van. in eKIQ a-IIA-al'I Atalliiall. Ealea,ri qF,j I -qs�l A aiPA_AioiF aLL- Petite i! Lea-& —V-- - I I Eq2r� 12" - Repil-zei- Dal L-- - cLii I =-W 0044i eepasane _-velj e ._ 114I Aetna Messo " 4, a !it H" - Proado go(] laren tolualikinali'maxic W tmv Ass an Rill Atell"A enjoys Q sidgkIKG4 �: rueeno".--musnil: xic., call or I I --o-k-, ��,I-, lh�,—t 7K &-_q =Ulm �:1- Y- in W, I&A � r ;, �',-k-tle,e,j �!, � vw ar laid virvIll,rill ;V�lfi;��Q'- `10 r- I Ran 11 sol Alsoli Rvo unnuives or ilac hin Fflor", !I nuto Pt-lealo Aellantsta PAW. alln"aloo, 5 -1 to'i -00 or, L, � rill lee ou" - I 0:n,anutullu Head al"a se Wilagavisese) �� P-I, -� �-4 f'll� 1b---lllli:-,- ei-F, !1ii! IM-- Y- Y- nulk ,*A L - vjllt�- Tllll,,� �1:lIff! V.,q . $did V�"V. zalff I �1� �, rM � r NI, Yes e',, WA 11 Ili ild'di,sr, -I Nph- ,,Nuetthrlq� 22 ,r Th,r---,, F ket--hveri al $Frcoth-ft� N--il SWAM.Dooructoorl-unpaluificilwat Qual i2;Mlet No -ol I tc T1,11A I L In ol " r lir-n1i,,FI,-,,-dt',I L',let � lei " '� ,vrlc ol, Wil vrill -4,L4* ,�Wj� L o"l 'e, Irn 1-44 IVA . F ��-- ,-Ac Edlo Fi hiss 0V e Didar 4th C III 4 o all'o QUqu.1, �,",AI t1l; - eail V-1- SL� Tz"ll ,,- To yllu� run, KIA SMW,r��f,lr,,,,�An%�OM,A�i.)U-,,,�',X.C--'C- l , �9,��,,�,7�..t-p."�,�,-,�,t��:,�,�,�F "."h - adid V,,,), &M t 24.1 , 211125 Il. �(- N. IWA Vil .e 7�wn,�a-Tr,3 Dbar-lealvA, am 7-Fw , ountin U ous I-essi . rtl am W ress severe) N . m in . I 5, linir 3 A 0 aq UM i �.; - E, ulpeolquer, (Ace qu . 1;.I No Yes 4� 40 `F 1 �q-,,F;�,,�-,��J- 1-ttl o -,� - Said Villiv � �`R t zl3i,t2l ,, t lill Y�, his er; & . Composers East R "-hw, Lhsoe Partift vallaYeal I adelilil Onst"raiQlAsairl Xx MXWXXXX � conlowasorst 1 Q4 X I ]In tMe ring Pitha-Ularlein isel 11T w-th-Ster NwroW Sileritil) &q&lot,Nor-PirrPvoP8qsut Came- IVA= No Vera 1411 rVil, Clumporshe Ddies, PilFeritinamtDoo, ParieW vdihVerel � adeash a I" a'�"rWC'ASWha' YX XXX Or Met . -fij..11-1 , .11 II -1 F*rr,v-'-ru P her -Chlazil,and Snuach, -8,ior W&MIrse I A P*A� 8 &euM-,NGH-Ihv%rPA&qIjct,' Gall l"21311202.1 No Yes r-b k11A (;oIrsearre F,-rdgt Folarlideang one, Ponsiseuth Verued SudAilahsl it flIesmitillonsh-1 XX XXX tv )CCI-X Florlda Cepar1riniart of Bnolnese ar Professional Regulation Pane I "' I Flail Disportheard of Business & Prialessional Regulation Itela I � 11 Florida Deparrinnerd of ble,untess & Praflaorpharial Republion page I eq 1 213 L -1 hg,-,-TTr R co, r(' I i�,,,,,ht, Iss, .19,"u,11 notifigaraturi lipolorill 54ehhe,�C ��qL�.t,�,I,an-��iF�,,��7,j��t l5lazed UtPil"'Ito hi q Yes PO PWA Sioldro Iii is a latJ A tal riclards ssltf�� , gilikifing C--anas vur� _ glarsdards. i Ill Buiding Do des and Standards 1WM I comippsile Ealla Fter4kov, DWE Pelves vall, vvvha� austral liAlahnnuQuIttirsts, Xx XXX or "Xion Preclauct Approval Applic stron CK-tall Product Appao-al Apralcovion Detail PinIliducl Appeal Appileadern Data 0 cologrArsillol.) 21 xv 1-heriml il klv-Cl�k larxi S noo&,�rar 'JIloo-lividleaSklot illir-seVuloapUlLo Genuist 11 -_,-,I I XYZ2 f 4 ,,, ,�-e T it, " I I --- . I - -1 - . - - � - --; - - . ai�'Mpheol Eudi "It --fill AnvC Ali shi '4$03' An 1l OX ar� QX0 Olecla,�(al (Inswinle0whele,nni )Z I "' & -. x ,; � , 4W x-,,,,- � , it . , P* ll� , , 1, �, �� . , , �er:ll ,�- -�-,' , -- , �- � , �, , , � - �, � - I I � I . � Z - - ": ,,,,,,, � - , I I � . � I - -- - - . . ,. , ��- � , � - I-- i I --.. � I...., � � , -1 I ,,,-, ,11- ,I r � zll--, r i 1, �I ll�l,�i, � , � � . , I , � I - I I I ��,-, : I T � �U I . - . � - � . .1 �-, I L 11 I : I I - ,� I � � I I � . - I . ., - I � . I - I � I L pf Mol -,filt :: fla- --- -, : : I I I �,�:::�: : � �, I : �� , , : � ` , I . r I I � �, I � � ":, , " ', - - , , , , , 11 I 71- � I I - -1 -11 I I I I . - � - I,-. - I I - .. - - � I 11 , I - �� I I �-- �----., I � I I I � I I-- 11.11 I 1, . . � . 11, I 11 I : , I � I'll � 1, � I I - : - I I , e: � % , �, : ': I I I � - - i �; I I 11� I I , � . � � I I � I � 7 1 - ��; - - r ;- ANINAL, � - ; r I - - -� - - � - I I I I - - �,- , � I I � r � 1 I", - — --� I rr I E , - : I ---1 r I � I ---- , . - � - - � - j � ------ r - --- , , , , , " I I � , � � � . . � � � --�--.,, �1-11 1-g. I 11 � i L . . . . - -- - � 1. - 1-1 -1.11, - - .-�.11l��.�- �ll 11: I � � ; . . .... .. I .... I ... -1.1 � - - Wl.-Wr ,,;IN&,X-,�� ',- .lrl-� u ��,� Z�r L] - � -.l. �� r-l-9. .-l.-,�. lq� -, ,.1 111-1- ... lrl, -,.,%-- 1 . .. � ---.... rp� �47--,�O-. - ...... 1.1- I-. I I , �, rr n . . -� -- -, - ... .-----'-- -1-111111 -, . , ouslaurasons) —C-1k 9-x 21 &O-c 2%la r-I !o DI �ms Aliko Inslaii Des pan laidin-ptivers lers ich lawiliz 2m 2111 P& Eliell- &,& . ot on, I'lantrinil Rlprr-(,`3-sr,nl Snnopm--�-- Nml,�'6U3g;B&qw-i't�,�w,�li��4,%qLf,,t tratod IVISV211LIF Nu tev, P40 IVA 7-9 Stroll mocaglewo, riti Engialin A �*Phrl X"W" Mason atcaL--j iai;�iol Ui-- lilam 2kas lacicM, Dacca ks, -I E-istre & LV-- 9---- — MAW 22alliehi alig-piti-M AW--,-,W malim 'AA - Mali. �-- ti�w ?Mnl —tu-Ine staNalles'ev DECROIIA starei M-C Nvnndli -Aez---4 2-I a-PI;k- Fri-ft ribeng less Dorl Door eafth RolO,i 54 It" tedlivIlO ow,lineq Ple0ldnin LV: XOTi Dian, F4 avin Hier,tinti 1,v 1, V, linso, idl, Flk 11"MA11:1�0 61129ee= lI414, �-_-W ,In-�M� :,� 1�, L--,) � R"'I's"', ""'111:10 I t. 111ornputill. I hit: turn Th'arpinnn Ar j7hIswred "atlo lawti Z S %hel'e P Pict Alro'n 14, ii ple We17P2oni -.15, 1 e"20210 0aqFr2,KAi 1711�wvo nonet-d RaAhkw� cQ210 Flows Matel Purpoes ki closistitis 4 A" L, allow? P E,* 6I eo tonin FIE It_ Aacias:lcr e5l;al alro-W74 17.16-ROZO Alatt"Wilal ��&",-��),,3i,:Wfts4nsming�Ote-zoAftg 0M . ceaserst,. h-Ginq , :;M C74-9944 PE 5i ,',,ii Vi'ls,2121- iWilink,C�nhes, i''redit:ri, - - , ; IM 31i r-8454 l'7cr �- 42im fo-ilvi"T l � catelorl FFAAIP - - need (al A � -- 'PucK Poswunei 0"t 21?-18454 'is 2 c, Then��T�Fi�w�Chanl�ardSaxmth-StEr .cre5g.rodion) Ngmmt Stull &qupcnoi4nVR1�1i alazecI 121`311=2: NQ yap No iltil, di-conlai I�,,Aenl.,�-.ra. kuril vidsualu-&L, rr- covernorl pi � o#l4W�O*1.u*di 0� I sonvaleal A�-hrhv'��-Iic ele 'Is 0 �-c Ah-- lap-11 So Composite Edge lialterrigliolas Sinile Dow .6 3&AX0 C-,,p Wte ot'JI e-A,-I F, P- h", � larioulorturl Pohil"D to�ot, �L.l this unit an "i Pe. allfl� ernelvi al-liell --ucall 9"iri I'l relosinwolitin.mi X", OX . oko Lkstila ir,wLter- N�-uv&L ar, Licn-l�t ,'I -la rieutill �-t �Ifl�,.v �o le'.40-1 Manu- e�ve&idl- RilnevI . outrtka,uratillihi --1,,F--,d �-,17- L � " _ e,rri, all. hill, th r'laLU, R,,pth e,le I, is A 17,ll R-cgi, A'olrr,i,r -a 1-11-d I Flerij-, R,g-evA,-hn,- � I -I F ,,od, 1igv-->,-I1I -- 30 ad Theirion-Tuil ChnionnuandSmooth-SUr No,hinal soel 9quott,loo-Impticat'i,quot Ghaeed 12W112- Dornpornor Logo Pitarrillial Double Door v&h No I- 4"- I411r, Ft,*Masire ArOunp r PT0415-V' P11hri o - 39l Sidiniftern len.YArg�0uthuhoa;,0)(X0 marrPturialititi odglIx Al-'s.. AW.Arh�cvjv. Astrivard al rda� kap,-_l W-Itia LataiiNklol.hr-Weam I 2JAIN A10mv awaii-Al Tia Igs L--- r I, dd [a nas rmdE� RIME JUL 1 4 02 2 31 zo 1 hairline 11 a Filter .c�ajhli arid: tnrlianono3lim NeWlit"rill ?IiAsit) &,4d0I,,N0o-Iff,lYaia&o,o1; show I �IWXW E � 'ernes II -1.s 140 rjo --,.,3i I joolcd sovert A III I"la s' Do ,0 Rote , i 1"Not, tiad � I �Vilklta.i� a JUYU W2It)�u'il 0-It"ASILM-1 hit, R-PIDnell I Easioe "i liallia ultll,1402� -AIM24WIM -Us. 694I&I'll M W111hul 2itillilb I ilt" ILI-2111L "11"IfttfOlvas re st. 'on'riAlmhl'll lie"I 11�� !'Plll-�.--,�-e-t -- 1441�4u aiU'Altvh M99" M"I ,4'�Pjioni Enres Gial iterritnum -1�rl Louis, with he shi 'I W,02 Side hill ,I 11 ee I I I,, it"rVia. n,,1,,,,d,t,hnn, nut I I I-- s, � el- H��j ;'n I ed ons, IiN�l I aw I J1:uaauAAglpsd-.tstrarL�LaWa I hlnll� 0 I I,, 114, �Lijr Feunn, tn"I'l u'v, Iselin lsl on Jittaiall jaciparse QW]LELLssaosualld2ft :let at, Zacc FcP9vre,WK. "itt salt Ot"Cle'lenl2it I,, kul itt, Guienne, sell ,(to 9,&W,�t ille, Ithertsure WA � ,e for pnxardo-ft fiJunce.d fi- Q�Iov Aft-it- , Yet I list �Ihan,hqlDl)WWhll o. OX, X0 It r)arh I%tnta:�Ilelhrrri 2 T'ATWila 91� Il'Id-Ill�-1h, Lloll?4--lZ � R.a,lr,o,o,lms,IrY.r, --r, --C,..H,I-z I r� ITT i �r,, Y*-,, I Ni I � T Nryl,�l l ,�tc- �,r 1-1 .03 at. Oilirietooll, It n, Yet rink .0fi Prinjilitionn e 71"hi ol-al FeF 'A 'I'li I I lt� in atl Id 'I a, gn", sculiGirw! V-41ti 01h INV g 'I at hit on 9,,l ObveeItliiitt Ircip ye� NiA al V a -I f I W." 't 11 it " 0 le Top, � 3V o':, I4 it t," I , it i T I I �-F , rv, I th r 1 1. 2elled gn,ljcrovl�teuaalol�doll �Lelcr]I l ro, Yn--, HA MA , l�l'111111111 ---1 - Virtual view Assist, Inc. I I -.- --.— I Plans Review mpieted and aV for compliance w h the 2020 FBC ( ition by Debra nne Klahr PX2300 i r1oddir cope"Prill of Erusloto, 3 Prisiff--wasal Ragulatial F�s,,:-,: Flardle Dolanatritterat or litatirl A Profossionial Ropflation F�! .et Florida Department a] Senskaras & 11mliessional Regulalasia Pon, let I � Florida Department of Business and Professional Regulation BiLlildlivil CiOdnfl DandsIlde ,r4t," Ruining Covets Standards Partial I Building Codes and Standards and sent MIMI Buldill Codes arsdAlandreso i I 3115tNZ Prativaxe Approval Appiltraficurr Dialail Phroduict Approve Application Deph fi product Approval Application DEMII � Product Approval Application Detail I -- - (n ------.-- - � --� .- . � 1 I a4kill : � , , � � I � I - 1-1 I � : � , (� 7 ,� � 1. I I - � . ., 1, I � I � . � - 11 I � � . "I - I I I I I I � r r � � ., 11 1 7 1 " 11 I .11, I I - � � - ,� I I 1-11 , I . , 4 I � I - - -araoill . - � I I I I - I - I - - - � - I � � --- � -1 I : " 1. I x �1- 7; I I �11 11 1 I I - -1, I - � I , - 1 I 1 1 � � I I . " I 1, i� - I - I r : Y: 11 T� �, - 1� r:: : , l: :: :��: �� 1 :4 : ` �L �� : r --- .� � � - V-- I �� I .�,z .1 � 7, � � � ll �- I � � , �� U, " �, . � ,. 7-, 171- �� l. � � --� 4�-xft - � P,-x-r;9�l,;W,,'-- .. - . 11 - . � � l� ,,l'-'. - ,-, Z� � .l,.'-,.N - �', r:::::: I:Nu I� . � � e.11- ,, -.1. %cmilip"fin:r r � �-rl,� F , , �F r: r: I: ,,ll,-- �� -1- , , - 1-re` 11 11- l: l' � I � I -: - � I � - � �` `:: �� 4 �lZ � V, �- - - � - - 7 1 1 1 - � -� - , , - fl-- - I . I - , I J tv I - xll � - , ,, , . , I - . �,. . 11 . - - � . � I 1 . ;�,; , � I � - I'll r - -----, ; I � � :�, - I I r L- - - . - -.. -1- I I I I . . � 1-7 � - - .-Lll, ,-I I ; r r - . ... .. 11-11 , I I - - . 111- � I - I - - - - � I � I 1 L. Pants armi 20 Patt 9.102. RitillnD JAI it false �, 2" alva we clachill us coolf AI W.- D a- 2114-totc�* W41 � FLNI Tim =54221 � R,',,� I " "lite, andilstan L-s- 22= Rld�ACDI�11 Yd-V-1A & Kerlenl, Jdwy j- L 211rAl.- Ili r Et-, " iJ,I,h. ric X111I :A&:WgW I irtottl livoilWIO LELA "lliall, I'll:�aF21:'Xi &AW�Y" 11clue: tri, �Fl",' III T'r 7,211 At Flirmloral on;o all 9-1 R"'Arta c'.1okirna Y'Ahledeii e-sun, Al APIAC uv- 9Ae-tL- �--Y V# vwItar '.X,Ai4lltLA -4alexhir I (Alalle02,13 11101i at RD chose A��yl 1160saluee 21hat *-Oreh,ed: Inal W.Iost MMA141wit eveieol ol�IlIll 'p" Norinfilar, pytl �, Lf� ,;Aug Alitarraxwostriel. Yalgiaguill am IM-111,10 itialrop, 111*Jr PE John dr,Killitio,het. PF, YAktaw ExpaEs" Aidalloat Mand. 09KA020 nneialw2l) 1041/2ax t VINI Anceonqd (D i QM =W-M Dim 99ft 29A QAtA §1130141 Clare.aIr'l F-01,11 (lip") Da-6�$�� Pi 3 I �Xll l7jo-,I7,h-tF,4 Cgltorwy� it-kire NhIv 3AI-Gi 3,- - � �- L Z!-- ;�5i 854-1lon -1 � Calsiereir atiolift", uki% eli pe-44197 Ili UMM4 i I 1Y.2se A01112-n Manufacturer Contact Reviarror 202n phOLYGLASS USA Mature Alpert, jnWBejr & validatied By License joll IIN ft_dill -ARRli APProned AROM Lu-bin-MO _n 1 U26,2021) 10fZ242320 1`8110 IMW.= 2vsCrXP;Prr� R-Vhg�--W%n1IlW1rf1 .1 �iR�;��l�g,i,dl�%�rro�lli�,PwAng,q'!�4�4�F17 C�mhpll�ari�IMFOACO�E�vivol��:p�irel�:01�,v�"P l0lflaheljik�C�,�M S.Itcall *'.I ,g T - "' �-.,V�l.,�.pr�.0',�!9,-d.mi-q,*,d-��- Pr�,�r:�rg,��:l�,�pi:�,�:,,r�rn�"�,, lida;0nderuntivillITRI �- . isaw�aluii 0-1 P.-A (overshoot Kftt4 rk-4tel eased al a N-t&-4M,lPr,onl � . � r , , QategaryT Rleorlsog S54r�313�,uSl-nalrreTtCo.r.,al,�,gl,i�s,s chern rinel.-- NierlIld--r- Knleisoiiit-t,� PE ARRMYat IF ,ol lels:theiled Achible,.1 a ii I I ii ii th,j siter a , I o Rel RturArrodanetil vu g IP-ew Fil P,lidoestal Ernorlarel I Subcategory , underiesirreanI14. PE "I I 01 (954� 77?-6724 11rolmm FillnUilluilrial Cillth''ner viJI17112glifuniewuL, f1wd[litutilloscuile -0 a! Dole Ammami�� 0 6islaclid-1--l"A am "at= F ethical a N rispet -th Compilperal Mathod, IdalorreAmaerneat sardaelivIvir Vr5,- huso91W-W-QM haill A--i tual. 11 B g�tw res 2111.il�l-lft,'11M, I li,rilry alus iv�l 1:,arl F-olee 1, usivalwilit" lff�xftl!a�"-.�l 5 W21, he Af ,it auWABahw Y�s hapapip 4, eausno Nan Elsoulartaphor ugmgdl,ag war AUUM12 a Way- gswo F= I kration, Report frown 192 MIINIWWieota sluent ... I ...... 111111, , tAWARra-l'aw, oplau-svi'slaalix. ,. lIcle ROloaLLI-VI liolsiall-a Koulall I III Ilr�, 1,Ier, hen mi,l LUA liliziliat URAL mazinse-'a 11209L21daidall" Q&iu EU"LA* Pull Wallu WuLtDaig ft"A" pladdl -3 ckwift Regis-t feel i 1-�'I.A. � i 4 , I-] 9ijl it 11", .A,f UA�4 -Lll'P.-1.at P'ufnl'-"`-P"aP pla�'---Ile 1�114,11,l-,, tl� t- 411 ��-?.&r l""A' IF 1i I, , an V '600 - also , ,Ih A In i; K mve,"Ilit thil fild Prol - 8'eq�P,A CA le!.3 i 1`20d�u "It yet N ,is pill", I o -go t3 9 -nited R-4 131I ft ild'hk Ire' ciernaeoul it Mee ate "nitoll ft'rin Fal'ol I I at olars2l to, I- yo, WA Arrih rillow or a 1- --eno-ed Flonda Professional III ,t "l," re, k.- Pe r, A I n, P, ot b Ry , , , 'A d N uk i I I,, , �n " lll�'J- nals, theiku III rl-,R� F'on i-eh, r 1-I, ,t�j tn.k,�!File,, "ll,rip, act i'thulke Re P-r.k, - Fi CA lel,ltzr�Ou Fs'P'llli � 4al r cA IMI'l.02C, 11 .4, 1". Y- WA u 14 W, il �? �14 Gaor,ev,V--d ilv� vI fetltd�flhlit, l,",-A by b�- t I- I, u,est he ,,,-- -4-1- I C le-vir.'d uenwall se 9arlh Pare"'llosin a d 1121, P20o 'it, TIM 140 ll = I a) Enwheia o) Pr Alull , or - alo,4, that r still: all Ill r TirsqP Sent. I ln�cdi FlorPi-infirt-Riall. �,A I 1` 'll CPU ilisl Pri,ell, - Italy. Tf I 20, i Ill Q �,,D � lL� pl, Y..- 11� wl,� ele, Pill- NU. It IM by nea, e pir,t,ldi hin mcere r-eerol - - 11"I N %4.0 I 25 W. L-1111silt elty TY I-Z,-IFTZ�ju I T`�� WA ; � ; � F1.#kM,-R31 prgulucts guillbL&,zartall: Ampload W USA: AAMMOMQ21 IMead PAIllm NEENNN� ASWI = W aLKI in Product Plans, Nurrinds larnial Product pesselonan goalimt ElIMIM900 in- hoz QA side 11 RMIJ319M PMMA , Di 1 tonnyora, � fk�ulv` Underlaysolor, RoArg undervoneres t0ollI2= Pit, ye. WA +NVAI-E22,3 1 intlychass R�ach UnIckre"i IWI-14, i Polhav, its -W ilf-drurlaar cars far unal in FaC I W23UM Yes he 1`101 FWA M I HVFF Z J-1,edlio,"', . > I - . F,, ymeou Axe jr,cerwevel ,Plm-1-4V4Z; Pai,jel ass -hea W'divroshol cons, to 'A So in r 2123r,M3 Ns FPC PserpiHeeft. troselinortirs Yes NhA +KU4�(i M 0 Plarida Npai-trehorl ---f DL-,2nnill A istitalreveatenal Reg lao Ilk; It - ", � � 1 Florida �epaprrrraht of Ejuslill & Protes$lcical Ragulettion al i all Flondal Dquanassirsir of undress A Pradereepostal RegrulaWn Feas I Ine 1, I I Polygraph Root U"reapithario, �HVHI "Viloassrov "eneym eva for kise er, FAQ lMal' Yet Hisi paerdtal; f- Nc Nate I'l Building Codes and Standards I �i,M:22 BaWrivii0odeGand Standards .1 � We Woling Codes and Standards lifto,vol I S.- 0- 1 2 Polygai�,,R:a,.-,fUrki��Aayrnef)ts inst firtitip forplassrourn Rfp"r,derl slier then, let use n $2123t2n1k No 'Ire I, VA .WNI � > I FAC rialh�VRZ jurigioullrouL Product Approval Application chadad - .-..,-.-.-.........-.-.-.-..-.-.-.--- Product Approval Application Detall — Ploulucl Appinerat Application Detail � 0- I 1 Nitideso Also Undeittratorthe iffitHL't Pop clevel"Foa arld at raym ass for u w. in FW I Z'2.V= Yee HVHZ ra,endii No rnip, WA 0 -.- <Q1 . - I 1, I I - I I I I I I I I : �� ", , � . � I - I - 11 . I " � . �2 4 1. - I- � �- . 11 I . I � � � I I I I I : I � � � � - - - � � � � I - 11 I I I I 1. I : : : . . . . . - I . 1, I . � 1 .. I " I : :::::: : ::I:::: 1: � I 11 I � I - - I : � : T - �, 4:- : � :::: : I - I I � � : . � I I I � 7 1 1 � 7, . � � I � EUZMMZ: I I � � I � I I - - - . � I ; - 7, I i m I I 11 � 1, 1, - I I I � T 1� - I I : � 1, - � � ....1- --l;�.- :� � . �... . - �, I �, . � �. �-��.-,� �� - . � I � I :: �: i , - %: I F �: i i ;,� l:": , '�. I �,�� r'�,�" '--�'� �, � - - I � - r � " . � -;;711 I "I � � r , � , Ir � X17u" - l- i . � � �,:,Y�r � � " i, : , I �Ivl�lcl-� 4 -� � , Irriv r.�-, . � :1 11 ef"', :11: I - - I � �- r !'! I I 11 � , � � .11 �� I r � �: � 11- " "l-I - , At, � �', Zlr �� - -Z� I I . . � : 11. I i� I . r -- I - - - , - �gl :::�: I - ,,, �, -- -11111 - I - . -,,.�� .11-1.1 - I _; � 1111-- - , I :� - --, ll---, 11 � I � - - 1- �r�- � - I � . � . .... 1,; ,-;,M - I I - I I : -, - - � l: � I - . � l � ,� D-- �� I . F -1- .. .-.1-11- � -;�,`- � - I �:� � ,�,l--T-rz T -1- 2 P*lvdavu Root urterve vtrhejqll� inet-WHZil Poroll,t a-, ries? and 0 out I ante, lot use In lZIMIC231 tic Y, . , I'll", .latt'.1l 'i��- I QRft I I . - - I .. 1- � � EalURE P11-tv 2" Rialli I I I - I I 2M . 49& I I 11 Was - I �, 2W Alai I I P!�tp_--o=-IK Palo 11 I - I . - -- - - - - - !�dshc - I i - I - I - - 11- I I I 11 I I I &WW � I 1 . - � ,� � X, :� ;,-� � � I - .1 I -1 11 1, ,,r - I � I - � 1 291 2211 Me Fail na pi I Pdyvja-,- RoGfundedayearraroo, lizil F9C ntarn-l-Ila-D jermopI PeAls v a for u se l n F St-, I 2D W'202'3 Y-1 NO ill"A NrLint 3oll � tac, 0 - euxt.rfoualp- estroor etannstraLltet" L�1& siled a --ft-VA1 ulpli'Doil �,.�.1-Ilfto rar A giteoval AEE�,ed At-ows lian 1steca ,2v2] litiloosladir -Poli ; � o �, YSIM29A% xegm 29limmm ra�-�� bggm!= 2A6h Tta y-or; corceditar call AwNWALW= x0j"MUt 4111411edl ihw-Qg UK` AZMM howmd a" L. . ii-tv as ;rest uridion will its Ralleaun 2M Al I A �-- ,, v: e�, s .. r,,, G tu� rl as ro; rt r-m,llk lan- -'rul P-E Troe issuh-p. P I 1,C;I21nl 1`7111acTal I I ll),502MU lol'WaIll A,-r,o,oO Pt,ftiel Iiii ZY-1 lix-i" !"C to'elis ,,,, F-l'un, " LC Well to R.el PIV, 1 C931 ?XQ` I #1 "awnwo � led 111-11I 41,iloam 1;va-d R�Ivbl� se-n C,1rrvtvP'----1te,a,-T-,'s- � - Filseeticlaille 8pffrts,4A,Grftrl i Vel ", 1-1o,`LI�:([ t-,1&"7lI1'1" 1;1Zs`l shis Fell- Allial I 0 2 P010241 Plaot'J"Ielidlownel ltion-Hinl-4Z HVI-12 renrulitAlcins, Potdrats lose irrideelonemeno,tir unal, in M-13,72023 No 'ass 110A. +14IFAI-022riS callomiry stuttos svbcat000ry:Fvt,�� `�,l,*�� real�jqlj-o.82 PE-t0aA4Q f954i II47-091tir Witol"nip'l awl�--'hr,i�Ate itsurarray: Sirufluol C triti,mill,iiii SuPottgu"J''I I,- Vialilr, ,-,,� I L -F re"i evill I "MI17 `Iie,;�g��;Ip-lel mlr� Pitheitnep, orric-osw cvi - ' 84-sello"r, P�tev,i;,,, [,troinlo, , I, . P-h of (8! ht asa-1707 pe-slizo Me fa& e�t I ,-,I'vq.tl,nt0,rtra— . , PAC ffan HVIRZ junsdieseni co allartriekiltnerest Z,,llIIkQA-pej�rtlT,1,l1 z M � Flool Regansed AArlitilial L-F�wu Fo,,li, Ts until C,-I A�hl t,-�,I,Pe, a,,ri I- flil fheem.flilnel truith, NM ru,hrlull� ik somidarceprodiod�EltincQuition Rewtir"XI `A-1-A a r zovi,celi Entintinnt 0 Fjorhe Pre vi iter, An Fjohnis sliteastAtel 0-th F4m22�u.EuE4L�k Pref-lasr Etid- 11A.I.011' FLIM Takiii Froulcm- D-nafb, kenraralu. -read'- uve lgi — -4,24fe, use 62i — I W�I!lll Dill 11. pargu-41-- - Arrawolead air i1sa A roatreW tah'U§ i-MM�l 2r-Aaz 2mt FT - F"tw,&.--.J"4., r, Helo! hatielf-D-ostlitune IDIT JoiliAtiom Paul un lots gliplaoiloa Banks" �y� Flarr'41-1101hredill ael P-ducamod-1, "Fithionaeor,tall pl--dneo con'Arlp-tol, cerviP.1 U'pirritarn ass In H11,114 QvIvers, HVKZ hent'ji Peel , lle� S��eelo- Htp-julinin 114 &',-, S 1 hill tilurlsl-�bar Pvl.� tyall2ii 'I", I N A Will 2"hulaolew Awaval U Ma Azilicand'ou'Re: max gjasa 0- 1 ease C;altle--1 Still Ste, Ps,ela -1 A gin , � a I I ea n ri ,8,ie, A an I l � I if , " r - . 12131i=--� ya� It ill le, U11% I 1 Tai IS 0-heaXint "I � `1 Ue %' rehLi I, Itnt-cisr Pene 11'"MQ6,24 Y,!, Ton MIA NIvi 11-1-9 si:�— m2ah hil Ps KI EMMUl 21=11 to -- Qzai�l rel Is EM �li 1-;,l A04I -Rnawi. < —...—..------ --r-- ------L------ ------ --- - -- ----., - , . . � ... � - � _ � _ __ _-- I , �� 'raIscGrinceet, Trade �T%Vqcouxtl- Aq- to l , rltl��,,,t,rltls 1 M-1�2024 Itil cl,,110,t�tpl,l, 1, 2,3�1,QGI Y,F�, fee Yins 't.e ris, 4A his rilik I Lrkl afty F`��= or Cs W-15 III CV-_ Itu, F-Trol a a 11-am .I.- F-VO"`�Ixv coarr"i 11,11this Waii-1072 4 I N� M N.s Ni (D -&--jU) st IM I if *% el 1111i -j I 111-Al � = < i 0- I 1 Florida Dopertnuord of Ul,oltrii & ProlfesSlonal Peavadion Building Codes arid Standards Tore on � 34noRtl Florida Do pa rianerilt of Sus4neass lt, Prot la server I a I Re gin 1 a tran Building Codes and Stands ruts I "tt, ui�t &I � Florida DepaIrsent of Ratsiteas & Proilsooleareal Regulation Buildling codo . a red Sla onda rds rsoll 91 tell F— � Product Approval Applicatil on DeWl -- PrWucl ApproVail APPOICAMI Misled I Produto Approval Application Detail 0 L.- M — : l` ::: I :: : j: : ::: :::: L : : : : : I : :: : I :::: : I( 7- : t :::--l- , � I I - �..-...-.-..-.-.-.....—.-...-----,.---.-- -.--------. ---- � --------- --- --.. ----.--...------ — .� I �z L, � 1176illy 0 -Ar : I I :: :: : : : : , � - I :::,::: -�---, 1� � � . : I ," I I � : ,: : ll : I r r. :� - T - ll r - - I'll I : : � . � x� I I I I ,� � I - I I I 11 I I 1. . 11 I I 11 I I � � I I �-t- , FW-, 'I-lill :: : I I I I r j , �: - �� _ � :� affl-w-, M- ,- � �- , � , 21l: � , l! i !:! � ,;� � e.. L ,I� 1 l � .- , 1, — - - - . , -: 7 I " � , ,ll: i�, :: I i I : � : ::� r: - I : �, I � . . � I L �� I �4 �:,�,-:, : : � , :,: Y , ,rf-,- , � , IU r . . ........ �r�:,,� , �, " I � , - I , I- L� � I I � ". ,I, , - Quit - - ut[,l : i --ll-fll: cum 2 :- �1: .---- 2di Z& -- - I M. zMelau &.1 I 1 � ��,,Islr � Alwarat � I WWI AM Astayehavo Quit , Q--- - - - I � r I - I lou. 2111- pea, Ricalfte 21i r . "" - " Li2- = A-- I ne An Armant! ftAlPus:-kW---- YAM-0 ilo REKAPA llign-ANA !El Sp�-1 Wait zilli Inshilin liandricare Cist �101 Ey.waxii-saus vaschri'll Ex I ":-a 11calwalive MiRiatered I- var.l. himeellw lare an; la�-- 4 Lk-, A-dolka-lis Y-Addeld e-Acesenj "Satersev Approw 212I 7�� = Rill af- M,l I al � 0.1elptiar'lle-d-I c-an-so. Fle, -'al �'-- olrl� a,., ---- ave LLIC i C �-, al as bill Is ahours, ivibaleteewss L LC� 01,11512Y,21 % 2,229,721 221 s"I'DI .-,..d rl-��-, al"t A"--Illar Cleolgeryt Ulod Wis C'unitinxi N �,, hholliT, il t 'Ylk-o- 6-1161., LLC I- li . P 9 Plin li't-liVill ('em lin-z2at I , ! i I �L. " I l-,,-aA-,,-1 j'uj:n2:IPll , v:,WT,Q,,�11 t nsn'roreirit Aff-i- "IV Arp- A."Mu', li --ei r`-Itill j ve stn't LlIa, R � o,vt Sli rit UT41, FIL j4u-,� 5,7 -1 , ,� r7�L I 52li�A r�17J 31-,-�45� !Vc,�Fv,I) 1t"Z,L,-'-'u r Irainn"o vol I < (D surletanvishi Ever Pat- Fleterillul-I Clen Q'i 5nevashil kibl-eal Erspi-tsered Liv,,In�, vormularl lalrflsns� �,drrr- Repsi Inne, Ra.11 Bulrs,IIivl,,,lrti .n., t- subc,tbol. al�frfts .��---- ","A'�et'-- = climieve" loneftheil Eev'slite; Rupert tre, a Pirnall hollnuthe folielly pyorl E�.Iil I, CN�-Inal Neutral Evakuv�. R.pler I S I ild 7.a41-'1dAr1,1-1 -11 1-1-1,htl- R�Aoo a s- = --j FW21111400 prool iaAa2ZLttL-KWjM Isff-.1% Elli[I'ller <15 QuWKYAllaued, Allarreadel All how a22LgbaLLa4u metal DinAll" plaft, Atualap. tPol ss�f- a- Alsiduu.0 to U I� I Eta zwas;6�lsce!22N IM-9 A PAW. Nuft tllilt- - REM El-ilad R.L.-Awoo calloPid 9MAildifflew io a k-"* I 51i ftilisalcA ersula. glog I huntrel tioli Nnlzlpf� lituni'Ash, I ,,Ill. hartusilkleatilay, Ael � MA heur, sea h.14i'll I n1fri-liv %hifferth W,tion, �--:`�ZL ill VW sincere, ft I e, ia�-eavaa 'IF� tjeejj� WA ��-,-;w assal ther 1_2t Agretelatt her-ena ! pill" -i L !I 21 IIIIIIAles nolinsHo 1W OR hf-A 11-oh. ---� . pal 12,31MN ra gau Igalr Ir oh sitreinoth Islas Iehurel PlAll, IM11M24 Yes Irtt Y� Y" NIA NIA iii as �, - I it 1,11 il lien, !121,', L I iturilis arthild Liulhu,r nt�i �,,,�� ,- �,a Tk int :L III WA - Isamlit 1 11292sLiL�1M All -.1-whrum $ORO 6aorp Vhrl ,It atumlr- a.il�, Fe, � -e, - le�u 1 Ar.a peocatuaL r4saact-a -" r.,,,,.5--J eloale. vt,sO sta-houm -- Aa�p, k, 0 1, -:!M,2,� ot'hit. N. 91,11212i �111� � Itna!ihlx --1 Elam vet - � I Whil 16 16 g.- buts �--a- Ii 'IialstaDi Yel Y. NfA tuAl I n I 1 1 , blerenrard L a. Rm III her la-e,27, I NIn"Inhold ohnnh 11 IM, tillunk,ni willih,,, ,r lo,laratt,le-v 913,.el an Ik it" t It � ibl" ILA � Rliv, A - ch", &-V� Lq-- , - sv' z" -, =-�� - -'nl I I 4 he to'le "I 9. Ass ethersan wu� uctlirit" in, P16 ,zt,l 'TE5 fe'S NIA NilA Il r',,Irulotn� l !I lur%ltie-ll, 20 gra, her arnereir, �- —�� a.: � -, � 120, 2 4 � - - Y- N(A ?l 5 11141t,"W.-I �'K---' bollf" III, e-11 Cks"t"! �-�--lft,l s'.51 lasa,l=z 14 r1l'i 'lL"L SHEET NO, i ,I 11 ill Note, Is ip -I - �t- I i�,:eprjcl , , Yo. rt" MIA NA I - rL-11� 'err-Y, � W t.- -,W- tal 11 n T ,i �','. he 4 'N�, Y. it,% %A L—.---..I. ... I � i March 6, 2023 PA 1.1 ------- --.....---. -- ----- --.-..------ . 7 - — I 1-17 �---- — --- - ------- - — -- ---- - -- - ---- — — - I -F�R-F- -F----V--i I I I I I 11 F I :I I A I I , � I 1, III r''L 7 ,, I I '�at!It� and saward" 8aosld��dr� d � ut�t and ,rrr�a Haim§ acre d r rl _ I o � � , I I �� III I I I I L r. tl � u I I �� <<I it it i qft ° " s nortp.aarraq :.:. teor r_ Oft ... 'M�cn -...r T1 I r. ra a9l �'A.. Cl4atxs�d _.,..._ � .- . � � 4 -: ei+' II 20M Havoon i WWAalkin (D ink n .rwoo umonimewAft am ` Caw ul s` 1 t a `� s� v SHEET . � � I � s r� ICs�da rorw°ot a Bra �artl � n w Flanda stir n# Business rta9 = - , �e Fr�rkiDepaudinaft � rai s 4 � Godw CL 101 40 all Cn ��r KEG qry� '�I�%$4i qYy �3i;R1 ).'i99a87' 'may, -arY ,�fr�kb Hw"�8 4`-:��; auFb'.w t699i»r,'Wi.d i't19'i:Yf OW4"Wal F Of Bawl DM"2 cz '.,M,F'TM"'..,y P'�'NQ'77wW."mnlT� Ei SMrrM*rrrorFW IMEiIUrGda �df�iJn NAw"K pf L1,nSag �ikM�'xIPdA�tllah�r R�fMS�Vt: I�YS'It�RIV4^nn Ma7Kk pa 6i�9hafR `s,t4{�a CZ KIFQ 1 4 A Kolb 219F all PI Food Q& gob Mail Q91, Rart Oalk-"M aw 'Url NO ANNIT Qotfto#ft Polar Mukrr' Sal Doti, '.emiml "I in 14 'y-`i'€��Y3�PfX�'�9 A�8= �'1'�%i`Q'�ii39' �'.'iF�'3EArroo rk �.�fLG3'1 :'Yft co AP *Akk -00 CL 0 w1l SSl 1 1 z J Cf) -M (a) > C) I 0 0 Simpson Strong -Tie 2020 FBC Approved Products uriLeto d 1 21-1a N= Simpson Strong -Tie 2020 FBC Approved Products Upcilirred 12r-40r,'020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12AsY2D20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12Mi2Q2I) 0 pit cree't knio; tl�l al$'ilng I'Arip"Yal" "'le'-lee"o"Or _[� Ej�r A,11_79 11-F re tain I For dihnt 11rairs to iii approvals kided reilow� (D = M 70 INA pricrional inforlinitiorT legar-till Flarda'sStateMdo Product Apprond Systern and Millrul-Ced- County Notice of Axiartrance �;41 _t%flAt rix addiftili citilleirilhig Flaider's,%ehinvide Pritcluict Approval &yslorri Ill More -Nile l.ouni? linxii in wimprovilfti ip�'_Al rix wiftlinottli iiiiiiiin!1lon rai -7alarwdle Prinditt ApplovA Stifinom trin iiilltiroi�Dadu cciurAy Notaft, offiltimplaricti (HOA)_ 'C.L&LX dift f or itulditorall nipah mitlan iogrionitir Hop s ISLidewille R aclual Approval System arld r�ounty ! IA� NcOrlice at AuceplaniA, I NC i _tptt 0) C) - U) FL#1044l HUSr, sanies harroors Facct-maunt haerig ars sf,a liable, in lvcens ranging from 1-518' to 3. = = (13 -M Cliff) 9) 16" a rid heights ranging trarrin 4-5tl Ce'tfo 11 " Concealed flange Q) _0 C) Sdeg# Proelli Model, Nurr�2rldr Name Product Q12griptl2n Product Model. Pilillorl or Name larodLt�j Descidati2il ItcL# Produce Model, UurV bar or Name Prod act Lxtsc nation version HUSC) available for models having width sclualto or 0 C-) I Train Stainless 5talatConceite 8 Masonry Screw (TTN-&13) lfil" diameter Trish stairilessafeel masonry tcrew I A21, A23, AZ3 A34�,AZ6, A44 Angles I h I -, B T B, E,, r Hr Brilck"res, greater than -19il 6" 2 APA-21 APA4. APA6 APVA21 APVA4, APVA6 0.fdoor AngJo_, 2 CMl COA_8714, OM-STC-16 Cali Straps 4, 11,18 series riangers Farce -mount Nang efs available in widiths ranging from 1-718ii to 3- 0 0- - APS44T Al`��R. APVB66, APB53R, APBW, APB88R, APB1 010, APB11 01 OR, APVB44, Outdoor 'Aluvorim Post Bases 3 CS1 4, _-SI 6, CS1 8, C820, CS2� curardt araps 5fY and heights ranging from 0ll4to 16* 0 FL#9689-RC APIVL444R. AFIVIS66 APVUl APV688, APVB88R, APV131010, API/131 01 OR 4 CGHP1 8� CSHP20 CoAad Straps 15 LGU3_25-SDS� LGU3,6a-SDG, 1 25=SDS Face -mount hangers = - M 4 APDJT2-4 APDri 2R-4, APDJT2-6, APDJT2R-6, APVDJT2,1, APVL)jT2R-4, APVDJT2-6 Out,,our Aloce-tts Dock Just Ties 5 CTS218 CumplessicWTenson Strap LU24, LU25. LU28, LU210 Face�mlount hargens C) Cu C) > JW1 Product Model, Numbeiror Name Product Description APVDr2R-8 f DSP, Ci�P TSP said to Plate to _5 LUCn-6Z. LIJ02102 Face -mount hangers F= 0 1 SD1 01 12DUB Outdoor Accosts Connecbr Sorew 6 APHH48, APHH48R. APHH61 0. APHH61 OR Outdoor Accerrits Heavy Hanger hl, HICIA, H2.5A. H�, H16, H7Z, Hld� H1p5,1q`a�=L_r W_5=2S Hurricane Ties 116 LUS soles hargers Filice-mitunt hangers available in wknins ranging from 1-9116" to 4- U) S_ I S rig 112, SDsQ, 12, --D! 011 -21. S01 0212 Sir ong - 0 r ;%,,le, SO Conn ectior Sc re w 6 ARL4 APL6, APT4 APT6, APVL4, APV7 4. APVT5 OfildawA a HGT,2, HgTz3, HGT-4 H-ayrimerTlcdcyn and heig hts rang ing horn S ',1- 10-11 Sil 6' :3 SD9 I 12,SS, SW211 2SS Strong-DirrveSD Connector SS Screw 7 APLH24, APLH24R APLH20, APLI-126R, APLH 210, API-11221 OR Outdoor Ac-pents Light Hangers V HSiV Hurricane Tie 17 MGUS.63-SOS, 1,1GLI5.2-5-SEDS'� NllGU5.e2-5D,1, IVIGU7.00-SCS Fao-mount hangers 4 58, SOCIF221014 SDCF2243A, SV�F22512. SDCF22614, SDCF22700, SDCF22& Sthong�Drrvra SDGP Timber-CF Screw a BVII z l5nok Veneer r-ridger Connector 10 HSS2-SDSI 5, HSS2-2-SDS3 HS82-3-SDS3 HSS4-S1]S3 Heavy `,Add Shoe tAlU series harigeris Firoa-mount hangers available it! ifindars ranging from l.SV16to5- C/) SDic'li�22fr[34, S;DGF2213a4,, SDCFZ71956, S0CF272350 9 r'13T27 GBT4Z Connealed8eirin fies IiUT2 H15F3 H�T5 HSTO f�rfrghf Strap's 1,08" and heights ranging ftom 6-1 SfItl"to 19- 5 S1)111�l'22434, SDi;FQ2512, S M-P2261 4, 5DCP2270Q SI)CIP22858, SDOP22912, Strorg-DrvaSDGPTim1der-CFi' Elorew 10 C,.1T3IZ, CJTtZ, Concealed jet,%'[, Ties 2 '0, HTS24. HTS28, HTS -- -aw Finost5trap H T516, HTS2 .3Q HT1_30C, He � 11) MUS26 liiiUS28 Face-mourt hariMs SDCR2711400 11 D, I 7L,l 4 DecxJotsrtTlc 13 HTS016KTZ I-ITS020KIZ IA"wy T"nihili: Stfaln 2J SUR SUll Skewed face-mourit hanglas ava ilable inAm ths rang ling licir ill - 6 SDHR27400 SUHR27614- SUHR31490, SDHR31614 Strong -Drive SDHR Gombo4isad Screw 12 CH on/ titiall 'Stop A LFTA Lqhh Floor TrriArit�hcir 9116" to 3-9116' a rid heights fang ing from - I tl 6'ln 13-34'' 7 SDS25112 SIOISQ51 34, SL)S25200, SOS25212, SIDS2153001t EDS2151,12, SDS2541 2 Strong-Orve SOS Heavy-Durty Connector Sciew 13 FC4 FCS Frarnara Qmi ill LST", L.-TA12 LSTA1 6. 1 F;�A'l 6, 1_5TIN21 LST&z4, LSTA30, L.STAM SlOght 'Shelps Concealed flange version (,Suar� Sul-t-1 al allrihis for ail double SDS25500� 913825DOO, SOS252,00 14 loN A "Z Foundam on 'Nall Angles i- L S-ii i =v', L6-T 173 S'draii S'trapls 2X and 4X models: on ly acute flaorge, a concealed. 8 SDS25112SS, SOS2520058, SOS26'21 28S, SOS25,VOSSS SOS25312SS Strong -Drive SDS Hedivy-Ciurty Connectlor SS Sicrew 15 CAI GA2 C� An a LTS20,LTIR40 gridging 21 IU1 series hangers Face -mount hangers avortarlile of iiiad�_ ranging from 1-911 &'to 9 SDWF2716, SDVVF2720, SOWF2724; SDWF2726, SDWF2730 Sttong-DrtvsfSOWF F Floor-bol-Floor Screw 16 H2A, H22.6T H8, H 1 0A.2, HI OS, H 14 HGA1 L) HurricaneTtes 18 LTS1 I LTSII 6. LT S1 8, LTS20 Light !YW Strap Wand h*hts ranging from 2.518" to 11-IIA". 17 HCJTZ Heavy Concealed Joest Tie 19 ill a li Med iu for G wo er Tiedcvn 18 HH4 , HH6 Header Hangers 210 MST27, MST37, MST48� VIST60 NIST-`2 -_m ai�,_ h t S his p s FL91DO07-RE 19 XMIZ Kre&_Er�_R Stabilizer 21 ItilrTAp, fASTA12 MSTAJ5 MSTAffe, WTA21 MSTA24, MSTA30, IASTA3C Straight Straps FLJI110 20 1_30,IL50,1_70,1_90 22 N5TC28r NISTC40, lfih`�TC52. MST056, MSTC78 aigni straps Sea Prei Model. Num tHelt-or Name lamducl Doserhatillon 21 LCF4 Post Cap 25 MST C48n, MSTCA663 PreApenr %aps JW Product Model, Niturnwr-or Name PtodularlDriliscifliptioll I ATR31113, ATR1f2, ATR�48 ATRV4 Threaded Rods 222 LS30, 1-6-50, LS70, LSiR0 Slatenvable, An piss 24 MS_112t, MS-713e, hiST148, NIS-1722 SIDiii Strips I UA series hangers Top flarge hangers avatiable in widths darming firom 1 -9111610 7- 2 ATUD5, ATUD8.2, ATUDp, A7UDg-2, ATUDV�,, ATUDI 4, ATUDI 4�2 Aluminum Take -Up Device 23 LSC7 Adiustrim4a Stair Strinem ConnecIten 25 647S12, lVITS 16, NITFilln� NITS20 rVTS2__C,, NATSW� 147ts-oc 14--lilinn7wart Simla 1,18" and heights ranging from 7-1a'to 10", �A SP36-2, EP1,Q, BP1/2-3. BP5/lt, 2, SP5,'5-3, BPV, EV3iiil a,, EPRTUD34 Bee ring Plates 24 1_SSJ25LZ, USSJ215LZ� L5SJ,7aR2, L:.�,'�J2101_z LSS121ORZ Field Adjustable J-xkHritigier 211; HCA20017, r4l;A,2102 11:1, NCA26D 16, NGAZY,1046, W-_A2x12-16 BrAgring 2 Cr_;6F series hargers Topflarl hangers available innidithe ranging trairin 3-5/8" to 7. 4 Ctilill rNV1112 CN441314, CNIA518. 92, CNVV,5r4-1Lyyf Coupler Nuts 15 I-SMIAN, I SSR21, LSSR71:37 11 SSRZ�di l.SSR,210-2 ASRAM stable I Ininger Field Adjus '7 P(-VtD12 5ii7ti1,iD14 Wall Rraning Ve" and heights ranging Nonn 9-114" to 24'� 51 CTUD,55, CTUDV�,, CTUDCH C F0075, CTU1070, CTUD77, CVJ1.w67, CTLIDad, ��TUDPT Coupling Take -Up Dervioe 25 LTP4, I.TPZi T Is PlaTe s r 2ti R' SIbrRP"22. RFIS26 Repair PWoEdrap EIGF:sailres thrianglare Top, flargis hangers enthrall or vadirric farigntli from 1 1)2 to:3. z CTUO98, CT-IJUD9 2 7 Ut-2-17, Alli 1&267, MUZp? 11142107 Angtes ZI RSP4 Sind un plate Con riectar add heights ranging fircard 7--! 14' to ZT, 6 N3, N4,145, plie Heavy Holt Nuts 213 fill Roof Tus-Cioivii 30 %Fi. S112, Dp,l� Sil SP8 tilu d �-Talho T is 4 UGHF plentes hanger. Top flange hangers avakabie inw-cirths istrairra Ironi 1 -34" to I- 7 IRTUD3, RTU05R. RTUD4, RTUDAIS RTUD5, ri RTlJD7, RTUDE Raicheting Taile_U p Dev ce Ml Hincred Rout Connectof 31 3--H4, SPH45 SFH8 Heavy aid Pone Tie St8" and heights ranging front 9-114!'ta 24" 8 TUD9, TUD10 Take -Up Device $0 NAALU20, MMLU2C�2. 11AMLIJ2a, MMLIJ229-2, MNLU210, MMLLU11, rAWLUIa% NIMLIJI-311 Firc_ Iresuottisirgors Z�, K11 $6�, S-$4� 5 SW4 Off olit c W5, EQ7, EG9 series hangers Top flange hanger.- availialitte in widths ranging from 5-1,14" to 5- 9 TUW38 Take-UpWasher 31 RBC RBCP Roof Bounda7C-lips 33 STS, ST12 ST16 ST22, S7292, ST2122, ST2115 M�!5r --T6215, ST6224, ST6236 Straight Straps WS" and heights ranging from 11 " to 37-IrZ' 10 URS3 318" Uplift Rod Run Tiedlown System 32 RST-3 Roof Ti,- Unown 34 T820, T827, T830 T836, TG42, TBAS 76�'A, TR%r W-13 Temi.rSfidging 6 EGO sories hangers Top flange hangers available is vxaii rarraingfrom 3-513' to 7- 11 URS4 1/2" U plift Rod Run Todrown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rii Tie (-�o n nectors 35 TINS10; TW612, TWB14 IAA� Bracing 114" andheights ranging fronn. I 1-11-m-lo 3�, z 12 URS5 5l'S" Uplift Rod RunTsidown Slistern 3A STC STCT OTC, HTC4 T russ C lip-, 36 W311- VGTR, VGTL V.nahle PA tch Girder Tredomi 7 GLS series hangers Saddle hangers "ailable in widths ranging from 3-110to 6-7/W 13 URS41 314" Upift Rod Run Tio.� System 35 TJC37, TJC57 Truss Jack Clirr. r, VRI 0r3 `larB100r_, W61'__18, W81 NQ WR�1414r_ OW Bracing and he�hbs ranging from 8.1re" to 29'. 36 Z2, Z4, Z44 Panel Stiffener Clrp5 F, GLTV series hangers Top flange hangers avarlal�e itirmciths ranging from 3-11W'to 7- 119" and heights ranging from I I" to 32'. F LM 0441 -R6 FL91l Q HB sores hangers Top fie isge hangers itv also Is inviiaths rang in 'forn 1 -gel 6" to 7- ELM044)tmR6 117'and heig his rang ing fearn 8" c3 31' §N1 Product Mod1l. Mgm Der or Name larodugt Q2scilptlon Sea Prodiget Miadel. N win taitir or, Name Prip. uglDiestoription 10 HGLS senes he n gets Sadde hangers aiialdi from 5-114" to 5-70V LU i D72 Hold. -flown NMA Prod pot Model, Numlbor or Name Product Desciliptlor t CRHQ'�%5.5, CPH123%7 6,3, CFH2.3-7xp_75 Conceabd If ange rr, and heights rarging fwn 10-117",o 24'r �Z HCC'1101)4� HOCIG22 Hold-down I AHEP Acylvertable Hp-Enrd Curfntf�-br 2 DL, E-HU, DH J, lF sede, hangers Facerriount (DU, DHU) and top-11angle (DHUTF� hangurs 11 FG1-Tseres hangers Top fiddle ranging from 31-114i'llo 8- 5 4 HDO8, HHDQ11L HHDO'$4 HOU2, HD4r HDL'% HUU8, HQU 11 H DUI 4 Hold-down Hold-down 2 3 OSC',IR ,M3S3, DtpC,21_SrDSr3, DSC5R SOR3, DS)C5l_-SDS* G EVI-1 Ding Gable Olrac.-e Unrifecto, triallable in Yvidth%ranging fro�m 1-11116'tv 3-gl"16"and heights ranging from 9.118" to 23-1511 6"_ 12 HGLTV series hangers 74" andheights ranging from 7-1iT'to32' Topfl hangers avarableinvieciths rangin from 3-IX'to 7- 5 HPA28, HFIA35 Strap -style purpin anchor 4 HCP1,81, HCR2, HCP4 Hp Corder Plate HGlill 2ZSDS- Hi3iit.50-SDS, HOU5�02�SDS, HGUTOO-SDS� HGI.i Face -mount Nanglers 1/6'andheights ranging fircim 14" to 3X 6 I-STIAD8, LSTHDBRJ 61rap-style huld-dolAm 5 Hl JHRG42, HHRC42-2 HHRC4/1 B1, HHRC44, HHRO5.25i3.25 HHR :,5 3713 12, HeavyHfp to Ridge C-onnectors SOO, HGU9400-SDS HIT series hangers Top flange hangers available in wadthi ranging from 2-WI(Y'to 3- 7 MASA MASAP Foundation anchor strap HHRC66 4 HGUS serilas hangers Fac�emounlr hangers available in wrionnia ratingingfrorn to 7- 9116" and heights ranging from Iff"tic 2&'� 8 NPA132, MPAida Strap-stylle puffin anchor 6 HRO1 81, HR= H-p Muni- Cort-e-litur W'andhisights ranging from 12-7V. 14 HUSTF series hangers Top flangepst hangersavaAable in wdbis ranging from 34/8" to 9 PA 18, PA;-), PA20, PA35. P._51, PA68 Stralip-s" puffin anchor 7 LRIL126, LRU28, LRLJ210 LRU212 Note, Minuet HI-IGU5 25-SUlS, HHGU5 50-SDS HHGU5 RZiSti- Mimi LF7 (p)-SDS HW_U7 25-SDS, Fac,-mound handed; &SWIWardl heights ranging from 5�30'tnn 10 PA118. P.A123 PA128 PA135 Slliiria-style puffin anchor 8 LSU26. LSSU28 LSSLJ210 L�glht U Ha tiger HHGUQ.0lU-SDS i5 HUTF. HUCTF series hangars Top flange tiangers aiiailablt: 11 STHD'10 STHD10RJ Strap -style hold-down 9 TBEA, TSE6 Tarim Bearing 5nh-ancer 6 HHUS26-2 HHUS28-2, HHUS210-21, 1=41-4-IS46, HHU-S48 HHUS4113, HHUS5.50110 Face-maunt hangars 112" andheights ranging from 3-7flff, to 15!'� Concearked flange 12 STH014 STH014RJ Strep-style hold-down I D TD2A TC__'�ri T,�;28 Tfussl�,Iip H HU S7 2tiO 0 version HUCTF) available for 29 rricid'aa z wingwidith equal floor 11 THA29, INA213,THA218,THA218.',).THA222-2,THA413,Tt4A418,1-HAC418,THA422 Adjustable Tross Hanger 7 HSUR, HSUL, HSURC HSUL(' serrr-_ harper, Skistrifud faca-mourrit hangeiis kwalabito inivatirs narriging front, 3. greater than 21- 9116". THAC-422- T lig'ni nlff' end fieti larignia firorni 4-3�4` to 15-,V4". 18 ITAIP series hanoers Top flange hangeral Avarople an -ritIts tanginv, from 1 -VIth, to P- 12 1 HA11.81122, Tl�Al2 XQ2, THAl2. 0-2, THIA122Z THA13-22, THA]35�2, T-HA1422 Adjustable7 rusa HangerSizel for I-losts Goncezikxi flange ventrin RSUL,"� avaitablr,� bi all 118" and neigh% ranging finxin 5-31911110 21ell 1 �, TRAL<2"'r THAR4�2,2 Skewdd -r-F, Hands, titytb�ii,-Xiand,ilXrrodelr�� cillyiecutetil is 7 HVVPH scir i-is, he ngers Top flange hangers available �n wolh, rarl from 1 -',1410'' fin 7 14 THJK-)'6, LTHJA25, LTHMA Multiple Truss Hailgials a ll ml U-28, HTU210, H IJZ6-2, HI-Il 2, Face rnitunt hangelp 1/2`andheigfnrtsirangipgfr� 5%',Vlfv3Z' 15 THJM2-4-SDS3, THJV2�5-SDSS, TAJU26. THJU26 W Muldpie Truss Hangers 9 H U� H UIC, so; ie a no nge is Facin�nniuft harugem o4fable inv4dipis. tanriogfrom'l t 7- o' 16' 0 18 ITSselies hangers Top f flange liar gets av all,,, it,, in aiidths ria rig iiq from I �glll 6' to S 16 TSBR2�24 Truss Spec C r - Restra int 1,f2` 8 r d heig his is n g i in q he rn 2 -7M' to 1 �tl 0, Concealed P ange !iil8" and he ig lits ran 9 ing front 9-1 M" to 16' 17 VP,42� VPA.2-5, VRA3, VPA35. VPA4 Variable- Pitch Connectors version 4HUC) available for Ail motea; having width squat to or 1. _q Ja series hangers Top flange hangers available in width of 1�SIINY'lllnd heights 18 VTCR Valley Truss Clip greater tion 2-9116" ranging Irom 5-W" to, 7-Vp' C) HU001,81/9-SDS. HUCO1 81�11_SOS, HUCQ210-24MS, HLJCQ210-3.S[)S: HUC0310. Face-triount hangers 20 JBA series hangers Top flange hangers a-ifoulablee unvidith otir I-S!16'and heights SIDS, H1_100410-SOS, HUC0412-SCZ. HUCW 2"-SLIS, HUC052S1 I -SOS, HUM610- ranging from 9-VI 6'to 13-Iii HUC�612-51.)S JUL 14 2023 EZ= Simpson Strong -Tie 2020 FBC Approved Products Updall 1250r-Wo E= Simpson Strona-Tie 2020 FBC Approved Products Updaitilid lZP3&M20 EZ= Simpson Strong -Tie 2020 FBC Approved Products L;Vcaaard 1250i:2M Simpson Strong -Tie 2020 FBC Approved Products U04*sd 12r"MO Virtaii Review Assist, Inc. rthe2020 For direlot W. to of SSTapts"s RsWd bell Clj�lr REIR For diroirl Inic; to ell S$T epprevals Wed ititive, r,1 �AE_ Pat dheot Iffiki; to *1 $$T aWrovals Ishid bafvi.--� ClLinx Rf�n For direct Inks to of SOT aparovels 1*4 biriaw� CUICK tfc-ft Plans Rev'e completed and apph ved I For additional inforwWworl regarding Fledell SUlewilde Product i1stpraind *ftokou ariel Mgmi-Daide Coun ly Notice of Acceptance WOCA), i99AL"iE., For adardinal regarding Norda's Statewide prodluc� App,treall S�Itm lard Marni-Dade Cocirej Notice of Accept tance f For riddeortal diferil bon felpartift Ftdida'sl)taiewde Fro4ucl Aoprovad Sqalonn w d Mairs-Dade Courily r1oace elf Acceplairl (140AI. f,� For additional infornitientagardinall Rordas-Stalowide FroductApproval Systenn and M" Mist Counly Notialit ofAzoopiarcat �NQN, QU4�� 1 ith t a 0 FBC 7th Edition f-m compliance 21 L5 series hangers Tvp liange hargent avankyriti in,,vir:Ah of 1-9l and heights FLM 10§:K 118 511.81lill,"ift, 5l1L113VZQ`6, StLEV2,37r SILBV2,56. S&SV2�68, 511-131it:3 14 Top FlarlgeA;ftxt Hangers 6 SE1%XP Adhosive Anvhoi rof inerivelle by Deb a Anne Klahr PX2300 lantipinO from 6-?d,9' to ri Sitf.-WA, 1-iat Sill BV3 62 Sill Ri,04 W, Si. fiVil 12, SiILBV4�28� S&ll 76,1ULE11,15 60 6 Stricing-Boh: 'I (errB12, RTS24SS, S7SZ-,6SS) '311reng-Ecift 2 itVadItarfArichorfoi. mcnarne avaianki in carbon 22 LBAZ series pange=s Telpfiange hanigarexiinlipble inmcith, of I V16" and heights 5�UA E1901,1gi nVALEWA&U.2iAm -11 gi ' :�L I I Xi SiL) l f 11, Sti iff 1-14, H 714, fil -1-5 Hiflavievirrs sixtial land Typas "t"14arld 116 strait lose %*Eel ranging Ilorni 9-301 Ll to I V'r?" I H1HLi82lr0,1,, 14HUS2n),_4 Jniv Hringof 210 SINIST60, GiPl= Soaps 118 mil (10 gn) 7 7iton HD (THE) H, THID-14MG, THDAH46iR THD-H6SS, THD-CS, THDCS5S'.tvl Then HO Healy Duct ScroorAncher for cancrute and masorl 2^3 LEG3. LE136, Lr-Gi sense hangeral Top flange hargere available in wdths ranging fro�m 3-1/4" to 5- 2 HRS6� HRS6, HPS12 Strap Tia� zi S`54, Slop Sip a Plate T avalisibievvil hex head Initarblar, stselaripliTyper.3CA and 316 718"and heightsianVing ftm Wtb 35-IrZ' 3 HUOQ210-2-SDS, HUCC4210-3-SOIS, HUCQ510-SDS Joist Hanger 2" fii3c', OASP, 7SP ;�e; d Plate Ties siliptilesis steel, or wirtin countersunX road in carbon iiii and 24 NEG5, MEG7 series hangers Top heinge hangers available in widths ranging from 5-114�'lo 6- 4 THGELZ TH0133, TIAGBI-Q, THGUH3, THGBH4 joist Hanger 23 It(-- OTC Trues --.lip Type3516 staindelits steel 7/8" and heights ranging from 90" to 32-ItZ' 5 THG02-SIDS3, THGQ3_V'�S4 5, THO 0112-SDS3, THG,,'�H3_SDS,[ 5, TH0QH4-SDS6 Joist Hanger 24 -31)22 grace Dritgon;il 8 T iten HO Rod Coull THEr,MAIPC, T1405M4RC) Then HC Threaded Rod Coupler for concriste 25 MIT series hangers Top flange hangers availabic in widths anging from 1-9116" to lll- 6 THGW�_S, THGW3-4, THfGW4-3, THGIN4-4 Joist Hanger 25. Tic-37 rue-- -lack Connector 9 -1 iten HD Threaded Rod Hanger (THL625168RH, THD537158RH, THU?7212RH, TiWn HO Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-114" to 24" THD5C--34RH, THD10212RH) 26 PF, PFB, PIFOB, PFDSB serilas hangers Top flange hangers availalate in width of 1-9116' and heights 10 Wedge -All (WA) Wiadge-All Anchor far rinasorrify ranging from 3-3,6'"to 7-1/6' F11h i473-R5 FL*f3904-R5 11,13 _J 77 26 FIR ViP enas hangers Ridge letter connector Top fl2ri hangera available in Wdths ranging from I to'i- -Q- 0 Froductria5W.-duolbg or Name EMdjV�_ np ,U2EL §sS_X ftgductAftdaI,.NunWr2r Namlil Ew-lW10D. 118" and heightsirliprigmg g-1/4"to 32". 1 GETAL20 Double Embotmed TFU5% Anchor i C-LOW e2-SDSHCG, GCt�M4,t52-,1rCSHDG, rCQM5 �U-SOSHDG, QCTQM3_62-S0,15G, Mascrilry pier Capis 2 3 Ff"Rr PGTRL, FGTRHR ll H15S, H-1-6-2 H16-2S Girder Reirolt Anirchor Hurnc'niTie Q_-TQ %4.4 1952 -gDSG, OCTOM 5 �,50-SDS G, CCCC�VV13 L6 2 Z D SG G 0-COM 4 6 2, SDSG. COCQM6_ -SDSC &W 1 Emgug MCI, Nualtm-Nm AT-xP E�Qdug g=ripfign AT-XP FL#1Q66Q-R5 4 HETA12, HETAIS HETA20, HE- FA24, HETA40 Embedded Truss Anchor F�E�LQX`03_69C,4ilJ, ECCI-ON14 Mastafty pler Calas 2 Er -HP E7 -HP Epw�y Ad hesivo tot paisairry 5 HETAL'2 "IETTA"C"r HETAL" Errihedde_� Truss Anchor VX1_LQA4U4.62(j-KT EtXLLQiA0f-,5QZ KT E(XLRQ1,L�.ri2'ni-KT, EiXLRQNr1D4-tJ2G'- -1 SET-XP SET-XID'High-Strength Epoxy Adhe�sive far mationry ABA44 ABA"RL AeA46, ABA45R ASA56 ABA66R Adjustable Post Gaspe 6 7 R�Alvlf Hf,19 HHETAiE HHEl HHETA24, HAETA4D thasortry rewd cornisclor"; Heavy Embedded Truss Anchol 3 KF, EDOLROMD5 SOG-Kir HGUNT-5.254 AGUM5 50, HGUf�,17 00, IIGIJ x47 25, HG LA10 CC H-nary Man'-nry ilargors 4 5 Stdong-Golit 2 (ST621 Trillion 2 (TTN2) 2 Wedge Anchortirs masninry, Tnen 2 ScrewArchlir fat Conicrefe 2 ASU44, ARU44R, ABU46. A61-1146R, ABi ABU54 kBA5, ABU65, AB066R, ABU88, Ad)ustablla Post Bar�e 8 1_33T2. LGT.'tSDS25 LGT4-SDS3 Girder Tieclowri 4 LCUM26-2, LGLMA26-3. LGIJM26.4� LGON421,8-2, LGUN12P-3 LGUM28.4, LGUM:2-10-2 Mailinni, Sewn Hangers 15 Trillion HD (THD�H,ISS, TFID-HP-RS, T``D-r_S6SS) Titan HD Heavy -Duly Screw Anchor for concrete available in 304 3 ASUSSR, ABU1010 ASU1010R. ASU1212, ABU1212R ABW44Z. ASW44FZ, ABW46Z, ABVY46RZ, ABW%Z, AE(W66RZ. AHVVi AdjuMble Post Base 9 10 LTA2 UEFA12, KIETA16, 1JETA118, META20. META24, li,11-TRAZ Larterailiuss Anchor Erritiodoefd Truss� Anchor t, I-GUM210-3. LGUM210-4, L.GUMA15, -GUIA48, LGLAA410 MBHA3.1 2119 25, MSHA3 12,011.25, NIBHA3,5W.25. (Y1BH1A3%)9_25, NlBHA3 F,611 11215, Masomy Top Flange Beam Hangers or 316 stainless steerlwiti hex head, and 316stamleiis steelwith countersunk head. 4 AC4, AC41R, ACE4, ACO, ACOR, ACEO Plost Cap 11 llSTAM18, MS7CM40, MST,Ctv16l) Strap 71. to, Nla- URNA3,56P 1 88, MBHA3 5&14, MaHA3 56,116, MGHA3 56,18 MeHAS�60,`7 25, 7 Then Turbo IT NT) Titan Turbo Slcrew Anchor fvr concirele, cir muzonry 5 EK;4. BC45. 5G4R, BCS LY-ZIR SQ3 BGS22-24 BC-52-3,115 Post Cap 12 VI bfl:1115� IMTSM20, Iff SN116, HTSM20 Twat 5W far Mosor" I4GHA5.5W3 25, 1111 5W1 1 2b, IN111HA5_50JI I EZ NABIHN5 50114. MBHA5 501103, 6 CB44. CB46, GRQ48. CP=613� CB68 Embedded Column Green 7 CES044-SD52; CR5040-SIDS2. CSSQ66-SDS2, CBS086-SES2, C05085-SUS2 Embedclea Column Base 6 tJ5HU3.5a1V.7,5, NBHU3.50JI1�25, MBHU3�56nli�UB� NISHUZI.' o$`114 firISHU3,55,(143, Masonlry, Beem Hangers > 8 CC, ECC� E=U Sairies, Boldsd column caps with W1 ranging from _114"'to 9-Irr and FL#1 JI&M NGHIU3 SaMS, ItIll 5Q19 25, MP-U5 W-11 1 26, M8ilU5.5G1-, 1 88 MLIHU5,5WI4, ih2rarrigingfron-.3-5ni't g-l" I ta 7 Q' URHU5 54Tl 5� MBHU5 50118 3&g.1 Prod Uat modli Num WE 2F Nifirse E!cgguot Dmuptim 0 9 CC'C4-SDS2 S. EECCQ-S�S2 5 Series Sorsoied columin caps wi W1 ranging from 1401 to 9-112` 1 nd &W a WjIW, h" -me Ecigduci L2&2r or Ug D42ZQb!jL4Jdk)V. EL 1 XiQ11016-5K X1 S1010, X16101"r� X0151016. XQl B1 018-4K 410-16 Sterefil X Mail Self-Drilring, Tapping Scifteris wilthK3 )Pj`2) ranglin-a fiftan, 3-5111" to �i -112" 1 UTTIZ DeQK Tepstor, -fie Orki Polint > r_% 10 CrIT447, CPTA67., ':TnlrA_AZ Curcitalail Past Tin Nsiii 2 1- D 12, 1, 0 19 rkckit�. W4domfix E691MILE; 2 XLQ1 141`1124, X1 Q11 14P,12�4-2K 4tl-24 Largin-Headir Moral SiSif-Dirilling, TirlipHig 0- 11 12 HDU44A� F-PaAA., EPL,46, EP866 EPS4Z Empeddied FaAr Eorse Embraddhan! Past Base 1, 4 FID$S� HD58, HD76, IdIDRB l `TT4, HTT5, H775-aM Bosed Hoid000n� Tension-io-s 12% sf� Proci litiodek N gm �2r or Nam e ProjuSt Doecrigon 3 XiAr� f 14131 n41, XVQ'l 14Pl 224-2 W tioreas wlih #6 DO Poith and Large Cnafthien Hex tilitirster Hadid #12-24 Stering-Drive XM Metal Sef-Ohiling, 0 13 LC844, LCB66 EmW. d W Column trase 5 U719, LTT2DB, LTT131 LghtTens--n I es I SIDil SDO=ASS, SDMJ22C,8, SIDW22-5010- SD'ApiJ6LX: SDW-21,538- STfapg-0ie;& SDAI EWP-PLY and TRUSS -PLY Screvis, Tapping Sore" with #* Drill Point and Medium Dianfetar Hex 14 LPC4Z, LPr-&Z Ltght Poet Cap 61 D 41,22 lr4 4 XW 14$12241 14B1.,24-2 5K_ X1 i 43144, X01 1 �Sf 224. X,01 12BI 224-2K #12-24 Striong-Drivo X firtaltal Seff-DrAting, 7 apping S`ctarels,with S5 15 16 NP94AZ, MPW6T MPB93Z PS44, PB44R, PB4u; Pllilffin, PB56R MDmerA Post Bass= Embedded Plast Base FL#1 Na-M 2 "VC-1545� SOWC115%)n 'Ar'. 192 -11 05030S. SCOW-1 14U-3001)6, S0VVH 1 gI OCCF-16 SD ODDS, SMOH1940OU-B, SWlit b Strono-Drilfe SDWC TRUSS Screw Sacag-Dr%,9SE7*H TIMBER-HEXScrevi, 5 XU34SIO16, XU34B1016-5K Drill Point #10-16 Strong-DriveXU Metal Self -Drilling, Tapping Screwswitti 17 PBS44A, RSS455 PRS68 Embedded Post Gas- 4 SIDWH27400w, SDiNH2?61DDG SD`4VH2780Oi3,SrYNH2_-110L)DG SMIVH271',OOG TIMBER-HEXHUG Screw #1 Drill Point is 19 PBV6 PBVIO P044-16 PC-46-1151 PC_45�18, PC64LI13, PC8& 16 ERG44-16 P�_Ab- -m _rPr_4P_l 13, Round Post Base Post Cap Jgg_J I fj2dract"odet.Numberpr Naring M51B.-,A S137-S.-24, _1B1 Y,30 Brad= Description SB An.h.r Fxih-_ 5 C SDVVS16212, SDWS1 6301), SDWISS1 $312, SDVVS1 640) SDINS12"00, SDWS1 9712, SDWS22400 SOWS22-5,00 SDWS22512� S1WV,9225@Q, Stining-Ort;er SD%rfVS TIMBER Screw (Interior Grace) 0 ERC64-16, EPCBB-18 2 SSTB16, SST820, SSTS24, SSTB28, SSTB34, SST&A. SST8161-:�;SYKIDL, SSTR24L '.i�STB Arclitsir Bors SSOWS-22800. SDVZ-22900, SDvVS221000, SLYA'S2ZI $00, SOWS22120D, SDtVSMl 50a 20 PC4Z PC4R7_ ir_51?7� PC�3Z, PC)3RZ EPCAZ, EPC4RZ EP=, EpceRZ. EPC8Z, Post cap SSTB25L 7 S3t1V=220ODR SUWtS224CODS. SDWS2250U_[)B SPAIS-228000e, SDIV=1,OODB. Strionn-Drive SDVVS TiMBER Screw tExtericir G fade! EPICBRZ 5WJAfV11 00110V 12gl Product MUM, Number or Narril Product QmnDtLM 21 PPB44-4Z, PP6444aZ Post Rase a 50=922312GBe, SDV`l)`S22512DBB Cuzdc,-_,A_erds SburtuialWood Sicrefiv IMBE I 06SCB4315� DSSCB-46� DSSCB,48, DSHS BypassFraming Drift Strut Connector 22 RPB7- Ritlineft Post Spare FL*l 3ST2-R4 9 E)W,,Y7300SS, SDWS274CO3SP;, Sl7lWS27500n,G, SDAIS27600SS SDINS2.7�."i(IGSIS, i: "'ndiS27100Ofk, SUVV92712OC1,SS Slaing-Drive SUWS T R SS Screw 2 11 FC_,'�449:5, FCE455,FC8A7.5,FCSo495, FCE9�11 5 Bypass Framing Fixtid-(Apt §MX Produatharldelf, Numberor fiside produair nestarip i) SDv1j`iF13400 Ssfarra-DrIVIR SDJVV SO ILL TO - RIM Screw FRIllIZED3491pilff, F�SU,54131016, FFIHSD34SI214, FPHSD3_4B42l4,, FPHSD34[d1214-5F 911121-16 and #12-114 Slxrng�niroe, f-PHiSD RarrIng-lo 7F3 Serf� Onlikiligg, 1, go ping Svernis FL#1 Ow6wg 1! C hi 11 14 � C M S T C 16, C �: 3 14, C-S 16, CS, I ft Z5 2 0, C SZ2 Called Straps J, . ST N -12 Cur.docir Acoents Hot< 44ead Washer 4 1 SFCA.25, LSFC4 25, LGIFCO 25, SFC2 25, GFC4.25 SFC6. 25 Steel Fftrifting Connector AP Ailk 1 2 2 HRW-- 119S5 I -Ill FHAS, FHA9, FHAl2, FUA18, "'424- riilgi-i'26 `IST136, Stops 97 mil irl 2 9 air l5 LSSE.4 25, 25, SSCZ25� 5&1�425:,15SC(3.25� MSSC2 25, MSSCA.25 rViSSC6.25, SteolStud Contractors %woof Sea # I Product Model, N_pmk1L2LN2= FJA_ FSA E19guct uslak2am Foundation Anchor 3 USTNIS, VAST M, fill simam, SIMST37, VMST48 11tF-516, HTS211 HTS-24, HTS28. HT,1313Q HT83W Heavy Tvilrst Snaps Ft_#15W3_R3 6 NISSC4.25KW, MSSCrl RCKW3, RCKVVS.5, RCKVV7 5 RC-VaS F�CKW5 6,S Rigid Knee Wall Conranabir de - 711 ai. _114� 2 FRFP Flat Retrofit Founal05019 Pzoar 4 L37A30, LS71,430, 1.8717149, LST173, MSTA9, ril MSTA15, MSTA18, Ms7A-91, -01raps 43 mii (18 ga) 7 SCS435, 15CB45.5, SCS47 5,5C84-45, �-_15411 5, MSCB45�5, MSCB47 5 Bypass Framing Srode-Clip Connector CIL C 1 S�aprs 3L i2o M-041i Nathe Produg Z SCSS2,"7, SCW-SQ7. SQS5�-Gr le Bypass 3 GH46-6, GH4A,- 8. 0-H-la-t, GH4"-, GH410-6- GHA1". GHW6, C-Hdiu--B� C-HW-d, QH66- 9, GH61 0-6, GH&10=5 Qrrekar Hanger LaTAR STA`1_2 ISTA16. LSTA18, LSTA211, LSTA24, ST292 91-2122. ST21 15, 5T2216 1-SUSH-3.25 511-1131-13 25� MSIJBH3 25 mil g31 BrUgrin. �%ffl I ED;igu5a NUM Der or AS 18, AS 18$5. AS 18SO pitgariptiont 8 gal Trusts Plate-_ 9 1� wlili SM5.1 Framing Connector Harad-of,Wall SlideC[ip Connhadoir 4 G�B6A, (31-5501 GL85G, GILBoD. GU37A, GLB7B. GL67C, GLI37D Gfulaurn Bearing; Paw 7 LT P 15 Latereti Tie Plate AS 20H S 20 ga- High SUength Truss Plate 10 5JC8.25, SJC1 0.25, M-11)C8.25 fill 0-21, Steel joist ConnectDis 5 6 C-LBT51 2, G5LTW 2, G. 87 5116� G BLT616, OLDT520: GBLTt2n HGLBA. HGLSB, HGLBC, FIGLSD Clufam Bearing Plai Heavy Glulam BearingFriale; 6 9 LTSIZ LTS16. LTS18, LTS20 lil-gt-AKI MSTAX ST6215, ST6224 ST9. STIZ STII5, ST1.Z' MSTC28, MSTC40 MSTC52 L q Fit Ti�tit S, irs, r. 5 Straps 54 mil (16 Ig 3) 1 4 A__20 ASHP �3 ga, Truss Plate Flarl Fnats ro(inectol 11 12) SSBS518 XLSH3461414, XLSH78BI414 Bypass Framing Stiale-Clip S-Lrt Czemicutur #14-14 SLrong-Orivexi-SH ShrouldisiodSoli-cerakirl Tapping 7 HGT-2, I-IGT-3, HGr-4 Heavy Girder Tiedowri 10 NRTCEs FARTC711 ST8236 sitraps 66 mil: ( 14 no. Scrov.5 a, U17PIG-SIDS3. Universa I Fou rostion Plate 11 MT51 Z PAT Si Eli m7si 8i NITS-x MTS30, MTS24C, PATS30C Meoliurn-v.,stStra-ps 13 XQlSIOIS,XQiBID18-4K,XQIS1214,XQ181214-.S.S<,XQ76$1224,XQ78;12'-24---�K. *1C,16,412-14, and *12-24 Self -Drilling, o, URFP Universal Detroit Foundation Plate 12 SU-1,56, SOUI 81i -RIB2.06, S62 37, SJUl S`B2 06, S153 12r SJJL�`[01), SIB4.12, �aV428� SVDT.76, SU5,50 Top Flange �ost Hangela, FL#12Z30-R4 =14S1224, XQ114a1224-25K X0112S12'24� XQ11291224-2K, X3400115-EK, XiS1016, N1810164K� X181214. XIWA114-3 SK Tapping Scriew. < 13 9UA.2 -1210,_WBA2.12110. S�BA2 12112. SBA2.12jV� a�13,44.1811C, Trip-Earige JoistHargem 'R EroguSk Model, Iflum be[ 2r Nalitiff Praduct Deadripfion ZYUA4,1,N`V�5 '_-VBA418114 I Fr_HP Adfinsigivie Afirinni Ny incinciple 14 "Is 9HIA SAIDas, 8MCIll ril OB S1HD1 SS, SirHD1152I HumcAre Tie i-kildovil 2 3 GAC,GD,11, CUP10-50, GUIPlyl. 75� GIDPINT. 100� ijDPS, GIVV-50, GW 75, GW-100, GTH PDPA, POPA-K, PDPA- MG PDPAT, POPAT,K, PKIlit, P %VP, P�N)ihp,ljv. PDPAVIlitt- Gal, actioUlA fasteners arrild assomblert Powder *askrii < 16 G(H-_f8fl, StH SiHDU4, 3?HDLJ6, SJHDU9, VHDU1 I Hotdown� Pr)PKN_-Ml PSVI-3, PSVL..3 K, PO.DPA, P5CLOPA PTRH&I, MHA4 -actuated threaded stud--, a,,dr assenihiies __J 17 SUCT, _1VHJCT join: "an gets 4 S-T-313 A-3hssrve Anchor for concrete a_ SHEET NO. March 6, 2023 PA 1,3 A01111, - - I FIff -.3 1 , I I ___ - - I - - - I 1 .1 -T - - i _r I �. , I , 1 7 - _� 1-- ____T - - - - - - - - - I ____ I_ - SCOPE. Dtarving No1ED-5,570.0. titled ---�7tmd Sliding Glass Doi NOA t NIF, sheets 1 Water Resistance Test- penr li TALS 202-0,4 I. Notice of-A-cceptasice-No. 15-052&14 iisswed toVision ExtrusimLinited forther M M_ 0 This W10A is betugissued madiff the applicable vales M" re-gulatilosis goveining the use or cosistructionniaterials. Me through�2 I of 2 1 - p by rnamif�c=er_ d-atied. _-fWc 1 -viii revision A dated 4_ iam I - Ai InVact Test perFBC- T.AS 101-94 "INIkite Rigid PVC Exterior Extrusions for Windows and D oors7. dated 0S:I 1 1:�. > - be wed as.Nfaunt Dade Cowry a&d other asem where allm-edby tbe AuthontYHvi=JurisActtcu (.W) 6) Forceil E111A, TeistX FBC_ 1AS 20-1-94 2. Notice of Acceptance No. 16-0210.08 issitted to Vision Extrusion Landed Licit their "IT. Ln U, CIO This NOA shall not be valid after the expiration date stated below The Manxi-DadeCousin, ProdiscrControl, Secica B, TEST'S ali: ark -lip dral- - fi-la inyl sliduigglass dooritrepai 1000 Tan 202 and fighter, Shades (Nou-NAlke) Rigid PVC Eveilor Extrusions for C: i (In!%illiarni. Dade t"onary) andi ART(kareasother thanMarni Dade ClourayreserVe the right tio have firki Y Tes v report on 1) Uniform Static Air- Presistme Te st'', per FBC,TAS 202-94 No FTL 85 49. da tt! 1111 it 11, Indows, and Di! ors-. d xi 11:108,116, elm on l2!29,(_) product or-sriatiefiallf to p erfictrut in dre a C Cep r ecl SI pk (Testi repior, -viried 12, 4645 and, 3. Notice 01NAcce-varsce No, 1505281"� issueed to -Vision ExtruistiouLudited fbrillen sUspitad the use of such produlct or material within, their jurisdiction. RER resen. es. the -.16tio levoke this 3) Cyclic 'v Plesstur Load ing per FBC T-AS along with marked -up drai �wviaz and ingallation. diagram- of shiding dooL me. Of ed 6. 'Test report on 1; Air infift ration Test. per FBCTAS 202-94 2) Uniflaira Static Ak Presswe -1ti per FBC'. TAS 202-94 "Browit Coated ('Painted or Lanalhated)Nklite Rigid P`1'C`1,xtej-ior Extrusions for Windows and Doors". dated 0&1115cKpInn 930,49 Ono if is deterimned bylki)ade Counry Product Control Section iii 15 'to glass p _g acceptance. it that this product or material bv Fenestration Testin Lab. Inic., Test Report No. In 8 1 7: 1 S. si-oned, an 4 Notice of Acceptance No- 1,64712.02 issued to ENERGI Fenestlation ra-hrions; A- This product is approt-ed aS described herein andhas been dess ed k� ccI with the Florida Bujldis�g Codi scaled by Idahnis Ortegx P_ E_ (Test report revised on 0211,55!_16 and 02,214:16) 4_1 Large _Nfis-sile IiWact Test per FBCTAS 201-94 hic. fbT their T_A.N, 3040 and Lighter Shades (Non-N%Nte) Rigid PVC Exterior inc luding the M& Velocity Humcane Zow- DESCRIMONiqp -5-5- 2r, 0*1 1111A 'Siklitiff Glass Door (Reinforced) w!vtv 9CP & 1-15" corners -I _M lest report tin _Ak infiltrat imi Test.. per FB C - TAS 2-012 - T.kS 202-94 along with marked -up drati and insiallation diagrain of vinyl sliding glass dom prepared ErLtrusions for'" I- v. .04 EN -11--kS "Bronze APPROA-.ALL DOCUMEN-f Draviur gr No '_NID-5570 0 Rer B. titled `%7ti Sliding Glats Door NOA (12M)" sheer. 3i Water Resistqmce Test per FBC. 202-94 -601-94 bvFeneqrrtwnT iise Lab-&c.. Test Report No_YTL85,,-i aated 1-1,0415. aimed and lncfor their and Lighter Shades of Cap C oated Rigid PYC Exterior . 4) Largel e impact Tesi per FBC. S si�aled bsr I'dialir Ort M_ , P. E (3es t report re-�i5wl on 102, " 15 `2 01 1, 6) E xtrusions for"Judows and Dolors" dated 0915 il 6. expiring on 0*16,2 0 A, Lm Nfillierii RE. beating die C� ounly ps oduct Col atritil Re-vriion oa ;v idi th It Notice of 5) X"und �Nvssute'Loading per FIBCJAS, 203 7' Tesil relsort ols I Uniftanu Static Air, Jhessirfe Test per FBC,1 TAS 202-94 t SME IXEPACL i KAm- Ia ri an di -Stria R along with tstarke d -up draw mg aisd uistallation id iagram of %rinyl sliding glassi door., -paiw I pit t 0,I %ind Piessure Loadd= per FBC'iI`AS - biv Ferlesinasion Testing Lab. hicii. Test Report No, FTI 8546dated I I i I �15. signed and a 1 alomg,mi. ithniss-ked-up, &awings and installation diuserzan sliding, glass --door, prepared, T Test reports NoI 10-0)2-792(A), 10-0&2%405217535753-09- pff VSTNME-84_ 1, See table I (sheettD and table 2 (sheet�) forapphcable SGI) unit sizesdei pressures. reinforcements types. scaled by JdahnisOrte&tP_E. Jesi rVortri onOF0416 asa:1021111,2016) bv Fenestratiou'restI112 Lab. Inc.. Test Report No. FTL 6653S (sarWles A-1 thin A�21 dated P AST141) l9r2,9 and ASTNID-635. issued by EXOXTA to Vision Extrusion- f ar cellulosic glass types.uHnsi mble&B-1 & B-2- sheem -4) and anchor layout dii requirements in I I duu 16. 2. R4gid Whire FkTiC, Tan ('241on-white) Riod PVC audBroi coated (Pamted or lialusinated) white Rigid PVC to be 2) Unifibrul Static Air Pressure Test- per FBC. TAS 202-94 11,1910. siened and waled by, Jorge A- Canso- P E IS- tnined nuder.YOA X� 1.1� 010,704) composite z aL (Subm- nmder_,V0_-1Ai 11_46167�04j z labeled M referenced NNO-ks reqixtrettlent& 3) W"ater Resisi Test. M FBC. TAS 202-94 9 Test report on 1 -1 Aar Lnfiltration Test, per FBC - TAS 8- Notice of.kcceptance No- 14-016.11 isslii to Kuraray America.. Inc. for their Epr:ts,,operabledootstumtettupIN--viithniin ckar width or heqht per FBC requirement. as applicable. 4) Large 1 Impact TesT pef FBC_ IIAS 201-94 Undo= Sta 1C.Aff P-m-s-suse Test- m FBC. TAS 02�P S*utm 4,, Pocket walls under separarte approvat to be tevievvedby Isuilditm official 5) C`�clic Wmd Preswre Loading per FBC, TAS '103-94 Water Resistance Test- 202 9. Nouccof-kocep -weNo.16-111 �0 to na I issued * Kilian, y America, Inc- for. their LABELING Each usul shall bear a pennotient label with the manty&ctuirel"I's natm or III- city- state and series and fo ing County Product CosimcdAppicivied". noted herek-L 6� Forced Fawy estper FBC% i�s glass door. prep. ed 4 1mge Ailissile Inspact T6j, pe-s- FBC- TAS 2,01-94 LU IWN EAN"AL of thiaNOA shall be, cosside-ed afleta reviewal rivilicatiochas been filedand there has, beren no caestraticisTestiag Laii Inc., Test Rei No. I"T'L 85r, dated 12,('1415. sigried and E ri 'TS change in the applicab-lee buildim Code negati-mixaf &cting the pie rflorinauce of this product- TEMMMION-of this N"O-Awill occur after the expira6nvi date or if these has beena reiision ox change m the sea -led by Idalmis Ortega. P_ E "Tes i report relurmsedi on 0115%; 1, 16) 4- Test report on 1) An- lilif atrar-Lou Test, per, FBC'. TAS 21 along, with nsafked-up diawirigs wid histallationd tasissan of viuyl slidni g-assdtsonpiepared by Fenestration Testing Labi, Inc _ Test Report NofTL 6337 (sans;4es A. I thrls A-5)7 dated 1, Statensent- letter ofconfonnarice wirhFB(L1'_.�%hEdftiOu 14) C: Ed issued bvtnanufacturer. dated 0&14.117, signed S: seated by L_ Milli P-E. materisils, use. andiii" tuarsufactureof the! ptoductor p-m-c-ess- _Nkfiste ofliisNOAasaneu&tsementofaqyp:roduc, 2) Uniform Static Air Pressure Test, per FBC_ T_kS .202 -94 1206,40. signed andwled by Jorge A. Canso, P. E. 60hatined anderNO-4 A-& 11- Statement letter of no firtancial irrtereg-_ daved 044& 17. tisued by numfacttirer. signed mi for sales. ach-ertisiag of W otbft-puq>c*es sba autonsatic ally terminate this NOA_ to coomlywith atty 3'1'%,'atcr- Resistance Test, per FBC TAS 202% 4 9 01010.9, & sealed h-v Lynn Miller, PE. section of thk NOAihallbe cause for*nminationandienziNKOk 4 - -. Large inipact Tel per FBC- T �-i 2V -1 -94 3. Len-e. of lab costiptiance. pan of the abow test reports. -ADvERTisE_mE_-,i 11-h-ee NOAnumber preceded-0sr the words.Maini-Da4k Coucay- Florida. anil followed tvv tbie 5) CyThc Wind Pressure Loading per FBCT1 AS 203-94 CALCV LATION--Z 4RER. Test Pirstiosal N -0381 expiration dw maybe displayedia ad%wksing literature. if anypostionof the NOAis &splayed. then it shall be 6) Forced Entry Test, I Anchor ver if ication cakulattions and structural anahirsis comp lying with C _01 14- done in its entireni allong with marked -up, drawings arid iristallition diagram of virryl sliding glass door. 0_3 0 11 G. OrEIER LNSPE CTION. A. r opy eft li - ets fire N 0A sin 1,1, be pro irde 4 to die it set by the marmiamie �r ax its distribu t ors and by-Fentstration Testing Lab- ftsc.,Jest Repoa No. Fn 834& dated 11:1041]5. si ised, arid 5 " I N o, tire of AccTm t arsce No, 15 -1210 .0 1 � issued to Pi I ndWhes f of = their Sericms Expiradonflaret April �zpir2fioullatc April 14-20'.6 Expir2tion Date. April 14. 1 .02 .6 AFT Approval Date-, -Nb- rch 2;.:O:l Approval Date: _XLreh UZ. 2.6.21 PGT lndusu_III Inc. CGI Windows and Doors. Inc. PGT IndussIT'les. Inc. A. DRAIN"INGS L Dyawaiai No.'AfD5570,,j0 ReI B. (itled'-Vinyl Sliding Glass Door NOA (Ulvf��'_ sheets 1190 LG_ Durability-N-o Foi (Subudired widerprevions NOA.Voi, 13-040963) 1. Draw* No. Afft_�;70.0 Re), B, 11t Sliding GlaLsis Door NOA sheets I 04/2210. b-y A- Lymn Nfiller, PT. 6. Pail ASTNI C518 Theraul, Conductivity 2-2-1 B-1-T-in-, through 21 of 21. picparedby inanufacturer- dated 1&1105 15 and last revised om 0�011'2 L k* signed and seated Quianex 12glase complying. with Note- This revnsiou consisis rerflac-t-rucat of Same emstsing installation scmv- with flat head- itted n der V0_4 A7o. 09. 0 5). L Test reports on- 1) Ak Isifflitation- Test. per FBCTAS 202�94 (Subw it .15-04 Unifbnn Static Air Presstwe Test. Loading per FBC. TA Si 201-02 Vision Extrusions- Ltd.- Parts complying with PNTC%�� 303-13- Volimlary Specification B TESTS irpvesscvftati��ic nans "listed below and tested toqualify Dowsil 7 -1 andDowisil 98�3 silicones- t ri itted raider _Y0.4.Vo_ li-0409.05) prep,ared stration Testing Labotatory. Inc.. Test Reports No-: Fene 9- -A-4,NIA 303-13. N- nary Specification for Rigand PL AL FTL�78917. PGT PW5520 PVC Fixed Window (unit 6 in pDpi dated 09,`031,14 Profiles for V=n Extitisions. Ltd,-VEX-1 by Fenestration F-menor Profne 1 R C/) M-20-210 J. PGT SGD780 Alumismain Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Proomil 2107.2" PGT CA740 Alum Outswing, Casement Window (unit 8 in proposal) FTL-20m- 10, N E _%1,kTERIA.L CERTIF CATIONS 21073� Pi PIN7620A Alumin-urn Fixed Window (unit 9 in proposari and FTL-20-210iii their -,Tau .1040 & lightshade (nou-white) NN-Wte Rigid li Exrejior E-wasiaivs for 1- Notice of Acceptance Ncl. 10-0305.0-1 issued to Kuraray America, hkc, fortheir 4 > PGT PW7620A Alurmhurn Fixed Waidaw Ount 10 in prioposal)l, datmed 0713 0. all signed NXindovvis and Doors—. e_xpiring on 02:04 "Trosifoll Ulurackaj, Clearp and Color PI-B Glass"Iriterlayers'-. expulnlz on 0 7 08.24.. JUL M3 and seated by fidalinis OrtegaP_E 11, Notice of Acceptance No. 18-0122.02 issued toE,iiergi Fenestration Sohition. T,,JSAInc., fix 4 sr Notice issired toKusI Amfi-ird', lrk.C, ft, (Ji L kru_-bor vieffication cakulations structural analy!sis- FBC 7, 11 uft - i and complying 1vitil 12. IiZorice of Acceptance No 20-0203fi.l issued to Enemi Fenestration Solution, USA, lncfbt X C oared I'llainted ot, Laulinated) NN'like Rig , P C Fite r Extrilisions for Windows gid Edition (2020). dated 0+212 0, prepared 'by alanufacinner- silaled and sealed by their --Br,ouze & light chade cap coated White, Rigid PN-C Extedor Extinsions for and Doorse. on 09,30 '24, YReview Amthonvl.Nmn Nfiller, RE with ASTXf E1300-04.-09. -16, Wuldwins and D on 04, � 162 5, 4 Notice of Accept aulce ]NO- 18-1106, 11 Issited to Vision Extnisious Litinted for d-eir series Virtual Review Assist, In ano a r ed -12 and Plans completed FSTATENIL-ENTS Extrusions for Windows and Doors'-_ expi an 12 --'G 21 for compliance with the 2020 F by Debra An Idiami-Dade Department of Regulatot), and Economic Resources I L Statement letter of conforismice to FB(_ 76 Edition (20201, dated 04.,221.1-0. issued Ov - manuffacivrer, signed and, scaled by Anthony L-mnIN - 113-EE I E. __NLkTERIAL CERTUICATIONS 2. Statement letter of wa filsin-rcial interest and of indepeaddellL issued by inanufactuset, dated 1, Statement letter of conknrisance to fB(- -'I EdiTionL dated 02,01,211. issued by (D .1.1 Notice of Accip, lance No, In-030.02 tssited to'Kartarav Amerilra.1r) c. for their 04,18120, signed and scaled LivariNfililler., Ili siarled and sealed bi'l ,Anthons- LIimnlklilleri P.E. 00 Notice of" Acceptance No. 11080$02 issuedto Kiwauay America, Inc,. for their both cornpanks. G. OTHERS 3- Notice of Acceptance No. 19-1106.10 'issued to Vsm Extrusions Lowed for their -Brown Coated (Painted or Laminated) II Rigid PVC Extedor Extrusions L This NOArevises NOA' 1--0420.06 f_,`PVTw.'CGl) and updates toFBC 2020 (71hEdition). G. OTHERS empiiring 04+21121 L Ibis NOA reNisess & renews -N'OA* 20-04MID-4 W'CGfj, ex 4N Acceptance No 1984 106.11 Vision CIO of islased to F_xtrusions Limited for their 04,114C 1. series �'NE 1000 Tan 2022 and lighter shades (Non-Allike) Rigid Cellular PA-C Exterior Extmsions for Windavir-s and, Doors"'. expiring, on 11`2 PY2 1, LL < (D NO, I ISHEET PA 1.4 '--- -o > MIAMM NIJAMI-DADE COUNTY 0 k- (D 0- 0 0 PRODUCT CONTROL SFCTJQN DEPART'liffsN I" )FR W U LATORY Civist-Crete II 1� �c Cast -Crete US-4i, LLC f"tst -C'rete IJSA3 1,1,11C C:L -0 CL AN D ssXXISION11 Cl� R E SOURC C S i REm I I ito-M RoWn 2(W BOARD AND CODE AlY=N1INJS`fR,'kTJON DINT"'RON F.It,�r�&,111175_`)'-rj a. -2590 1'(786015-2599 1 ('-6)315 NOT111i" OF AC�CEPT_LkN CE: EVIDENCE Stllil,�`11'111� I Jr NOTICE OF ACCEPTANCE- EVIDENCE SI'RAI ITTED NOTICE OF ACCEPTANCE: EVIDENCX S111I HT" 'E C/) NMICE OF ACCEPTANCE (NOA) M Cast -Crete USA. LLC 1. EVJDENCE SUBIN11ITT J NDER, PREVIOUS APPROV,,k] , #03-06105,04 3. EVI DENCE SUBMITTED I SIDER PREVIOUS APPROVAI, 0 121-0201112 51 EVIDENCE SUBNAITTED UNDER PRt,,'NTIOUS,�%l�lli'RO,)�l',A,l� 4 14-090103 0 6.324 County Road 579 . A. DW�WINGS A. DRAWINGS 0 C-) Serfacr, Flo rida 33584 L Draa,ing No. FD4612, nth,,,d'71reCr.i.t,i and PrestressedLinfel Deueils"� I q/ f, -46 1", 1 46 12, filled "Precast and Priestressed Lane! Detulds",sheet I nee Drawing 2va FD401-Z titled "Trecasi and Prestressed Lintel Details " sheet I rl' 0 Lj_ M pr II cired by Crcikgg Ptirrino, P� E_ nki its I IV& rch -1 4� 2003 and Drylvi � i A�) I 1 1 ealcd A -) �C Wk Parrinte ing No- 1, tee,ciehItV bYi� Cri t, 11 L dated � ldreh '?4� 73 and Drmw LT461.2, Wind 'Casvt,��tvte 4 0 M -b > U) Scol,le. le's , SMY A 1 11, let) - E' 1,61 fat le-11301. prejwriii 1�� Lo '-dilep" sheets 1 L? '46 J, 27. titlp� I "C".-ist-Crete 4 e"t " d- 1 1, it tie.,' Na act I a Lintel iii Load 7'ables", sheats I through 3 q13,, last re vkiion dativio'06,1121i.14 all 0 (D I - This N(_.)A is being issuedunder the applicable nfles and regulations governing the use ot construction materials. 0,isig Parrino, R1,., da-ted 14farch 24, 2003�, lail revish �n Lii duieii April 2A�� 2003 both 1121,f,�Wlf J �)r oy crevii Parrueo:1 P E., deried1larch 24. 2003. last pnet- a -init, PX p- repared, Y igned and s eale d bj Craig Parr on 9114, cr, The doctimentation subtained has been reviewed ard amcqned be,, Miarni-Dade County RER- Product Control sealed 1�y Craig Parrino, P.K clatee At allsis-ned cited se ed by- raig I ino, T P_ 0j17 i arch 11 2008, M < Section fis be usied in Mcsird DitdoiCounty � and Ober areas whurcallo-w-ed by t1w, Authority Having Jurisdiction - R. TESTS -.0 - C/) (AIIJ,)� 1111 1 1 SIT S 22, 2012. L on.flimurcel testiorg on 4 6 " & 12 Lintels fiifled and 1. None. This N(�XN shi�dl noi: be vaiiii after the exiiration date stated beloi The N[h1ino- Dade ("'.1ounty Product Control Section i, In Main i J)ade CiLlob 0andelor the AHJ (hi areas other than Miaren I)ade Caunty' reserve the,dght to have tie?1Yl(v0,1ode1,s, -_94, pr d ;J M E-,� 29 Nuare -(3 h ALyethed Research Laboreilories, Report Nb. 3040,11, hat d 04/10: 7 szgiei�ainf & TESTS j No me- C. CALCUU_XTIONS 1, Calculai � sfior Casr-Crete Linichr dared 08,1' 9/20141,pat ion I !,es 14, '01 through 14,236. th.is pyciviuct or inaledal tested for qualay assurance purposes. If this product or Inatelidal fails it) perform in tile eaded h p Christrwis-v L Haenun- P�E� C. C,81,CULATIONS pereparedby Craig Parrhic,, RE, C"Pen ParrarnP.E. g accepted manner, the inantefacturer wifl incur the ex ense of such testing and the AID aia�, itlinsediately revek P -) �e moi or suspend the usitr of sud-t pnxtuict ea�, material =tvithin ibeiriurisdietiose, Xt:"R reserves flie rii-la to revoke this a=_ptance, if it is citterneined by N-ifianii-Dade Court i� f1rieduct Control Secbi)n that this product ser unateriid CALCI FLATIONS - 1. Calculafi Pviijibtr Case-(' eee Lna,�,i d4ted 0519f 207 -t I hy f _�n rig 1), QIJ,kLI i&SSURANCE TV 11 Q��AIJTY ASSURANCE , van iCjf� Cont artment of Rqgrdatory and Econcnific Re 'r ty 41 fi�, _1,)C -7 S10jaILv,V ( LE S try Dep, fails to meet the requirenscuts of the applicable building code� Parrum, .0 E_ signed and,wuled!? y Crai�z Pari R _-E - L B 34aani-Dade Couniv De. encini q Permitting, Enviran-went, -and Reguhnory �4flnirv, 2� Ciakidations for Casf-Cre,,Ie Linfely, dated 05i�,2 9/03. 14 0 pagov, Plvy?ared raig E. MATERIAL CURTIFICArTIONS Ibis prici is approved as descrihed herein. and has beeil designed to cornply with the High Velocity flurricarw I Parrincr RE, signed and sealed ln; ("'raig Parrino, PJ_�, E� MATERLLkL CERTIFICATIOINS Zone �of the rJorida Buildin-, Co& DESCRIP'lJON.. ( Cast -Crete ) 4", 6" & 12" High St reng(b Precast and Prestressed Concrete Lintels FX NIXI'ERLit, L CERTIFICATION- F. OTHER APPROVAI, I)MUNII DraNving, No. FD4612. titled "Pi -cost and Prestressed Lintel ]Dctails"� sheet I of 1, 1, Qfudi�y Cast -Crete Pri,,casi Lintels revised on _kfay 1, F. OT1I I. Letter '�inn Dig j . Cast -Crete I.4SA, Inci_ dated 08/19i-2014, signed rind sealed by Cr ' z preparcel by ("'raig Parr[no, li dated March 1-4,2003 and DrawingNo. I-T4612, titled "Cast-Cretc 4", 6" & 12" 1� Letter fiotee I( . teis,!� t" "rele, ('..-OP rporatif a?, dined ]"e,brucar v 03, 20 1 sf�ncd and sealed Parrino, P,F-,. the Florida Boilding Ciide. .2)0l If Edytio?z I_� inud Safe Load Tables", slim -is i through 3 ) of 3, prepared by Craig Parrino, P E, dated'Marcb '44, 2 003, last 2. Ctaalif i''System Alannal.for Prestres,,,,� ed Proctd,u,! is dated 2 (902. -hridc ode ble C'� in ciet 1, ? j fififilding C. 2010 revision daicii �2,2014, ill signed and sealed by Craig Parfino., P.E., on Janturry 22,2019, all bearing the Miiinvi. I'Xide Cc�iir ty, "rc docr Corftrie!il Kevri R I i ision starnpwith the'Notice ofAcceptance muriber and the expiration JN - I E -.0320.09 1., EA111 SIJI 1 1,117 ED UNI) RPREVIOUS APPROVAL # 08 EI, iej n 6, EVIDENCE, STUTBINUTTED UNDER PREVIOLS APPROVAL #17-1182 LIS A. DRAWIN( ' ;S date by the Nilikuni-Dride Connty Product Control Section. A, DRANVINGS �C 1�'.VIDENCE SUBMITTIA) UNDER PREVIOUS AJIPRO`%�'.A�L 4 13-0321.07 Ali z MISSILE 11-111�4CT KATING: Large and Small'ANissilefinpact Resistant I -tavin" I'D461-T tif It ef-ast and Presives,sed Lintel Liener1r,ji, s , Iteel 11 q/ 1 S DRAWINGS LABELING: Each,hntel shall bew- al pernianent Ia:bel %Ivifil the irranufactiner's raune or logo and the _.Isfiami-Dade Prc , ocirc-1 h-v Cricng Pan -in P� IF dated t1am' -14, 200j anzi Drrwhreg Ne; LT46 I 2� fided ' I Aitpne. 11 T FS " 1 '1,3 County logo� I n j_( elvi 3 L,,f r r, 1) � , = - I'Cusl-Crete 41", 611 & 12" Linivil 1111 1, Load Trhii Me hv (',"raig Parrino, P.E, 2003-1cm rriision dafedXkjrc.-�h 11, 26)0s:,�, 13. 14"STS 1. Mone. RENEWALof NOA this shall afteT a rmc�Nzd applicattion ties been filed and therehas been no C. CALCULATIONS change in the applicable building cade octalfi'vely affecting the performance of this product, R. TESTS 1, TERMINATION of this NOA Nvill oCearafter the expiration date or if there has been a revision or change in [he e L To I ' E, materials.. use- ari procluct or Process, Misisse of this N'OA as an codorsenient ofany iiae_JU fiscj�jira of tile 1. pVoi7er C� CALCUL!ItTIONS Je- A`4)nc, D. QUALIT 'RANCE VASSU C. CALCUUATIONS 'Re Dreduct, for sales- adeperti -girl it i ir my other purposesshall ainomalicidly terniffiate thisIs0A.. Failure to ci)mplywifll I Its ktiorrILDade Couty); Depsirtmens q/ endi and (RER' an section nckthis NOA shallbe cause for tcrinination and removal of'NCIA- L N () n e M Qt�MXIA' A,YS'L��R_ANCE A�DVERTISEMF,N'17: The, NOA number preceded by the words NNIianii-Dade C4.-nnity, Florida, and fedIoNved by D. QUALITVASSURkNCE 4)at, 'fTaon-L n npjg e d aory and Ecrwoinic Pesource v N7 i flvAhami l rm ?eg7 e" I,. NtATERIA1, CERTIFICATIONS the expiration date rias, he cfisplaved in advertising literature. If anvF portion of the INCA is dhilbayed, then hr shall .-Dade Cenitn4? Building Co& C inplu-mcT QtIke. 1, Be Afiapri 0 -he done in its entiresy� A E. MATERIA 1, F RTI F1 C ATIO NS F. fYIJIER INSPECTION: A copy of this entire NOA shall be provided tothe user by the manul'acturer orits distribUt0ri; and I,. C EWFIFICAT IONS Coteq)laance Letter with the Florida Building, Cink, 201' Edition iNsticdbv(','0Nc shall be available for inspection at thejob site at the request of the Building Official. .J&/l 7 Crete, (i InL. dated 081( signed& sinaled oi., Creng Parrince, P E rhis NOA revises NOA # 19-0150.14 and consist,,-, of this page I,, evidence submitted pages E- I, E-2, E-3, E-4 and jyL. A J, te U E-5 ws well as approval document. mentioned above. ", 11 elm M �4. Delary A. Ninkar, P-Ei, MS. . . . ............. .. .. . ............ . "I"hesubmitted documentation was revieNvi by Nifaka r, P'. E., M.S. He jil,iili. Pro, ("Aurtro i Section Supervisin- Product c'ootrol Seetion Supervisor leimy A. Maharl P.E". AII& kid: 06A Product Control Section is o r NOA No. 2G-0630.15 P408'No. 2t) 15 N0ANj_ 20 -063 0.14, 20_063 NOA Nrt� Oi-15 IZKEM�T5 =U� Expiration Date. 09/1112023 Expiration Date: ahifl 1 /21023 Expir2tion Dole� 091411'2023 Expiration Date: 09ft 1/2023 Approval Date: 08120/2020 Approvall)ate� 08,111210,11120210 Approval DaiI 08/2012020 Approval Date. 08420/2020 Page I E-2 E - 3 Cast -Crete US,,I LLC NOTICE OF ACCEPTANCE: EVIDENCE SCByIITTEl) T NOIrIliCE OF ACC.1;IPTANCE, 11�'VIDENTCE S1j_BJN4f`l1TED .. ....... ..... '7� ENJI)ENCE SUBMITTED UNDER PREVIOUS.,kPPROV,,1kL,4 18-0424.04 9� NEW EVIDENCE SUBMITTED DRAWENGS A� DRAWING'S 'TESTS C. CAL(I JJLATlf)NS C� CALCTILATIONS 1, Aillone, 'I), QL;ALITY ASSURANCE M QUALITY ASSURANCE 1. By kliand-Dadc-1, Couniv) Departmeni q)" leegulauny eved Econoinic 1?esourc-es T fi L Bv Aframi-Dade Couniti, o/ RelL11idaton, and' Econoi Re sources e R Ek,, E. �NIATERJ.,,Liif, CER7'IFICATIONS E. MATERIAL CERTIFICA'I"JONS I. None, K OTNEIZ L (7 IteyVionc ei� the,iii'lorida Building 7 0 Code, 201 Editiovi, issued hj� Cost- Fl. 01"If ER -1,s issued lu.; Cast— 1 , U) Creiiie f,45w,l, Inc-, daled 08/(Mil' s �gncd & sealeid bv 'raig Parrilm, P K Cre're 1,1!111S�4, Ine" dated`0&`08/1 7, s�gnvd stealed4fi Parrino, P,E 8. EVIDENCE SUDAJITTEB tJNDER PREVIOUS ,-WPROVj%,,I,, 4 19-0130,A4 2. fr"oyq)honire�,, Lelti:?r- with the I, lorida Building 2020 issued hy Cast- Crete b`&4, [tic., dide,t) 06/1 A tp, sign e- & sealed hv Cra Pirtrrhi(�I, P, h,, Co > A. DRAWINGS 0 J� Drawing JM)� FD4612, thled Yrvc�,x.o and Prestressed L intel Z)(naits, ", shcei 1 of JUL 14 2023 > I - prepared ky Craig Parrino, P. k,` 1, dated k1eirch 24, 2003 and Dit-aliing �NJ*o_ L74612, filled "Cast -Crete 4 ", 6" 6- 12 " Allisead,�qfe Load Tables ", sheels I 0 inreI _13 cy'J, jr�reparcd bY Craig Parrino, RE., datedMarch 24, 2003, hist 12, 2(04, all sizned andsietaled bY Cra�,- Parrinno. on Virtual Review Assist, ,Acievieny 22� 2019, plans Review Completed all . aP tp , . . ,, 7 I for compliance with the 2020 1`130th 13. TESTS x. by Debra Anne Klahr PX23 Ami 0 L_ C. CALCUJATIONS CL L None. (3) (All 11 Qt.'LALrrY ASSTURANCE .11 T�j,, -XIiand-Dade otaity Department of Reapil.-voi and Economic Resources (T?Lfl'. (Z E_ Nit A`lI L CERTIFICATIONS CL F� OTBER onvershni ficrt, zi nittir?e change ,, 'd Ae '7, NJ �41, 1d, i'' I � � I I i �, , � if i ef i n, " -�i- -d� k A 1� , Ii� io-k a r, P-, E -�Yl. S. fletiny A. Makar, P.E., AtLS. < (D Product Control Section Supervisor Prodiiiia Control Section Supervisor NOA No. 2,0-0630.15 NrANo. 20-0630.15 Expiration Date: 04111/2023 EXIAration Dale. 091ll �/2023 Approvitl Date, 08/20/2020 Approt,al I)ate: 08,'2012024) __j E - �41 E - 5 SHEET NO. March 6, 2023 PA 1,5 E . ��- -0 I Tir, - � I I L i E C 0 1.1"I'll,ir; - z ... . �]_\ TILLIT "1'0-'S'TIAW. R E,VC-J,wJc-:ERiMrs C"�OPOIFtrA-NY ��i,T��,k rill -LIT ' M., F F L -" - - �� - -__"""'""" ""-"---' " " " "" L - - - - ---- --- - ---I--- r fijlb-_�[Fl LLO On rL, Oz. rg�li - - - �Tt � , T � --_ OFILL'I T E, P RQMI -E VAL-WATION-Itiff!Q" .. REPORT Ill 20-0728.01 DATE, Jury 28,2020 PRODUCT CATEGFOI Shualers PRODUCT SU&CATEGORI Storm panials PRODUCT NAME. 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: 01*41-proulm#Qn-prodOans-11.41. 46W S.sil 51 Street Davis, 1gordo33314 It RQM0,SE_QFF_VALU.ATr0N, This is a Product Evaluation Report issued by Walter A- Tiffit, Jr,, P.E. (,System ID# 006)p.3 the Global Protection Products, LLC, Put* Chapter No- 61:G20-3, Method LID Of the Florida Department of Business and Prokssional Rogulation. This product is saing Issued an Evaluation Report as described heresirl and has been verified bir carnpliance In accordance irrith the 2020 Sevieni h Edition of the Florida Suilding Godei and to verify that Ole Product Is for the purpose Mendeal at least equiviFiTtent to tilhi required by this Code, . Tbi Pilmduct EvsJuAtion Report Shall be subject to review and revision In case of a Su'llding Code &anqe that rnay effect Us linviParons and conditions . _ 2F.F 10-E-NIZIEMMITTED; . 1.1. FRQQ`UCT.E3tALD"0N DOOCUMENT (P.,E-D-li; Drawing No. 20-176, Idled ILI GAGE GALVANIZED STEEL STORM PAN'EL'5F sheets I thin 26 of 26 prepared by'rifteco, mor � signed and sea, ld � le - by Walter A. Tipit, Jr., P E� -T dated 07/�28IT2020. This drawing Is an integral part qil� tp, Is F "Tinsf I rilin Evalustion Report t N, ,'- A ,'� Iff" �iITch %�tell ��,,, `1 - - , , OF il�,,;t Edy"-,!�� '. , = :-., \r, - -, N 1� , 11111 III L �� - - � - i r - F e % � �I, � Tr-_ - - -Te. " � - � - � - - I - , , . � � �, , � '_ "Ft � �:,! I A -, , 40144167 1� z - - .; - ,,, ij ;, * � ; _�,',, --ati, I I 9,11 , Ali, �, + 9 __ - 14i I- - � 9 - .. _.-Ir � . ..... rin,11 I I I � 1p.,� % I I , C Z , " �, TO - 1'� I " s� -il s, T<-, _.� Tj Ti I T, "' r ' � - A a TdF - � _ : _- , . L r,,, Tdk S, - . I - o T NO 63�t,5 N�Al 361h',,do�O�i(. Suite 305, lrliund� Florela33146 � Fausil l 505) 8771-15_�'o -1TQ';,�Piy-�f-OE^, "1011 , � llafjj,04�ntltnin 1 1 E910D-U-CI-E. V 141 I: Q I "t 1P PQ_KL2t�L_1se,_z LI 2 2 s Fi .TEt1ET1t,FP()RTSi - - Larlile dIMSAIT iMPRIGI arg. lailgrue foad Iern ,Nerlt, verforinLol urildf!r t"IrcillocnilL '�',os , 'a I - ;I � 201 v 20i as per section 1626 of Ill Flodda Builaing Cotl'l I�jr�omrfilavcfrla,l� as per Tall 202 Protic�cl Test r-oorts Prepilmd by r`fWnCarle Lng,io�,orjnq I& Teirtling, fri Reports # 96-ii dated 08J091411,496, #gfi-570 naited 0gj`j$,F,liGiylit, #or, ,rdo ,W-t-A o6tdoi,ligam all three signed and sealed by teactor li Medirnf� ;Eoas Friti Laboretl lil rare i's 2't 2i darad 01_2161-119ds iTind. Pl,, it _ trabor Tas . 41 - . . - Fif 2 I 2 6 � It a f e d I I A_ A' " 11 9 9 8 in � in a s 1 � old ',T y 5- _T b V- r -, f ) IE -a On o I a - P F i _�- a n a R e D o r t � I t i r) � ol 41 91ol -d 0, r Ganer islaric! i 4, 2009, dif g red and salialife by Earil inda, Largaespzela, P E Ll Henry Hztri�rri, P.Er ti , '' - - I arlokil io if TooTtift t4il, P( rA � I 9 7 1,T � 1'r. no dllrsqllf.�,r�a I � Lic,,dauird 110arch 11'k. 2000, r , . , b 1) ,,r tFil r �r I ,I � - r � � , c soined ond , noted by Frank lF.Trate, Fl� E, 2ULSTRUC"ItURAL ENGTNEERIN N ... f%�AJACQLAPTQ: $� (hr 20 Gago'sar"androd shosl 'S.til F"alinni tT,,r- rtrai�,imutn paral !,-,Tritdh%'s� desisn � Teind load, as Orl as mAdmuirrauritior sftacjn,� ,is, deTnprt Tstind ic�0 oritf pand; length based no rannal ami GorneaT aid It ft uIlTely ; ��s F a i"'d In aCCIN J 8 in 1."c With -t;c; u. ��,!��,l�i�!�:i��att�3n,,�,;!�ri��,,�are�dl�i!�'�'i�:��5c�i�,i,�i-vL� , iior�1616c�f,thaF],)ndaF3,ti��i�iigCodL Y I dated 11II17111,09 and OaOI12JIc, effiried and suallen! ,by VIWI�;l��!e��,i��ii,,'Td��l�,,,�r,,I P.E, !_MJSSILl fill PA�-,- " H *_"rA9Q_E_'. Mil = ` 5 � 2-idens, 0 lorpact under stactilon 1628T:xl rlmn Flici 1:��,iiii�ii��lI��,i,g,'�;c�i,,�cA, as potT= d -201 Prowirai all MOND LOAM RIij !A-Nill ; . 20 Gage Galvanizod Steqf Sionn Panel has boanvenfli-ed to slrjsmi� WIt"T9 . __ E - preusurds, Mayjrn�rimparmit Is. - It Shall be as Indicated son. silrel � �'s� �1 Fl- !O:'r A IR Iq L ,,- __ 3 . k Z -- - - a - ", 4i _ add 20 of 2IN of Product Evaluation Dis"Aiment rP.E.D.), drawing HOT- 20-175 I'Fii m urn Anchil Spacingsiddift be as inca.aleA on sheets 2., 9 I! 0, 11, 141 15�, 17, i1B. 19, W 25 and 26 oil' 26, ii)f ProdLict Evaluation Doci.insent (PxE�Dj� � drsamnid No. 20-17TE, 5-Jf IALLAMICIR- installadon ilhratl be porfornind striclil/ nt aecurdnr,T�_,Tl .0h,jetill irid-irated CIA --hatirld 3 thru " rj,�',r' IFT I , _Z,�,� 1"I 24 ,='3rn�* �,(), l .) ofL 2 t" , s, , " Fef,F�Iljr .�, _ U, ,T __ - I _" t in it udl� Int - - I I I n i`),rxun1L � � � � P.2 .O�), kltaltr�ri No, 201- 176, filinitnuirin nuparlsl tor,�au:E,stiinii t,>e as "milir-a-ted on shel fil -I 21i 9"d 28 ,---If 26 n, P'Todunif Evaluiiof,"rt E),xi'mir . 4 r . E, , D � . F d TiasFari N as S iy�'l 76 4 i � "llin 0 ITI 'I I, 11 I ,I - � , fil IT T, t " TIT, � 'T" , 0 A � t,� ' , L 'rin ,I 11 4, "i- � � T .",, III Tii�,;�,r� .,-',� " I , f, Fil"I'l - q� L�n% L , i � 1. , " 1, LOI - I �, , - �� V-, J� -,�, " % I I � I Z� , � I. I , i':zi.�Fl j, � ,- q� � - - ,A ,� �, " - - - . _� , L KC. A, � 7 o !t T ,� S I - � ___ � 2 I __ - :1 = - -__ i = � � � zi - C �*- Ir I � ,-r , . - � -1 "O � - , F I �� .I,)'. S TATE QF Xi,`Z -�----�----�---��-,,"J��.,.�,-�--..'�'��",4r� S, , �, X'! __ - r! it, , - - _-_ ,-el _IFNIT� ,'-',I- A, �e �-- � _i,,i%� , o. ,!��. - - `_ C*_� - � - ,, red � � - , I iiii-I'Ellil I I �_Odmi._%Mll I Ii Forest villecriM : a �bk%t�5&iImgul!.�Nill�L.�k a i) IT, T'At;z ,I- -4-J:, , i, _- CP �tyt,,,,, " I -, �ANlr�. ,- "�71 : ,,I .- ,,,,, L I, , I 54 T I :,4:: F11F,:'I 1.1;ll - - � � ,: _� I , " L' � Fl VTn_rWt WALL loxtitirli, T� ,� tntt, Vitti*.� --, RiTi 4,I: I fl�Tnlill,OiL ti "ItCTIl I � ITIFITTOOT �i� I �ml t! I FT ;I � 1 !I'! � I: ,:::T I Td: OTTITI NOlInuki :1 I D� l'it, I VERII IN;, rtw rm,-sl r., 1 1 1: il� L I � � I :i! �!:TFIII A,T!�$Llli 51.a l3f It, ti-MONI ill TO I �i: le� fig Ti 21 II t: �rjlll 1�11 IF I l�': lt 1� 1 14��CICIIFLI 1, , 11 VOTTL110 1:111t llll� ,10*rttl 1TWO111tilhOl, IMMIX tc) X_QrL'5rr*_4__1!qLD lm,,�, V.Li;.LeC,�',V��A�r�, I, ,� 1,:;_- - 1� I ,, rC ll� - � , ii I T! litill-ItItil lh�q 11VIT ,12 - - - r ,-, TTFF "g,""r __ � I'l.n-if -f - lill,r . I TF-11 1 �,,Ft: - ,al � , V V ; - * ,T,Mj� , I, - [ �', tl;-c�,Lt, jFAL,jn`M As ,Ar,Tj,1,1:jI.tT It I "11W �� ' r I FIFIIH:OK:O;� N042te, � �� 7� - �7tl; wil �F ltlslk�lii AAa �:� � I - I � !� ' I , IT L' ItFT ,.FI,I �L - -Oi I , H-1 AWt 11"O"'r ID �Nl POTOLNIOTIT .Lj, tNUXT,Tti� ITT, lF,,tttMt 14ATE: III Ill: il '.OlTTI1:T1:!lFtTT: ntnnt::,�:t � . % ' I, � ; '� � '� � r ,,: : l, 'i I,, 't'll, ,F�llj: TiTtIFF11i I - Olt tt', , , � ,,, I �tzl FW 11A.'T'll [ , A �_ i--T , T _ L � 'F ' I . r - LAG SZAilnl� i'� - '� ;_;�r - , - r I F'Ilid jil ::IF 'i � , ,11 - � r1rt , , 1 " I fil:T Op I TTLI I F � - � 5 :1 �, FF 7, - *1� q - I Ili . I w� lt�! Tr,In_--,FIl �-, ,,�,Ir,al pr�.' .,A --InNT ii U-T , : OF nTT: i F Td , I :, c - . ,; T�� 5,:, "M � I�I:: ::: lti::� it:Y, r l� : - F_ , [; , 1 I I t V � ' y �h I� -3N �_I,rll ,i 4TFTT,-zVtA� L-3 �= - - - . - � , ,",il-il ntl 'ETTIC"ITAItt. 'i ,�f - 'i, 4jn:tt,011� r �.atrl in:7 ��!I�! P I"EtiliT, tl: ,!, ,,� �:t _l r"q�j , , I I I ,::I " nT it,li 1,1 ,I ,I I'llin :1 nFu Ti -I s ,IT lopt"R �a t � ]il I 'L� Al E� ,.y'l �� .,j Li 1'.",rr ::,,,I: , "Id I th I I� Ii I'K I, III, " T 1 ", !:, Tlil�i PAITE-1--i �Tmli J, �,Ilnotnliq� 'I ii I'l'i'll! I'T jl;�P�j I 1111,!1:11T, 1,11 III lip T!t: 1,1 In Tilinnili, 111�OITICFI CITT .1FITOT, 7 111TIT111, 'I , I�F, IS, I 1. I 1.1 IT Il III �� ,� O,,Tl p_lOOLAi lLT*,-�1nFAOe,, g; tx.� s"'FrIN ',l N; TITI>:� T I ,TO ,t 1 TI,O I 11111 10, ITO 111IIIIII:,11,1111ilt IN ��TFL�,TTIFTTI:� FiTill 1:,O': ,,:::L, I - � - � --':T T,j::� nj, lilt,'L � � - - _=�t 1" ",I I,,I,I,H!:F , r r 1 7 I, -'Ti'l - � _ Prllt"'Ntrn�h Will &1F"Tl'.LL Sl K 00,,S]AFFIED As pw, tFl, tlhi� 0,11XWti TIODITI11t: INONI m - :IT ni'dill O'>Z� ,T'� , :' , �F,r � 7 " ; ,:IT ,,,4� illT -5 �: Tilli eTrftln�n IR �4�L CCAI -.1, t � ,sT s � � � �, r � - 11 r ,� , : r t,t d 1� 11 11 IT I I OT, LLI4 I - -: AL�;Ttl. 9i _ �� - � ---- -- � - � � - mlicil�iZr q � ��__ - m �� ,- IA� , � _�__ ��) � 1 I, ,I ... III, ,:! i "Itnil Ill! Tn:,jT,, ,i . , r, , ,,,Fn ' -N TA 1:1011:tWillitt: tnll� ,,,'-T;t� � � �: Ir � -1 � Cr 1, r Fill- � i" � I � � �� , T," T ,u Int AFRI TTTTF�11,11[Enl, T V 't� Tit , lu'LQPOT, nO �TL nI � - - I I ,�:CL .� � � 5 L, ,.:I ,�!FIT11lT1q '1107i !3 ODIG 4,.sw+_� hl, PE Vk- I /�' I " A ll V� i � 'Tr � " i I I ,1I : , t. T � I - __ ,"Ot te :O: TIT rit t , �'Nil lft,': ji,!; I 1:�!� OF i il� :: i C 4IL PITON 11 OF tiq Ti TI'S Tnit � FAT, TW 'ITIO, ?AOF, .�3 1 ' ��:Qis ILIT, I __ ui:� :L � it- ��_ 2� �_� � �- �-- ;41 ti tl . � � - , - ___ ___ 5i .1, 111--kill OUP Aill 1:1! IT� - �L �� , -FI.,l Tt Eteii ��, � A� � _ Us - I �:T` t, V nNIT:1,1., - - - - r �� lg��j nF � - - _ � �� ,IVAI ,_ � !+- � � *SE�, I , � �� _ - , Et, t�, I i � � , �l, �,� : 1, I Fri it, ,� 'TI,im7T �',! �Tlr sl it� ��l cill - 9�! - _14 SIAU-I EOLII�IIL 15"', =tAl � �i -.-,,,, FIrMll v �ttql� "i i�, �� ,!: ItI:niTWlT t�� - �IE� - �"__,,� �T�� _ _ F,cEjynPTr� _ � It I- � i ,� TO & - _� , 1�, AL-IIAI � - �. �� _:� � �__ � L , 1 j,' 1: ' I t,"�, - , I Fj " i I - . TO� "�O�Iiii!; �14,t Tl- 0�fl,,,ji I'2j�Latt A!_._ - j:l L%L'TLII�A-w_�,-,ll U ipu� 1 ��!Ilel,t "', _-TO InknInt" I �� V�T! t - � __ _ I - - PARI �Itj '� 5MF_""qTTI 1:11i -_,;� I I - I = I r 1��_t, " T,5�:, t;it.�,T 5", Mil"Onitij it - ,. �illl � - cz!F�l . If I , "Fil � - � *1 n �, III T I I` I t ,1n,f-i il, ,,�,� ' � rt,��7t 'll:ir: ��,Tl ,- Fi�'n !� , ,�'tOjl � T,I � tn��_ I I �l F �Ttt Din _,�_7- � 1-ill :��L I III �r � . r � r �, � IFTITPI,,� �,T i t,';1"'It 'toj I�F�Orltl':T i I i, To To R�Atl, OTT' TIT I ITIFO, I , " � - - SiAll � it- TwI.555 F_Mz, 3TA "R , I F2 "itil 51` ��,- - � 5. FIFITI'LA! nonl�,jl� ,��,I�ttl - ,.- PEI - � it It �,g iuii 4 ., 5c ,,� 'll ,,,gl tw x �-_ -Ni iaimi?w & v,LT-r, I�tlitllll Y A�, TT'IttitA �1�r_ Tt�� - 11 R Ti 011 I ,:TO ,,F r T1qt!,'VTl M I T"T t: 0, N FLA, T lift 1! i F I i IT 1! `4� lr_!�l I,C:� �T. 01 t,_�i � ilC5 � R, ", 1i RE �I;TlFQPI It � 11 _u � I` - t1t. ", I �� i A it T TO c i Or T"T ITT IT 1; 1 In linttl',�i� Ql��,FI T"'t 3�4�'�A i T"I'- '-,' - " ,",I _n TTtAigll M'T:,TT nk ill _Tl Ln F I,!! �,� E��L s OD BE --c�u .-4 �-AIAIYM !M-_'� iTR An _�_. �ilii _,��ALI r-i_ � � � - 5,�F' nU� I , _ I � "It s ,IJT:� - _:[ !S� -7t], �� -k- �Fil I F�, ,- - -, " ]I F_. P5 I I r _j - __ . � � " I-. ,Lr Ol � � , � , �i All - - r_ - E_ � TIES 3W_ I �� 1 � F � - � �._, tl�l - 11� E ill - � M., cl� I _� ITT, t, 1i Ti t-tET5L ,� �l A [� IT! 5tn� 1� I IT � " � t1l, t ,A IT T � t'i ,I F Al F4 III Tit , WTIFU -I .4�Tli li�;T I'M ` Tj� �Ltl nTLTj1- , 1, t7 ttTj� T Ttl: ,:� Lli i � 7 l i IT TAFTt cr. Ol T TIT ii Tilt 1, F IT nlici LI�T ji , TulmikC10i I . .. I i � . , P In 1, I t I 'I'l �I� t!6L Fic; ittit i , CM11JITIM � I F 11 I I! fiE5T7ALLF1TKn4 C ,� Hit i TIFT: r:i *O in in nj! lt� ,II IF I lj�ij rj it ti C::tLltF,,f_Tei IF: L� :1, TO INITNI TV' inn ill �� C , �fll ,�,Wll I,,In, ,A r', I it"'t IFICIDT: FFOO�IQTnv AS U 1��Mlkjl Z� � 8�1!F - �il, A', . � I ,,-'-' � %, . , n�i roAA)m; if", mirl"T"'i OIFFFDI�ti !T11FIFITWIT I, L ly� �:` ", Ft- In 1 � 1 4i 'T� �E� �, ii TO,_' I � OA,, ' �� li� - - � � "ll I � - , . �,A, ,� t- �f ��_'��l � 'r I 5�, _. n::FT,: �� 4FFW� Al _ SP cill I J�ti I ::� . _ n flil I- t-TFTT�T. tLill 3WIAlUttl � k�� I I td: I, TP11', i t"! , 1 11 I F 1: `� _� -t I I tt I It "I 11 5 AN I F� A TIT I r i 1(S - - � � -- '. ��>� 'T;ii yla� ;i�lp �Al �� I Allit! 'Lllll�- VEut,ttit"It �: � � " F 11 : - A - 1 F�Jl +1I it it I'Alfln1builif r,ilt� o1CfrkR5 T� Fl .&C�Rm Ill , DLitr i sm�'T�,O TnFSDx,OT,, �T I F�jn, 1 'r , �_"t IT ,I , - n , t ' � '� , , ri PIRITTA'FLA I Tic, ,�Iil h � T 1� I ,1: I `W -Ai VT Ti! V, 11 "I," Vitt, -it C!Tbl i III T I I:T '11:1 1,11k,"InAt Or,: ill ,, T T T ti: T, , - �l' , ,I . I ,III TIT To I III � I, 111- 6 I III i 11,11IT 11 nI I 'kill TATTiO jil,i, i!: it T I TO I:, tn' T FF , . Or ITT: I t nln, FiTt kf ,n � , 'f ,, TF, I F., , , , T , fi A 1WE 19i-If. ltll.iI, O-,!�Fn ITIT IM t11)nL!IitY1`T ITIT''I'4C OnAh I 'Ej � 4 � F, I 1, onklTdITUT: VAI ITITO TT:: Tip I O, rn,:, AT", :, IT115, fiFrIT nQti 1 1 K I T" , T;Oq I TI: M 4� A � ccii PAcToin VT CA` IN 7l Tnin 11�t W�E,_.-M, MOrMinivi, TITE: INIT'Li-i 1O;:T::lTnlFr IIH 511TI " lif TiOn Fl,n;:!T11:T ,%Tpoltn,�Tl[ TiTtAll TL IT j: _f1w OF TAT: I ,in 11I 11-ITITIFFRALOT LIIITI� ji I, - I - , � " - � !� �r 61 .11 I I M .vFt CTA �-'l �c-,� ;"R*- z,��ilv, V!X5 I'l, Z�,,A-. �nno Tilir. Lt-,-',Wn� �jjj"Ijilllrn L&II I,,I,::, :FFIFFIFFIFFIFIVII'lin C I , j:tT '�Orl &AfZ� - � - _�Ilj 'L�j_O�A_t E��t' L, IT' L An � -O � � ��; -, � t� % il:�L_- --, - ,F,,rF, in I: I,i 1-t, � [4 I t, I F: 1 tt� I t T,i@ - :. r,! , t, T . � xsp�- , T �, � it � � - T I � I I i E F, , Fjn�wliiAr,Hn Iflill ifi - -mum- -1 iii *� � ��_ N�� l� A� - - 5.11,tlr��,l t'lli Or rittiltdinlirl 1`t" tl�jn 'Tnlil�t:, TL:F � , C ,h ' 'f�' trij�,Ill Ol n[nF'Lo �1'l "n ,: Xl:::�� , ,� '. J � r, I I � --- - "S T I IjITTILITIF111 FOR I Tl IWIT i,i ,IO(j n I I 1) ITI I SO 111. IM FICilinn, 'W'. -111,1 T1141FALIET1 5CRID'I'M hi I am I L js It'll WAS, FrOI 'Ill tLinni az rncT�Ftnnt 91 A Fi RL�Intinlitinc, ENS,Ptill tti, TITI:P,14�1 Ftnq i ITIVI 1110:01"t kill N't vi in WIN', WT� - 0111511itionil QF Rjn�,Sn 't :!,:I IT, � rl)R l"x n�i1opir.:1 Ai MC w4o, a', 11!�_�,,,,�,�II'At itl�t� IIIII: ITITTIVIT Ing (t. ME In E T I�T"""'M I PZCnn` �-"" At 'T ltttlllni�o r-ki IT IT:! '111: A �'. 104 t1line Ir-_ F-t1tisT , ""litt , ,,,I,-.,.-- n,tit, ,IT ': 1: F :,ir _t' , -tr 011:1 , 111:11: !: Cl TTA III ItTli'll 0i, in �NIN� t, , it lt� T, 1 A4 'Ol - ,� I 50-1 _ _ii - . - r 5�E�iT� �`,Ailll F FF��'Iil,jl r,ilfAnt -a T6FG tATI;l ng- �_ I .,- '. I , - , , Dl!il�ltl,, Ol - wo�,, til A� 5�� v �li, lltl�',ur,. On On,hn"I l 'elt, tn"I"rijilL Orti"T"', :IA�IF PANES FINC104ficA SFI�A W FS Fcrl.'7��")Or_`i "IT 1.,11], lin, ,N A, 2� I 7��L,,,F, t: I 5"ALL F�ll '1111 1 r1lint -1 '1 ., v�F'A . I, CFOX�Ak 51i Al iflAn IV lt,:� F?FP'j1i`:T91!I1TIht1 T� I Frij! it, FFrCS;l OHIO Pir"PFORLL �T tn� 92-LJOISI , 8l i"zu'- 'il 6i FIOA ,� -go � T 'i 0 Ot 111'etW011 AS I,LAFFLIIAI��T,IFFTTF Fin F T Al all .T: I UT ", I Ap - - 9 IF fin� L A TFIFOF�11 O" , AITI � ,,,, TOF, I K, ,"i I Irit, I twrt,_" 1,tIll � Li .1 st,�Ot, - 1 4 ,n T , � � lil ;, � , F I ittll I ,*K HIL A, twt,l, I � 7 1 -.& O ,-ttl'lil I�n ol �Pl 14 I Al'Orl: �"ItIT111OF! Ill Fn`tNnn_W�n: III arnn�?�, IgS�F,'F� it TT rl,VT", KIOVITN"'CrIO�, IONIC LAOIA '� �" , , Xifl�' �,I �it , "" 10141ri _1ET kh-Iiio-�Ii- TO DnX-,r*VFU' --y All AFW%�! ill link' Q S;�Ec"L;T' rt' O"Kit RHF MATTIFT! I'InT PxVv �IlFlt,1111TOT l,SjmW, T�) Ti"h0li -, Wl�r ��E".,rll T109t, 7 or 'Nir 1 I I ninin, LOTO :TO 4k T: INTO ,T - j&-r ,i I __ r 41 F; �AIIX I ttL 1, � -W, i ir Ail T I W- � ��z - tl,_VIFA�nj iFt ae L�Z �- F,% - n;n � ...... _ ", ,_ , rr -,- TTI�p frn%t,Fl FITOrt OTtly Ol Vill 11 _t, I � T 11 It IlLi IN i 51FTF ON I ill Fit �`n zIll I, I itt't I TO , , t � FF',',kt1O,,l Itio Ll A", J�! ��I�� '! I ! � � � !_ - , ". - 1. . - � � . � � - � . ! ; "I ,I , � " � j� 7� � _i � - lt�ltl� i �lll :,liptapi � K �� - XNtif A� nt,� ,I :�, 4 .1 o , I ��1, '. T, !!it I 1,11INT1,11111it ThUdilitfliltll IA: Atill:011 1111PIF1,11ITTI,� Ci 010"I I i plip-CIL't. TT,F:nt,`1 W(I Ili 4 � �, ,nix O 1' I:' IL 'Ll I , :F: � t IT I T�T` i�l -, ,�, t. , ,�'�,, � , I I ' - _ _ ii . Iy' �� .-"-I--"IL4L"""-"�l��,�.�,�."�. ..!.:..1 . . . .... Foefl)lt 211g,,ole; stirti, jill Vivill ni,lip,ing, - � �*,,,T N)f j �4 ... .. . F'L ' r -FLF I , 1, - ,� - - � LW � -t I �L � r r 21t 1�IA`tlf, r."OCtil Lt 5'i __ I __ � Two ri - 17 T i" ', c - ll: � L T � ,j r � ��Frr,q:,,r�r �'i,' p:I: ItOOLL Ej� " TIO 11''Ot, T'L: - � il 4 i � - � �' �' Ol Fill ,I. LIF �,, _� . itnAl , - - in _jjtTi I 1� 11 :1 I 11:,� n j; I I FIT T I TnFnL,,_t I",�A F, te ��W� :: ," T On � I ; I,Fntl� WiTnOil - I ,,167 � I - I -, , . � , r r .. ' .. .I.- . - - . - _ � z I I OF - - - tt' -Fil � 'j___j__ 'cl.f.dil III'! F, , !, � All!, l' 1,111TOl"ji'll FiIFF: IT'FIS Al liin� Till'inct" S -�- L� - -_ - - , - - - ,, � , , PROtECTIONi Fee Uri -IS, r ,I �' ��F;;-- - - - i I IL EC : 0 LLC ��, 0 - :� �p � ,_ FR, '� 'e, __ .,: - __ Oil " I.-.1- fil I rkr is - i 1111IFF1 ii ICT, .fi - - ` Ill wiii. 4'. 14'. j.;;i - - � ... 11 ,I � �4 I. ! lit''T1 ,:, it I �� - i_-1 .0 I 'I.Mi CT!1:F:O, I I '' 1 210 � I76 4l �i �� ,I r' , 1, 1'�II,T,� "I"Ot" ur - " .t .,l'F'j,i � - ,!�. - � , ;: , 1! i f $ - , 0: r:, T "l , ::�. tlLPFF::,) I ", "'At 42":' ...... �_ .TF, `1_11�1 - �� "I'll", -��4�,'g. r,jl:,:F, ,131,1,7 � IT , -, _ F Lo . I .---IIII - . � � � � `�` -;� � �o 1 .I, .n � A1111, ... ilv,l� � �'Llj � til ��. I F; l!li , "nLi 4 �' " - - I 'fi��["��K.�� I Lfe - � __ , nl� - � , lj�� ,,, T� ��' � - � _! � : -- - , -Mi . ,F � � I "I'll, I I, - ltz6lff-l:mgxp=-�l�mul*--,W-fl;mm::. - ", Wx-0&T.1z1fflR_q0jM= � -E�XLON -PQUREQ�rS'_NCR'TE l'b[IQ C OR CONUETE __ ___ - - SL IFFOCK STRUCTORE � ___ -1. �AII] I'11I�F`TFFT itn�nlntl ilitirritt"In . , - M� ii-l- :! �-, i� t -1, :�:, A, _r Tilt rn,gr LrL1 " 1 t cinnt_'sAr,! _� - - , t',F. 54,41DI - . - �� A - ,!,1 � 0 t1-`F1W Oil ,,, - I� ill 7,,�� 11 �T,Tj "I ___ � � L I �' � `�`C`I: T�Ul I 11L�E i WZ1 1 � I&TE � J., � I _4,I,l 11, I f f 'I,! tx�G F'SF;RFr, '131"M I IT[ REUV41IT __ i P I __ I �, 1 r��- t, = - - - =316 - - - - � - �� L 1 I - L ]'/" ;T Vi PiWnt jj � E " L th ��WIE nitn',ill ,� I 1'rrrI,- rit - I, I � 'I �! � � I I I I �t T-i ;..",.r�..",�,�,��k,,�,�,�,�,,,�,�I ...... I 144- , ..*�Ta!A�" � l tt� ,;�� ,in . ,-O�-,l t T : , � 41: - I ,U, � ir I i _ _ _ ts _ , I r =c t � �- � - �- �_- - � - Iii zk iiiii I " I 1, I �� 11 O_ 11, I IF � �O, t, , 1; :I I I � Ili O FIT 11 11i , "I 1,111 I 1 , _,, FA,T � i I, � - - - 4 � . __ 1i I ,� ��11 I�11. �,'N'vl 1, I - �_� f - � , I �t - I C � i � _. - ,F !", I . L L ' � I it - - t" i :: I I - i � - I I L L IL = IM 1, �=iti�as " i 17 � . . ....... T ", 41 ,.,.-1!` _ ir I !N - F - I i - ___ __ - � , __ - - - .--- - � - - 1 M . - : __ - � I - _)I� � :11 ji IV I I I �S,l � I ri T` T � , � � A-4 ' - ? " �. - � -, , Is' � f . AE� WFFF&RE z : i - I - AA . I 1 I � . I l SITIrTOL I ... OF 11 I �LL,T�Ttll,i r -,-- A i - T � , . �F,-�- i T " '. 41 1 T � __ - � , Z L, - c I � �' : 1 � :t, s i i i 1`04"i : T I � I T", � I I �v rr I -I F - I! � x I b : i , I I I �� --A , . = E � - � . � � I I F " E i's . �_, q d i � - ! � � 11 Lnt FATT I "IF L T * ,, �.__, - - if . vz I , i � - - AF FA ; ; __ - � i li'm - - - i --- �E - F - - - iii � i -5 - - _�5i�t- , -,� A� - - - - - , � = . . - � - - � � d T � I . ii, 11 ,q IT � - Z_ ii I I t___ __ T_ F - � T i T ,I � -1-I'l 1� � E It, OT': �, Ini, ,I, " � , . �,Tn;;IQ � O �",Ir"T , "� I �� , I l 9 11 7 � i? c� All -- t -7 7 j T I - W t,O� � Viii IF I - ..", 011 . r r 1 i 15 I � �� L I ,"ll,t I I � - ! I I 1 I - � ". OnF� t A � 41TALIOnt. 1, i il� i �' I l H "I '_11 I,,__L . � It UF,-FIT I �i I I �� _� E . �� I � 5 - �Ww _! 1, .-I , I F ,t _,, I T I I � 11 ,l I i I r .- T 9 �� - - I - I - I ; A i � I T"t'j, , - E i T " :1 � �r � - 1. _� viltifiNiq � I i F `iT ! I � I ; � - I I I i , � �� - "o I ( il � i - �_ i� - i - I f I I , t il� I T I 5i i ,,= I I � � : t I 11 - i � tI 6 k � . T � A 1 I I.: ; I 1! a 11-1 � - ja I . � T ; � - ,I I . . i �f � i I I - - I 1� � I --lir�-7--i-] j I , I I 11 rr L, t E r F T , � I - F I - . - . i - - F � 1 r - - - - __ 4iii- I -1-1 - " Ir ; ; , , - � I IF - �- - _r-T---j -4un ,, � " � � F � i a � � 1�1 I � . f ::� I i 11 � � F T 1 F, I 1 , I - I 1 I.A"'i '. � I " i ! T 7_7�1�`�`i 1 l� - L -" " , � , I , r 1� f ir, : I I,,,, . I M., tn''Ol 0 k I " l'in. F,� , �_ � �In' ; 1p i I 11, L,jt I iii ift OF " 1� �,i 1� I i !;'Lli O I TOIni 1'11"Illyj��ji T� I ,I, T1 , itt-1 � T`IT � I �, r � � ;, � "; , � �'' ', it� ftO " rz t " 40 , E-,7 � 2 I I I __ - � E. __ - I I F.-, W , i P - L � t . 1� O tl�ST__ �&Lil i - ; I - a '1� 1�nm W __ - ir Ell F1111FURE n - . tvi 6n, - __ I I , rl . ,� " 1 ''I to', I � 1 Ir � � ,' I, T ' L I I ,,Lr 1 0, I "!III ! III � f �, Za �_ I - - 1� ��, 11, I � � I 1. � I I, I" 'it 1: � I:r . III � � I, � , , L - . - ..-Itilt-_ , i �1_ 1, � r 7 - �' 71 - - - Prnli I tvil T , if,��tn:�FT� 1t,,lrnM K" L I., � I � licial - a� �� I ill"Emiguili , _;An 1:1�1�' � I - I r �_ _ _ r J 5 _t' I �v I - � ,11 V , I ON, . , , I n -IF 1: , I-. I Ili I � , I ,I , � !! IFT ltg:ort ITTOAFfli .�, , :; L I 1:�� i �:y �, 11 �ts it - L , , � ' lt, li� - _Z. � �; I i - I O", ..j I f It-, C%fill - M - __ - � - 1�1: T , -Tt, , I 11 ,Tnip , LI , �T� I-In"TtMOt ,tliz�m .", li -.1 I si R � - i , r 4 -, 1XITAIRtOl! 11111OITTRO. � �, I ,zr - F�r", ,,,,,,, �;" iliFOVIV, r � "'�j - 4 ' -s" -'_�!'O:�M- ii,ii,st0i Fol �� I �,, AA'T�, - � I 1WEr Ir"W"i Qq �� f !-!,- I- rtTT KFOA1425 OF NI41:413� 5 ITIFOOLI lt� I � TSTF: 11141,001,42 in't : It 111i '11 I' � TO Trn,t': T� T-1 ; t--i ___ JTFI lll�� Oqni ql, ;;;WA,t!,! � .L' ill ii 15t � 1 " . - Ar ,,, L � "I, ' 0 Fill t ,t4o�, ,r WALL MOLIKIING f f - U__#9L�&j),JH.QQ9_MqQWW - , _jsQgyjrjry;L fjdnn[L� ygj , I & ERKATTE BUT WIN . - - _QQj_4QQ -i aQ1IQN I =ON-2 k9re.110i 11MIOR-4 ,il ti'v*-, � Ill �O,18 i T/A�1' %ft, 7 F. - . , I rr-' � . - F - - - - ____ � - - - __ T i I - �', ,L [_,___ """'"'"","",-"-"-,"""'',,�,� I TE �K - MIA Dr,L,IAXC�F 1 : � il %7- I 1 fT r- ;11, Oni, R i L E� - � - ��_ �,� "r F � r � � 1 -"i I - ' , tilli, - ,AlFA,Al - � �� [g ! � - 9 i - _� . - I . � 11 � K I I 19 �! I I TO III: IT11 1 - - - . --- -- � - ir .- I , A, A, � � I 1 -U��,, - - j,77i=Esi�dVAToVIln1P I! z;��" EF= �""] � I ! 4�j , r- - - 1 � lLO, I �� 7, I'll ill , �� I, � - � ;� - "Tin,"A"i-Ahl 4 I "On, Air Ol ,n,TtIO01hlC-5 - 1 1 1: rAN MO. ,!i a i I- � I AT"Nis A. Cinill ,,,, - i zi�ldlll �=, �, TA-T11 __ - ,_._,� AQ,� I � - - _T., L_ --- - __ � - _ - - - $1 b ,al, _ j,_��Oil,l ,-1 I 'N I I , , I I, it, C FN " F,n nt� , - I I . , if=�2m�__ _- ___ - - I . F. , � � � , ; On 'IT 1� � - 'A '"TiTh - � - LOR 0 EWLzjl Flisti Fill IT,- � Wu r , � Ftt g�,,"Itn'' 11 I i t .IT I I ", 0 IL: I . I $ IL' , I F F._F`T__iii,_., i � 71,1111", !� , Ir __,i1.__ r III C E . . I- I _T, _ 11 ,.--.-.,-,. 1 I 11--, - ,.,, I , 1". , IT 0 - � R R: III, I Ini �,� 4 11 , " a 7 , f tr � I T , L I = � , 1: �-u 't F,t I nirl 1 " � iD GASE GALVAOTUMU STEEL VIDRIA PANU �T,Oiz 'N0114r, I I K'-, , I IFT - 1-17"Mr I *1 .; - �1. I � ,, , * - I - �' � -:11 --- - .. ..... _____ --------.-, ------ ----4- I f �_ ;1 , .� F TI�+� Al At�., ,in � I illi'q I,- I, 16 I S �50 "T - � ii; 0 weel I ` - I � TMT-0 7. '', I PROTECTIC's PRODUCTS, U-C,J "'i � �DUNG - - - , M 1� 'a FvF_- - � a�n- .I- Q - - - 11 "i I OF -C J�GLNIAL I � . f 4 it il ,nijil, � � -AND -Tisrsl -MOIJgPNG - 5QQ=_2A -4ol - ,Fr,',,;'j�l ....... se -I At V ,ifir �ddFdal -iiiiiinij, ll�tl ;iiM_LAcZt!r�Tl� nFiAl - llts� - --,,I t F, ,F, 1 I'Ll �, � �:T I 113 NOOTTO TRIFIT11TIA-ti I T`!I`!�l!`� T '"" I- !`!!L,__� �;.:FFII 011 5,np� I" IIIIIIJOInOT'i ,&� . ___ . , t IRAt 11141ITTOLITTLittla - � r - - SIT ,nn';% - Af Ir F=IiP�__J, :�I I'A" - .. - --T--,. , __ _ " 011 1 Rjt Ill A�FFIFFI 1,11 . 11 n, I , I O I " , �..:�., " T'sal �--.�t-� f-+-1OFFFFFl ,I � f - I ,M-Ql�IMItY--ALU,LATif:�h,UrQW-"14-T, Crdifam I 6 ,-�L-iATERLA.LCHAfIA(,'!M,5TI(,'S AND SPECIFICATIONS: Shall �ea�trttlyir.,*�zr-vrdan4:�ewit�i Glerestraff Nol and C.'ardectme its indizaard on. shli 2 and 22 of 26, of Product E%influabon Dincument iP E.1i drawing No.WO-176. Anchor specifications shatf be as buin ,rA$d on Sirsir . s : ' lis 1, � and 21 of 26, I.Of Product Evaluation Document (RED), drawing bal Z0.17& 7. LIM.LTATIQR-,'��--AND-,COM-LTIONS OF -9i 7 'I I �I-'T trut f-et forirl in compliance with Canaria ri No. 1, 8 IN u 1 4� indicaled Tri,, inatte on zoietef 1 of 26, as well an General Notes # 1 III 4and I I rhki � Tied on orlem �`l of 26 offillraduct Evaluation Docurnerl E4n-11,46reading No, 20i,176 p fall r ad r,; T1 0 el I ni a n a sl g n ed a no as a led by Vi fte T A T it I if, I r, I P, Z 7.2, Product may ba nedtifiaij ltrkfifn HIGH VELOCITY HURRICANE Zii as defirl on sectfrin T620, 2 of the Floirtda Building Code, 7.3. Prodrret shal[l only te, Installed Into poured concrete . comsete blecti. and wal frame structures, ProditutEvaluat' n Repo, , preferred hy Walliti Tillit, Jr,, P,EL (Florids License is No ill President To T4lull ec, (Fivides COFOOI56719L TTT1AWF,4O,Tj 'No"n fT T'll 0"OTO ,F ly � I , �:. _ 6'? &,, SI-X � �, .� , IV ii�s W", , , V15 V - . 'LIT'Elliqla, -,,, . il S - - z , � z . - .- s I � �'_., if = -- - '- - � .4411i , ii -_��_---73=_f!!;E-_; �, *, a .. � -- � 'z_* ! - -'�' ,� -A � - r-, , - � I t" $I� - --,a- - : , r " lk��- t �,- I ., r I �, -.9r, ETATE U! -1 A__ . I I __ - I, . _�� --"-"F I _. - - �� . ki ��. . . '. - " To""""" �� . r - --- - - - A l- - FiTillOr rInTil"'Al WAI On, TJL16CO TIOMON R1 ,',O;T, 8 T P, Z_ lk�=FORT Ni i lt� inexT PlizOTECTIon toon,cvt LO-C !I lFt i _1*_VA1jhzEU S1 EEr S� t�Rt,i PAMEL, URIV, iTt".0-, 76 % Rspolicir 92DIMM! Tlt,___ .1-1-I.-I-sti t' `-F ...... ,r 1� �LFTFT r ityl . I N C; � \ S, I'LlIT rRICTMAG &- "kowEE-Iri;f4L Co�9ANV - - - __ - " - - � ---- ' ' - I -1 - � L � 'Tt � 1. III A OIL 41 1 , VI � b_ ' [� ,1, �Ljrntrni jj��I,Op MUDILK,L]i U, 144-TIONT-REP-QR11 ,IF �,,,.��Llt,T,.O,r It �.,T oniOnFni, ,Oitl[l? REPORT NDL -, 2041727�02 DATE: Jury 27, 20,20 PRODUCT CATEGORIC Strollers PRODUCT SUB -CATEGORY., !�Iorm Panels PRODUCT NAMEi 24 GAGE GALVANIZED STEEL STORM PANEL KANUFACTURER: Q �oW-]Protec�t'jot'L F�r-Qdu-Gtik�iLr, 48D) S.W� st Street Davie_ Flonda 33314 1, _PURPOS OF EVALUAT ., JQN_ This is a Product Evaluation Report issued by Walter A. Tillft, jr�� III (Sys-mern it) 4 1006� (is the Global Protection Products, li Rule Chapter No. 61 1520-$, Method I Is of the Florida Department of Susinoti and Procifissional Regulation. This m(ALICt nE beinO i4gmel en Evaluation Report as desonlided hereirr.. and has been Tomflon for moadusni i n asco-Flancervir , the 2020 Sutrarth Ed Itnto ot the Fbiride SuRding Conde, and to visfify That I.heproduct is forthe purpose irdt,trT&W, at lel equivissird to trialrertystred try Itrie Gods. This Product Evaluation Pound shall be forstect to review and revision, �n case at a Sol MITI Code cria TO; .is test may Affect Its transitions and conditions Z-BODENC-9-WaLM-ITTEP �, 211,-FRIDPIIC.TEYALU-A-TlgN-f).P�CkiMg-14-7 (P,ZJ)l,I; Drawitra No. 20-175A titled '24 GAGE GALVANIZED STEEL STORM PANEL", shoal thru 18 of 18 prepared ry"filteco, lnci� sti and seated by Walter A� 'rojit, JtL, P�E�� doled 0712711202d. This drattLing is an integ � &,A1,tlm4lip*,ti;l I a " EvaliQlafinn Report, ,e,s��sa� "il , , , 'r ii� ,,� � I 1, - _. - - , - a .- , --d -ii- FL�,-% ._.t;,_.__ _ r, _ -11 ", � V_lLj ,Y__ _ ia , , � ? '" - .z..."":_ " � , � - �,l7f_t_4�_�j��J,� .- = - � I , - It i i � � �1 - - - . ,�; An;, : = I �. 1 � I-, � * , * _= 1 ------- �__- - - . z tit -I-- .. � - sr �,J - -, � L ,_,T� C I , i�-,,,,,, �I= now,l - � - -Til to ' - '� � " , "' :�s " T' I IT,' Ai -1531 rl � T i'� � �N.'Al ��:��,i'jin4,1�,��,l��,��f,,�v��i�y�i,Floiidi331(i(i-Pht)iiv:(-�to518'1 1� ,� �f,, QJQM!��Lt4M...EQ .. fl_..R� .. Q �Tlti,, Sil LIFE SAFETY STORM PANELS - " va, Oil ,nitttti - - - I � I �F _-L Ai�1, - - - - - 5 � - L . � 12 5CV rt�tl Ati 1 - L I __ � - - IL - , I �'_Fll r - I � - - __ - I-.,,-.-- T,� �1, � , 2c -, _ , 5,Ln' _ . . 1 -L-1 __ I - . 1-- � I ,,, I �__ 1 � I L I ll� ' 11 - i " r,,,L - --- __ __ I I ' i __ - , ,r _ , __ - ,� �er',.t �j r . ir r '-- � T_ - � - ,�,�,, O, I�:,!,l _� I �,I_ - r A�io__ __ � � - -Fr - - __ �� '�, . , I 1, I � I - I - , ', " .jL, '-. _, r, _r, \ - ,. I iili�i - - � - - �, r -�!_Ir,;, I r 1, ,, i 1 � F - - 44 I!:,Iil�llii � It 5& \, �l in I, 1"i, TIT FIT'i ,I,,, - , .W 'I - � "i I , 2AR O' ,A)" A " � I � � � � I t � . _Ffll T'� t, Iji, L I I Iii C I �1_ __ I vuAllm VIM � 1 I � �!-. . - , '' 1;nnix� ,w ,fiFt - OTtit'a , I Ntt.i I 1, "III, I � . Lr, , ��` " __ I - I - I ", T� It � � L m .� I L r''I" TY.T'i -, I - in: tlA=FL� 14 I � � � 1, : 'Xifill A I,, I IT , - - - - I � . _ ILI I I " I.. I .111" 11 11 �,�,, - � c-lipi - I I ilqrli� - Ol - - . __ - _� - I, __ � j,"t- - -1 - - � I. � T -1 t 5:T. __ --� � 4I:" ri i 'i - - 7 A . O � � , , � - I - - - � � it�- I I I , , - � '7994-fosal __ � 17, - - I I I � - 2 r _35iF__ I M4. �STOft--fAHL&LL - - '47r, P w - lr�, _1 'I - . I'T T'AW" ��T �_ I � - _� � l- C - - __ __j I i I '! 0:1, T -I 51 I - I- I�! . - - - i, � iW I , `_ ___ ;`T`n� I k ��,_ _ � = - E I I :r � A- - - t, . tr r T �Fnrsi - 11 Ir �r .17 un Fl I I - I 4, � , - n �� 5i: 'r';� L, .Tiol,liF - I � r � - , I T� FIN A F� ` I I - - � ::'� L! ..'T"T.' -� � I � ........ - �� : 'I 11 Tq I nit 'ri a �[ 1 I F � I,, ,,�,_� . � �_ - I - - IJAK - � � � - __ __ ! I � � - � __ I - - �1 I I : : �� , � - .I I I , Ft, 5 I I, I , - f, TOTOOT . , I I . I - 1 if i .1 r __ - - -irtlD - L -, . - - - - I �� L � ITT I - , .1 "'TI, , TzO i � I, tl'' I i - , ��,:�l, - �, - �, - r r r , v ,r r �_ - - - - I - � a , 1 :I I � I I I I 1, I s, F'fl, � � I -I,i ii, I , Q� �!� I F I rj�,_ � - . r_ - i�l - fL.Til it� - , , I r � _r T - � I T , � 11 I [ ,inn' r I " � T "'L � I L__ , I I � ___ r , - _ _=.- _ _ __ !: _�� :��u I r2f"� � ! � I ,I ', �� L ------ j ' � �,�' I _ _ T 1 !� - - �- iF I z - r I L __ 1. 1,45 i�gitl,'1FJlZ--'Il 4 'mit, 1 t r IF, � �,�, F� I T n: � tt� R - t:rIt'l I' i � - - � 1. , "Iti"i ,� __ ��' - UF.TA&Ar '2ilip v E�Trl,,'F , -k�.* � "' TrTTI 'L,I,rI,, LIT F_ 4 ? 'Y'l . r 'Ol �� , .... ,-� � Af �LITL�,A_ ' � � F. - � 1 "4`L , 1!Lt ._h"__z,]d!dU'!lER F ,it 1' 3i ,"I , l,k RrAtfs[A � (i) AN911 �,:�__ � � A;A� AyV"__W11b__KMV r f-4-0) AhriLE-WH \1� , REFEBU-3TV9 ; - - ti��_ . . i 1- . " -_E-1 1 ,." - 4F � ,, I Tr __ � 7-__ - trT1 tV: T X _: I � 1�' WI-1- I iii: � � t . . I e�_ 7L_ � - � "I __ r i �_ I ,I,- - �, I �, F�l - j -, I ,, Tit 5l �.ii . . � . i � I i I � � f I r - - - , -, I ��'�� L ,� _ _:-- , - - --;_� __ I , : - - 11 �I�T�" ,F, , I �1 Al T1111-19 T, , ` S L � , . I : 3,q,!�F A- - 1 � I I - - . � i jl '��f `5� � ,� "s, 's-t, T I,, )j�' � 'I I .r � , I- �, _u I i1:1,111 [, L,:�] 11 I . 'r,I UTZ I 1-1 � I . , IT , . 'r Tl't2 . 2 .1ill CC � , � mo, I I !��Tt �::�','� IT , � � . .. � I 1, �r t t , I I I I I , �i, I! I J: IT11:1P 617, "Fill - , si(,,�, ii.IITFFIF�Fil r _ - i � 1. I , I �, - r IF ,,,,f I � : i , I IF � 11 � .1 r 1!1 I , _ , C,j, 11 T, � I � j � _ _�� i i T, ,;Tt_�Tli AT r i7ill ill � T'l � " - L � 11 I I , 1� I I T ��- OF T''i I - I i �:lz: �� ,z � mr� m: rr,N, o . , I ,I I - ; � r � .�,"�"%Fl I - � I � � - tri I i"Ott, I (�"�Il KE f__ME._MlkaHER � I ll_�'o ' I--__ - - - i - ,� [ - , � I i _� - r1j,li.' - , ;: "' i OF, 5 l�� K F, ��l� I (7 DFAL P LAM � � li! DID31i, �Illl h - I ailill" r ' ----'- I , I ,,T�R;��l�l��,,�l,!,.illlll,��l��I��ill�1,1,��I " ,��l .I O ,. , ..V-1.1-IRAM , -) 1 'ALIE_,111ni, ! GAVVI'T , � ... OF S116CT T'�'_ �`, �� _,_-� , ",,,*r . I, ill", ""W"I"', 11 I "k It T ,, � "', . L - - � I. � I � I , � I � t � i -I--- I f f F �_ � T , ,.,R I 11 � _ _ ,,�,O 5�_ 'y I : i I � F � T , , I , � 1 :I I� __ j r � . E 71�.�] I 'I , 'IL , , "'i _" _ L __ L" " _. '_---- L-t"' , - 1%�T6911 je � .- - I � � -_ - - - I. 6;?� , -. = - z - 5 � I � i I � I 1 - I �_� I t, � till, - - � I IN 5 t � - ... I., � ; ) It, I,,� I - 1 - � _ ��4,11. � z- � a, w_, " 1 llz� � a o - 1 � m � E * li; t -k - = _________5_-_i_, �, � -I:IA ont-Didite Cr,'A 142-an vill H,tT'I, ,"t, Z,!,-.,t - - I 1 IL , -"- - - - -1 , � _ _ - _--iti `l � 'L' , L_ rl,., - -Tjj�� l"IT jT![r,Tn �� I TFIX I T F1'Tl'I;!T,L f . - -� _��,l ,�-,_��t I :iii �� -41! � ____ - - ��!im it � �,� I� I L i :1 � -----I- � - Sli"ur, T, L '!! i 43AMMUED "'TEEL "j, 4 ' --- � - I� .. � FT ,,:l:j,, 'T,l - nl ,,� ,, � I ' L Z , NIF � �r " � ,�, rr Lf o g Wi -�,, 0 - �t� E:]�F�L� F, ; . __ .� . _: " � I'� � -9 TiT I � � I � __ , 1: _,_ I r t_t", - Dalel I ___ A 7i;�_ Insi lKE1__fiQT "I 1+1 Al EIAINU " , _. ,"�e�t T�, I '4-ti %:F L, oI �- Kl - ___ ___ It'14- rj�� _ - I �/-;v�i�l,��ill'i'llill�ll,��.�lI I E C011mr. nn,rl,linit CLORAI PROTECTION `2001til LLC� - .__ fU', 2 " U.!X, I .-I d-.m- jqn�ll �nl � _�j T,,I:!Tfl __ 42R� _ __ __ _ `40'.4"Fil-171 ___ - - - 1 I �-_ L � - -- -- _ - F I : � L� - -.- L � I 7- __� , I �,�f -:1 � !�i �,tlt �, I Font it- 'In - r _____ --- � tn,�,t IF2 : "L,_ - 1 -itt ALUM)AP-M.-Ifiggi w nT, -InInizA "FAM10i . - � 13n, 'nT it � - I : - - - ,;�_Ac r7l�Zill�it4n Z!At _W' FIT' 11 IFI I1T1.nFrFF-,F1,T5 I� F!4,F� .1 H � , ' "'I L � ' � 11 I, P ,,I�!_Q_ - - � , A, 1i L',l " � il,� - til PtMM TTF11) - ___ ��l 11" �� _��;jqii T�� ,i - I i - , T�� ,_ IME "r I . It �.._lTi �, _14 , 1c, f .7 j - Ti -,-- - ___I��, tItt _Unot'� . Tr- �==========7=========�i_ - -, I � � M -_ - _ _ - , r_ -------- - ---' ", ' ; . r , � I111L_-..- - II1��- �-4_1=� - - ..-III. � I -5- � . ......... .. I__� -I - M_QVULLX�Lak�, ORY.N01-2#417-1102 7 Zz,Jx4TjWjVR_M_ Large missile Impact lead tests were performed underSSTD 1:F-99sirendard as per section 16OF0,12ofill Florida Suildififif.,ode. Uniform sLUcireidsesper Section 1 7091,3, per ASTM III 7L4stropo�ispre.p�eredbl�A�rQric;.inTest4T Lab of South Florida, Repoild# 0314,01-01 dated 03111,f02 witnessed by William Fil Mannar. Fil Boriz Mur0ZL P.E� and Henry Hattern, P,E, aro, Report FI 0219-01-09, dated Fe4ruary 26, 2009, sotned and somas by Echrundis Largaespad a, P'.E. and Henry Hattern, I E Large milissita impfil and cyclic lotill per Frotormls TAS 201 & 203 as per sectIon '60-01 �2 (,Of the Fairldo Building Codp� Test Report. prepared by American TeMfiV Lab of South Florida, Repodhlo-112_&01-110� dated Novernbar-23,2010.sit ed sealed loy,lurits E. - - On and 2-lionzalill P E. Teotairr test report Ni BCM-198 by OC Metodurgical. inill dated March 13� 2000, signed and sealed by Frank Gral P�E, as par ASTII F-8 and Tensile Test as per QC Molislurgisal Report Mo. 10agur-13II& dated December I? 2010 signed I and season by Jerry Jacinefunin, P.E. as per ASTM E-0. 2,11TRIFICWRAL 001NEF-Pi ALCULATIOW Or 24 Gage Gailivainized Steel, Storm Panel for mayinnum Dorset length act. design wind food, asweIr as maximum anchor spacing vs. design wind load and panel : Nsnqlh leresid on railionaland t�arnparathre analysis. and in accordance al section 1604 or the Florida Build Ing Code CalliculatonspreparodbyTflteci inc�, datiad 12,118110 arid, 08FIA dorthni revision), signed and seated byWolter A, 191111-ir, P.E . 1-MIMSILEME'Aii RESISTANCE � Large micsile Impactiunder section IW9,1,2 of the Florida Building Code, as per SS TD i 2-99 Standard and TAS 201 � 4-M-ND !-0_A_DSB9W1A_N9F.! 24 Gage Galssmunad Steel Storm Panel has been verified to sustain wind pressures, Matildrinum panel larrath shall be as indicated on landets-Ft, 9, Tit I 1, "I and 17 of 18 of Product Evaluation Document (RE.C.), drawing No, 20-176, U - Isemmurn Amber Spar-Ing shall the as indicated an sheets 5, c-s 1 O, 1 1, I i thion 16 and I 8 of 18, of Product Evaluation Derailment (P-E.D.), drawing No. 20- TOli 24 piece Galvanized Steel Starre Panel has dear, verified fic, IF code cortrinifance to work as a norr-wrous, eta rm shutter assombly. as fill SETO 12-99 Standard- � Eini ( -,--- -, L2 3� I'A ` + � ) I) - - � lf�!y ("Ir �:i� _--_ ' �� T-i , �, t 1 t -',,,, 7 " T - �� Rf , 11, 6, ',I . __ - - r , "Fral - u EV � as - W, - 1 4 1 � �� - � 'I �_- � ii 6 - � I ,l T,ff�� e"i - I - I I "4. ,'--',- � Jill Or/4, 5/5, 7/5 4 P . - � ! -==�- I W" 1 ri 2%l ss,T,I�Tt, tm�qoj . f . - T� I - sill I III, sai & 7at'r-, 2 � � R . �4K� rivi uiqniN0LF ,��_ i�__'I __ ___ ..l . � __LT rn rinj!"S 5 & IT iiiii All= �a nFc,� T. S,TTIF�Fn 111i & I: RRELIGULAL3MRM P-A'EL'-=="L"'�'-'rz'!'h�-EL'-VAiLQ'- , - �r t, LT, � GLIN V4iiiit ,,14 I� I ifft tyx LIFFICLET) tn' , "I'l,". �I .,- r, 14V " , , N , . � 'o" r�' , �&, r. ";'l, �� " _._`T � , , ' "" , no 44i67 , - - ,* � I - j � - -- �JL Tj,'N�','tLL-Alif,�-N-IRI,ri��RTJW��,1,9,,,Q�7;7�4Z 3 S. INST LLATIC).1t . - Installation shall be iderforoted strictly in a=ordeade -with details Indicated on sheets 3 thru 8, 12 phru I 8 of 18. of Product EvsJURtlDn Document (F.E.D.), drawing No. 20-175 Minimum saparation, to glass shall be as arldivated on sheets 3, 6� 1 3, 1 4, T5, I 6 and "I d of I 8, of Product Evaluation Document (P,E,C.), drawing No, 20-175. $. MATERIAL CHARACTEER,15-MS.AND SPIRC, "Fl _ATII; Shalt be Oblictly in Erncordarx;e wrib General Notes and Components Indicated on shel and 2 ell 8, of Product Evaluation Document (P,E�D �, drawling No. 20-175- Anchor specifications shMI " as indrested art Shmat'll 'of I 8, of PEDdred Evaluation Document (RE.D.I. drawing No. 20-175 , T-UNITATION-5-AM"Cl N UTLONSiP =FWE 7A. Shall be strictly in. complilance With General Notes NoF 1, 8 thru '14, Indicated on sheal I of 1 8 of Product Evaluation Document (Fill drawing Nis, 20-175 prepared byTiftecal Inc. end signed and seated byWaltel T11111, Jr- RE, 72, Produalshish not be lostailed within HIGH VELOCITY HURRICANE ZOti audefined on section 1020.2 of the Florida Building Code 7.3. Product shell only be Irrandied into poured concrete, concrete block, .and wood forrife ancomass Product Evaluation Report prepared by Walter A. Tifift, Jr- P,E, (Florida License No, 44167), President of Tliteco � Inc. fflorida CA-000,671 FIVATILL 0% TIL 7rco ADMIF REC(Fi t 1, E, FIEPQRT-2� GFTLXI AL44 I E 3 Fill EL S7 Can PAN L , call a _- r I t a �, I All 9 I F 6wla4NR1XLFffW4 t, F_- - - 1 - IT- - � S/A� � 4A 'I JUL 11 � 2.023 Virtual Review Assist, Inc '>d ITT'.16111IF: t"IT Plans Review completed and ap Ur e I for compliance with the 2020 FIC 7th Edit ! Q esmil"I by Debra Anne Klah, P) 2300 �_- lzz= TO ' I � U dAGN' I VAOI Vr[L WIN FAINILL � FLT 1 - -- - - - � - - t Di I __ __ - - _ , - - r _.- � __ � � I � migir I [jE E 6_ 1:GLORAL FICTION PRODUCTS, LLC 1 1. - L' Aff. ,11��Tqt r , � Tar \ : .Ain � in TI !:I T i � ,_ --- I I - Iftr[OlOOM � 11*2FLATijill nFnAAl 1 f I �Itll,� . - - FAL. - - , .- - - Con4illi It Fn% I FIT � I IF, �l I ON ,4 it, itij,_ I "a - $ 7 L [ � T , TI - , Ali - - - Lt- , ill __� ;!dll � ___ n 1� � � �� !EEE L:.'! 'ii t , 1111tril i_� � ____ �- ll� ll� i . K - W E FT, I = i !1EA 7 t, _- __ - t - �__ 1, - � E� � - - I it r � Ln, ir , OFF ,n 4_0 a) a) � C_ : in -m a) _,l 0 -0 > C) = b = a) L_ a) L_ 0- = _0 0 a) 0- Cz 0 -0 L_ a- = . .- CM -4-I 0 a) -Ii 117) a) -lill . - W -0 L) -0 -= _0 = 0 2 ca- lill C 0 a) 3: = = .0 U_ Co C:) -I.- CZ ,,- 0 Co > cn cn CD -&-i 0_ !E cuu) 40- CIO 0- il.- _0 .S� C'n < I . , , "' l". " , � . I I , ff _ � - � - � I � r- " , --",,- �--- _ - _-1 - - . . ....... . 1- r �. - - I � � - I - - - - -, --�--_ F . . . r . � � � � � L r . I... . .. . .. _r_ _'r - . ". .. � t 11 � � - - L I � I e I N�jjAkLA:1]_0t N Q U 1 L _5 P Q R R E Q U LA FT` PA N F L S : 1 _Elfg�_,QD_RRE, prCtRiL's r�t,*,, q> I N "Mi � I F - I ml I r __ , _, _r - L i --- J_&i.- --r-.-, ", . , , -.--- __ - _ I - - - - F 'NS AWT A I - - &_1A I I N - TAILS FOR REGO � jL&A�i �0 & QMET�_U�'._QQK, OR. - N - --i-li Uli � I.....- - 11 -NM , -M � ,Ltii,Q-Exi,s�i'l�,�iQ-,��-OV'R�.iu__.�__t ,�REM L COMMUE BLOI 5 T 'I? t� MC T tf R o ST � : r _ QE �, , �.TA�-N bit INITOIATTOF, Q ... Tki, ", �� r YAl FEMM __LJ AR .E---7..H.A _5T!;LR4_Pft_e_,M._TW iNT9,..,.F'X'5.Ttt4QL-f!Q=U-R-EQ- CONCRETE -QR f � j -, ,I �� -, " - AQN 8L.Q9& S RQ Q , , ,,�,�OFV -,,T,:m 11l; �,�4 -R--sill A. ) __ i!;REIE- -!- �;,;:� _K5 : I T4,11FAI I TO it, !FO�, �w -,w,r,O.A ni -,, . - , � � F I 'OR COK t,11 ti I - ite,N)i I Frilir sa 504nuLt, U4 WEI 9 � , ,,, tL L 11 I T� h & jl� � , : tr� I i - 1i � In"I R, 'N 'P� I � 4 1.1 ,, I I � - I � ti�ttitl!Tl ttn�?Cjni �illli=Rm - Levi iiii �, T - MA weon SM SECTIC2,451 CIN IL4171 12 , P I !I: I i I I'll, :�lTN,t1TF1Fr lft�!Cv erri, I= Fialiniiii ItivcOli 3" N. , I � � �r 16 � I __ 3", I 2- 6 r, (n , I- : 7 - __ F � ' L - I -F-I � � -� � �, " : I ;,��ii . � . - __ ,:�,IT�!�,, I ,� , , tr _ I L� 'I ; _& I . � I !I I ICA.1 He D nninIft Fn;A� krullatm wQtFI_ '. �� , T111h, I'TAN UgEl -1 1WITRAF �Lll �' FOO I i� �� 2�. i - =- .I., . - ,,I 1, I., I - L vITTOO On mill --i twIF 1 , - - � I, 'A ii We � MIF ,It,-Itj� 0, I I -or- . � � �r � 1 , , I O - - _ cmr snTl OiN tff =9O)QUE *4 I , (D I 1 O , , 11 T it Y-11", 7 L ,tim - T 111111 I - IT �, _' - I "I tl�'; I 'r rrL IF Flit"',': , r I ,� I a.mt *I. *02 L. __`�l . l�' � lryl, 11 III: 1 ` - v,i! I r", � 1T � "I . . - - , � �4 1 IF 0, I, 11i I ��'I� � � , ! �n`ttlliv-` qli, �,11 I . ............ I .... ,,,!;:� 4 - A __ . I I I 1 f � J .� I O , �!�"!�� jj, ' "� ' __ . --- 'L --- _-, . ; 01 � a ----T, I I 11 it L' I . I r f - ' � � I � i !PF1 I [10r _ � ., ., i - . __ :1_7 4 'Fli it � 1: OF 1 dzill i f rill ! 1 Iirj�*,�, - --.ill- 1-7# - - (D EAT54,11ITMIl , I I � 11 1, I I % I I : � ; I - I L _. I 1 h � 11 t F . I � 4 i TI 3"! , , I 1: L � jrhll�. I � A� � - " T " i'' :ii ,��_ - LT�_,T__,J� I I � 0 i .1 , � � I I - L.i�: - -Ir:=�� "', I E::::4 I � r � T: I __ i:, - � . ; On, I " � , - �:i 11 - - - i - ---I- - - �! (D C � li, - _____ - I I F ': i 9 41 .1 - 1, 11 , � � I � 1 � [ : I - - � it, � TE - � I ��,i � I -1 3 P � I I . I � r I I I I � i i . T 5 - 9 � I � 11 t L, I . _" , I 2 i I r LE __ ; . 2 1 � � I L . � I � j I � � - - L"D , : , 1 ,I � � I � : : E E i - I I , F I � :;F -1 - r - i � i'� ,I � . R - 2 1 . � i ill �__ I -� ; I � I L 1:1 �� - ii, � � � � - I ! - -4--i U) O I - l�� i I t: �� I I I I- - , , X ��,�r I I I if I I :�� I - I 1:1VIlinit, oniii4i T � I j F,,., � A' - --ii 1:, I I I I _A-�_ I - T'Tilltitat FTR i A: - ,I !� - -, - � z � i 11 _. n g � I iilil:, III' T, - . _ I I I �_ I , _. I IAF - I � il�� - I - __ 11 I- : t : r E_ - 2 - -4--i " N-Ft 7 T I �; a :1 �`r � i ;;ll _,�, , CTTN,�R,Ple 4 � lfl!�' I 1 ,�:[ � 11--in , f � I f III - - �1'3 � - � ' '' ' - L'LL --- � - 2- 1 !I I-- - Fr_ I I - - 1 2 1 . E I r - 6 Oi.,_,�tu� I i 1 , I I - . E __ - L L - I . ii � I � 14T OtIl A I, ; I T i I E - r L - - �� . � I - i 1 - I E . . k�-_ T- I [ � . � - I - t � T f ti - - -, - - - - - - 1 I z - . - I L � ;L- . L � _� I = M I - c �! I ! ,� J, MILO III IXT �I,�,-,�, , , ,- - J � .- , - 1! :i,riO, I I ,Jl,:A�, � F E E � 15_� illill " I [ � I I . L � ,I Fill L ; . PAZI.-A-MI :4 - __"_ T � 2 ; E gVn � � I- ". OFF ITT 0 Fllll� . f � � . I I i � �=' F� 0K F ; I 7 �t I L_ I 9 'I'�� - ,X i � z I r ; al __A, i , � f I I I I f � C �_ I . I � I - I i, 50141, ),F) il�, 1, '1111j, Q " I � , - � AF i > I : I F L - ; �%OTFFFAFFOAFFFI i � - �� I - - 4 - TIA,,"', W = n L WIN Orp"TiFIC, Or, I . I � I - � � 6 , : dial 40 i I- � 0 � s I . � � it -,! 1 . ii , I 2 � - I i - - -- m, ; � . - � . � - - �- - ; tl� 11 - 8 . - t,nF"vTC% - � � r - . � - . . . I Lrt, r � I - I � , I 6 i - ll�l!�alll Toi �li 7 E � � k I c � � OF .�7 , &I i ; , F,", I I r F.2T Oil � � s i - I 7 I I T 1 � -!�� ;,il�,Ft; ,,- 1,2 � I -. ,rdlH&__A_(ELW 'v =; � R rti-o _x fa � ! o��---F, A'z` I _1_,1 itill :Ln � I 'r - ; __ ` - . - 0 _ i I .- I I E j t . , I se ll! E _ � L . I E�l L E � - � I : � I , - �, 11. __-"Ln',� ii " 4111 L H � 3 11 r I _t5 11 -, .11 r - � 171I i I � C . I � i I 5V L_ I. I . I'li'll -11 __ �, 11 Il 1 1 - - I . c A EA ! �! -1 � I I ll , , � 2 - - - � -I,"' � h l -1 � - - � I E A O"'I'll - ��_ -- " � � T y j` TTL�� 1� � 1, .1 - � 1- L ,A . - ,ig I I �� T, � I 1. __ � � il � �� ,�; =. -I- ty, 'I, ; OF, 1. 1 - ,''. R I f - - - § I . , - A L � - ; � � � I E r r G I !1111 l,F1:FI � 'L� = ,%ilLj,n,il' j'j,_-, c I VVx�, . .. I �54�=t�=l Tl4l:,",��,�'. ,W - I � . i : - I ,_� T - �, __ m � i "I L ,, r �fl � 0 � L 9 � ; � � _,F__ t"i - OL ' � I ,I - F it-, On, It ,,, I - 1, - . �f -� , 5r, li 9 , I � . 9 : . 11 L - I., , 'I I',' --F, It I t ;eftQTil - � f �e - . : �'Tnlil- J'�% � 1 - - ,i;i,;_ iz� - '111 if - � ,wnl � i/=, I i 't . 9 ; T f i r - �ITF L I I - - � 6 I'tol., __ -1 � - . r I . i T I t I , - r , � . 1 1 �11 ,tm . TAT L. is - ;- ,,IvA AF - - 7 - . L I I - - n _ , , ki� __ I X"t 1, TO �, , T � 4 , � �i , I � E i F I I � ! ',"n"'rl O I i I I , _ I � Tt I. Ex, ,_ I -, F, 1t`F !FTOIT : �'ll"I'll"`A"Wer- - L I , � , 'I i I I L I . A,, w_'T_2 � I. , - I T i - I � I � I � ill I I' T - � - E I __ I �11 � . F ie�e I 0- 1A I - J_ 1 L_ � � E L 4 y Fd� I , Mll - t I - 'r r . I � . IT - c i � . E � I i I i i - : & �F T F �" � " x- Tin ,in- - 7, �l � V I , 5L 9 ". . � � , I li� li � T , � W ; - I � i e E F ,I !,,IT� F0 f � ,I sFi i i � - I � - � i 1 T , ___ - T I L I I [ I . : - . � [L le- - �111 I I T TO, - �_ � � - IT I r . I - � - [ F I ! I I I I < . , H I 11�� q - I � . - � H , . � I 011 : L - � F - 1 ,rq, �Tl� � � i z __ - �il . H I - i � I f ,I , 1 -_L __"1117, - � ,,,t .), � I - Aill - �, " ['� a I o � IR I -, � I �� n I � l r � I - - A� 4- 1 - -- -, sa - I I I � . - I �I�11�Ezi.ls] _ L I __ t I E I . I I I - R - - � I il� �;z;;�4�= i � I � f �_ I I I 9 E I � I -1 1: � F = - R ;;i!:!1l I - - � � � ... L, - __ - I i � � 4i - 1 .1 .. .1 --,.T.-.. - . . - --- .-P �! !��-,-�, �_`!FR_Ladll I�N 2 �, � i I I ! i E I ", . - . 0, I A WiFt eft - .1 : __1 - L I k . ITT 'Arl r on __ , I I I h�ttn , & i I, ill I 1 5 ii "I � Fir I , ,�, I � � I I I I , I _Fl � O i I � � Al O", �,_ , . 1, il 1 !ITT . - - � i � I i On 5 To, 't - -f - ,I � `wt-, CM ,,, 41 OT & 11 *0 veri , ull C-) OFT%-;� PICLAM 11 11 : I 4 CZ111i, j", � f i", , � �, it �i t i I = 1, 5411TO I -,� w 11 � I iiii, � i , � 1, . . � 11, 1. � � �kil - I � of %, " titn c;tl , Ilit I i __ -j".. . ,� r � - i - . � 9 - I , n--ir- �t ��_ __ - (D �_ L T ITTIFT � � I I I I - ill ,� 3 11 if 1 � ,: qtt$ T'�,-r.-M-w 1 T 9 � g � � � : � O I mola - __ , - ROCTintill, 1� I lxinonlr nli�� igllfl�lttln OTT TTFErr V � Li� nl7ag . Ili: , In T,i ,:I--' . I - - � Of :ii in - - Alli - i P__ � L �i I I I I I I , L f, 41 1 I =3 � L�: LFOTM w l;VS . - T . T , � On) 51, o7 OT I COT rd4liT T�T � - I [&_=� . - � I IL ,,,= Oil = ticte t 3"tif-, I I - 'if lzef��' i ,�� I'll iii - -0 -- - 1 -�%;;��M -p- ��==��#1 - � _AA t I _ I I �, I C ", � RIC01u: ql� P i� - - - 1: _ �_ � 9 I 11 - t'lil� ZA '. � � EUYA T i _; __r _ _ lill - E I , i - - _ � i, � � I PS&VIA"f-O,aM��,eAg'3a--�i��,�l,�ll�� Q- . TION . I i � I - __ - �_ - �� - Ir r . __ - Ru-, I I 1 -14 1 ,YtAF R �� I �� I � �r_FOFU "V32".j, , . _i r-- ��, � wi; -, .- _." WT I �I` i - essi - - � __ ___ � L r - _� 1, - - � r r = :7,Tr �t ; , I I T I .1. - - j I �11 - � 1, �l nn , - - Oil � , � F *7 � 0 : T ..., z iii ,_-, ,,, "TO -FIT - � 0 .., -, , OF ;4F- Fni - � �, li r . �_ lli� E 'r � -,-;, aFt �Ll � T T ,i_,� �� __ I I L_ I "O -- �� F,n 1TTF0 I ,rjt,l�', ,_ I - I - __ I - I ._T ;: 11L �= _L .E ,s �� I a A � I A, I �v l ___ IO' I" !1I ItAtt L� � - - . - r ---' � � . - t � � W I 1. I T T: 1, ILI! 1, t I S I ,O�, I, F � f ,11 - -� � I � - - - �, r � - - - - - I - - 4 1 - �_ I ;'m il - __ - r __ I �' 1, I (ktrk swur'll -i *10 rL vFILl �� - 1,11i n ,, ,� dei I li T[ Fint'in't, 1:1 - � . L i . III 11 ta , , I - - - - __ , __ � I I— - 1�il 4'2Q.3,/4__ 5.3, eXI I A I I -1 I , a- gellill 4 1 RITI --- 910--w2liciCulk - ct it`4WIOKV�_�B i '-p . � I I lluon-qtr�ySn AT%,-, III , � "_r I __ _-_-_ - - - _ - - I _____ I __ � r . I /Ol r- " - I f 'FFIVI "n, ,,w,,- - z_1 yvi - - __� ___ - ��_�� it TT�Fl 1 - - - I DO �-� - " n�llsnl , T, IF %% .. .... ` n-, %--r % . �� SECCR-1-hi I � � -L "l - il_ � .- '1� Li �A,-_ tF, � � � �1 Milt I �T Or 2 � f? 11 C f= �Fl M r. � '%, "I"' "r,", ,,,- , ell Tilinilt - si _ I F . I I= I i ixt itilz -iii i F , ,I , - I . I _', ,= A, . I I 1 I i � S'Etir, 1! - f 0 a) a �L Fi!)�Aj Gh � M�- :y ��: * ��, � ' "", T ' " r:_ - I � - - � - . Itti � I 111 ,O , ,�,.P�t F� � , � � ".1 ,t� A�� 1 �� I � � � It � � _ ,Z � ,''11 F ;� Ttvtr - 0 �_ I i � 1%, - 7,,j7 'T rl��-._ : - L - � �3 � I� *L `w T IT TO: NOTO:F tiF TIOTO'kin - . [r T: 'I F I I Or . =1_1 ocmcol wil I - - - � it, " ii m T, . I T - - FT� ,: " I "i:��Cf LFjjF]fagj . � ,%f,r,POO_Tl N U) � L I I I I , -4. Til T � r i ;,��: E TIR tOl ill L, . __ I T� � "i, I,5"'rl�,';j` ;,"; I -� " ,,, - __ - _ �ll� I I �Ih � 1 1:3 b I!, :1 I :1 � - � nkn�ti,� �:I:;t: Nr* i7t)l Ill � __ At- i � , I 4 ::,.I 0 I IT TIT0, I - - 9 I � � . I - tn,� .F�t"F �36 FA,,Sti�� - I - 1 � . I'� III 'I I, '��'��'��"--�-,��"�'�"L'- � I � I r4qmln�lfr Al.TC11 i - i .1 � 1, f-7" - - "" i t I .- : FIF.Lnill-I!, " C0 I � I � � � - I- L � - , - ""' - " III ", ITITTF�, 1, ,,, I, . .:s .�� ... . V, ' I ' �: �'""I:"'�,. j � t C' - " " "I rrr, - / . � I 1: TH:IIII - O i L " _T, I � _ , , I _ DIRECT A Trul I � _____A �,,111-,�l �:,,Trr ,,,I 1'r ,, TOT,O�� F � � !I jlitj� r . LL ! NO— "A_jsffJnCjt lft�i PIREKT-NiAtt A 03ING PTRE"Qla_ ,a _t 5 t � I , t E - IO�,I �Cl i I IT - r I -.D - P1, 7 I" I I Pl, _i, � �� _i - I 'L I i IN r LLATION - . " Cn � - L . I - , .i "i . � I � , � , _ V Lr- W � 'Ir n I == �� ,,� &A T I "i �t IT, I , I , � ! __ ic A tht - _� I 1, �� I Tt� f F , j": Al �:� - )il _1% - U�Fl I 'i ,, 1xi'lligi, I � I - � ! I IN � s�� T'n, ! if 7 , I I�_.' 4 r - - - ._d� 'tFk t- . � L ' � : E !VLAU O/@,.5� scLkj 1, I� "]'I 11 I , .ofir, ____'. - - , .- _ . Oil "In L - li- - 4- � _. . . . - -,T 6, Ip, _I, AL - I � LU T , - T T , =i� I � �, - - v, - E - . ��, � I . iti, i . ott 4 s T1 , 'it entip r L � " n .-t :.it- rilf P , i - _. - `�' ; 1: I On' O 10 , - 4J e. "I � =3 � , - �i_" ,� �,, � _ 1 , i I , 2 At`- * - - - . - I 1% I F �: � L, � . &I ,r . sil d�= � - = L " ". . . . . . . . . ` 1, I , . - - __ � � r:Flljpi: ; r -- �, � 1, , i , F , Is " FLORKA 801 C cli _,�":� I I - g -A, - V - �� ... "I - I 11� ut 1 17- - - __ , T" V1,I,11,11, 1 o, rz ,L� , ''Ti; -Ns,, ,,�, F , V -� _�turlr!CA -1fit-Of4ri I E MI i!�2 lii,,wo zn TOO Notrint Olstno� 11 I, - r'�'� -, � 11� 1� ___,,_::� T ;�,, ... I, -liMi-L -111. .I'. --- ii..�.. .-,-,r r, � o"d r ,g��,, jlj� "" ln� ,�� i; 6 - , Ii�� "I .. -..".,.,.�Ill"".""''r--��.�, 5.11-1-I . ..... ..... ,�',I,� .. ...... : ... I "i-I-1111,4- i - ` 111111.111-111.11.1i"i ... t: fm I_ At 1 1"t, IF_ ITT: .00: ITITInt IF, in " 11 � , - < - � I - - � 'itt , %�,��,�,�1--�,��,.��,��.��,�..��.��-�--�.��,�1.1-- , I - lij.3:11EFF: INTAICH �,:O, �t � � 1� Ft'Ir:,':TTTnn": I., - �, , InTINTIF rl�v. � F. 51� 5F . ., y i - I'll, I IF' � - ; fil 1 ni GT41' I VANsr!) Sli S'0%; leo�l I 'O � � 4t , NV�f 44 1 il'""' �'� i � 20 WE GALVANIZED Sirtin 5dAY PANI IF:', F!:,:IIl!' z � ,1 4, I . �_ i __ . - I - . I � "T, = TO, : I = If � - ` "` I , !M Da O `§� = � !.,A V = 11 ------ -0-- "�Lr - "� ,,in E , -.4.-- - I., - - __ - ` I osal ' 5 �_ I - - 1, - -I � __ - - T�; '� �, I * - F. inW Z �j � ii _qs `�] -I' )' I M .r - _* -' . 1. .- - .1 �, -------- _____ F TO twer." - - I - r ,�T��C F = - O'nLifi L _ �=,_ � a � I L � - - � _L , , TAFTAI - . __ __ I CLsffin PROIFICTflaill PROCUDI[CA LCJ - - " . 0 n` �! ll � - I 1 TO ill Ole 'U101MI rl�r__._ � V� F int _� � A ,,I ��` "'' " '_ �, ! � I L�� ILL, �,� L,-- N-:, - -i qi Al , � , � F: ,IFW�,,,,�, ''Iti I � i - i � - � = I 7-ioicomo � , � - F � r-;�il g, ,,, � I iE C IO rm O F11`1hT%h T, FITRETT = r �FL '� t- ' ' LORAL PROTECTION PRODUCTS, 1i _�- �V�� , � ,If I i � ,,,r i , C t, , n F AT S "Lit: V OFFOOF-r-l-l- I i g ��? �ili,fjtj�� R � ��` ___ , I ,I .. .�n r I I F4��,,I.Fnil� L, is ,a , T'i , ii, 011 I L - - - L I U- �_ `1 �� 11 It � - ... � �. .. .....1. - - -niF!, L 1, � t, I �, ________._ tt�i:l. r r'�'I; E"�ti ... ... fil,-1.jili E 11 I i �, �tr-r_ A: � � �%rllvlll , 1 _1401 . . ... .. _-A f , F T _,� t,", , !TQX' 'LiFT140; A EnjOinjOTTITTly , r __ � �, �,_ E E i . .11", , , T.O.T'i q ___ - ,` 1.1,1 I , , l� lt 1__._ I I - - - - L t - I - - OF, a 'FrIA= I OnFIRTIT, 15�larll IIIA, ot"TO94.4jil", K, . �:R , E, z -1 .1 ille- � !I .. I ,IF 'i I A i ��l OIN� T r I Mo Imnill OO DLogM1,14O rOWOl ! TAFFI� it 35UIlk 20 - � 76 aQ11Qe_JSALFtT,!L�s(`l_ JTQ__S_TLl"C,F#C;ul -fi'llittifUC '" , .. `_� �.I, ill `OL � �!`l y" 1j!FIO.Fi1FFr51F�1, IF ,'It, i","'. � - " I-- " 11 � ""L� tF!�" � .'. : - `4�"!I� I � "' , _4TINI < - I-, . �li f ,,I � - I I T !I � IlIFF 11 Fil I I I4 ,I if ji�� . T, � ... 'F"'!!': � I it'!" F! L � - "An F-I! r." _ .- -ta , - - , . � . OtLL111thint, I - " � � - I - - I 'I,- "I I M, - __ � � � - - rr�`t�'T, N"A - "' r L11I rr. . - - J�i - � - I , - � . � - �� II - _T_ - - � -1, - � - -- �- [ 11-11,dni� in, ,; -i -11 - , ,'A;� � LF", L 11 _�F,il , , ;�FdFsi - - �Fwlnlll Al , r ,, �, ' , . _ " I Ti � - - - - F_ - - , 1� .r-. - __ - __ - 11 __ . � _�. I I ::: ,i� ,jp'�'�,� ___r=,____ - - -_ � _c_ - Z - ,_ � � - - , L�I;O�T�ZnAtn �7 - - ,I IiI - E - . _j - __ # "�� - � ____ j - � i f, - - _ . , � - ,4 --;-- I L �. I ,_,=� � IT , - - - - - --,,.,.,,,,,, r .n.. .. . - , - . � , - -- -- L L - � I'll r . L � - - - t --- j_y [ F !- _ I .-.1- I . . . . .. . ...'..". � ,---- --- 1 . � �.. - I . r . j� . - L J_ -, �__ - __ - __ . - _ -_ � , , . � � L , , � -_ - __ - __ - N� _i� � Or au t, - _111i I "i 1J _A'I_Li�_ _ I n2j � a_ � I I � � F I I T I I I i I 4t� i I I I i it T I IF . SHE T NO - - 110iiiiiiiiiiiiiiiiiiiii - - __ - - - I IS H E 1 , . 0 Iiiiiiiiiiiiiiiiiiiii . - - ____ - - - - - - __ - - - - - ____ - - - - - - . - , r I I I I . . I .IFTI� 11, I� r IF 6 . I .. ILI-- . - %,j I I I , V. I �111, 0 11113 LL All-L, I.F I I ki .�Wh� ,� - �__ --- � �� _ � - � ul � 141.1�� . '_' , � ll� T3 dn� , ''! ,- ll�pdddo'i '4 l .I �� 1-1 . Plti*4 . ,I F '" �� '0-I'll" I W , ".f1i I I I :1 V � : � if !1, � � I � �i ��Li.iu i_J I i " .I. I� � , I =jq-0 I ',,,P �� " � : � i I I � '-�Z'il I ��-- � d t i � W '_-_ ; vi, e'4 I 1 Ill i � I a � ! I - - : _ --- I � - .— . I , 11 , "I'll", � "I , :1 1� iuui � " , 3 i � . F�� I+ - .1 , I I, � I, � Ill, "' - . I I - — I - L--j- J r E ---. �i I 1-11 1 E�!�'! F I '-d'" 11 11 4 IF I III E r: I - , I :!:III � W pi , I ' ��"'r'E':Id W� ICE, Tild'd! �R�7 - __ - _� ' - - - - — - __ - � ' � � 11, i ! : � ; . � f . I I I . I I , , I . 1 : I I I I I I . I I � [ : ; I : , � I � I I � � 1!1' b " III �:Id o . . I . -1 - . � r . � , r I � I - r ; i � ! I 11 1 , � ] 1 d k I � � I r F � � i , ] 1 , , I L � � I I I : E I i I , I i � � I I d H I I-',."', n ,I ",ld P��Idlli I'll -W E&I Mold I, dl� jl�' FOI FEi%'E"L did. � udd III -ddd� I I � d.- T - __ - L_ - ,'r 1 "II I I' I " � "I"I"I"'c' �'� "" �' � A- �k � � [L � ,,I - _ _ r . _ I - �oz�&'NIEE' - , , �J. - - , r � � � 7 7 Er z I - 1 7 7 � - - � - ____ - --- -_ - - I I F z L I = � I I L IF A/2 E T if L I'M Off -L �; _-I�'_-- - - , - � L I �Io E I IF � � � � E I . . I A/2 ; - I I I [ L"E" - I L L - E T � i . T . - . i � ___iC�_�� - - - LiLtLAL:�� I r �' , __ uilrd� I llrt.��' !I 7'7�7l!ldld 2", , � .. 'Ir" � ' , ', _ ` d_ L di l±" I �'_ � , �, I � �- - r__: ; -, 1 ; i'll,EN "�$'Fldrdf - � � -.-E- dudi�xll'i i"Fillf, � Foo, W" � � -L — _'__' '_ F= - ��1'j- _" �_ ,: �� , W u dod ,,I �, Oifd.�� d, - I , - 41, dh dou'll I r 114, tF, i- I': R :: 2 & I� �0'i ,p�r ,, 'h' � I � ,"I � "Idnildiffill �, FIVE il - , � I � T r_- � . � � q F� E - i "EARPH __ - ____ _ � "I 11 51STNII jftff __j�jQPjJF PAN: �.L ELD�AMI!11 � I � t - 2 E "�r'�' I' - 41udo� 'd'I"_1 F i �� -, Y �� I - L" A K=H."11 �uclld 3FETI�d` Ifful 1`Jl �Jul ALSII K NENTA'Al "Eill �;"j�`i I'�FLI"'I" m Sol.,M. sp 'w, '� 's lFoll 7 la , PoFm , tKWX' 'OK* "'m I I, '_ doplo," w � r,kn VP & w'-'aidd) I d=. � 17� w'u ""dium U 111 A-&-- 2 hU111WN_5Q=W1 I "I —; �_ 1 M' El j 1,Efoulml ,Z. . �_ —i I " - . �'NIC"Wo [�— iF"-- _L__—_:2�LLd___� � — I = - audu vE,,,ol = T�p i � � o. TE, u j= - � '-r' i = - Ofairg � o' - � a. I � . ___ __ 4 ll=�_lFxft "FS1 i �� . . - EE- , .�F W ffTr I '! �7%__% - i �Iwl Ell � G, W� �-'7. jfl"� _43 . __ -, __ 9 - 2:2�__ �� , " � TA" I . � ,: '_ _� �Z- 3 Cr " 2, , '. � I "'11 � - - - 9 uv'� 1, ill . � I .. -1-, u . . � Fo-Te 'Q a - 'Ii f� � __ '!__ . .-J " v I, dig L O roo dl� � - Pilill fid- F in"ET, FL 'r - - . I , 1 'MOV'r - N�_ or F:mk,Fq:FFl � ,IT_ . L F* s�w FANrzL-- WOW jl� . SI Ivi "� I - I I - � ��'� x ��_ � __. I �'- ,,SZEP&- _-�W_17N 5 :� , � � � - lii� 101 � 1E ! I - , � � ',T - " * 1, z t, 'i., __ I - z _________ - - rIX-040A 8Lf!IL.Om ODU "��""_'tv=n� . .. I �i��"�� .E!111.1211 Z�mfu -1 =A ` :_ -I li, - - �M. wi __ _____._ r .---I- T� -. 14n O � , k !Q; _01 ", - [ 20 CAM' FIALVAI 51111, SMINO PANEL I - -1 " i - - ____ �: L .z Nr - 5kil ii-L - .._ I—. � II'I______ _ �' - _ , �. ____ - - �_.. __..._=�-" I At. gaz� DL-I ti-C, � r f I-'- " IF* difflifill i . , -I'M 11 , NIL: Eizo Tal - jl� � - —L __ ��djl " I ,I � 0:Ft �" . � 11 12d" i � ,� p I, 1 o�7 , I , - � — __ ___ - - � Tl-- u � 7 , - I 11 F Rl�_ - 7U." L_ ll� � 7 -176 ,,,,,,,,,,,, - I, � - —, EF'. %�e �k� ll� f� _T1 111111 , - - , - 6E �_ � ___ - - __ - A'W!-_-_--F ------ 1 LF11,11W - ____ -L LL L ___ - r6d�� '.-T;'i � . — , _'___. n� ",fiAl""'dl �' E'. � '� �z " _� �'�__ - �� _W__ "-�.--..�E�F-.��,-,,,,�.",�.,�.,.,-�.�. ZdAmil dded,.dLi '.,1IL1___..i.,, .' I _�'T� - - - ...Ij... .� IN aIA.L1.9N11N..,Qf1ElIU. _EOR ..... RE,�Q.'O�O-F,,,EAN-EL-SLI'li��.& A-04 JN_TO_jM,j_L QO� STRUCTURES I :: E�:§: n-=q�j - . ; � . L . ��"' �'t : W., .'I"- - . - - J III --_j1_ " " I ... � I ___ � "d�"vIIrq":d : - =_'-4: � — di F"�"�41' ` _ " .Ill CUM T' : '', 01"Aa r--rI ... --.--_ _� ` I !!' �` - I I, I � I L - L3 =- '.�L��"f' � _� C, . I - - � � ------ j E: t 1 , i, 5 _- C_ - I I.-% � �'t r T-m-,..�.. � � - � � � , �_ 0-_1 I - � ", Ipl-� . 1� u,' a' - dQt — -FIF ;'� - — I I - - � I f I � I q- _ 1: - -.I--, 11 I r � I Ell, 11d' oollolh 0 F, 11 114��Fd idididdIdEffill I B110111" diluddilb, IF "I d� ifloduld"I'l- �' I � � P � I 1, I � I � I � ` ( U I � , � fil I �ud,.'�� ' — I 11 , III � � t'.'i'�'%X. ��' - . I P_ '__--�_� 1 � c �' - — �' ` � . � � ,I - food, , " — '� - "'i ,,I , � i I � � I .. r"fluoul � - 111 - IF F, . , Will= - . - �_ d;7= �: -4 I . ! �N , � V � I � Ousgill �. E2, � I 1�:j' � 1, I :11 i I 11�l I 7al 'n I "��'" u, " , .d' . 1 �! " 111-1111 I P diff I� , J"! i "I 1, I �� - � ,dI IIIII6 d . It. '' � 1 . I - ,---,! Otto- A. .�W i if, "I "'i dodo. I — ... I'd T, "of : 1: �oldn — I I,11 I O' _ , ;' 11� ` , *� I u., i-, � i I F .� � . I I . , 4 4 " 4- Q., , -1 1____._ � 11 I i i I � __ - I I i � - '� j F_ r . I "I� ! � --A &,;�w '�� I I iii, - - - . - , 'I 'T " ! , � i I ; � I � � i . i 11 'Ijd�: � - - I i le;� : I F I -1, 4 1 I � I . � I 1 I �: ,. -Iih.'ll!"',-�l I fr� . !:' , 4 �' I I � � I � I JII �TFF I I I I 4 ' � I i ' �d' � ,I "'I , dd;ln_'1_ Mi FIVI ''i If id� , , I I I I , � 1 - I . I 0 �c " . - I � ;dl I � ! i .,, I R 1 TT 9 I . I � F, F �Euinl` ' I � - I 4 . jjjf� 7, I I � "IM, 1 'u4o� � . L 'i ! 2 t - - � �L- I A, � I I � I I - � - �. I i 1, C. j ill �� 4- � i I � I - — F ff� - �4 1� . � : ,� 1, � L 4 'I" I !:�115 III dIV offill I " _d" A ,,I, � " il' u, 4:144 'I i''T 1 ,4 � 11 d - ' fil "'� I I dF . I I � -, j I . F � � � � — �' 'A' o'� I � i t � � I I - - I _ � Ld � '4 -, fol, ,� I 1", L I I ! � N, . - .'do' . f - 1 �l - do I - � P __ � _Mr�%_"- �_;:, f I I i ;' — Li-i � , � I 111"flid" I IN 11 F", "'I Id. I."... " , " I � I - -_ � " . - � � -1 - - if �=_i �� L ' 9 � I I IIII� � f. I i � � I %Ill �6' �� I - , i j �� ,� I . ; - - FE d 1, �U� " ; � "; 01 I I 11, o i !I 111 11111111 11, l�I lid�� 1 I I � ! . � [ I ' ' 11 C"'I — N L"I'did'd f� I It- I � � � ,I AIN difid, �'''j , I � . : .M."Y"' ,E i I W ' uff "�.mud " I , �i � 1� " id", . I !I I� , a �uddi -E I !. . uI. I 11 1 _1 T -I E I I i � i Ii I !� , I ' d �i' -:11 - A � ' — � - . R '� - � � - -_ �R � - �V� � - - - � 4- - — _i_____4' =4 -1 , "� 41 I , �� 9 ti I ."'E��` . 4 � _--E,1lL � 1 , i d E� . 1: i- ' - � - � � ::: i � - - 1 "-E� � g - 1 ",I 1 F L I, F, � " L' . - 'I --- I S � -1 ,I,, I - I O'd I iii, '2' 91,1, , �� "Ni I : � I - 5 I i i - 9, - - I i ,,, -M' r - - dik .' -1 � - __ � � 4 . � !F -- L� . 9 �� L_ - � - �'L � - i . . � - � - 1� _f : � 11 I 1 , 1. �__ -1, i - , rgh�_-" ...-- �� - ii � _ I 1 I 1 ". . L - - Of, , -, flu � i -W* I , �_ . � - - - I 1 1 1- - � i � - , Elliwaffm � . r uf�� du — I, , � I i __111111 '�'_) � e'� - — . �' .' __ - � 1 4,E " � � -is - T.r - .111, i, - - . L � - g I ii,Ll - All III E I I � � -, — Id— E E�— �_Z� N��= .- Ef-- ----! � � � - . - = - !;-'_'Ji� FVu� " '- 1 . � _ E � j;19MQ_A__.11Q0__XQ0'VNr, MILLA-BiNa-MMMEED WALL.AdQURYIN AWA"'fl2L_=_ALI]EW�'LLk1.AW & - - dff11"Td:Ot Al No OF �1:1 F -.11"FIF'O Addlu "I . � did, III dlll�KD TO !I4!u' 1N1rALLARQH__-_.ALM&KAl S I oil�lcflfj IIIIIIS811dIFIF PFFFIIFFFFFF��l Efo"od;� "I'do, I., I' li'CA41. �FIA� I� q � 0015T � , ji'l� OI1Fj'FE'E.'%EFS Tili"ll, "'14 �' Vh�'_F i FIIJIEIIOTNE�" OfTill - � �f lE'U__K,rd IIDA015 � - I lr� " I , FP I;�E' , , , - I , . 'FV3- rll� F", fi E= 7�,�, ,7E I' F, - F F,'-'T ` ,'I E C5 'S Ld` � , , � fiolfif FIFFIFIT fil IF liddoil- l��C.��,�'q,�'i?,[,�7,-,��l�iii o'Di,Ft, MWIiifli O) BE 501jr-14iii Ffindj� I � fdl�" 111E"T`'E' �'IITP[y T` :j� � T�' SAT , L � Lf% _2' , WA, if"CR QCIRRIMIL06 �"?:' �dl,'��]! �� ", If'-N , & lViIii, If", ii - �N�:Ni WYAL"NU, Eu� ot� viu': -11 L-�:l'iFjA'2:" _ �_ __ _ lodifiddluo Edi'll""E'dod -M-PoM 0WA5, Could: IFFIFIF11didid; �."_"' Willfl, if, %" � , 'Ii� (WE OfEk4ZOdiddu .11 '0�1)1_111� I ,� v . : I � 11 I 11 " MIAMI wildoli E -_ , I 7' � -1- :'III �:�: I III":, 1 � 14FFIFIFTI � i 4 - ,so, 2 '�:i ,mili : I I I :l 1d, &��" - I 77 F , K!" fildiLl"i 11111i j , I", � I fflopul � � - � I _ __ ! ' . I . I I � I I I ; diLj' I - I I � I � �2 d I I,, j -, .' -- %� � L I I �:_ � � , I I lId- � , � L 11 I ,,,,, I 11 I , I r "L I I I E I �� i :I 11 :: � I I t I � �_ . I � . �- I —I il'.�I'. _1 �, I I I F I 1". � , -... �� ('J� : " � � - � 2L F .1 I � I � f-foll"U"oTildt, �._'� olf-Oi 'I'� 4� I I __ ; I - "'I'T w"ILETIF �� Vzl�g__ 1 I lj�'I-df I A-1 F i 1 �' Z.'sv-Ad,"*f& � '� , �EF il "_' " � - - i bi 3 1 vd,o IN 1 F '__'_'_' F r,. �_hl I "'Ni a, �� - - - �- -:_1'o,'_ _'� � - - -------- � - L ENI ELI U, - 1 - )� � -L1-1�11�- � ':"� rrial a 42 1"r dd E' � - - - � . FFt--.d'... � , n� � LL -11 III, 1 CIA�Tfl L Poo Al , u� � f2 n � , I � IF � ,� � '_ . , _. `_u � � 1:1 � ,"u,olli, , I � , , � - - - � - =lf� - - - _E I �',� %I I !'�E' " I " L � wT �- -F S L N , = � � ii T, I�'�' � -, I - 151 �' - - _- = - - __ � - . ,��W - " . ; �"'-W V �-- I-�� F d, To V 1_1" oc I _17 � I � � I I - - = � il� 11 11 - ; � . . 5 : I 1 I 111111�=_ i . F L F 1 4 �1 � � - - - - - I I , L . , �� I - - I - 17 � - � i � I . � � � . I I, � In , � � I' 'E'T] 'F.' P" rl-" . ,do dijild"111 I F: � E .1 I . E � � FAINT511III14, i "!, FOCI: 0:11III � �:11 F I I I 1� L � - q = S d I - � � . � I E 1: I - 4 �'iV"%� I T__ 11 __ . I': � '�"'. --1 � -- ` '] - � I ��';Z_ " ' I ol - �: t � ; 11, - , - ! 1 lull- . , . ' , f,(F - I �- j I. �- �_'_ _�" ` I — rtl I I JII k--_J_E1-1_'"'� � __ 2 ik� I 1 . _5A —4 — � . - - � =jLMAMMK_ #GU&UAW&=_V=QHAA'# Soda; d,dW I. 1� I I � 111.1111111"I'll ililll� L . ut, . I , � " . .. I � Wito ROAAAR "Ifil"IFEAT" dt�r: "di'll I— - _ - L"--- � � T ,� '�NT'Ijr f,'EEdt fi.�' ;u"iu i' ,,, r�" __ � - �:�� I � ' I I Mix fir d �' iQ �') !.:I IO il,,Vlf, I Fiduld"I d'J � ILJFF�11� 11 I I, I U-:7 A45 : d1dol1�1 q I ' � of udddiF if .;o � Ii l�I: ldf� F Sk�ELL �E� o'FEFdd 1'� '� Y I �" '� � I -FEwu _ :+ r� M-19N-1 L-F-glai- L'U'L-WFET Y " I ""f �' u?ff:�El IN o'o du'd,�' Kf - STORM � I I I �'� z � . �:! " - 'F:ddL'djd d:1.41,F-A eRp`k� - - - CT." I I I ' __ F-AIN-E1.1-L& jh� �� I I 1, "i�[_ E & �Ilq 'A� r �_ -_ � -,I L '; F � �45' - i '�� EE11'Ir'l;Td' � � I , FF�R I'JEET Fd'�_ Vii "'�� EVST�' [ �F1Y st� �--- -- --_'I . I_ _ _ I I . - . _.,.I- ,,.,. � ... .... �� ........ ... � 1. ... . IJ � ,rl � _� 5M l'T W NALL-KlutKa .Rilrl -,[,- Will ,AFIRP 3, , , ::: WING 1INSTALLA—TION ld.2�'.'13.81J'��!' A ,r J, IM - k _'__ Si_"Fud -. W--,,, I rr " r, ___.5.F'4T_cI uIll"Iff: 11''I�I' � C' In :j��f4rr - 'I =Jzonq - I - E, ff� _ _- ; E4 _ E-ff � � , 4 03 - d J-) I - " ll� CID - I � dFd' ldi� ": � 11 - I d d�_0T_j_gHIFrld'FdF�jL :!jIFdfiDf_%""jo'� OFF11:' �F�Ijj:fd �O11FFddid1IQN L � - - - - - - - - - � W� _ - - � ."I : L I ' - �� — �N� .... "_' z " _-Z - _ - - "�F'�"r� �11 . Y " r - - � - - ,4-" -_ I E_�;_ � - _�' ,L'. , �' ? LIU Sold" 11111IFFIR111 I'Afirl, I,"Ifl IFIFF FFIF,Idktt�' I 4�141 fiFIdEr I'Arii'L E5� I, Al i'ks:7 Fuu'�� CA Adu Ni KNIEff Li `d:dilIIr'�E'I :� F , �_ ' I �W' �� "F�Ful P�' IVI.J.'u'l AS NEI:dol�hddk [4dd,0 , I LOCA'110m ,fid ' vil" UP'"I'll I'd I IF T . I 4111"M III 130 fid" dFfFI11 Ig lPTEFM.LJL1:F d1F1,Ff,dif:T' '!� J1`.1,.f,F" 1ENIFid;i , � d'.1".. 'f�� 11 - '��' P, IT, - dwail � I I Of DO Ad"FF FIII(Fo-diul? lldov"o'S'� �-_ fli I 4 1 21 141- �;Arrfrdr Foolix P-St ufo'�:*'Ts "Iff 003p, GAIFIlOuladdlED uriEE; �TEOFI' Fol i " 5EC U11.41. 9_'8 I r0MPfjild SEI�FEET 2 OF "FRIFE1,11W "F, . .. '� - O'E�u I `P'�s pp4t AWAFEWI ,Mr3r ETC "Fj� Ar'd4lidElifill) OP. 114� � _1,ALtP:'i I T!� -�f 4�i'�Tff fl, � '],''.�Q%�f lsrdot , Ull _F ,_,EET "F�� ft,&� ;l - . _ _gQt� �r�� ffp�% fr� 8Z C�WPC�: tD& ar�T7i:�tf �� T� _ - - - _ ,_,, " .' U 117, Im d'od'ID11""Iddi "PE, ""'!' ?'. 'O'Ltill , �lk � 1, M iM WAS S��::7 2 il� S tilli- - - u '�L �� F� r, I" �,CIAIEFO �"�T'�Odji� I A nd;APOFAEFullifx�ull� NEI fl�U�iXi - _� Mil I F. � - - - NX - o' I, .' I � �")p ,%, ' , , , " 1%, �' , , �, - - r C� �� Az� Fis � z - r - _ __ - Lc A� Z� � - � � T;N� I " - & _- - Ar, '�t'0�36 � � - - , - 71 - _ � � � - FUMIDA 5111it[�I cr.,DF, [Fl VdEu:�f' KUF1_1Eff=_ "FIE '. , uua' �di �ea � N;Ufi W?5 z1- do, All.-Ii 5pj,l I Cowifill, MA,FICW�RmEu rE, R'nr� S M�ELL� �,� _ 1, . 1111 ttl'��'_'.Iil '11--i- - , � ; - . - � - * , j 11 � ... _ .... ;'-'� ... iii" � E_ 'r ", F" " 'i-i--i"ii .. . .. ___ __ _ , _=.,..__.=_ __ r I 2111 GAGE GAUFAHEIFED SUEL 5MI4 'i Fill, ' d""-F-1t'oLFS 1 Flo O" o"FLt" 14� I �'FF%T'�-Qrgoud;T 0 Uwe OF F'dOdfFtONw OR PiTmr"48't ol - or - - ' -I -- IS Qr___-��-' 7, . � ; .____ __ - I d'u- of __ � � � - 1 L L � ' � .L.. L . .. A -�'.. ' DUFF , , EF 51U �,F'IFIFIIPF' PIFER 11VITTIFUE"'Elodl IFFTIF if f7i'll,101E 81,11FILd"W$ Old 91107 did, , AAE I '� �T I, -i��" 4z � :I , ; dlt�-� id, I 1"', `F ' , ,� FL - —"LTEC 6-'- — � F J I! I i � E -LIN e1u�_ 1GLOBAL PROTECTION PROOVICTS, LLCJ 11 ��Jfdidi � "I '' " T I ,',;F,,�,9,rdT',;d�, < I ;� I I I I g1__1_ JA`9 �_ _---`dd� _ I i �_' III- ud Slol " . , 6 sn' OFFIFFF , folff rividlild. 1IjFf1Ud"ddO1F� drd, Td'F oill i 11PIF f4d ,,FF[ [AIFTIN r" " 'i i IIIIIIII"I" �Jffo` rr-',T , Wdlo"'W &aWkioN;�,"IE, ' I .1 - Fir ul� u,� _��- I I.,%, '_ 1�'- � 2�ld_ 1 7t u"'�j ��- NES'lliffudid-IT. - Nil aTll � o t SPAI IFT OFFEVAS 1446PIU110 jIFFFddd,1:ljFFF Edi VFFFFIIFFFFIFT'11�11 101 SrutliOld"IfFIFFIF110 IFFFFMI� L"' F � ' i WdOlf1dood:�41 � - � , - - "� - "-. , 1, _ � ---]-= !!n --..- .- 11 �f dooji,iddhildt'llo "'F IE" IFIQIE[5�w F�Idll IF do0r I, "LK r E" 21 � I__ - 1 N�� L� ' �__ � � � . � � AK_T�!! �_. _ li L' L � __ �"'='Ll. �.''!XEE' !_ �-__� . - '_� � � : �''�"'� �IL,� LJ.''�,"�_ I ___ _ .__ __ - _� -,---,. - - ___ .. _. . _______________ _4... ___ � _.'. I -.1.] 1 11 - - , I-iPild.114. !1JV_..lIl. N �� Ni , �11.11111l''Fdl .. . .. . I'i ..... . .. . .. __.. - .__ � ... .. . � � . . - - - - - I . I .... . I 'Lr r __ 5_� L L ,E_C � - 'E_8�t'djjfFf_____ A , E5,41044 & AXM&_Ax&D�__ QU - - f� 0 Dil O 02& MAXIKUW�0-'E �M --'" _3Lrh1DV,LE � 1:' , ,!,r F, & 74 � ET L ,� jj� d �F � � F�� f: I L EWJ i I .T T i �M fil � IL �� I �' � �A 111_____ ", ". "_'._'_ III . . ..... ��.,. __ L � - IF l I I �' . . . . . ________��_�S�___ I "I"'IFf'"', " :i, E, I 1"" �Llu" I 1: �r � dill 0 1 'j".. , — F�� io-fld�l: 'i lo f - a�gs 0MClu- : i d" , " 6"i I __ . :: -1 r I �I - 7 - t - � 111F�' "!� ' , I � l��l dl "':� lo 1 I ,r � I d, [ I Id 'E'r F - O , il � � .- - __ ;� �l � 111f, 1 - ---i . � � : L �' ti, , - 1 !:if E, -ld- _ . � P W100"j"ildr, - � � E - - I I - - _�' - - . , � 7-1 " , I IF 1 - I I . i __ �' I S II i 1) I d' I 1 III FV'o III ,� 1 �T , L'I __ qiIJ "' . I - � - --- - - � - - . I- � _� - - - k I � I , - --- - � � , L� 1� 1� - :� 11 � . t rr .� 'r�, � /� I I �� I A" pil I , �Wpr: I � �� - - - __ - - I -11 . " L------ - ___ __ - - � - - - __ - -1 . I i I � . . � LTI .�Ii�.1�1'I=u� -L.11 11�i��L ��.��Irl'I.,�"I'll��l:."T��'.1111.1 111.1- 1.11 � ."`'__ I- '�' � _' I=,'," ,-.--- ' - - � i 5, q -- --- -_ -1 � I . . � d'�' E� , ' r - � � , . LF I . — .� , "r ,:5,T,,,,,.,, IF ,,F! 111IFE'll'T EF FA,q . i � ! . � MAXIM-Um...A,5&--,-��.-t&,-t---,--;�,- R_E_FAT.I.N'T'i 1!� dl�dddj�s,.Lj � IM - CORRESPON-MN,S - MAXIMUM -ANCHOR .. Ail . - _LOPM . � I, ___ __ S MiE�JiEgqw_ $IF = _PA N "E� __& � - , , __M I; � 4R� jN;�� TIQ _ ""5 i I if" �-_ � -_ - � � I - j - __ . IK � . � �� - _66 'Q'QN_ M-SLOC LS'l"MRM � . - i - __ _ I -, � F ' x, '�AIIE� -�V: : 'i �T , Mi 31 10,01-11, di Full - "': C I - � _T'r � rd' E� T�L� - - - --.-, 5 " .. � ,4 ...... � 4 E�t I L'r ' __ 4 � !P) '',-i"�' ' L f � � I�'�� "I " d"' ' � [I - - _�__fl�� - �T'�' 1 - I "�' 11 'r I I -odoiliv _____: CF Td'-';f I '�_'M __ i ji'�_�I _" I 'r i-i-A: 1- � I I � di I,fill';Old'dr IT! - � L IL' : 1'FT,d'jdF , , �l L � '�� I : - �' j �� L' � . 4 . . � 1 -K IL __ - � � - � i ________' I T_. -- �' __ L � r L --- � ;�_ . - . - if �Lr�' '� - � � �' -1 - I � �_ . . � , - - I L 51-1 _ 1, � 7 , F �� - - - ;;i E �_�If� :i �� .T.T11,11 if d: IFE-C __ "I E I I 7 L - — — 7 ' ' ii-OlE ' " I � � � � qpl��_ I LEF2 IF, o F'1�I'dd1l1I''E Id' i't" I � I I I', . i � � - - L I � � __ '....'_ __� - .. _'d . __ I - - j .'! -7- r g __ -.-----..-,- [ I ,;E I - - 1 �' ", I I"" � �A ! - � 1 I, 1 k I Ill [ IL L' I- - - -----,----- �' I I " I I I III I'! .. � _1 � � � I � � - - -_ - - - ____ ' � � -__ , 'r '� ---- -- - - � L' I .--- - i i � up I FFf, E - - - - � 1 6' F e 3 � . . - - � . u . . .11, . - - � - - I __ - - � � I i I! !-�� - I I � i I . I � � L' I I - I � - i r - 'r , �A �' A � I Y� IF n m'y' � . I - � -'-' L L -- ---i �_ �__ r_ - I'd i � : . � E' � I � I I I I � � r - - - YL-L - - - __ - - _- ' '� r -, �_ FfE, � %� I � � i ill� -Z � "" I F L I ! � _- -44- � _ I did I'd � 4 Old: O: I ": : .1 I u I - � � I - - 1=� i L - - - -.-. I - - - : � T : - - -� - - I - .-- - - - - - ___ _ __ _-__1 . - I . .,-A "_ : �� E " �. L F &E - � �!' - f � -1 - : � � - z' - 1_ "L "' . , 1 - - - , -- - - -,-_ _____1 �_. -d —_ : � � I '. I E I � L� , � - I I- - c I I - I rrr I 'IF, � : -_ I � I id I if , I � 4 1 I, IIIIE : - -_ , , 1 1 � I I if, - 4E4,11:141 I i - f'r Ed,EI: I " I I � I d I , . , ,� F T I I � � j - LL LLL — -- -_ -" -'--' 1 ..1. I— � -" I T I q I �F� L Fc� L,. � � A- F L - u" A�/. 1 V I - r _E I - : - - - - I - 1 - ___ - j .._1_1____'_" I � � � I� � - �� . L r � LE, E' t a, I ' ' � : - . - i i - -71 .L � ,I- - - ,, : 11,"' I F � - . ,:" . I--- , 4 . I I 'i I j � 4 � � uFF,]'Il!Ed!I �, i i � . L � � . I L__ ___ ____ - __ � - I � - - - __ - - . � : I : _�' j a 'I I I r 5 '/�' f dl, T, ,a � - - I �. i T 'r _� 7 71 - : � � I , I . �_'_H_ ... - __-, - --.,- - � - ____"___ . I 115. �i .. - — __ - i_____ , � n r i il 'I, '; 5 (To,11BO-M"IF", - i I I , I 1 I I 1. . . - - . ..... .. - .....--- __ I �o " EFFI IT� o I I Ford � Kim T�Nd A F"�Z"Q - __ - - __ _____ __ - - - � FOR ll`�"O`l� �� _'i 1"T"'] - �%I�n i i � � t 9 ��TF_ � % _'�'!F C41 Ell Sr-CoO .5 11 I I ",",!F, _r� , - i, � L - � jjTi 'O�_- � � !� � ��_ F11111 A I�� Elf N' :1 7 L,fj� - �� LL � jl� -1 'i ll� MT� __ I � "u" � T ' � l-'-, I � � 1� �- Opovi" - - ul — �� SiF�� x,IEF�;tF 1 � �� : 2 r, 'r _ Ell �Efl f� I r - � � ll� -I,- 3. ll� �- E� - �T -'IF% . . 9 I ___ - ; . I IF— 1�Ft,. E -oul To- f L 9 __ . . I T.- �I,- -.--! I _0�'�,,' ____ - � � . li� ' I-', I i i" � - "'to ""r'�"#% I 11M P4�� -al- � %�= I , `?� I I � I � '_ f � Ed i '� 11du7"Eul dil J4 'I 11 R ,I __.�E�. - . � � .- - , . ___ i I � � -� I, , _�� lo, I , F --- 11 it �fp , ,I ... - " "' � I — E .I I P�� e el�doddd% . F ' " - - , � " - I - 1 - . r �11 _ J_ I 'F . ' I I zi� di I� ffl& _ 'L , E? '1EEE' --- — I � 1� - I I F, t% �0440 COFFE d' . Iii R _ .I'! I I , I L� � � �' L_ . , I , "_� �' �. 1.1 'F7 i I � - 11 - .I-'- - ui__ - - , " - - __ , __ - . I I— I', - - - ____ - . __ 'woli� &FE:Q'�a zort.� . - ��'. �.�� . ........ � [:� -j�-.--_..'.._.:211._ 1��..!_� 41 III wall "_ � I �' ' - , __ - _ NON. ' I 9 � No 4'06�1 -� - I � E!1 ___ � - - - I 1 � � = 11"i 1-1- � I - . 20 INI Q�V`Lul fIlTa saaft NNNFIEF E I = � I :L it I .�'� :1 FF. ,r- - . I TIN � ill, ' - I ul. - 61 '_�"* S - �__ . - - r - -- - - . _. 0, - ____ -_ - j"F;; L - i ! ___ _____ �Y I ... I I I : I i EI ,,,, I � -1 . , I - .. "i , vE 11 . -I - - L_ -1 i �'� P .:�� ... I 11 � , !� .: C .1 - r N, ,� t _!�`T. 1114 - ff *- - I F I �': �j "I --f— - � f 7 L ' I r C 011ul FT" IGL OURAIL PROTECTION PRODUCTS, LLC,i -11, � i 11 11" I zl' _____ 1' � I . .. �. 9 i -11 - I I � I f1V I , r — _ r'31"� "i Ll �"Cl` , 4llll 2- - r -1. � L- ., - - - - - - I � I � uld, 1 I " u, - � � F-� � "f, � - - , i� , 4�4z =17 r - - - - _. __1 'F " LF , of", uta�� b r � �_ - � a, F�' � � — 2,, 1 , '_'. - - .. "". I---- 1_1 .- . .'!___� .... � � , .�dpl _ - , � 'r ' � . I . � — � "S' �� .' . � r , P F,l - ,'00", �udlu� � - T'$ORAL��'- __ fo'ji;lltAl -- - - F]� - r � � - - _ -, L '�;�� "T L , r . I a �_ ��'� -, %l�l 4 - 06 � - _ - � ==-- , - _ � �u�'rffud�"' ".' r - r -_ F-r — - - ' 1 �"� "" - I . _.-??!r1iT! - I, T�l --- ,� !!:2__� � -------- ___ �---LLL ,� �' 'LL L' ' I - , E� , ur - , � - r - j___i_Q' r �_ � r �L .. .... I ..... .EEM �'!!�� . , �_ _-� ,,,, .-Ii � 7�-_4- - � - - 4� -I duld d, o A ': ir � I �..,�.��.�''5,�""..�-1;1"1�,��.-.�.1-I.il�,�-�------.",�. - . F� I � df�'� P � . �" � d, ' :r � oul u'lli ,' � IF 11 di, N'� - - I jJN5j'k_L0_TjQ__N__CIf TAI(��J'Qp �.�f?'E.Q��,�,l�A:R.,'',E��tl,,E�L,$L��,1--_,�L Er'01 " f fi �1'1' - ENEL" 7 , " If f do ,rr �' 1, I I IE 17r� t --!�'_ .- I -, IrIEFIFF'o: ''Idd 110 :!d' 11, ildf, u I',r, ` F,f� i _3 ' 4(tdQ'rE - " " 5 'f�' Q:Q. 1: I 15F - N91QI`QO, -'_ — ")f N 5 . r . - I 1 �!:YmE f'�S';�'P :]� FF�F' ou"i -j'r d'u- I', � I 1 F � ' `iiEu dirr � d"'TT'd TE' `11� di r � - � '�, 2r F:EE F , I E: r W'. I dunEdFal j I + � T = 1 _ I ! I —'r, I .-I'L -] I - � , I F ---- �_ � ''i � 1 . i '4;� �.,,f , FIF . _'IfiN Tdd, Nd� fj'iF'Ff'r'r" F - -,r-- -i � � d"Ifu .� -ir - . , I 1 . i - M I � i = E . . El '� V1, %F� �,',Od'o; o I I I I - , "Ei, 1111� End ilrdly — , �� I r: I f L � I I I � . � I I � 1 1 � - --' L I I 1 - . C � 1 1 �1.111 � ,I --- i � j I i � : :t- 1 - . - "Lj�Ij: l __ I I I ! - � t �F � P i I , I - � � : � Flii� i i I L I I r I - I I L I 3 E =. E �_ - . = L I L . - � -- 4 - �I�i "" , - E l2-l", I— I -- �1 � �, � � I t I � i .� � ! f F I � � 1� � 1 1 � ! � I i � I I 9 i I I f . I � '� ,I t 3 . . ..... dt & - � I I I - , � ", � I I I 'ITTE- �j � - - � F �' -Nd _F - . �_ " -2: � � - �- �- - �- - - � - : u T�L , , __ � I 1 . sAll f +E � a EL Fullu� L __ E��' r � 1 _t - E . . F, i � I _ . . � I . i I ; 5 �� r, k, i . . 1:E_1____ � � � � � _Arl �� III E I 11 � � I � F � F L - _ __ ; . r - I i - . - - a � - I 1 - - - I - . I I � M - - t 1 IN=- - F�F7 i - . � 'I �_� - - - - - _� =r__ I w � NNO�__., r �Oi 11, ii_-T IdIFFEEL"11-I 1, I F'L , � 9 I '11 Lr L ,,, I I I, !I , :: "', � _% r � % 1 :7 � z 1 i , � s r . I "Ez.- q, ' � I "" E __ j [ �a": �=]=�L�� , � � 3 � i E: I. I j , .": I.' .4� ji . . . .. . ... �'I' 1.11i I rd,d'; I , I �� I I r ;I .... I'd I . L_'L ji�doli J, u, I FIN01-i" ".1d,7g�-T , 11101110 1-ii,duffuli � I � 1 n � -, � FIFF I � - 1, , I 1: I � , I I 3, I . I ' 1! I � I : � i ! � � IT[ Ju � 1�1 I i I � f L E �. I E _� r pu I " � 11 ---E 1: I � !I � F E I I I � . � - - � -EP - � �� r_1 ; I - -1i N"N'NIN' . I � � . - � F i � � 1 - ----- h I, . - � _ �__ I i 9 I � � � � . I !I 1 � ' I � - _ R_ ALTERNATIVE 1W - � ALUR .. -- .- - - -_ -1 ___ - I I __ � - � . . ---- - - __ � - If I;gi F � ET T, � Scull F _:F�b � � � � - 2 . - --,-- --- � - - _____ E � : rf, A liI -A.. k � � I ' r � ��'CLXJV F ATIL �� S_ � �u' - T9 - �'11' a � I �r �a t I � .1 I F : 'I I � : � �4_ . . ' r ur 1� � , I - udd � I — I , M UANS 4 IQ ,%'�gidid r�- � .� t - . 11 - .1 Z IF '� - I -��' .� 1 E � , f "�"q OF- -1, !� I 1 � 66f I L "� �il ' ", " I,, ,I IF i _7WIF1111-1 �'� .... .. I I j I t I j I - -Euii I � � - - � . I , 11 -'� .1 I i 3 � =J - I . - � - ' � ", � �� j , ll�� - �_ -, , ,r' _ � : I � I - 4�_ I - - , ,' � T I i i i . - . -_ I � �i 4� 1 r � - i . , , E � __ - K r. 1 7 � -- - I I P - I E � 4�E�� i �' - � I I � --E'E-_ - .--. -_ _' f I . Kf� 1 r %u 11" lu F""'-' El � [ � - ___ � . i I, r �E f E IiQ 'I I i '_ - -_ - I : I - ' I ..'.11i � __'_ � � I " F I i L -_ - --- - I 114MI `duy�`_- C W, � �' - I�' J�r I - r 1 11 a �� 1 - - E � __ - __ __ i If F I ,I �' I � � � I . �,r � � � I 1, t__ I li-_ - - - - I L - . - I r � K = , , rL, � i I � , - I � i ti I r � 'T - � - I �_- T r --- 4 I 1 � � E 1! ,,I:'dII !��-- . dof"I� I I � - � E � � Va- lll�- 3� M*��G l _. �,L . � , �il; I "';�� . s UA - - - - - - �_ I I. I E 11,11 I ,U — - -�"' : , E I I � . - � I 4 � -- �� --diliumV � I 5 Ed ol did- 'I - ; � '.� �% .'�^�'!I"��I�' IF 1 1 �� diddlill I' �d ! I '111", L�___ - __il,___'..1. -!--:I I � : I I I I ' [� - � f— Lj r � �M ! I 1, F c OF, ii,vill '� " V-P, - � �1'11 I E 4 1 I I F �41 E, ''i � I i r'4 ��11, �� ofF Ill, ,IT Pdur.'dl ICU IS, ru 10 � IN �_-'-` � I � vadd dudEnd jo,ITE.., a u , Ir I, � ,-.,, � '� I I I r �11 1 �" Ill I did : IF- �E� . I f I � � I 'i: "I'L E"Eo__r �ir_E, AUERMATiR WE 3W ALUallo.kUYL_4_w I .� 'Efllduff.ud� lzll 0 I � � I rif IF ddindpio-E Own ,dd,m F,w T ��1111 � i dl�llll�llranll i � � I o IFIFFIFT I 11 I I ill Plduod� SEAL! :-rill-, I . $uA d F I'd O,, , ' I � � [ I k1d djull"Ild UP 1`0 2'-2' I I , L_ __ -, I ��._ . 11 .L F � � " MADYIL=ffCQQ� FRAME I � =LL � - -- . ____-':]. .j, COJILTH 8 W LER I, -" Q, wl,'CA1IQh[1 � PJRLc-l'-.Od2gAUKQ��.l�.4$1,,%L�tt.�il'J:O,,N 6.07--Qla-�IAO,,�',I�dlita-.,IhSIA�LL�Amh &P ii LN llp�� "j I I ILAIMM ALTERAMM. A& AIIJEMA� Ni FIA, 1 � gi�o; -'iq�fl- - " i I __-"_--'__-' - -'-14"—' -1 -7d"o"I" I 64M � i . . I " . fill "'."'i d � I /'p � �1�' P � E ' fm �': , 4 � . - 4 T� I, I �7*R�_ mw Cu%� -ifTwD �_ P! �"'4�f��cE * - j 7L - :r �' i �' : ,',:� ��N L L � , ,1' ',' - " "'L Vq_N. � ��_ _�_ - - r LF1 '_4r '� �, � , 1 � I E I I 21FEF "'i 55.5� -72 O PSF AnD. INV11fl"S I E]Fd"�-� "P- -1��i 'Ed -O" . -. -� , , , _& �- -o- - � Lo 10i - R BUILOWID CODE, Digh VoIdul H: , L'Epf� !,I IFE, � I ,I, rl-lu KOFF ol MAMC %"'WN��JCLIIJCFI OI did I F'�hijIIIr1F1'F ! a �� -�l��Ill""-,��.-�-.��.��-.��.I 11 '� - did A, I i - I ��,��,��7'7I I . .... �i" .. . 71"� ... E . ... 117 . ..... . 7-i'"i— I -1 I, '''i , ,77E I I I'llik, FFOI 1:1, W/ SPECIFIr "di'Ni OF L�5� 04 E�dtbl'_ I - 1 - 1 � .k 1 = I ,�, irma I ' il�N.fa stau PjZ i �i_.i_.'.._._1...__ - - I __ __ _� .__.iI_._'.. - - __ I . __H5N5 F = � F - f � . "ff'PlAlf, - - . ,:��;T'Er -1. - V61"l-gi I I" [I � .." I, 1114j � � - S or � " _ ��' 'll. - - , 11, - :�� j--� � I - , ',u "i,' d- � - - � , - K�4 _ - - - -1 , & ��' '��F:'-' �; � t ;- - w J� i 11 .1 , � ._..__r__ L.� , 5' _Il Z� �� I I I CLORAL \ I � ' I /� I, �: C L , ,I I ___. � , _ ___ _ PROTECTION PRIDDW,15, LL 140. .. i' fuloOdd i � d", ! i: fEi uITOUNd �IFN IFE � z � "I ,�-�' o'LF � ,,, 1 - , . � 50v_ _� � - - � � 4 'g� � - - .��V�e � I',, �� 7: _ -, , , _. L ': �. , , 4, 7�' ��TIV�I'"I;-�C-"'L'f' F�,I r�� ,I 1 _ li� -J. 1� I, 1�' ,,, ft T'- — - -r" �j �� Zl, --ii-u I. r�� F � i d" n�:Zp if, "i or"i -0 Si I I t 1 A Iful � � = 5 LFZ - E�1f� ,I - ' - � . z �_ r 5- '_ - �.� � �_ __ fi �_"' d", p - . r __iOi� �Z7_____ - � ii ;;� I - � ii� - - - - I" - - _____ I r. - .� : � � ' � , Ir id � L= _____ ' __'__� d-'- - ' ' , _" � , "'� , , , , , " L LL --- '- . __ � � _....- " ;.' . � ; - � �� . ; - � I—- _. __ .- -i". I "I" d'- � ' � � : d , �L' 1�!�'-_ _i '� . ... �'ddlI�� , ddi�rj �11 � 1 I 1: 1111 '�L - . i d51 � I I F � _ __z. _ - E. - :� 1 _= f�" " III I , - � -11 ,' 1, '4, ,r , 'id'E"It"i I fl`�' Fdufff,T� I , a, NL " I , � �' I I , f � I �u L ' � '' � 1 1 I d. �' `� y -, § , fift..'. � i 11 I, I 'I I��-d I i 'O'�Ifd"F,, r - 11 I �' ii 11, '� I ,X" '11 IF 'I ,: F E, Fiulid' , " " I - � 1-/ I "I . I IF: td,Z owa J� !, 'V'. . I , _". :� I �_ � - ,I, ....... I . J I I L � . � ] . I. -r ' T, :I ,," -_�_ E , . -'rTf" a f"'I., ---,-t ---- , '' , - , I I , I P . _,:._ - ._ � � �. I I L - �' 'r Offf�,�";Lp I I L . . - I � � , ; I ... I - I I I I ! 7"' - I "� ' �' d : : I "'' , I 1 , E I I � I [ � � I I ;i I I � � I � I - � � � i j 1 I . . � I i I F c I 1 I I I I I I � 1 1 : 1 CII2 .,--., �. . . � � I I 'I I I - I I I I ; I I I - I I 1 � I � � I I 1 1 1 : : �L - -'E tr - I � I : I I I . - 40� T FA"F - : I I L P : I 1 1 I E I - - - -_ _ , � I � I - I . I I I � I 11 I � . . I !I I i : : � � F: � L L I L - : E 6 . I � . 11 � i � I 1 'I �_ . I �E ,r � ,L I I I I i �f ; II I I I 1 I I � �! - 1� d - r E _ � _I_ �_ __ r'r'L_:____�_1:f __1 ' � tj L� - � f . _' �-' - ; � I I � I-:-- 1� - I F - . , 1 �2 ��'f� T I I L I I �: � r I I - ' � r � � I � �i E I I I L i '� F"uld� D,!LL- I I r I L � i E . I; � I � � � F , I I 1 � , I � . �� 1 E f I � � I ... � � �� t , . i " � . \ r t I , t 1 - F I 1- ill. - I I I 1� 9 I IC fl. i ur 51 r - I E - I I : , � ,) 1 L W E -11 1� � . � C � � I -_ - � E , 4 - I � - - I IT.. I _1 I � —,--,.. I I - �_� .!� - - __ - � - - � _ - _ � � - � - �� _ - - - - � � -, . r - - - - __ - - - -_ - - ,-,= _ --- - - - 1.1 _. I , F"IT Ell FT - � I,, ' -, ' ' I L � _ �._ �,_ Z-0 VE , - 'r V I I V Ed, I" I A I : 'I' �";F I 1 i IF T IT- _' '� - , , "i 1� - � , � '�JFJ� F,ll� � � d:iR :"T 11.__� '�� offFiff"i. Full I, ,,, d� clull T WGUIV rPM ':l � �_' '-� ; I - � - D F; Ilklifu 1L.--WALL M20-T-INCLIN5 R' 0 4ER IF, I- ULE I iALU _ � VE Tr __ - - � __ ___ __ � .11 N , _.�' ARLIE TO SIC IED � V11d, 1-1 i - - MAXIMUM A.&I I � - -E-SIGN, M5 I Ift. - BA I f N G . ji it A, 1 ��" d' OP' , �5'ji - CQPRE_5r!!�QN , r , . tjFj_MA)QMQM_A_ PAC C-,SC,,H,�'�"P,Q,L��,A!,.��,§4.Fpg LN.5j?dlf�j�ktIQK5�L i��','L��.T..�?.,-f,L.�2&--.R,E!E--iiL- 0-ir NOC-BETLE , %Qf"'� �f STR� 'Cli Q R-E 5 "" _'_ 11 E � ,I , :�:! ��i� Au� A�QbS-22�_" A- 1'1' �! A"'�:Z' , WnE�`l ul - ZAL m�N_Nfl)��!�`In �_��_ 1, � - - t I E �I' I "i 'Ldu "'. 1 da t / F 1� "EF L - - 4 r __' d EuT�� I, " � ' 'P 'r o , FL Ld� L-j " .r. ' ' 1`1 E ' ' ' L - ' � ' I � - " T, , I _ "� . 1' , � I , 4EF1 1" E; I i. Tj F i � if %; * ,#,I � - I u , I 1. 7111IIIII 0.41, do, I�� "� ��"_ � 4' , � , .'� o 4 ". _ � F 'i L' - - :�- I - C �I� _':� 'F 'L�_ Ed � I,:I,:F I I 1 7 I ly idu I ' i GAGE GALVAII '�,'M,l FITOAM Pkii I 1 II . � � I - ��.;� �� . !� . _ _ — - - T_- �. - I -I- � - ' .1114ZZZ, , I - 0, �CLOBAL PoourCcricm fROI iLL--i �F-' ,I COld -1 �5;� 'u, " 1-yr w�___ - ii-No o' roqquiftogil oii n. F'rd"' .. ' '11 " FE"re—u'li 'IFF Igl'�%61-15; , '. I'll 'i I t 20- 1 7 G , �o!�u' ,,, I � , �ui� I'- __ - ___' -;;W-F � � %�� d, "�'LLI dulful �_ �:� dCd4:1 �' � � � : � - L!�"_-__ , - I - - __ � � rL ,_t F - . i - -' Vdi�kl �- . � _ r, _ . - _ � F"Fc-r �- - m .-Ev �-'L �U' �' - - I - � I �_ " L I'--��___ _'_____'_ "...- � ..1. _ "'L ..... -"'------_ . ___ . ......l" ___ � _ I NET Q., � . Ed X; I � 5, I t NQ ". S_ 0 XJC�0114- FJL_6=_K'_ 9R_UCN_RE5_ (liffli nfifdull� IFFIFFE ii "E� , K - s I .k. 9, d4i 1--r-, di PER WINNIF u ��'.RFU -_ E�� --,Z= � u A 6� - L L � - ��' -1-0, ' �`FQ_1111 -1 � loc ,I*- %-::0 SI . I . � - rViIII BUIMINC (�Cdl �Nl velo'-Hy HurKconoi 7oro L - � �__'_ I ...... �' I I � - .._i - _..._...' TO r � W W67 ', t duo(l OYNFTE; Ar' i 20 r I up, � z 2 AM Mill'AMIM STMI STCRU PANEL I foofoo .if I * . :r' , ____ - ___'_____ _--t— _ - . Ell , x .4� :�,� '�'f d"1O 44L; W140INJIFFIF � ud �� od -�' .�'., St TE L-olou, � _'I T'e'' - �V�"�I�i�'�";` F GMAL PROTECTIO14 PIiiiODUCTS, U.CJ I I � , " � � � �'��' - -I ktl)� -, . "! 11" ____ �"-'�'e' I I I 11 F C lq..�.!�5�� - '.�'�\ NOW 11. 61 grow 1__ , �' lius� EN.W_ `1_ 514-14 �� ' i � - , .. W, 'z " C - 5 � - � - � - � - �I' � 6 � C - / Els"d j 2Q_ -. I - '11�11,rfdi L. I On %1441��tlliol"L d-LL juf'�_O'N ifol Tddddu`FIM�1�' ";"� � U , - ludihod.,fudi, o; wupki-ifulF I-. �T�:1� 4 "AlOM& - ,,,,, 4"I OiL _'L.._---- r .L4 "o �� Eld � EXI 0 67 I o dol r P�:..:Z' B-1 E iE[ -7 I .__ "'w.'aluill E-C _1 _� -___�_-- J -I � . A I "'I 1-11 � " �' ' LuIL!Eull, ZAX - il;FRELEV W Or O; - ',i , . I , - � _�__td� �!"" �:--��-�"r.��,�.,��,�.,-�-L-.,-., ,� I . . .... -F- :I .'Ll- LKTALLAT J09-DET-AILS 9.�UJLAK PANJ�LES,Lfl ��, I* AA I h[��STRVCVRE�a � � ; - -_ - ' T- � - 9 - - I r � , . � - E �_ - - - ,I . : I '�__ - - -2. f " �j Vii RANILMI ftu$ � � 4 i 4 5 1 D fdfldldf�:' W'di Fill �� - - � � tld�0fl illMlIELAI dd,lol I . 1 � r - - f - o "Fl, cd'� o" I F"FlIf" : � O /.' ac V/ ! 7�`V i , � 11 E, ' � -_ ji I I! 4o ;is fill IFF f." I qF/ � 'Al I L � , � "i - � I IzOoddEdu ud'F:I1Fi 1z: - r I - , ZIEIF � I I Tifixi On"uFfo-ON " . 1 F T - - t��"zL:"5 Al , odf, VFxO ZP �_ � --- i., ...I, _... I I I i - : . I L omiodl 'EC"Fid FCAam � —_ , : �Wld Fffil ACAJF(I QdF(M i -_ - , � � rX.Soll"D Wl FFFOI I � - i i � I . . 1, I i - I .'r � I r M I � I � = j F - � I � I � I �� , � � . . I r . I - I f I- I ... - .__ . . � � i 1. I I— 11 - 1 - I T' i � ; � t F I ! � i : L � i ' '� I <� �1111ffm ll� ___ dF, ollih'. . E %MW C' - *` I ' I'-. � " � Ell � idArill I ,��o I di,ir.idFuddr- � il= - , i :� � i � � 'k�r du L I I 11 L" -, I- I , 1 :1 � - . I i ii,il �IlFl_ 6 j � L =1VIII!, 0 " � 1 , W . � I IF 1 f" III I : t . __ i i E _'Tf� I . ''W �Iji ��i 1" ' I r I I , I r' I I I ' ' f I W, I � Ell --m ' � I I � iii -1 � - , , �;l I . - 1 Ed" 4 E, 'i . I E , I - 2 1� ll j" ; "I",! I � . �L " ; __ - i � , � �' __ � 4 � � I L I � CiF . 5 I I .1 I i I [1 t� ,- = - � __ , , r : I - T _ a - I . __� � __ A I i . ... ... 1'. 1 . " t . ,� � I ;� I! __ I I_ , g - r _. �II- [ I � � � - I- ___�� ' i F ... rull"i I � I � L71- u "I 1 � FF� � E'*-"�� L -, , -, _11, 1: I � FE � - � �" ` r - _ - T I I 1 ! u E ,rr'fo3dq'1, M � : Flux WudI idill - I I - : r I - I � E v 1, -1 I I Nuz 11 �."E�dr�'b I � 2E '_ � uVE ; E"', I, d' � L 4 t �'F�4 1 ; � . E � 4 " " L , , "� K - a � li� - I For .I ,,, 7 , , � I 1 ,,,I , FJ�M EF�Avrl M F""r; - I : - E f I IF! 'EEMI& i 4 M � - I I I � � � A&- r1pli"i IiW;� I F -�Afd ir�*Fu . "I � -T � � d"W_Ndfud�' �o I " ' A - -"i� �Ir"rrTd, 1. , - -I, r' '� E I - 14� 11 . . � IF I ll� , - T . - �.� , ; v,"' 7�� oli 1 I I�u',rl dff�IIL I'd � �& � 'j_;' � I I - I - - -, , , 44 � �`Fill%"';�Zr ' ' I h4S Wl 7�wdl, �i I Ii�jl . - - _ W 1) 'f f 4f�_' � d' r " - Z - I 4�jr I � I I "Ll W4 Aq , . I a III- j� � i � j, 0 ji �� " I I I do ii millow �' I i - I � , � i I � i- � __ __ � I; t _ I � I � I I � .1 F " IL � _ , L --- _ I I �! � � � -.1-1-1, - - . � I ii, , ; I I I I � � I � I �� 11 r i - I � I I I E ' I I I � L [ L . r : I � I - - � � � .' = i I � . I �EE-' = � � �F,TE � =;!% I - I � 3 I - F I �' . - - - ONEX 7 'r � � I � � : 1� r 7 f "r, F -_�A' IW � - - i I - u - : ! I I � 7 1 I ... --�pun � - L _1_' ' � i M 1 FM _ - �311 I � �INLF7� F 77��I'--- r ' - - i , - 1`14 � � E, . 0 : up I 1 . 4 � k ; . � I Wit �a ve ladz i , . FL dr_ - : __ _zz� � � � L �'I� ,��gl:,�i��!,��ti�,r,,;��,��14,-, = j OW . _'� � -5 -1 i - - __ I � F 1 v - _� i I L, I I . 11 - i�_ - _� - I I ' L." , f - I f ! Fi I I F � I - 9 ��j I 11 I LI, E� 1 L� . , .1 ' I =:� �: , I "E � �_ __L -- - � - I r 4 F I'doE l"CAM . I I -_ I I �! : do OF O � didET I/w, a -, 1 1 - __ � I id"o P'llid'IFFIFF01 F`F" Ol- "Idi"I'll" 2 �� .t�� F F- ' O"4' 011 jfou,lu f r I � "I .. _� I t `� �t � ' I �1`61; 11 I : Kro,JAEFCI� L 1-dU -;'�-!v;'Ftl�� f� -;�. i� . i � i! &M RIOUll I I IFT'IFF1 Rdd�'Iflimf di� i � � � I I -� o'iIl:Il � * IF - : L I : I 11foollull ludd lul;'11E , i - L I I E I : � � F F":'. V& scruOddi a � I i C_ 0�' STACF" I I i LM �l c�- -_ I t If - - I , 'IF, I F IgI W, i - __ � i I ��:" � - � " � i"4fu * ' ":i' ooFE 4 ' 'I r :: ' - OuFFLO.'ZU 1 - Oil � i � I - - =�j I P.Arn 11 � 11 - MECI .... MMEMLIMIALL&RIM � - _-; of MOd`oa_1�# OF plulf"� � I - -LiA &fff R11-WE L JW WRIC-Tym MIT ---'-W-" ��AQUU-"T-tK,..I.t,�:a��A,tl.&i��,�N WRE" MONT _j1WjTM_WuNj.Ol SCIFIF Ols I -I, ALIE&M 2W Ali - JDA I---- I— - 1.1111.1— - - '_ SQ'F 1"'A"', ooI1 a4i� -' N le4f. 5L i 11: o, jl�pdljdf Ouo LF '�duL. L� ��F� - !I �W'Tlud I 10FIF did. fFoI I b FIFIV 9W "i - ': I 'Trufr - _"�'_' V� "" � S I' � � I � �'�a " " � Fu� � I � "tr FO �� 11 - I - - % r _"� ii, 9 xn� �W r V0,1413111"INIFANO, Ik I '��' I _'�L J" A r 14 ,"'ok - _ I" �jdl '.Z'_41 �,V,1:�" ; I'll FOFFF w-vi, vdtd,�Euf "'I FXEol'rFd`L1dF':I0d� rod"I"D. 'I'liff"Flil"FF FCF "WEL ".-GIIIEWrl"i'll I I I IF: ': uIrIFF07, , ,r', �' I ':SN.:N-- -- , � - - - -, � � -- " '&'!" z -----xrEN - ' I? T;E,, ilfi � I Ise 11 ... ';oinfid I ifil �I� �lf OF �IF T� <: i � ': ,: ". I I "i I T JONI . j". I J I 11 "i � 5�i I �� .��-....---��,��,�,,I ... I ....... . .. . . .,�'.."�,��,�,��,�,�,,��', ,I . :� '.__..____l -ii1 - � , z - ":�,--4--�.---,--.-.�,--�,,�,----r�---,--.��--�",��,.�.1.11.11�-.��- z __ _111"It" . - - E� 6 dl "'I"', -1i "i I'LOOLOA 51i 01,10 00!Ok� �(�gt_.Kt�!�_!Ij� ......... t'4��!Lvl'� - __ __ � � , , =F�ZQE_=D'=�: m : M), 14-1 � 22 - - E*. * i , - 'q r .' " INNEI i , im T'FEFR'�� I x I Z-11 I, n I �' � _ ��_ � �� . . � i 610111FIEf"O"S cdki 1- � - CoiisufM _K �ky ii Tn SV� . - ll,a �' z,N= � - � �,-E�'TEUE;�Z�t;,�.i�%��"".I - Eu . - — , -% , - , � .� - "-- "' ' ' LL � '" '"" 1-1— -, l' "'FELTE-Z76- il� 'LL � . _ , iil� DDRAL PROTECTION PROEDUCIS, UW. - 1� P--,- , �P� - I �'� - _v"K od'- , , R 41'��TT�11 �t"��E" �L 1 Ell , .1 - � �� 4w O" sl:� i O'�jr"Fjf�� ,, anoleFfor �_4'__ DA� � �t. � I 1 F�'= E_ --- _"L' '� — IfRiouO , - 31A � E 20- t 76 �� m5q---- -E. _'4 - - ,-;' '?� r= 1 . r � z' I., 'uir pi 'upl I-'-' .. I I - - - �� - 1-1 ,I! I. � .� Eur"o'14 'F"'F-1d: " 1�L �__mi_ , I I L.IE . I;- '��__L � I�� - - __iTlt� - ... ' + :_ ----f-;'�- &w. U- lur it P73�- _: ------- �--f- �.. . __ ______ ---- �_ �_ � .. _- - r , , �' . -- � 1 � L . 1.11 I � I . ... _.' I—- .J�� ___ - - - 1u.1i95Mda1iIdEJ .1- - ."', - 111'� '.� 1� .. 1MMAILLAT ION ._QEr 1. , F L' � �AM. EQB,��_. =NEQ__R_,iU_U_ZWE_`_rK_ —STOM r-ANEL_SMFX � 4'--o__' l'W. 1-f"EfFlo; a r ,,,, .,I : NTO I �� ...... ' __ 11Wur I ,�91$MJNG - , '� � i , '12 vw� udotoufi�D um dol, . i I - � 71 i IN, MSI-11 'WE "LOMU . - - - R - -4, I 'J" 1. , 'L - 1 ,I .— - �". I I .,I 1,r i � i � IF I 7 ' E � E -- I A . � �[ ! "T" -` ' [F! i I F�Tr ,""'ou, I T5 j I i I "i 14 M I I I, ", IF. I T�' J., I : I � � ",rL" ' �� I � � i - I '� �' I .—L - i '�: ! � . I � � I i I 1 11 - .1 ___� - - � I'll . i 1 I I I 3 L F , � I I a . I I I , 1-T.—A i I T 1 � if I _ 2, I 0i I I - I . . r � � �__ I � � _ - OONNINNIM - I I I i: �_ _.- - " A Ni : i � 11r'----' I � EM Fj - _I: �_ N L �� - I, 4_�_ _ , �4�1 d.1J,FL , ,-'- - -�"i I I Fil F-Lll� , ) - � I - I � I ' Wool"F 1:1 - If � I So", O'd'j , � . . . ....... . � 11 MAlu FIFIFF'', -' � I I I !�T I - �__ - - I 3'" 11 "14 ,I " Aff'ou'dollif d !I I , i'L : i � � tt I j : -- I i I � � i � t r � - � _____ - ' - __ I 'L 1: I 1:1 i I -1 HIT"FOR i ��f -'Adxud - __ __ � - I 1 Mi Mi I M � __ ��VFlluir " I.-- Virtual Review Assist, Inc ;" —, �� 0 MAI, ted and�p I "" � N_'* q , I, , �," . � I I ! d !!! T N �T.,Ly AUERULML-2 Plans Review comple . I Id " �� 1. � .� j�Lj-�" offt,5fido' 1� - __ L �K , J. I � ' ; rL 11 "" , - -, � f "I'" "' - ' I , [ ", I . � V ", "Idd, - - 4 . dp�[ �' - L ,j ��Wo I,, "�' - for compliance with the 2020 FBC � - r `�'Z: i � � � -4- � ld� _uE Xt 1 i,� J t r - Klahr PX231 L . � i I . I by Debra Anne I ! I I ' " I 1 i - �' �' F I '�' " 1 T I P r � - " r ,IEELI "- I � . -� � T ---, d: FT o I, I . R F�'Tdddld�Uudrl 4 ii 0 I -_ I I T =n��E_ - - -- 5 � 1 ;� 'I I , , t - _n r '��r'11� , - MM - E . = Ell , - it i � � � _� ocidoiNiNuNliQ = _�' � 4 - � _Wli .; , - , 2 , lodoldfliff" - I — � - �� ! - I ! � W lk , - � I I . `��111_ ' dlflf� 1 � ' - = r 1, M 4 .'i � I - To , , � I j 1 1 1 11 ' - "E"011 ff 1 �"I itlliilill�' =11 - - - 'i .�. �_ L_...' . " �" � 1: � " I �c i I � :__ - _. IIT I I I � ''� r �' L-_4' I � [" � iwimm��T ds I 1 :r ii ,,,,Idl:f F,�� i . , =,' IF, - I I � � , - k - T "' r I r i � " I � � ,..\- Kj'r- . , 1 , -I, I � f- - - � 1 � �- I I I, I 11 , . I r" i Ed � ' , � � I - � I — j. J, I �� -1 � � - -, r",-- ,I I "'. j_1=_____lld__._iF 11 i � I , - "� I . k I � "i . .� I - " � 11 - � I I . r [ , , . 's; ALMNAM-L-3. ALTERNAIME-4 I Z I'll Jkr I z � -.f 1'� 1 i'fl, � - I dall"UL . r EI INMENI IF E� F=� .'r , _ L ko� �'*Ji rai MET. off, I �Ml WFOFFF'dd�ul,'Wfldg� Of I 1� I ,j i I �� ;�.'�� 2'cr o E do I, o L OR - . _ - -,I , " nn" I. 1. 1. 11 �E do Il F I I. �Ixf P�4tdui I Foll it do off, ALT N TIVE ALOCIND FRAIAEn � �OQ��JT 0 & �JL_N I ,.-$ ,-..,-- -0 � MN5 . ,A F�b! � Or I r 1: A I I T F�IF kG ,A Fill I ddIF '11,112' I _mL 1"r - I � T 4$1 I I!: d j� "ou'll Fo, �f do TF do, o. loo o-M, �,,� -I Tol �W %ONN, - ��W �M� I'lliff"kil", I'l Ifill 'o_ Ov. - - MQV NST I t1di, 5�,,, - — - L_ QN ,Nul �, IT, olu�'%, , x � � - - � � �.. � 4, ,ALTERNATIVE 1 W �SF� ". '? NO. � Ve � �� '_ ` -. �" - - 11 " ' I '�- 1 - �In F.I.FlAIDA 1H.HILLIFIf t*filk�'ItfliZ ,I I, . NO I _X!��21I'_! 11 rellF.c. Laof = I � --i"i 11 .z= i� , 10 W � - -"-- `_ F — ___ - I , ,,I ., L I ":. i i=m I � �! ' �x ; 'L ME CALVANIMid VIM. SIMI NoM g �uti'� 'cE I . tI - —_,", __"-'r' , L - ,dir - I r , — 1 , 'Mfl�xru'a �n all vul �_'� M&Diil Wl -z =0;� �rkTOES f;' 70 '�' "r L —.- —_ _ _ , 'F �"� �, � �' u @lN �= F� "OF'u , M-r. OP dd� I - 4' Ill, F� - ol, ,��,i-��xf:,.��"''�"::�.��,:!:��r. ", I a � "FE11fixid S, ". I I I I � GLOBAL PROTECTION PRODUCTS, I OML . � '� I, �.�.W .11 of, _�;. . �' /I�_ "'L � 'ION r - _'* __ ITV, , I ;� % I ';" Ei .. A, ol WT " '�E , I�r,'.IF4 ;fol , EEN � rojEEFIEDIO *d" VINEddir FiTf I of TK MET�Egfl I , I � _ ;!VI' - , E-- "" " "' ' �' 'Ll I `� � I I '� ,,,, Kr�i A�IIMI� IN I EaRi 4 kv - X, .-, I - �_' I'll VVIONG IS dFIFIVIFOOMIA11,411,1�1i, , "ll r (155 OP Flood (11 - %;_ ii 40do, _''n' _'n_n"' n ,-, .'.. � - . � -1 'r , 11F 11 'l',,'rr I 'rdrj"Fjo� rEo" � 20-; YEN- __ [ I " '. , Ell Il- El Ed r � 11 111111didjudimu'loro, �� - '= %400,,�'PA I Z' .� 'It'l: I 11of 'food "'� � � -, __ , =='d� - 7E q 1 I .�'- , ----'--6;W�; F "11W � ;'�' I., I —1 E - , u-, h" 11 jj� I ddw_-'�" . - - t"' �_ I , � � --- f;F;74lE - hIiu, , � �' ' r' I � ' � - � I --,_. I , f '. � � .l � .I", du�r a i �'E - 11 - __ I. . � � -R� _� " . old ou R — - - '.1 '_.! __ �'_... .. r , _� - foodfj I � I r - -0i (1) (3) r- U) iiiiii (2) -F-0 -0 > 2) = — U 1 2 (L) 0- 9'r _0 0 (D C�L cid -0 L_ r, = - G) —L'—J) � +( R C /I <6 '— = =3 M — CU U) (1) —0 L) 0.0-0 L— i 0 C:)— =" _0 .:�: = = .0 U— — M-IIIIIIIN" %i M V) Cn -I— C) 1E cn M ,,O,- - ,c 2. 0L 1-illi -0 . = U) < " ff Cn �' -6i I , " " a) I (D i: a) C_ / ( _+__0 +--a W I , � 1 �j C13 > i d 1, r"'I"I"I" I ' 0 L_ ition , r I ' W 0- 0- 1 I I < (D 4 0 . = I , =3 -0 M 0 L_ 0- I C) q r � a) M L. (n M L. M MM"I Uj I 11 .E < :z = < I _j n ' — E SHE T NO I. I SH 1 1 , a . IIIIIIIIIIII3 I I . I - -------.-------,�.�..---�---,�-. NiQliii t5a ��, n0hrs �W �ii� � 1 �� 4, W! __ __ � -.- ... _ . Y � = X. z 17� AA_��,-, q'i'-k - ap-_ '2-- ZA,16, ,V� V it � - _ �C* ;�ffw;lq a, ift i uirien. mwjw a &�/Zq rT_ Faaio I4. . I i Ililli- 0. W � - - __ �� A`-0 , _____1_j_ — - , - — - I - � . - - , . , , " � . � � E � 0 a 0 - 01 0 0 I I fr- ��,:,--;-�-�----,..'�."�"'""",-.,-,.,�."-"�'"."",� i . � - , - _____ �_____ - ...... . ---,--------,, F.,.*_._ ___ =-- __ _____ __ - - - __ — , � ! � I I � - F L 1 1 i F , "I __ � - I I . 1 i i I I I I IT ; 1 :1 i I T � t I : i : � , � I � E � I I . : � . ; � I I fl I 5 � ii ;� - - P i � I ; I � I I � - :! I � I � I I C I, . I I ; 1 , I I I � !; I i ; I I . 1 i ]I ". - ___lF.1_ 11- ___1___� __ j, 1 --I .., � i�,�� i 1� � IT,) - fs I i � 4 __ � - (D 4: , rij i fl, , 1 Atok_,p Al_��_ __t i - I - � `l 5--i. - I � IA q_jF I f===-ii_ - AAM ; ,A� "w''n'Vi'" I I i - : 2 I ... ... —, � - _1W : i I - __ - � - - - - - I- - - - - __ - 1 -71�.:, ,i Ili P I i - ol- , "' ` - 1_7� 'I, _�_ I',jr I � I � - I I , I � 11-,Ak_�, I-- 1_�� I � . � � �0_ � � _-, - - - M;--,- ?Ii , � . . � I - i 11 .4 41", . 1, - - j . V� I - a i , . E = - - . iAii-, �,A_�, I - I - - I I - - -7 _____ - . . m . . i . - . - � . I 1 * F ; - 0-:� - I � - I - - . I � . I I I 4 . I : � z ! . 11 I -11 I.- ! ,i 4 � I � _ - - - __ - I - 9 . - xnfflip�A; A ,vli�l�_ � -1 " -�� - - - __ - - - - - - I - -------- L - 7 ��__ . 41T _V�I=IZ � iiz! � t - k--K F ;�- I - - i IJK T - �_ L-1 __ - ____ � .-t - - - � �fl , . 1 j! 2� i Dim''Oklillo 1= - - _ _ J._,__ . - - - _ � - — - - - __ ____ , - __ - - .. -- ___ �_ __ -- - _ -1 � 1i — ,�V � 1�m..i.X%��":::::: :: %�,7��-,-��z�ii= Z= � __ _r__ � � �_ - �'," I � . - . , ', I I I""""""- L 111olir ".1ii/ t 71 W !l - " C vil * I i .W1, *. 31/0" 41/ltr� Wlto, IMUR - - .l !. i I'lliji ,A*,I.q & aii�W',,, - Wi�,, � �b � 1I M,Fl & wlli/� ,�� I - FIA �,5, F Ori �,Tltl! 11:1, li* Ir & ;,il�i - MI ISE -TIll 2,, - - _T - _E SAFE A` IQRVJ�_ L ' ION QP, JQiN,.J_Z_F0R W T __.t__S _� ELISKAR-1-t SCAILL WI15"if, - �, � -�, - - 0"Ll LI I'l'; A IA� � , I I `Iil� : It AAW � I "t 'At'! j "L I - - - I C,y I I'�:�,�lli�l,,�ll,liil,!,Ii�l!,I!l,lll��i��:,�!1''�,��j �. . ii, ,,,, ,, ,, ii; ,,, I � "W��;i ii:i � I i"I'lliii iii1fl, I , N!"I'll, 11 I, I � -, I I � I - , i 11 1111."i - - - ,� � � � I1,111 - i4k.- i .ij.1 , I " :I I 1,, I\", , A 01 �i M - � �_10:%�� - ii�� i.iliiI� t t I I 1 j I ' �7 " "il": t 1, ,r ,", I ` I - - i i, , ,. "I a )"! I' ii 1, "'i `��,, "'Fl/ �. It, - " , , I . � � 11 ,�� ,�''. i�, " �' L _'�� -1 � .1 , , ._ �. � _ --- --- - I Tl� J_ t, � It, - ilig I &M u-M to .5_UJJ.QN__A_mA SCOI �,�, 1: T_ , 1, MAXIMUM-A-STIL LU-SjO-N fWEMRE R,kT�l-N�;--I�p�§��f�7-��-�,LA,t!D , C_Q_R_kE1,;a0_NQffl M - IL A_X1M-VM,.1P'6�!ELLENQTH %"I aCREM-LE . MAXIMLINA il, 5,11II I "I ii� � 1-1111 . t 11117 � --- _.�� ! "Ill'ill"1111"I'll �:��L�"'��l�"I'�'r�l��jll.'I V,ii�lii��i Xsr,N PNV��:�ILII:N:� I T. - 11 "'"" "" I I " , , I � .. . ..... . ....... . . . . . .............. . .............................................. . ...... . . ...... . .. . . . . . "`_` , - . . ... .... .... � . . . . . ... .. . . . .... . ......... . . . . ............... �. i I 1, I Ei, i :, "I"i I, L I, ,L RA�jNc� tip I�: I! � I�i�d` '�'z�A�- L l.""ll:401 1[ 11 I ____ - � , - �__ i - L ___ L I I'i.1 �� - - __ � � �___- -,-- , , � Ll 11 I 11 11.1. � - - - - - I - E - ,';� 3 L! �i LE , � I I A�' i 1,hi," I f7l%_-� 4 I, - x B � it � L_ _____ r, ...��"",��-55,,��,�"".��,,,�,�,,,,�'.1 ... ��l�-��-��'�.��l�1.1�IIIIIIIIIIIIIIII��ll�11111�l.�ll�l�.41------ 1 � 1,KTAUAT1QK===QEjA!L$, _EDfl_ QPTfON�_f,Z_EQ& ... U,EE.211.11 5 �A, El.., , x1l's I .11 .1-MR-P _N 15 1EM 544T9 kk�iNg W-do...5-TRUCT.U.91% � - I 1�� " I --i- .I I - I � ir� �A , , I � L" .. f: I , I I P I I I I: �., _� 1-1 I � - �,Fr _111 " � I .'', 11 I t � 1. . I 0 ; 1`11 � I 11 I iii . KA� PUMA - - .1 rh I �1110D: Kmi:A 11 � iiiii'lillil twIlITFIR I I I Kill � � . I" , � , ,: : � I I PEA.. AV I - I - I �Z, II � � 1:14014,111iiiii, I ,, I ftciuiArr, I - . . . i ii� , I � - 11 , I I I --------- - � � -, i, `114'd lfflt� a 5, OX I I, _ I i"O. TAI -_ , ,��,� .)l -;; �,ill`., lillicci, 41 0" MIC ,'Ili .11 I 1 I I I� I,04FM mpiiiihN III f" Ot ti 7 I, ,� - ,1f, I , � . I I - �O . � � I t it! �, Tlimlf � i i'T"KIII, _� , I �� ". I , � "'I'l I'll AW rpilililiplii:l ,; - i, I , I - � i i/2 � -.1 :1 I , I , - . . F W, ,�2 ... Milli lIiW;ATT,L, , , I `� . � I VITITTITI.Tial '.1 KICIdi `,V� , RAIKIPP il m5up [ i , I �, WOW' i . Irlill XT Wis � .1 , � I :: � i A " i 1, I I i ; -AXLk 1 � E - I 'Verp 4,NXTI ig"voyt Wi 1 '61 1 , i , i I � � 4 z I � : I ii, � � f 9 W � , � I � , I 'PIMI11 . . , I � � - I, fti�: I 11 I I i -, , I/ — � - i _. - jl�i:lt 11 ll iiiiii i ii, ftl� . � III, "I �, f . --i-i � , -, 1 I - i I " , T,W , I � I I I rff _�_- �1-�' - - � I W. 1 1� I L �ii , �,, ,� .2; .:i: ._� �� -, � I V& � , � "t", I'lli, , 1: 1! � "li""', , �Iiiil L � - . . . i I - I : - 7 - f r - � - . ., . M I i I � 2, I _1 in�nI7 � ` 5 I , ji, I hl��I, 11 I I , � i � . I -1 , i � - I I _. F . L, iiii, I : - . - � , - 7 I �_ I - - - � _.- �__ I I I 1, �� 1!�� 11, - � 1 � - ____ Jd 11 Ill � "I = , ii III � �,-:.f,',__ i �=-VAT�M I I -�,114l" i � I I I ,� - I � td�w .- � i __._11_[j� I �2, I ![I �, ,,I � , - 1 I , � - ff _j i %� !A�W __ V, W � � ,:�Iilli ___ - � - I � AloW I 1 1, C�I�� . ]�� III-, ,,Ilii� i i � __ I-- k � 1� , I I L � - _7 I ------ . - -_ ! L L_�� , ,_1 �� 'i = I 'i Ili _,�� I I ,"Fili, V L I I �,-:, ; I I � -,,-JMl - , - � - . 11 � .-Jr ... �=: ... Ali.i,,. .. .. � - 2; I 'I, I i I il P � -_ I - . - I I : ; I I E., - - � - .� i I � I I Ekoiviln I 1111]", 11P�%Iiljoo I : I �i E .,� ,,, ,;, " -, iii. — - � I I I ,I , 4110i M ii� Vj I � . 1 r , I Aiii.- 1 - -F � .- NIX VAAIAi� - � I i -"I "'I,- '11TI11 111T�mlLlti , : � I � , � � I- - � IlIz -, in ! � I - � � CII � I'll li:01ilt dm� i � 'il'i "I'li: E I � "If', MIA 1 Wlilillii�� - i I (.;t P,`M IIN 11 rit,,�, � L IF - f��'L f ,ji I ijrl�ilq I � I . � - - - liijliili� ilislicTil, � ,till.- � I I - - __ - - wl�iw� � �i I � 1 isliC 11 lik"Alit - . - - - � M;WP 111 I t5i Itil - � r,,� �rri;j�,, . - �IITSF_ �� Tr, �uus III - - - - - - t1i I - f=, IWIMMIE � I I I , i4� i4lil r hiii jl� I � ,,rq,,,,l,,,, T I , I 1: ; �1� � I li� 'I I' i I! � � I I I � , . , A, - � T � ,Iiim "4V "I ,�D I,C. � $ It lo�s W" 04 I ,, ! I I 1,10, , 1,11'.1 9� - - f , i 9 ii MIS Wy . 'W1 hi I I I I -I : I I 1,14"li 3"'I'l 1 � I I I I I L i I , ," I I �i : i ilillii "xi � , - . I 11 - � f. . - . I , AIIII0 ItUT � I , I I �� I I � � , I i I I ! I 11 � I I i � � !I I I I I It" � 1 1 i illiicv, . i 111A � I I I i I 41� I i I � i �i� I � 11 : I I t � E. Q, IL I 1/2' , I � I : I I � , W� Tllfliv��aLl I I � I I !I I ,: .1 1. - I � ... ", : I t ! � R-At " :Rii , I Al I i . "IEWICTI W ftm�:, : ;I! j! � � �i "", 'I ! � ii � k I I ,,�[ I (�,,',i ! �� '. : 1p� � 'L,,1"_, 7 . iW . �� 1!, 01 'i ` � __ ""F'14F�i,, ... ��i i ii of I -14T T WMi7'--,.l,,1.� �1 i I't, �� w ti,k � " -11 I �1 � �� . i 1111-Mmij— 11 � I-— - - �, 1. � � P � 11 I I 1� I" I .... 7- ""I ', '' � - t I . 11 qL 1-11, _m,F_ , -- ,, I � I, 11 �� : ,t. . - �, -7- � 1, ,,, 1, I � I � r -t'�i ...... . . .. "I Z. I " t �� I 'I _ _*, I'. 1� I AQ�� I.— - , I i �Ii I - . Ylill! i IL igililiq IN , � -..---. , . 1: � - - 'r IF, I III, � ' � I :1 � �iI, � �� i , �I� ..... . � ii�!! �.: � ��1111, � ! 11 �* � !� I ,, L � 11, I I , r � 1 I I - :, I 1�,41IVT , 'I * . 1, L _�___. __� i i E'a 1 � I I " K�11 __ 11 "i � � � .,i 11, � I I III. ___11 _10,`4119�1141V::Ilili E - L � I - , , �� _1� �� wl$�- - I � ��, i 1?4`#-�N3,11*�,, 14S. ." � �11�1 " i � � �1, 4': 1 � � �_ � 11 �11 � , r , 2 I , �� I, I A : mz,/V�',!l III �: ill", I ._::;=i= -1114 I � 1 : 1 FiiL =, ig i ,,,, IT �, 416 � i I I , � Iii, 11 1 I 1� ,� ----'-.-, " .r. '. , ?,,111'� I : 1/�� 'I 11111,1�' I i , liVP . V"U" i1140 wilu 1� : I I ri, I F, " IlTil%il `1 __�_. 1/4-10/1, � I mw�, W, , t� 010811-Elii CBM.Ntil L , � � I 11 "��,Wp a I R,Q, 0C - 9 - ]A - - �. � 4, ,, ti� � , � - I - - - I - I "`l'. TWI IN " f 0 C, � m I . � _� I � 1� I I . � - - . - . A' - � 11 t, - F, �It iF 1, it I I 11 I - - ii�". ,,,r,Ei,m i � ,I UAEGGIMII V1 � - 1 . � _i[ I i il ;�-,�;��' TVTL I - 'if .I I il 1` 1: _,"Lr, 1: - I I I 14.1iE tl.12�1'�I�111 , �, � �c � = , - - - z . � I kuDwMil I I 11 i I I A i- I, o t , r �� Ai, ,itt"KTI I I �� - . - - F a _Vz lilim- YlIl I L. T - E J. i -C � I I f , 7 1 - I F 5 �, . . Fe� I! FIrvii . =."'t . � I 11 I FlilfTW7104 if UillidgiClill I , , ."I: I CiF III �i� PLAii � I i'�iil,"�,� ,T;,1,,,1, - . I flMuRM - - �I_ At,Q, I�Jltk I ,iii "!?i, "Air I � I i I .1 koirl � Aill `T J� '00"JI-MMIANU, -IN N'LLAU." WALL M6 WT-fm. WA" W INTING WALALI till - Wift &VERNIMIJA� _70- Q _Rd I ... FAKLL ALLIQLHAMT-WE 1 "X_MFEM� TERMATIVE &A ALff,, . TTIVEL f,BW 5ii:.iA /M*i.i� � 9, RMAR-u-Na A-LIM 14killill _Mqu - � iL.- �ZM�i�_= Wilif Air - SCA�c Aii.,4' AO�I.ii ....0 ril - �� , N, liki q:T% .__. 1� ... ..... . .- --tt''....- _� : KNZ: . O��>--, ,; tr N . "--;o`A,, �[.1 _1111111,� ... ..... . -1-1. _., . ), � 3r �� - 'i r I ,ti � i ,�, -%�. - ., - FLORIDA SUIlLVIII40 f�'O!E �(Il -I W��_ I i ,it � , - _- ,� -iiaiiia, iar,,� Aso, III U14111 i , . 4M,_ , -�-.;,��,,�,�,,,,��,,��5�,�,.,,,,.��5, .11.1-11 I.-FFF—Ft, -.,-.. _ 1, _F__ ____ � I-1 r � - , ;I I T - _,__` "' _7 Ir r � ' r L I Z - A"'a, 4,72 ,� l% i T, �, ii �, � . � F, - L _ �' - _* It"—, � ,S,AGC 15Aom""u, I! 'll WrTriff It i i I �� r 111P�A .'r'uiilrlp��i��Lrl�0 I,,'; 011300 �,�� 11-1-L $�K__, R. - - I - . 'A IM, STM, _Mft fikw! � IMM I M � , - � ;Zjtt;;rjt"ii;6.;."�, L � " _ - .----- - . , ''I ii C iA tMilif-A if � I i : �Iil'r, PINK iii, I� wi� Ii �Ilii,IIC I ol I M, ,I R M,,AL iA 1. _Ii�iiz ,�, T - AkA I 11-1�-'—"",�11.111,�,,�"",��.1-�-i �ii _� S_,IxToi��r "'it ��-77t, l ,�� .. - GLOBAL PROTEC,7NON PRIDI LLIC, - _ ____ . ________ .____ - __ O2- DM QINK:-NTS '�OR _W�E�;5r ... ��_-PQQ_k ��'rqqg _E__Z_...HAA9._S1Q7 ANUS _ i'�� . � - i 57-1 " - - . I Iih.__� 'irt. Of) REM=.- - ,,r I �� '1� , liklir"", Tua IIJII �_ _� I 111,", ,,Nga, MIr I �1_ - , ��, L I I - ,,Ni' " " � - - --- I ��10 -� ,,��L :�l KI ... aW - - - 'I , �lw`t ,_l I I � , - , �Iliil, �, — 111 I � T ,_��!, , � - I �,19, , � " " - I 3 � �, I - �, - - , ti qor� L , I r ,I----- t, � __ � ` t `F - _r �-- -I I ' I , - � " " - ' T2!V 1: 'I, L - L !::I I 1 -iw- -L ,:- ' , r � i ii� til -� . � 4i , �,4.WII�_ - � I ' . L I I I x, . - � � J 7*0 "t tiI !I I r 2 I � ?�_ . WAIRK M-M-A AM0. � � � . Tll%i1jiIFD Crr,Rrl ?P ,0,AS AF FAI : I - � I I, � L - - � � : j '7�;= ,7 1 F,,rr Ili 'N' KlAiIAM MADE � � , 5i" : , --- � i ,,� E , ' 1: � 5 i - - L - �!� � -1 rj I 5q 1- I. 1,10A i I (111p, � (�r�. I "' " ' , 1! " � ' `U - � - _�� ,,,, � ?Atil - I t,ilC M,IF --IT.. i�i: � ii .ir, Al Atinr I i: � � � I � i F - -- - - — � � I , I� - 7 - r : E � R --'!�- At i . A I i I � I 'O'l � 1% x - r . i: T ,:e"Isv ol it, � l , , ! � � ev . � �n 5D � " �rr_,) �, ,--,!�44�, � . � f � 4/ . , 7 E . � - .,I I t%C k*;,,n i, E 7 I I � / � � s �[ z . ' � � P' - 5 �, iliti). 4 4 1 67 '� I �__ I �:l � ,�_,_ "_"" _� I � _�r -] 2 * , � - 1`11r. � - _ � ::T ' L - � -0��-,4--�.�.��.�.—.-.1�,,��-�..��-�—��-�,,�,�,�,�,,��,�,��'ll""I"..'ll,�,��,�,��,�""..��'ll,�'ll1l.11�..",�lI . � I I - - .1:0�__ - . . � � A'ML MI III � - , ...'. - i, ... tifti, - _� � , , WE OF -,-- , .'q� 4 1 � - , , - - I— � - OR ai �L�.., _.-W .,iz ,; _. , 'AllL , � (il, , � L�,��&j i;'Ji L-, � .. 'L. 13� 3" 61I%1M,M21,Iii1� iiiiUlIM-AMMOM ij, moLia - li;X I� �,��O,,r . ,�, :� I I ; �n;� \, I 1-1 " �� . .... 1� I -x _9 1`� _ . 711 E , I I, LiONG "W400it �� 1 - 'r - K 11 �: , I F Li��1-1':i'-e��ll-g.-�.".:��W'I' I 1 t _� ;t_, � it -I , .7 GIE,L�-T5 Akin IkWcr� : - �:IjL,11!1'�Mr , I .1 " C ' r I . I - - it! ,, �. , "� ��A,W,o :Ti L Uj� 911i, 1 ... Di"ITI.L/allit I ii.010T i 1��J,jl 1, PZ il .... Flj[ .. ' - -'--" L' - � .. .. �. _. . , I— "I r _ r ', . , ,rrr r , , r - L r. ___ _ - �Z---,,..''-�'ll"''I'll�ll,�'ll""I'll��'ll""II-1.11--l"�,�.11,11'll,�ll,�.�11.11I __ il,irrmau;�F. .. __ � I il:ll�" � i I C I I I ii� Quid" ; 11 h I I L J: , '12 � I 1, , . - " - __ .. " , 1. _ __ , ":: ""___7��7_!�� 1, 11 � I" ii'll" - (�)I ."""' .kii'1uK_;li' C T 'N"'[A-UA-ItQ'--P.ElAIL5—EQR---'�-'T'Q"-r�"i#:�-"-.-"'R I�Et;$AECTY ...... 5MRM-L _SYSTEM !-NIO--FXI-$T).N-.G-P,QV,R.0-S,PN-q,�RCIE-.DR. QQN1r,LFKT.IE B.L,QqK,.,5iTRV,QLQF7ES 'r ''i "Pio, ,X�0,11,11!, 7", T?J-.0A �mi:"P":A 11 , Ili I liii�jtf IVIK Mlilw:i I I' -� FIcIl.i,ii 0 IF 0: 1: 0 V, oA gil ii, I 1 u 9- C M�__ � � ri- ita-_�tL I _E�I.M 1 114 _FF�E� l:0,J:1lllT. I " �qi,jirl ,". - � lco.011` ,.IT, CI��,��i Q I llm�ki" .ft �p e ,,�,In7, OAAI�47t-r I L Eii CrrWIPI C, . - ;��XI �*�VZ� - -- - � � I I - -i ii -� ,� I I - � I i� 1, .1 _ - ! - A� livih:, flii,:Olil r- ' �� L , 1 1'� �� `Flt I - - �l , A ?A Ili ; L � 'L I/,H KNrx "WL,11IT Q f L :: _-4 t , i "I Ai:: �i - , I:iT:: ::: ii, - � � :11 ` I 1 - __ � r, .- �' L�' - .' L _ L � � r L r', it'. I . r __ f-�- — I 1. - � , "I itill, F Ti_- � i I I� �'!_,r- i i i� � I I � q i 'i. . V I i �,� I . , r - . ; . 2E E . i I � - ,FF__1 - � . t � [1 � ` ��: ! 1 I � � ki & I 1� 0 L, N :1 I : I I, ! � " g� 9 L' , :1, �;_'_J_I� I - I- --t J_._ � f � �N,�- t� AJIT li� i _ . - � I It - , i 1:1 11111VII-111 ....... iii . ... . .. ,__4 E� L j� �- __ It A� - I , � C�NT . � - _`1 - : I . i I I I , i I Ai t 3 . � -1 I I �: .1 ill"AlIlill, �u � �', L t �_TT -1 1 - Alt- � � I I III r - ;, 11 -, lif I I � 1: : � :,� I i I � B - I .. �il,, tI 2 , ii ,'tz M ' , ; 4 L i� �� 't i � I =g,,T! -� " F � �4 i,T,si�' I I - i Ir i li,ill I 11 � _,".1A - i ,,i -i I . I i, I I ei I! -1: I r � r � !�! I r� , -2 L - 1�1 . I L � t . I � -1 - E I I � - I- Y - � ,I, � I �:, I � I I i 1: I I �T I, � I !, � ii � 1 ,1,I,:,,,rI�:I i - C � - �� T � I r il� 71 � 'L , It,- : v 1: I ,�T� ,i� �I, "'Itili li�� , � I .1 � I .::[ - � I� �Il� 1� 11,; 1, It I, il i It I � I ,1� 11 �,��L rr __ 9 I � I I I I 5 � I , is, i I � � ci-s , . � I Lit : - i I �,, .L., - a 1. � :'I ililif, I i i I I L 1.11 � r �: . � � � m � :: i I ; P � . - � - � ID I I I - ri ; R I ,I 1, I I :I F � I . , i I,; :i � � I � � ��, I . I I � r 1�1 ! �, : j I iij,g 11 r I " �t � i� ! z, r�; i I � L j F I E s i L I ; :- lei I " ,I � , �� I! ,!�� I I I � i I i , I IF �!� I I It I � I I I , - i I t � I J� I r ' L If � , , �11 iL I � ,� �L, i r� i � I I -L - - - �_ � . r E I . r E ; i � : I � 11 i � , - t ,, I I "ti-ii, , L I � � i , .t "It, . I ��: I � � I I � - On � - �j- r T : I -A Ir 1 . - p I - Nil, � - ,, �` 2 , I, jj,� I" 1: ,I r I L I I�it 'I'� I' ','JL I i`�Ij'�"��'I" ii, �Wl t , � - - T I I - I ti I F . � � � I � I r 1 I! ! � . � L E I i i � I I NMT 0 ... ij, i , 1 , I I T I � I � i i j . I I I -_ I i i: � I I i ��4 � . I 11 I i �il T I ,L",M�� 11i'l h I 1111 1111� , I i 1 1 � I i - T" i�il:�: �� : I � I �� 1 I i �.. ""..FF, I � 7IF � , It i I � - � i� I If It 7 1. � ii I , I , ; I I - ; _ - - - � 1, - r -L_� v - . � I 'Alff,i�",'l I � � � I R_ lt��.��L:�, � I ,,, � "'_"� , WkA= - " � J _. , C - ,�: i, ot, , ii,:11 � ilii,,� �: l ''F , �] �Ir�T - i ii r'i:' ' '4i " � -A- TAPCOA A� A, - jv n - �_ - I , - wit FW 11 �q I ,;, : i� , � , ; * , 1til, , - l!i;Tid�,i1l_`IjltiI ,,," �,rtt L -i- iTUIRIIIJ LCMAITE 0I I11114'1;�'T ALZC. - IIi� I ,I T L')!' j I ��; v " 'r � , �_AAL � O,U� G MIJ JON' - __WikW_,;_ A -I i -W&L, ,.GG,&E11iSQ_LM6r&F:.L RQU �7 S IM Qui ,L U -9- KWOLA-R—NAbi I _: dit, �O L.Li!f'1r.F, U,IGfL'..Tx.PilAii - , ': VsAi � I I .1 $��Iiilx i,ill ..... �" 11r" ' L______ ��__ i , I WA," Tft �T sIA- ii� kL tW - �� i,,li I I Fiow ,,A� - __ � - IiA"1111 ;-AM, "I `1 � 11 - . 1-1 . , I I t,, ,,-vtl — � � � �t II : .---,i :I li,� ri'��T,i,u Aw il v, � .- j—'-X, I - , � ))5,iii,�Il i-li r 2� 'I � � I- iiAA'AM �_ � ; __ I 11 A� 11 i � - lil I I . ��iolit 01 Iij pfii vcT � �,vrA�- - __ . - " IIII111,11MIC i7l S�" Ilk 1,414ZIAIE li_�, __:!ii_�t ft" 2VwX � ,� . I— � - - - -"r '- L� � T�� TiT ii%ii:ll Fw_;-4� ItAi rill, � ,:,F,,,r,4,-,t,d til FIE _M�f lt�Ivl I - �,�� "� t , i �11�1 111111 il-T I I 11,111 IT . �P�W, ii,biw';0, 1, - :1 - I I 11 �, w U`Ili`t,,,��!" : - E � t 1i M.UY-1 f - . - - , . 11 , : " , it 11 � - � , - - _. .--- il; - I - '" �' , , K! ��_ i;t �it� , � � "'ZIE __ i r "18- � 1w, V1 �lk ,� f* _ lii I P t � 11 .1111�111 -IF . . . .... � - .. . . 71 i I - `77-77 LL� f : _ i -_ I 11 � I � � ;I : r �I ! � V , i ,. t ii I si"' �A � i i., � f'j r - N' I'll -1 � [��§oi I '� - - [7- - L I - � I i I F ,-� 7-� �-, � - - — I :��, III �!! !� : I r��I 1. . � � , I - I , ' '.-T- AiiLt, � j:A , , A �! : � ii; 11 i I " s VIF li't ,,A�z . i W � . r � �� , iiio , I I '!!', ii ... 0, � '', W , rw�,, ,41,111 .45h[v . "'.-.0,zA� ,mc� ii,�s,: I 4 IR I'l?' 04 I i I ti! lill] li, if - .W - - _] ti --- A - - - �:� - � � � �:"� I , it I 1, I 1� il �, � , iih 4 'I ", �:I, � � W�'.ft�D T_ij,Kr*.'q_ _ ��il] L,Lt<,_'�:� -�t il:.'*c�pr�,, �Iif,i> 'i �: ii I � I � IT AIJ�AEA itir III � MA L, L - 5E� I -A& IQ N VALL-WA&LI X"LiNZIA"TIOU V=,TM)M .42 I 19_� PAULL 0 U_ _�AME'f_EAKEL I MALE �.-A-�E� ��id �i,'18,` -1 ? � �1 , Il .1 I J _j ti, i I _� fsi�[ � I, N IN Al i� r t Er MR11"AMMEME"MR-0101i* �:N,TQ--E&$Rt4g,.-PP-Q-Rl2L..grg.NQB,UL _ JOR � I'll, I I L u - _ _. Q � - , I - I � - ;2"', I � 4IA�*;il� ;--A, -�.",,',), _tIcipm - ,; ,I ��i�ot, - L, 4 V, liil� �;?trt __ r I - ,, i FAIlIKD V� i _t� i, IF— , 'I p CA WA� ilLOCK I i Rj�AI]A . r A -I i --- 9 M t�i t C_J!�:ii:' I �, ' "' - � '4"� � " i - I it ]�7-fff"':, i L � I I ---�F - I , i g " . � I ! I !,I I . � . T11. IF . L . , I I c:y. I I I - - -1 I -1 A ___1 #"� M" PAWLLIAIL `]��: �l, "" � V-2- L " r "i,ilisitiAR ,__ A, , fA7 � - r �� pouWD Iill'ji`0 ICI�__ OR CANIAl -1 L_ - - RFA� NALLAM10K. _11"E&I III ZEMOR-16 OLifflavi-As- EI&B" 'CALZ ",Ae�j, 7 ' - — � �, - ., _� I--,--,—,-,, til � . . � ,I � -.1 illit Aim- ,& . A �_ __ - , If - -M ,Mf ��_ . . . . . 1YA. . __ - � �tI,- - - sil ii, C.G F_- - - 1-- I ! - ,,�,V . ,.,I, — � 0-if L11L1 1, - 2 ... �,Qk 10.4-IT"Ai �W �l ___!!!��, - m �_,� i-i- (i � ii al�Awu mi .f,':i;16 W- N.M � , - - ,` I -11-11. iAli � � T�I� " ilL, �tiS� AMP �Ck Alt IF, - I : A - - I i t'��' I , 'L "� T 04�__ isft�" $� __ - 'Llittift'l*4 Sp�iiir AA� ll,i, %V,-�, L Al F� 2n �� , - ARM IE TIg __ - . i r,,,Lltpi� FCO ,.W1 4 " M" ;�� , le ,iij,M��, milif--k.?i i L I lilij, I L � I .- , _ I � __ - 1. I SFAIDIC =�� A�4 — S�Ou � ff i - t'�L � - - m �I r- �- � ftolijl�_ � . I- E � . I 1�_ I — - �_ - �_� - �, - 1i � � i 2 � - . � - i � ! ! "I 9 i �j, � A, , 'P I t ,, it � —] A 1� I�l I. � i t � I i i � - 1 9 - ,_ I _Z=� I I I �1 4 . � - I ! . - � a - I , ! - - I i iI , -I C �5 1�� 1;� � I I ; , 1 - I I - � - - , - __ I __ i � v "J it � g � � A � � IIIIIIi. I - __ 1__ , 9 ,_ W I � It A, .- . . . � f � . � a_ . I I � , " j ��: �_111 - ,_ , z - � I - - � i li, , " I , � -1 10" 1�ii,�. � . I- 9 . I: W� �i� - . - � I CAV III 14 � E t . E � __ - -t , 11 I I � . ` .- . � . . � I � I I i -A-it ,, 7"771 t I'l I ii, L I F I r . Ili. 11 i J � - � �, � . ,:: �_� i , I .- - r Mill ;5! ,_ � I i = __ - - - I 111 fi,, -,v� Pilwl. Krk'i W" 7,'Vi2 �, � V3,2" ftw- V-.7, wii,T,�, ipl,1110110 A�I�V CAz9R,,Iir tl� wipwil-'rT 6U;Ic:i! RINW190 #A�.M21I ... kHA"AT-10-110 U.010-M 9.Lff ES&Ef ly- ft"LL lilp,� llf�w 3,%�. � " BUILMUG "I Mli,Th Wadilv NuiHicone _f__1 a) a) C_ (n —Cu a) 1 0 0 (D > 2) = 4' _= L_ a) CL = 0 2 a) 0_ o = M -0 n . .a -1i 0 a) — a) a) tzl. = a) -0 0 -0 _0 = 2 -2 = a) = .0 u- — M r% %-If 1 M III*- 0 M > ca_ . C_ U) IM 12 CIO M_ �-- -0 .= W < 0! , � 4 z z W Mi INSTAJJ j, frPIR. QrPRON FETY STORM FIANEL AJU FOR �M . t t � _FjUF..' , ,,I _IA , r - - - - . T � liul"--X&L,�-.F.--Z--WUIZL-rlcaLEMiLI _29us � � N19 Uj!ST �IPIIO -TWIPQP S]IRM-MIKS � � I . i . � - T_I,T�, Stt�y HId"lilir , , , ilz�t OXEIDEW � A _z. XkS - - It roR f-nAA`irjAA"_ _' i: I �, � � � "�AMA 't, 'I 47 � �i , ilit I ci' - ��i% . �,-� - I El 0 Willo'Al, Wifilililikula rig MPCClill AIO�HOK� ii,11D PAN(likiltIE `C-44,111E ID & PAME-1VAlt litliA III c&`-',Azi%, , - � - = L- ! I- I . . E I . 0 � 'i `,� ,b V,� OP riti, M RICA, Run,&K — ,-it tili'li5i"TI ,,,,, 1" i �Il2r ,'-- i V_�X'x I ut : �) ` . i � . i_____ - - 1-1 I --- ___ _ - .-. I L . i I � - ; g � . L , = �; i I , I I - T , r, I, ,I - i 3 .. 1 � � I A,P i!t,,7� litTi, i - io�n -,I�r� .9 .A- � =,�7_,,, TM� I tlK Aiw,* V CKD 4:'-',--L A- WAIWA, ilitAlEitt"Oli- i- I- I-- t 7zri!�_ CKPI tiN IhNi':F'Dr�6 sl��:, IA * 7i,a- ;KM MtAIEW � � 1 � I� : r it I*,, __ I 11,11i �" it g'A-Ell E� i'll, t-Il"L lil�E I - . - 2 I . . - i I � I : = = t I F W� ��_l I K !IVSItip�L�iin AK NO INIV�,till:iNk I ifil, tlf,jll��Iil ftsATE%,.j � H,i , nr L , j ll� - � ij�� 64� Rill, it i -,�, I I�,AZA,�t'A! �Ii i4i'IZ I -Et r'r I 1_� ASU� 7� 01_� ARku W�, �Xi:iiir TMT 5�05,-,AA A,.5,D", if I I/M F 0 .. 1� ol s �, `IX'NiAl 4 ukg 71, 1�,'SUI� A,iiii 1 01i ikot, �hfjuGlgliisil�nilhl� Aril ilMas', hlkr,�A DOM "Ci '� � = - = - ,L --_�-- ' - �- I jAp� t - y . , � , � ll� - L . 1.i.q'� jjill�iltr '11:11 E�- 0��t ; I _ = - iiilrjilli i:It,� iji,AiW�, r", AqlAM �� & �� I . , 2 I - - � :11: iiii-I "I " " � CTI I/I ... uflli�i IONPICII11i z '-t - � N' �% - I ��i , - I : I I III il (2- - �YL", �! I � ] it 'I 1,12 Alil 11101,111i'L, � I F IN11TI AT Al"I l_E�f,A,.1jii tv Il I W tN ni T �tL I . � : 10 ': 1, i - j - �- u - I � IN 1'44ii:Lk Tc ;,C]itil tL ,i L E r� it " ' M� , i &I ��!; ,_WT�Rll ALAA i4,i � , , � _ , _� iI - , I I't fiq�51[ I'll: V r;lij� T2 � C il 'i L I WrW LA� F�,, A i � A ,I� , I,li�Ei� �;V 5 ��. � , � -tt I - I , I - -E - �,, ii� QASE IIIM P10i_CilSV $110,0 Tip, AllErt"Af T CCIINMHU� Pill OF iCIIAlID, IW 71-ft EW�;4_-� %ALL 9 � I � IKSF iii'l 19k, L ,� -_A7 - WIA�_U all. F� zt - �� F I' rCl' . ; I D INY.Wk," � ,A - , it�]I-j��, r. me A,,7rTlG" - I- ANCHORS 5� LA , � � I OiC'. _�, � ['� AEi'CH r4,_ gL,,,T !�-.L_-r`�Iilf F.&P, 5 AiL __� Ai� . - i �_:-I;V� ,t� A i� 1� i . I � : I � - I � � .ril: �� :R�T�iiwMqcj : i % ,,4: ,1�tIT-C,,4I � L'Itil' ,N i3r'�l . Ili l�iiiijilLI,% il�, I - 1, i=�L� L �__ . � � i A 1' I;0iAPr1t:jITi I liltit iiAT;j40R_7' I�'I, i .11i P' � Dr AS � - - AAR� qg-. UVE� 57RC� A 2zm �N�WA� rr I � I - - I I - . __ I �r , it . A itE . � - 7� . - ' � t - k � I !! IN ,111 J:I � illig", [ti-T Yfli!S FCI1q WTifT P,ji�ili�r, I �rjQj, tlr�Eo iiii itill"ri ,Il#A,,15r 115'L'IEA� 5Cc.G - W MA$ RUN t� r P � � . I F E I = __ � I . - - � � L� � � M�ff� � - - - - � I I � 1 1 - ____ - , � [ � ,Ej:ri�,,,,:qi!�� I ii iiiiI,I � I A 17 it y� 11, I l 1� f, i Ti 9 A - � sI_ , j QW1,101n 51I 11 11, I 'Ir'L L �i* t I- 1 � ,�` i'� I'! tttw; P1 i � Al, !L (if T i I if ALI L'CO,IM �. M I�Illi [ �1�11F� ,AM �� , , , -, I __ __ - I - . L ,L�IiIP A,ll L;t tt �_ T� - I i - 'a�� I [ ?, i i� - i � r . ; � i ;' I I ff , I I � 'I W1MJfAC11LA1A i � " iq, �, , I%Cli,-C,i r lit'i I � � _ A ` `�:.i P �� TF�,i r' Ai,� t P_ '. - - � I � � - _ � - I E � . I 1- : : I . � � R ri I � - - : A,t F �, 11 I i 41 r = � � i, , ,V 11 �_ . - IAC)OR�_ -1 �ACN � F I � - 1;` AAK I I I � � � - - I i � � �' � �� _itt:7�_ RE , �fli t, __ - � � - -- F . I - - z i �_ 7 1 - -11 LL , __ I .1 �_ � ; - L �- � -L'-I! I i , �_ - '�� 6 i Ij . r", 'ii 4 ShAl T"F RUPONSiSmi, N 11iiii ClOrTIA ,iii'l, T 6 kB!`�'�i� IAENT]i�'&Jj I CK 1,1`4� r0,1l5TAj,1llrj,[ TF'gI:lii:�'i [ lil�(T 'A ��i ritt ff � r �� ,C 'At T4 � I r I Vrii- �- I III i I'�!; "It ,l I ... III l :- ii, lljl� 1, I T-,'R �, j "I"I". gu�� -1- I -� � I I Y WHER ,li i 7,,',� K�: l - - At" � N m K ATTAII 10 HNSufii� Tqityi NXMDRAQ 111111$ iill[IFF�rjl? �,Iil�jj . - A . lLj� '� OdUl' PIT AM'C-�Ul "i� �;�N-�M �A:� i � - - - � � � � I 11 , .f [ E_ - & t I I 7 : E - - - r, � . I : , 1, , - _. �� - - � _ 11 I - r . � 2 __ � i - Vill -�MIE �W%V1iir1_ . - Ul', r tr ,Lt - �rij � P j!r,jT>,il: f� �� - Ssim T, ��[Aq lil Trl- 4 _ "�i,iq - - i - , ,; r , lt,S�I,�,_CA jT. I'lqr �q ... I 17 TRE �t: �i, �� 4�r_if . - �rr � I , Fi�t,�Fmll___: 1 LJ_17�1, 11_i� �_ � I , - I 1 4 I7 I P, � "i i4il Ili ,It I I]A - 'Iiitr ,ii-I-L.4T 14, I, - - ,iit,, t ,I, � ,L I it- �� qzli ,,:EL &� li� � , _9 � '.- IAA�� f,itl � 'C � if I, ,e I,,,, � � I ; '�t�� 177 'I ,7 �,t ig - A, I" tht'r It �',,"Rrj,l 9 . � �_ -, � - I ,,, VID _' r I � � t- �, X _ - �, i � I , � ; � I I � , , I if - ,. : 9 t, - _ - I I : it 'FAii, A"I" iA � - I -CX 1' �Ilnil'117[�tili� ,- , r i i�� - ym< 0_,4, 504 -W - 1�ii� ii:TlzVzv,_A R�'!�,V:,Lrii ,-- 41 'Alr: tFL,Tli 1,tvirTtar lii�tl_, i 'r 1 'iRDONE, i I'li- i I I " �-`_ I -j L ! �" . I 1�:� ,�;�- ws- -01iiii'l ;': `t`1"`1.JCA4Tr� 111il !�!Ti�111� AqiI l i''i'liG Flryltl. "lliffirlily, I �'(;�Ill,!r'i r1i"., A .- _ _ � LUA;74 _. - i I F, . I � � � L I : 'i,;:l o��Illi�z,, ,,-, I L � I, xi 11 I . i �._- UANP�V MW �; I-- 11 SPUlUil 1.1 Slfic�u RAWL R�WA,.Lvh,344 �_ ii CAuf t ii,:� itp,lc', llill,lichiii�l� IT" 441h�� iWilli"IlliPili lllil,�ii FQ'i: ,�!I��III, Ai_-� '_ 'I F i ,, " t� ii��: � I I i "�,� - � ! RI'MIATIl PROVICYBI VA� NE juqi_1L`1Ti;t:_*1 Ali pflii,TT ji, lVilliT 0:1) i0 f � A __ _`A-_ �Lt, lit, � - � - - T� � ", , .- I If L u - T11 _.N,jjI:,.,r - ;�AN�� 1 -, -, I - - � " I All,l,,_ � FAill . AAI[�..�� A: UtitiRARLI, Til illitilill' Al,.0 Ainjiid: 1: , Sli l0ki 111 IRIV!i1i'lli IN ��111115 !!:: l E il it"I" 'it"IM _� � - I t P I � I L - � � �q � _Ql iu 64 PtIRMANED 111,112I)i lit", 1I V-� ! � � _��'IL �%�_ 'UC_ � _ � _iA,0 S' U ,,V,,I: ji�L�ifETii_ fiAry:K�L I . r - --- r, soi IIIF 471"k[l�[li'liI� " th IWA;M VMfD!l 1*r L 3 , . - __ , li XL S_ __ - U F I I - � I ITI, .�l Ni . �uu I!` � A� � I � � T I 7 - t �_ � = t� L � lie ION ii: � I , -, I �- . I L I . � . - .r � �= i . -0. F DACjI� � � � A _� I-S I— :� it. �S �&Lj ] I 1 5 IA � It IgI , , I� r , , i�� i 7VA � � jLi,�� ' "I "iii''Cl' 'Irir ,: I.- � j _ A_Vj�jd,ja rrRk4FAL�_ Ij t L - A- _R I,,� r-irS PAIDWur !AlA_ L�t� ZI ,,�r _� �iTL 1:i� A77*11 � � I�T�: !�_ �, t � r,� - I � - WIF Anoilri! i L I - i � W I r - � F I � iTLr_- - L E r 11 i i5lim SPEMIC fl,iiuilti,liir� � � ilpi 'i, 1IT ,!�i ,1�a li;�it it � itf,il,jr- 11ii0ig tifli ii nill; FOP �, � I I �� - � ill i�:, I,: - ! � IF il kl-�..W �. U-1,41, I;15l�l XT Ciip�lji,��' �;!,Illjj IiA,t jililil ,:';� ltr�,ttt � I - ` I , I I -- I I - - - - A3 -M-9-f-IR 7� M 4t$Mfj1"R,,Ji ,Ii� ilif "FILUMN P�Pll!:�Ii,��,,I� ki,D lii%!�I,1111i,imlii VT-,,�DL��Pi r ; - _4' wt� , a I , - � i . 1 4 - - � � - , � - SAI -- _7;�i�", s4tI,AL, "i j�llil:i !`Ljti�, �;ulllt% ��,Tj'if� 'I IiJIVI A r �15,i -i,I �, 4 , � � =15li PR,Q4QI,K , I t . � Piki;L STI I INIIII,ii,i2f.ill; 51IF51, _'T I 0. TWIL .. ` `14��,AMT` 'Art,'T�Jrtlli PlIX.. NOT ,Vilslkll� "fliti,E ft4 Fj�iit �lii,irr 'A -Al . � I . : . : a I -ag ,�, - F - . ECSACFIIA�iI ��_ M� kIr 17-- t� it,j , - - � W!"I -Icicll 'i � 1 '2� III! _rUW_ -i-, i4 "�:-ItiLitpr E 4 , .. rii1f$ DO - 9w �A ' �`t AM� , �A` I , . . I �,� I . 1 7 ki 5CR��'W� TA RE S-UjIY�,ffl�,', Slff� 3CIrA �lr �Ilt� ili�l J�R,F:." iii, ,:!W'1,1.1�:,!�N 'M5j::i,iljjr !:,:iiilj: I �T,j t �r ,;l x V iij , I ,it t._ ii6 Dfp rIT, t :: L _A� PiltMj_ &Ra�_,Q,_� ;X� III � 1, EA 4I I�i ,[ii - ,,' AIDFI��.' i - ' - I �: i I I I L !-Wi�_ *1 W - Y�cu s1atA-%I__11 AF* Q_D - r' tjt STRj��'�T�' A "__I`L� Vf`ijt� �",LF 'ItAirl" `�1�01"ID C�Ojil� nFi'litt!III ��I!� � I,4 - i I � i . ; E I I � I'!" 1AT1 V�r_ pi si�� AAI,r,,;An �� _ , !,rC:,: � � lIi,-__ 4 V '�� L _IP A , �_ I 'I VM t -ritI2A q� . 61��i Ailli-i i L i L r,, I - I � - I, EAtjA jiI �, AA - A� _j,� ll ZM 5�� _,itt; SM7- �;�': r,�, 1, _ t - -- � . _hAM _ _1 1 A I A�E �, � i- .1,141A, ,��r!Xi` ii�,F:rN,,�iAtl� Ztc_ig Tic D�z �__ AEA�- it i� ,� �� - - t i7t� �r .1 � � I i , I Ir L I I � � . - - - TW II�� IlinVkM OF wr�';A�i_ - �._ - � LKE - � - - It' . . - ,,r I �: I . i - L r-Ft , _J.. I .. ...... �,, i r� - 11 I'll 1- � : r � r i I , : I -ii, , F % '_ - t r I � i � - - Q_ � �� *,�� _ - - - LVTOR TW %-- SPK Mill r,%A . 14f. ; i - "I A7 Muvws �� - I �At zo_ujzjqgj�_�Ql,ftl� Ck,i,,-,_AM k it TK* " E-D SRO- fli �K .,OTC "AQ, TINORAI Viq� oiiirl S41IOPURE 0: III Ili PROO I� i,ii0iiAL i I Q_ 9 - I 11' �, = ___ , -_ , � E - - - . I - "I i , � � � 1� I � - I 9 RECORE' W-1 PPE-PP01-1 � � - 111, fLAPiCUt. &I A$ V&%VFAl EN TW VVII INK ii.111 ,A�,P:ii:Q 11, �ii , I � 11 ii i . - ! L rj , � � I � r" i,,11- 4 iiJ - , i I � I; - , J�# � I �i`r, C"-W _:K11M Az LVjM-_1"4"Lqf� 1� 7)IMM T pll� (IMN f1i;�',"ditQdi p . � ,� ir. t7 I 'I F, 'Firt!RV PAll M-AMTURZI [ W I � , _,Allilit, ,$1441 M La"WEV CIN III IiiiNve vl$irlll� lll,�IIJIOI'i A T 2 1 1:IIII id 1111011ill 11�� 1! lil ,0 PANIL-MAIL �I�,- - I �, , - L , ,�ijr. tj ��ggjjl� III!, I � __ 1A ; I ) 11 11 I I � I I I 7 : � ,I- - �OWS A�,l liliholl.10 � - il, - Rqklil� FnAkt A, & Aclil 16�� r: CID �usif,v;ilk,ll:k lit I!2 �0 I �Dij. i:,C0A11_i0qCt W" SMY-11 i� 9i_i 114 iloi,lax mpui,xi� rrii'l: I LI.Ki. Strik, I Vil E . Q T-�: 11,11111110: I il 1:1iii! 111"I'll: jill, �,LA' �, " M I , - � I I l I " .1 - I 11 � I I I. � , I , , � __ - � T r I I : T T, ! N I 7 . 11 . I I - " �� - - - r I : � � I � ' �L - St I � I i "I", I , "' 'A� � ` rA. -, - '�j - r,',,�J�i�jl, [r',`9rEuii0t owl ,l sFM I , � i4 , 11I , I �r ijr'�l I ...f i � ,� ,, �_' �IitAljl� - . � ii, W!, il � (Ilim! � I ii, i nWEDWW � ',AP',l AWAAD01' I-20 PO no 1�01T`Ichllill S�W,J� all I ,,, 1r1jt,J[ . L � � I 2',i' mx,o�i ,mr,if , I - �I�- ,- �-- t I- , � I . r I� L� � � 1, I , I I ' I : ,�,X -i , � I I li, , i -- �E'IkLIE C & Rwn%. - P�L-�- � i- I R�wl!%�r- ! : r, - - � , 11 I T � - Jj IL t=.A "' i � I III � � � A F r f 1� � � 41!;4 . ,� ��iii n, 'I jj�: T , 1 f,C, -AI1 �__A I- i I I I -1 LATLIL I I is f"tKA*I og� . ri A � 7jt= Ah,ft "VDI4M� �_ j � M - j� TT �, � �FA�A �� A,li�j 1, I 4 A2 I I I -i . �Iilli c 2i � 11 _- i i � , i " 2 I I T, K ,`L�r' r;,". .I If t 'I",.- 3 � , � � , - - � , ,,A; fiv I '� , � , __, � 7��, - 1 ,� . I I t I I __k"V PIM:14 4welli �� , , � AL3ENI � � �F � t t� � !-- 'j� I L', �I=R$A � � 1, I, i� - zill 5S 51,-�-, A Ai�� USM $i=I,�� M: Loup I - _� 7 t It tt � T � T . � � � P; W ,�IA�A� I - z[AfA 5AN� r .T .I,-,-- __�.�L., I I __ - � . . � — � �LATE I I - __ __ � j � f I 'r �Ii � I - � IIP;� "'A'bRAL ... iWW'j,", - I We F WAUMQMTMM`_ JO15T' �'_ 110-N W J -kgr�)VVZbgJ&'i-TA,L,tA,,Tj'.%Ib, �Z- C �,iliiE `I�Q IFIIIMAS� �,ir �A _ %E 'liACA5- �C�� ;�� CW �Ljt qi� , . 3 - �_ �i, � �Xli�jli, �: � :,I ii �Z T :l I I I - 0 iii , I . I � L it "' ji — . II4. t=� Al �IVLPM�_� A-- - 7� ] E L - �M� � A,�"ti]IJ . K:110n � A' OA� - A� lu IEEAC 7 I I 10 - - A� !A�u 11 A ll�r - � lftiltl ..... ALM-RINI&MVEL-MW , `14, ALTERNAMM 88W � r ., � - - 11 - - L' Al, � � , I 6 .. , ililic ti Nill N 4", i ;- -4 .1 "i't' L' � I I . T, �k , Ec" , , #_1E9&MR_,EAff1 '�' � i'r. � r -5 " , -_n SligFEW FA E� � _` - - z . I F � . i - - NP� 4 416 7 I -v & " � r ,'�%r -9 - � F 3�i, � " � ,1 ' - " , - . - - Au _-/___ � �I� = jit _� - - - � 4, ,I� It "...lit'.. . - � (0,1 1.9"W'.11iii'll�i %-L?`V,Njr�� - * - . - � - � I L I �, - N - - � �� ': ii, t �i . .. ..... . . . ............ .................... - _ !�� f �F-. `3� , cl! , IvE 11H hi -�`! . co�,Z.�� z�tl� _____ ,---""- . I . . * z � � 1,� , 'L,K - - I I . � I R Wit., u MAir""viii, lc,,� .-r IPIPQI�+K 61PA" 1 T rulno 3A ImLomiVi, V, fil , 11 I I - F�� __U1F-J-,.O__t11!_1-i - - _� - z ""' T =1427 �_Wl M - , �LTCEI, �� _tu � � .. . .... . ... — -z". - F a �'M j , I it iiil[M� i? i T 1:01 I4,Ji, T� F � .,?' i l ,,jf,W � Z9 GAG, uli.VAINZED - I I - � � - - 9 — I � - t - - I . * E �-_ i ' i I. - I'S A$ thkill.,FM ,VRED 61' __ - III ,�-L! - - W al,il fill 11.;�-Ig"__fw"� I __ iti_F___._.iF I i r � , I �� _�_ �77 -. " - e i�i It ,"�� -Ot MKIIIiiiRls 'As ilikiw, 'e'rt�,� - DEWM.7 ,?,it ("'.'.5m ail; I �� ,,,.r,,�Z", . I - t, . - � t- -;;71 , lic Mar, r4_"`W1'1`ul AUU, -, fm FliRR E . " 'i, , _�r !, 4�t'F"Iillk " 1 0'.-A '-"'�,ri'-Ail FElill I� M�ri A_'_lAA. �' - Ali��-_ AS -04AILIFLACIVRI Fil' _! �,:� i-)Alg,-I�ICTI�xli I ... .. . ... .... * 1, i� � i, � . -1 , � � - � tiilll�,Iili Pi L�iiI il i L �-Aj�72� � .r.". � 41 .. ... ......... � .. , �, - ___ __ - - � - I - 1i �� * - I i Ir � � � tAl, V F L11 4 A- �i I-D X�_- �iil 4 A r ____ - - - __ __ ____ - -1 7 ,__ � , A �. t ---- - . - - - ___ i � �, _ � "F I�.��;Ijl] � II r I r `iAs __;�_ - I"'It � - r _��_- � �_ - . - ... . -1-1-1--r � � .i.-- - i ii I � 7 ___ I A,��X �:: , � - - ` ' F I illi TC,L , it _ � , " �,,T ,,,� � iA= _- - A71WI.1- itti �, il ,irA i ir, r_ ,A, ' — z PROTECTION PROI LLC � i r 11 __ . IT, If ". �,,,,,�,Lr ,� _ r I o; GLOSALL -i - , t!, ,, F I F� m,__ � - . I �, �,l � I I TIDECO � . 7' :r'i r " �r(;LGBAL PRICI PRODUCTS, LLCJ ""`1`r'_` i � � 0- IL Ecom I , I 11 _t. , - I,,, .."t - it i tililAL - _jL . � FkNI "Yoll 1i IDDI�l T likill.r C, - _,-, `1,'j1iIII:,1:ttiI*i� KIM llrlli!Tfc�ll, T Rf � r�, i -, � it 3 I -l" 11krillil ,I,W ii�� " = �I� ,'�l � , , � I �T, ,, � I it F I,Ilj�:�,i '�� I , Z li", �'Lj�,�f-)U i � "r �L L�L ' -,Tr7f.— � I 1 � 2 j L I i, � � , � I � ,.AG I c _ � " I - � . � .1 , 1111 �_ .W, ,i . i,, i I - ,F,N? Tg, i, ii,i lilijli�iiziC lifii,Ti, ii,r V�,� ,jq [,ili.L Ti , _ , - I - �Iiii�' � '. � , ": ,,. r ' � �Iliil - il ,i:, �,� Ap r i�_ it I i� TIT li,',�I,s,�"'! � I 70- � 7G r---- - . _., __ _— - , i �Iji, , 1, 11 IIIJ L 5,11i I "O I 1 - - � - - - — , �-IIL , i ,'i I,, � , "I -- �_111. 1. -1 �� -- - ------- ---!I'--- r I. �;l I ,_ 11 W I � R".Tjif - 41 - R;FM &iik'� it. � 1i � I I � ,cw tV6, ! W04M.1.1 . � - - nl� �A- ' 75 T I Z In � � � 1,,""Llitil, CA M,� _ � � ti F - WZ . Azi� � i E e,�- �_ t = -7 1;� UL 1 4 n23 1�1 � _ . .--- - �� 9M � � g .."'i, ,It, i � ._,,M,,.1`i*,,t1�" ___ , ,� � ! I -_05i A MO . 4 1 T � - -ii- - � --- -- i, ,,,�l.,�w�11N,�,111�l,i,,,,�R1,P�,,�,,�:,�lI li,l , 7II AF,L: :� - � E-r- --a , �t -f W, ;�_ - � r".— � I __� � . ,;� � i i;R44_7 - —iii - f , r I ,� E hit " ,,Iwl� , � . I A� �_ � _A , _ , , . lil fsnwlill _ . — --- . � — _ - _r I - ��_ -1 - .� - 4' 1 � I ]iP4 - IA- �, �f � . � � 'LIW,t. '� r , I t- - , 5 - -1 , � . ,At . - 5 L I � ��_ I — V4� . At I, � r __ - _ - - _____.__ � __ __ � L r � . � - - - I .1-1 ___. ____W_1 _____1 __ __ __ - � ��_ ,I � . � � � AM �_ g - . - ,L 01 TO : � � - ____.___ . .. __ — - - __ __ - _— " - - __ il__� — - ___ "_1�_A____._i,11iii . ... 11=.i__i._.'1 � f - - - j ii". �� fiiI�?� 1 �,,, p 4� A 1I: � � T =II Pvt FIM � . -_mI M7 5-1 � �- - - i- Al ' � iiiiiiiiii, III I�i 11 ilif ' Z'Al - . . --- - - -- I . 'A.,i 5,�,iIiTjjI,l,1! i I I , r— - , I I r 1� 11 ii, il il� � , - !_ ;t, i I I I � I L — �-- - - �� L ,. � � i: ,i - � I __ ____ .., -, I ----zt ,!�_ �!nz=:=4��i� 11�111 - jji�li 11�ihll ti- ,,�Ii: , rM �Q -- il__7��;n, I! I 'l.r I � . 11 - Il "'r 1,_:� _11"I � � --!W- I it -..".-Tad .. - I ItT � - � � 1-1 � --- - d . � I, . : t� : � I � � , -1 �I r , r I � - W ____ I 1 , , r Ii � NI I � I , I I I; 1 ; � � r ' I ,ii - � E - K I I . - I ; : 1 I ! I , : I I I � � I I I I I � � : I :1 I I . T � . I I I I I 1 i 1 I I 1 I I � , I . I : r � , I I , , 1. : - , i - i � 2 � � : m I - - I - - F i - . r I I r i A0 A �_ I It 4 MFVKO� AW � _� _ �i t, i � 4A�f_,��!Pq ,,iiijij�PrI 1: 1 illih � "1:, lli,o,ji I I , � �E� `� itil i , I ,L - , I l I �A . - 11A11, 7 31 t I. l , 11 -M - STEIIIAR � j I � ,I �: V , , , -- I ii- "l I! r I i " � j,r 'i � �: I I I � (1� : : ! � � a - I I : 1 1 'J I I � 1 III : L . . I � f I, I r : ,� @1ii : - L � I � , f ll�l I P I 1 A;r � I � ___11 7% i I . - r � - 1 1 1 11-41 ---) I L � I - ie',t-lii, ,.,l ,ii, ,", L . E : �, , � � L I : L � I I I , : r r I � i : : I , ,,,4�,�I��iL:ii�A I � ! I i r I - __ W EA ,iiin"L: - L I 1 t i 1 � I 1 I I : : � � I , - - - - --- I 'I� ir I I I I I ! : : [ r . I ; I r r I I I I � I � I 1'r , I I - i - � � � r , -7 ; . I : t�- -, , - t I I I i I L I I 1 . ,i : : I I 4 � I : . I . I 'I : � I � ; ,: L ... i __ __ ___ __ - --_ - 21:1 i. I — _ - � t � � - - _ Lt� I - - � - I, _____ - ____ � in � il Ez, - , � -i;, -, Al I 1"i .'r i I it!: i: I r '21il I � 1 ,: Iriti; �Rr i , "". I , 'It' . .... .. I -------- _ �r '_� �,',,Ii�i�j, 1 Til"liIIII0 'AA,Lli '. . � . I!, __ I ___ .---- - - - -_ 0 n - ,,T� e l"int I � - � �;�Ai_�_ ViAL � -Ay� - �� -- - 4 T�' f1Q&_ELEyATLQO 9 : SW 1AKAT - - - A� __ i vp�lxz - - - _ Lf _ JF QIR L-UL RjL Q$ _1 �:� 2 , 7 .,. , if A IAZ� = iAAA I � &-L*7__HAkj(, CfLit��r: 1� - . _� STORW _?A,N�L EM L A�f 77A� --- I � uLA"r -;it - " , I 4, - 4it .If" --,T ,I ....... ll,� iii 1 ,,--r,a � __ I., . �_ 7-li _-,"Pi,...i, .t L lib". A' — - _,�__ 1 , �� - .- � - ,_ �_ I , t - I i'�' t "�T i ; r ,-.--'--.--=, - 11__ I _,� ,�ti_ it, .. "S`.�__��!I,i 1 r I— , - - - � 1_� , I il - _� , L ;� I I ei;A - � 1 , , ok7l� �, -, $ r � I M: I - a �n $ 4 L'Il jIlt M , "r I ff � L AMU, Kiiii: A, M, -, I' ' ' ' �' M,13 ��Il�:11:11 1�1>j! I' 111r, ly fW,I, - ' �ff, ��' j�j . '111jUr tlWil I ��, i i%iiiji T�IIi"jjjr :: I I � I I I 411"ll Iii III V 111:iii 11, 4ir,_11 - ,: ::, 1 it' ��_ !�ip� 04 "' P,i,EIi,1';::Ir I � �� E N'l i'A'41�'11` ""i"'U'L �l V� Tiljiltq�'�kX' '�, i,jj��Jji,i, r:I I ,-, I � , , �it, �,i Pkgr��TK�lt ,LIV, if ,AEG Q�.Jiy III,, J!�- lijill r�"� il,il:,"I - , �- - ii I i I'i: ",, L , - "'IL, E., _--iArA cttc� E -.,--I -f", 1 � �I � 0 - � , 11,�Jii T�Ih[� - - - - _6�3 A"], .",,,,,,, ij�,, eNl� "'it-T. C,p 1/,L��-,_�Y" Aj'� jj'ijtV9s,:',F&W' Fj�� 1,iMEn ill� I At � , ` _. DESFLR"�K�3 _,,'�A f'li,_� r�� __,[�,4`�, - . -1 - 1 I I ftir, CISM, W11V, E:Nu ,1A%"- -� u1sr 'Icam" 'it" Ii�' i'� Ait�'� Z �iij 'L ��, ,u n � - A j�� APC ', T 1,FI Il _� I n - :1�, ", So,r',ji, , ,.l ,�, A jr, - :: 'r 'F � , _, - � �� I= - - , iAFI : , r., , Fi 5W . . , - , � - - _ __ - 4 - - - - - - ; -, I : , 1 '! __ - �_, . - -AVE � fi�jj]�I%qlif�, ;�,t Eiij�I 11, _7;� _� _l F" - �� T , ol,E� ,_� IAVZI�,P ,,,i�l�! .I - �A - - � L,E I�lifii� - � 1 � -, iI_- - - -, r- Az = �f AT T pli/ TqAI �,t ' j�g� A-.Aj�j,lllil�: M ,; �t Aliln iAIIN�. ,iu� A, ml� � u -_�l , TI.I JA,,�, 1 ,ti , E�=AA XZ4F� 1;AAll V,dll �M IL! ii�TIM A ,4,� ,i ,%r�_�� i.!,,:,r ?.r., E ol ,r,; I., fZ Z" _1 t, , �, , , - I- . a r �_fj � _ ,Qjr .., - - "NZ4, �� I r 'k "�` ,:[ Lfr, `,;�L[ - Zu - - 5C "I"', - AiE? III �1 I 2j� 1i,,,A,4, ii - 11,i ,IjU! 7 , AlAkorr P&NEs q - � sT7 - - - � - ,I � �- xjF" 5,mm,l j i P:-,:I,?E !,I 2 . - lir� ii� il ti, I'FLFIA [�WC%=An I;j",AA"fi Z�_ ,� __ - , ,Iilip, ,�, F WMA HLIKI)IINC COGZ J),�i,D,Jii Vitkehir 1,flirril.-ry V V - _�'Illllllllll� ., . . .... ..".r. __ 111-1 .. , - � _�r -111- r—r---. —-' - "'---��-'--�--,----�----�,r--- --- V, view Assi , lnc.�', 'M /Ve Id i � ( ompteted d app � 1RUALIAMN. ... Q9T&[U.._.EQK_SJE1R'E5 ZNgA_NLP__11M__L77._HAN_0 . ..... STORM jor compliance with the 202 FBC 7th Edition I P 1" !�N'Q-P'QWIIRI�0--'��QtiC-9.L(Er-DR--C __ by Debra Anne Klah PX2300 I- i - X*AA* -----------I A - __� 6 - I _'_"_I�I�111��ii:", , [ ,,,, ..,,,r 11-11"Alifl, Aml I goialon "o..0 t! z I - , lill - �uF, �,!,, - Om: � � - � INA fi- _ -1,,4 � _ 16TIll I ', " n "', 'I, " ii ,� . ..... ". I / 11 U) , L 'I � I`f____\ � L� I � , il, l,' . ", " art M) � . ..... . ... 4 L� , � iiiljf� 1�1 " -1 , ,,,,,,, ,, - 1 "I ',%�, , m, L � � I V -'A"," iv I 1 -6-I - �, m �_, A -1 zw - I ____\ L, � _ � - . !r ait - 1 - _,/ Tk"p� �ji V _�_ - �Att, i, � ; - - I I _1 I iii I " �: ___z _1P � , 1 r �IiiA�1_ - - �: i� - . -- -- V �� . — W � I — � ,A1 I �_ �F :r ` ft". ITIJ Vllti�'M% % r � � ah �r . ota 1 - m -� 49 " (D I , %Aqi� __ - 'i - - - ,� � I WL iiu& - - 1`11. I I L I - 7 - � � ! r -I it 1 CA� �j . 10 - I . - IZ - — �'T!T=� t� I] �] � L j, 4 � � . I _ -Ir r 'V � IM - 91 � � -�11 ii,�Ilt r r _� .... 4 Nz�� iii , , I- ,, j;- -_� r L ni;M � - zl;_�� 11�14�ii�,��, I �i�, ,r I —_ . - - — = - - _�� ' � II � ItW �t � di 'i i � � L t . 1. .. �_ 'IL I I I'P i 2 , ,, - ii� � I n Yr ,ta �_ A � � t", � i I � ,ilm , -�A,� � � k � _4 "i _ i _ I ; t � , j - I - I A, r, III 1 I, L i � � j L I � � ; 7�- �- ; I" , Ifl,r"4', _i=_ - - __ � _r - _ _ _ __ IA� � i i = _ - ii - , / -_ — � - � - I = I ; � ,� I i �, i - I r t � -- AV, - � - I - - � t W, 6,L � - . � I i - - I ` t, 1. . I �l" 1.6��ijLi. "n"j I 'r, L �� [1, r _d�� I - L � P � Aq., _ � 11 I � `1 , I ____,,� I — ;I� i, � � , � I rl�A, I i i.: - - - W � 11 � I , I _+__j W r 1 1 ,�, ,�, , , (5�) � � - i I � ! � V I : Qii A A. -�: i I � 1 - '�,) � ! I ji�l - 1 - I I " 11 , , i � j; � - I I , i i I I !� " I I i � _�L_ -- 1 I I i � r I i j __ _LL Vie- — — I i—, __ ____ i I , : 'I, -4-I � I I � ! wn _� KI 1 - - ------T=7j - - - 11 i I ! q , i I— �, I I A I A 4,-- 0 I I I �j I �" A L I I I 'i. K, � r i, 11 , � I 11 ] ,I 11 � L ;� -- i M,, � � . Ili 4c � , T pj I = M -I. 11 . I � � I--,' i � 1 , - 1,1iI 4 t ;� � � - _j I -1 � .Ii; - . I ,,' - � I ��] ----: j 4 ,,� �. 1! L it '-7--1, �i_I � p � � I - . r �,� I I� - i I I - � __ - � . . __], . � i, L' r . ,_" � - 1- 2: ,I i ", .. ,� � I > 1: p V � i,ii j I . : .. - , �% , - � �_ � � . , ,. r I � 11� . � , I � - I I � . . ! ; I � . , � , � I I i . t :: � i � L�' : ! � . I it � : � �� L r 0 . � m - z I , i 11 � - E � L__ i"�'11 � I I � I , I i ! WE til= , 1 i A � ij��l Tj:IWlii,,i,L [ � I 11 A -1-1 - -,- - . ", 1�__ _� - ..-I 1- i " , I Til,; i'PlIL, tL_ I - _ ::�� ..1.111-1 - - - 1. � ,,- - A �� ,,�,,;I�IIIT,; I � � . i I i i 11 � I��, I - Aet " 11i � I i � � 7 A I - lo, tNlll!�11111t I I i0i ,I I . ,I�' i, - 4' 1 f . V& I � - ,,AAI� 'I � � _,w, � � - - � ililt I �li li, � � - j I 1p'.jqi�._ I— "11A, ,� , � lTi,]iti_, -, � __ I 0- �AAI LL - UlKW-T ,I,� . M IAZ � . I ' - - �, . ", ,, I i� Id�vtit - � F �� Lil �5 . � I— i - w"JumiT, I i I k r- � ii�t'X_ � � .� ." t � I 'I- .A_ _.I ,,�F, ", L, , �: ", " - - i � �'t,i ,�' t ____ F t 1,-�;w - 1- � . , , ��', - OL � i : ,� F,-:, . � :,I-4, Ap t - J_ 21 __ I V � � i � F" itsi� - . i . - � , -- I1AA �I,Cl, - - - 41 4%, 1 tt . I ! ��_KAF 3w I : - - �_ 1 49 - � I � I - I - I � I I i- � � - � J_f,j 1 - W - - � - � - , � �� %; < � - - g . - T_ � � .. i 1 5 � __ r F r � � - - ' � I - - - ma ____ � �, I I � - � 2 4 - � x I I � - --- I � :: � - - = 5" 51 - . r � 71 � � _,_, �. � I � 2 � E I � I _ 1 4. r v S 4 i � � -A!F - - r - - r . . jrr_',iI 1 E -- - �Oi 1 MW 2 , - i - R ff i I _111-I ____ I 7 � � - � � . I �_ �, -1 - � -- --- r I-L - � � i - I , , - r . � �' � ff � I .,n � - ` — -- -11 11 - - - - , � __ _ - I-- I - it L L �& - . � � - rr- _ - _1___I_ - - � — ____ -_ � � 1, .-,_, ., :1 , -_ � - " , 0 a � - - ____ I I � I E - - 4 � I i'l * I il�� - . . P Z:, 'r j I -, , F 11 - - . - . .� A�, ".. - Q.- i 11 g � X� � � - I � ,_ I I � 11 - A i I - - � - - L I - � � : , . � � � i:i � I �, L 'I , 41g il r `_� � (D =3 1 0 - � . - . - � ! � � , -1 it I 1, , � � r - I I � L L , 7 --f-7 I + i __ � Fl I I ; = 1. ,._� I - , I � 4*�' 'y � , , 1 � , 1 �� - , i � , , � I � I f f q � A . , 7771 � � , , §E , , - — � �, ti � 1011li i 4 JL i :i - --r--, I \ ��4, � , 4 .. , , , � , � I I I I , I r , - , � ili�, -Ii I 1, I 11 - - � , 0 Ii t , � . l �1_ , I * � I 1 - k - � . I , : � I A i � � � - i � I � � � ; 1 � I 11 I �_ : L , � t w , 2 , " � I L � t :� ! I — E i A , 111��Iii III I i E � I - qqi� �� I � 1, li� � , — � - I I � I _.L t � 11 � . . I I ff Iff � C. 1 - , - . I u . . T : L - i I E E -2 I '� ii - I 501 i I i 1, i , r I - tl I i I 9 F5II iir- , � � i � 4 IF I , � - L' - - I , - � � i L I 11 � t - a � � 9 " or - i4 . . . � I'. 'n . �'r � ,�. � jl� I ; - - � - & � - - __ _ - _ _ 0 - �L�Iii�i 6 , I �� M_ �a i � Z!!n I V i - . I I � 27� n - ,# ` 'I, j-�; s - . - - = L_ �UI,1121;l ql� � �L - ' ' -v ----- . � � A - i t f __ P. i�l .A.4,1101011iial - I liltiqlt , � ;l s - � - , ; _�- - - . � 9 � � t : I NiWiM � 9 --- �W� . . _-� 1 1i�llI`1F.,,F,_ - - - �� i . I I � ! � 1,it,,., 2P., I 0 M 11 i I Itil.lPir If � �� I � 'A 'I ,I ii,ti.. -1- . FlIr, " _� � .__ R r � it . Ll __ - - . � ' V�� , 1 1 � �� 'I .. , - � ,--r I i:1 ,, Willi III ,, I ,!I I *14a-- F OF - ,�� ,_W . , ,: � , L- _ 11,�i �� _r � "- tjZ; ,� ., Te'rt-I L 4 i i CZ - rl , ,V ii'i I Iii-T � I . 2 - 11, I, 1'�,�V � g I zgi� R�-' it i: .. � . 0 L I I -, � - I AzIg.1m , I - : it '.. / 11 ,r' i , - , r �� I im I " 11 � /I , r; � ii, " , ,,, F, �/r i ii k�l � I - , wig��, �Ti, W"'i" tit I[r ,�, n� igil''I'l, I14�X`=11,111:1 i R L r : � QvK,qili� 1` "L / 11 11, w III , ''T "�i I , "I It � ,I�FIR 1, N�l IM, a, ,� ,I -i I ,� , l i ,0111 11 Ktl_� - - " � : I . . 'L � I 1- Za W All, xii,ii $ 1, T 1, ,�, 011IIIII9,11 � a) . V itill , � � � � 1 i I ,L ,�Fili,:' , I [ - � - . - , i ', � i I, 'i, !:!It il�-. ,,,, � 'I _�� it � - �,,2 , . � I V � �� GFFYPM" Q, F ,n: ' n � �tgL, )I PAP MuNQ , IN-n-f. " AAr ig "l . � , I M (f) ) � � �! L_ MQ46UNCLAM IS -z' --- - - : I o 1� r A -1 __ , rr 5ECTI � 1, � .. r t_ i 57-VE 3�!ii F"QR TmQ_uj6lf1ft91_MS7� K11U=CL1L_ J�_,�,__L " M A ,,.c ,:l 1, i T I_ � . d � __ _ �CTA: I A. � 1 _�7'�-- I I - :A� �-�V i wilia zI��, ,�_- !k�- , - - I" ��, - a = ,, I � V I I � : �� 1, r I �j ;'� Ai iii � � L ,g', ' ii @�i,A,i i i; iii I : ,,,,,, " 11 � T � 6 "i" � L. .� I rn ,,, , - I � I I 11 �' I fi i , �',',.�.,41'1.,I Al I , ,4,,z `�� 1,1 I 11114 r , 4t I I ' -1 4 1 , -F%'li "� g A r 71i , -- � - I I , I � [A. wiiiji, IW iii�lii :l1I U61� i �,� � -- -i :,I - . I Tir .I ' '!;.� , L , . jr I 4" f L , ,_-'* . , r",e I .t qi�,_ _ 4?� , I �, � _ , '-d' ", . 51LIlff�, , IL,iA i1fli MWIT � , T � I , - � __ I , � � ui __�__ � : i i � - = ,�- -* � ---, ",r,,E,kLC.1.11^ _` � - - .j."' . �,__ 'il" __.___=. :_-4 4 I' t� - I I - !i 'L --� � � i : � i � , ,iiii. y k - � 'r %_ 1,� & "i 1, , . - � I � - I � I . - � 3 I � ` L � --m- I � ; W. 4.1 � C? ` �-� I � ji� � iTA i, 'r- � L T a FWRIDA MUMD.M; CODE ffth Vililia I - (- --�, ...F�l Flthl.- � ._ '!i - _ - . - - -A A j n z rt� , - . I I < I i �'AAF':7, 4L � , j� _i_ , _ z2y_FE2�:� �RqL " J, i � - I i- . - I ArA I I - I'll _.,plt , . 4: � mx= � � - " � . i - ; & , pi -� �`n t CIF .:, 4�. � 1 20 SAM 04VI S-11M 9M PANEL ! ___ +-n-F4 �� 4, , " . I - �' - L . I 20� , I I 2: - ji, , � � , � ,4Z4&�L .,' I � ______ — _____ ��______ - � , 211,t;� I 'AO, _ __ - _ _ � , Uil _ _T,�. L - =:_ _F7m _ M . L�;_� r.-.- 7� , � ll� � .__: _ --- I & 2�___ . SCAL r, � - _* - I' 9 - =AIA. ,P r GLOBAL PROTECTION PRODUCTS, Wi ' � - ____ - = - �77&ga ,;i , I I E C 0 �oli, � - = 07 )ffEA_X = __ F- - � _ 1ITL TiTc— 'I � ,p-,e - iL ,� L, r, I �.:,___ � . p, _ _ __�,.�NN,,A , � "DEAU-1 E A� i 2t:L�v C. Ai f - 1 _7 " �IIIIIIIV_W _�� — I v I I � - -W e- � - i �_Tf� 1 It - PI�l F � ,I w �, , � , - . - - &M .Z�= �iI�! Ao�_ :.Itii ' 1 il5i 1�x � it,, � "Mill ::::: lip 1,� � �lo, - 1� I I I < � I-.--- . _____ . - - , - -, i i I! .-F %Z,-�ii;;;�,�Z,�I,,-'i I - I� f�;�-1,1�nr�::��f:j'-��.�:�-��:�"". ;5Wt�;::'p��"' �t __ � ,�, � - - �, __j . -1 � 11 - � � I a - _ , � I I F F t , , , - I!, I I r . I - - __ _t�_ I_ I - . --- - - � �; - , 1 P�A _'_� 14 1 . _____ . .. n ...__ - - - ._____ --t-".- ...... . . - � . . . - L I 111 . �'L � ,- -- —._,,. -M I I= I jzj . , I , . �" , iJ 12- ____5La_�__A_1_�l %_ i -,- _, - _ . � -A-F.- � . :, I , SHEET NO. I - __ I S H �1 .2iiiiiiiiiiiiiiiiiiii! N . N . a . Will &I RAM-CRAJ.1-AMN ZMQZ=WG MAXIMUM PANEL I-EtWTH oL: Sl ly&Al ... OIll .L , 1-FOR-FALE -'41, 6 -&S-.:P,`l ,1!.1lulELl,- 1�-.TFEPL�-A'-�-5t=-- -7,R. WAXill III : A I - -- DEE;6*Ul � WENITIA SEFARAITREW I ENAIEL --c-1 -- I, Wor i WE .. I . � -_--Ill _ ,�: � : . - I � - il -lb-3 i �- a& �= . 2 9/16i Ni 1-1 I 1 i 2'. 3 -'w' -- l 21. & 3'w ; , �� 1 7/45' � PRILIED . 1 .615 C, -75 � i --� ! . � a .-IT - ecutice W/ -20i l ill fir TETIMG1.117 A� VIE11i Ill IoX OF PAREE, LEN(i�H� WE"Esuppm 47�'elulflw SET ril 111-�u � �-.. - .- � - -.111 I MAXIMUM 6. .Q. =GN Ill LRATING (sEl " "EMM"AMAU I .1—ft- A C C, -.I= oirff,lIhi �� i OR INMAU.&TIGNS Ill QPKKU &_ Q0Ql-- as-i � � aW'&Z'L�-LVF-PAV'-%Y�--'-'Vt;l-'.'Ll:��B-1�' MN�r I-j��'9-4L-1 A- I . . + LJWl IF' M-1 --Z f - - D lil i-KMEFE fol IT SU SHEET 2s El Ni � a SENILE% - A,-,xEjXcNs -0 TREW F)WAR: Vul-Ilic ANNEll M11.0i sligil .N1 �. MEF mmi'l"I'll- W- Al i ',,g� Ili,�l F--- E -- M 1- Mll M �--1 REDLECE AW�SR PN7-- - N, ,&Ar-.Y�� ;;zil G" 5cNicill ff, T4 mac"4 'Al m. ill OFFROMOTE "D 01 T-0-lifill 1MDl SPAl olffif"i El FACTIER ll� I WICT OF, L15S NAN WhiLl VACUITE Mi ill OWN Mel TYK AT IcnIcIts-f-rizi - -- I � le. , i I;l . - /W. 1/4'. AIVININ M 1 ---- - I -- ii-ii -41 , Ill U-II, ,- � - N . --1 W IN, ANNEAREE FREEL" T-1 i � -- �, ..... rla.--1111111 -- . - � .. � -- - ? I - I, C -,-- � - - - -- - -- - " ��, ,,,,, � j I'll, 1.11 - - i . -- -- � . . i tni , I : :;- VNIN, fill I � M�: �, ,E1 I , l , - I WNT. - - wow�j le" "R - -.77 -- -�- -- ---]I - .. 11 - . I -- - --- 7"F� .-L-. J� . 1. � r I'— --- � - . .. - -il --- — - 44 L-. -- , - �-- ,,, F TE:T-r - I -"- r E ,a-,-- - . - - ;-- � ,;�-. . . . . L � - - — — � - ' L --1 ,ki � fly; hsP--eOERl -- I-- - � i � � , I - s : . K. 0 � F= -_ - - : * , . = * � '. -,; x - , -Il , �� El 4F--- - -1:3. S� at f APW I ,I� " V, -1,p - - , -1 bl�,- "'I )sIfV*-1 , �,k- - .1 I ,;,. I � I h Wef ,"l ", � L , 0", ; NA1,5- - 1-- �t, 5--i/WQ-T4K,,Il T-��--I-c + �l �� OWEREECT Dl ol I I f (I FoIlILL 1"' �' i -,1 RE T22' -I-, �- It Lia. jol - k . , ii - :` ++ Amll ... Ctsi'lIHoi- ff�-il E27"Ell of PAN(i ! � I I 11 _ 17�') 1�.L WE erjrl' K-' I - ; ii�3�1 - , I LIZ . &�. FE-Mill BUILDING CODE �Hish Velocity Hureccl- Z�d .. - � CiDER'll "E"i � . . 20 GAGE GALVANIZED STEEL STORM RAW- - 1--.-------"---- � ITREERN ITT -T- -"--- -- GIL-08AL PROT i .I/Te"WiEE, 1 �lol s. pAl IT. ME. ""' 1 --,A, tEl5lIIERG-TWI, il. EjE,EgWl 1 20-- $ 76 " [ILIECO..c !I1 oil" -2t!L--- ra- - -W lis,14 famm-NMEW-crui-1--i .. -.- I T.W.- - -- I I CA,-WWl 7;;�- - ", - , 11- - . n -�:-,--.RFZ------- --- � P, 17 , � 4 , - il L,.-' r -T 1 7 — �� I - - — - '�-' Ld" I 0 IT CIE . . QQ HANG SJQRM PANEL, SYSTEMS . -MPONENTS FOR REGULAR. LIFE SAFETY. A E--,Z- (SCALE 1/7r.1" - I -- - - '15 INS' �Ieflf&. III --- - I- ,-Ii - t - - r - - 1 2 NOR' 'T"Vi 'ELTHIr � � -- I -1 � i - - IW � �!(,-',Ill l I osio, , . 150 --IV "Arl c., To ,,�0 �-I`) - ,� 1T,,'-- I - - " -,� . , � ", . l E 230" I-, 1 '25 - - jp�c a E. lfz� oc� I , � - , _-� - � I E�icr - - 1350' - 11 � - p Do, Ra, * - '006, - 500-, 7 I I'trTI, l l ,I I i � t T T It RTVl �. I �f,I- 1, I 1, --+ ..... 4 . I - -I 11 I I E I I I - , l III I I ... ::�:::l�:: � --, I blaol, 1 �29 7�\ 024, WIN - . iIl , "' I � I � ,I : 1� I 1, --, ;i - �` "' . I I � 1:� ,,�[ 4--j 1� i OAS fi�- . - kel 1,04NIZED � , �, � OLE. Il elf, I lell , , rl I 11 ligip" I , r" I io� VECL Alilm .&C-1 / 1, TYP I ----"\- , �l 11 11 ,, ,I l Il, I l" �"7 , I j l"S" a, , �§6 .l I, III, � I - � "' I � \ "rx" / � T � � AIRE 8D VAINELAg 10-ill � 1 W [", [I, � r- ---- I - EDGE - ! � I " / rorrl. C-so Quy \1 � i2W 1 �i 1, ` 2. i L. �- - All A - i , 1 125 -1 -- - / f i 1 06" .- 4 Nrn, � -1 Cw � ,,- __,,, (D 2108M ?ME - -� - - -- - I � ------ r I - --I'L - - i I- I � eW � �-, MID. -I - - i - DICAM. A-! - 20m, -- - 1 Arl SwIll K 015"'i ft�- - � ill - rflu LFFT I" RKWO */ I/l - (i) -F- TRil C41 NQLE Wi 5-10 A, D" 'T LET, SIX - IRTAiii 20 i - A � - � -- , � --- - - - -�., - I L, M.El.471 - oo.,,- Eq-.: Ei FW LER I uk.VVIE�ZUr Vill Ill ,*-ul (l I -�. , - I 5�� . - 4 27Z' I p -- . I- I � �, - - - - � - � A' .00i , I � , * - - , � �,�,E` � I � � I , �- -1 I , - - 5�� l -, /,� e � � - EW� q z "ll � 11 I � `� - - -- - --,-; . - - - --- ,I, � � - -- .1 r. - � - - -- � -- -7rlcr Er,C1 I � I I -� I � � I � - i - - I I I jilto erIl �, � �_- - E�-- -�� r = WE I to 1!15 1111 �, I r, , � . I �, i - -- � I EL I 441' ,u- I � - 2511i� - - , �, � HENIMEl - --- r I F - - i I . ,r-�� 1� 11f, "' .1 . � - , I � . , I,- , � I i 1 - 1� r, - -:� - -, 200, , , lIS UP -il - , E� z-, Q -1, . - 3a� , , f 2"', li"EIF: I I , - E 11 . ,,,, - 2 ELVII, ll,,�� Wmi -iLCK PEM" .1 / l-� ,, �, ,I �4i` � orl 1: 957- I, � , l R-II-NUIC0, CORDREVE 0 ENIIIS ,Dp PATEWS I - bl .00' 11 � -- 'form, . TWO op W/ A -OWl COCO. � J, � , ,-,� -T'. IW,S- m ... , Fl ! IN' S� �,� - - - aRlIew 3 75o, tl� Lsoc I ..—=j=l.=, Ew - HOLE. WAILIER I - i C, CATEr. -,V, ,AffAl , 1: -,---* Ow �1 16" (�), �, 07e, "I'll 11 , ,Tli E� uo, ,El (�) KEY HOLE K � — - I �� I L, - i , I An'T I �EEN AMS �-� I . � z 2 1 , I �-- � - , . Iff - - - - --- - - -V - - j i � . FEll 9 . I E�T,oro* 1 si�kl �ETIl I � F� P 4 . � - L - �- - - l.'s, . � Li � ol Ill ,ow .-"-uAnFIN1 'NRO , i; I f 2st, , 09 2LEEVE 2 jZ8 ' q j,p � fill "-x1loi � I \ �, I � I., . 1� �( � . % I &",. � MAX -Ill I I I i- -193, 1 1 , " � I 2 , - SO �—, . ol I E. — , 11 ,2" �, � -, . I i -14 . ',rR I ('�;, RuY,--H!-±Iz"u (:a) ,!U�-� - L i � -- ,, .- - 3 '� .- 54a- - t_ � jfi-��L . CIE., I ir- j i \�,�� I) , L L-i - � " " "O, N' il -_- I 'I : I =-==� 1 I - �A u=Lr--M.A,X. (I- - ;I cope, - i - �. �� - ".. , !0�-112�111 9) -WQU w 1,740"WEEN, Q7-1) "L-18-AM -1 3) EAUEL�hkl= 1�1 "ll 11 2,1W, me, - ,XV, k�� z4rEW% 0--IL&ELA") . - -1 � - _7 L p I'l 1. � - - IF, - -- a , jl� ."'IR 11 % , ,,,,,, , ... .. . �p '. C4 rr po,, � - , . _ -Al SICiRE0 PAI � ,rc- � - "002, ii, 5e ,,� 1i 61065�76 Al.o. l 11 lo � 'I, , - - ��' 1,0, ju , 27V i , � ", - I /Mil , 11 11 11 � . � I - I .. ;.; -�-Z!L- I � z , I ,I .1 I II I I ... E 11 l -1 011W I I[ - ;�,;"= Zii-- ;:�- _ ...- k , 125' 660- I - 1, N Fj, 4 4 I 6' rL,E)THELA, VIAlf.01ill CODE ��,�= w in V - N - , Zcl i - Ill " ITE.r;lr - ii� No - . ,.- - -. ..--, --- �11--,----. . - -. ---- W I 11�11 �--Vl 0 I F z - � * 11!1.0 MRIUft, He r C .71i STORM P EL T " " gr) I a �� UEN a 'R 7- z 0 6 . I 1,1,� � �",nf, , -I, "" ; t , I i, � - 24 ,AGt GALVANIZED 5 " i pANN- ur, I IS . t e, - , � - z . �- =� � I R, ) L 0 1 -- -5fir SECTIO-Irs a5a S - - ST " 27-.----" - I .1 .... -- ------- 1- - 2 i - I I lo� �, - - 2e`V -- - --- . I - .,-. ' -�GLOHAL PROTECTION PRODUCTS, LLC. -"-'-' - - Aflop � �� il 11 71 L rECO ..R SIT, F, STREP i HERR. X14, I - --- - Ill lg";� A ENGNIVIRTInA -VWl IN. 't ,3,,I e -_ -. -; � � - - I. - --�- - - � . � . ZI - - � WAll-Ill IT .- 0 i 00 WASURE12 MU8911III1 . I".. - nNi - --- r.Aldel. - r - � . � — F - . (11 UELD - "i TIIA.K 11 -% 1 -- — - ,:�3) BUILD-011i Ill l --r & 13A,!� --iREEl � --i -:1:::-IlW,,li,, i 1-1 I, --- �� FIX u5u,�/-,." ,Nl , �� - Ill - - , 1 Tu EzAl � ALIOYI i I rERR. i F ...... -I. i - -----, � - --.- CLEYCRETE -u-11WC�C` (M ScHtlmr ON - 54� 9 I�Elfl ---1 I LKISPENG Kul - - I ,C)NCRE-1 REUVRED i �� ", :: ,--'-,�-i - INSIALLAD OLIMAI.L. FOR REGULAR PAN-l"-'," INTO PQ.V.RED--C9N9ff,j.E---QR-��-0 "DK-.ST-R ... -VC� AJ_XTEkAf!l - w-,,w-- Lcc:x� (�!E: �-- ck r .. I I . i : 1[;�, I ...... i '. . ...... " , � 114' -T---- I W-lill E,bi I -� � 11 L � I - E �� -I . ��9 o (A,�- - � � � 11�, : I ,:J�fll11,1FF " 1� L !;1'.Or", I � � I -1 �� !I I - I � I'�,- Fol, I � I II I , � � "ii, if -� I � I '. . ,, ,vi Il � , ,'. ,NRC , t �!�, 0 - T - I I ,,TV,- No, ,-Ifn .r � % = W i - � WENL - . - - T �- E a I RNEl �tNEEEI� - - � - - � a (NEE W.Eirnil - - W- 1 , I I ON Sl 3I IT SIL-APIl if 1 'j�- 4 - To GLASS. 1- I -j($EE I " - ; I - SCHF-'�E A ON 5i zt I I , I i 0501: l Z 'L' I I 4 . - ,��- I I L I T - - i 15) I 'Er -- 1 , i I , - O�c , : �* E�l/2 4 I � 1-10l I E A F� � I 1 2 - "r ��ll,�.1.11,11,��l,��.�.��'ll-�..,L�. ol ,";RMx;W,l,..l , , j ' L �: ;�lli��:li,i�!�l,�!��''ii:�ll�:�u#,c , Of Ol 1�111 ill CA VlEn lll!Z!� ��: ill , - " , �l � - Ul -. ,� � 1-1�11:d �411101011fllrfl El"'l 11;1:1 co"RRil, 1440111IFTS 3"'41 : I � - :��:��. . tSEL SerEl C� - E D - IzAll I - 9 -11FREI-111" Ict CEILING- AND EW211-MOV�G ff&nQKA StA�=s il . Dvr,F� Rol --TORl Nill 9 T.W:-,-- el - F.'I '�DLW-!D colgrRill �- 00ill Ell - - OR `:;Cw-�o uLQCx Jim r, I W-01,�Il - � ' , i � �r' ` �f ;;: 1. - -&-Vrl � / E-01"'In" (77,11ille MICHEl . i i�� ol Toll . � � , �Ixl Q 7�� K ....... I " - I 111' , , � i. - � - _4 - � � r ::::; ��l 1'1: 11 a- - � �- - - - ill��-, W. ol � -XI No, licnip, N - I 1 ,,, 11% f � -., �, / CaCTIEII AWEll ! - � I— I-r ' 'l,, �W`l 4.1 M El 'Ell .r 'l 0 lz Il"E, ile 1. 4 r � -,-I - � � � U EC-E:Rl ON 10, IT. RCEI I W,i�� 4�1 F".-�-;I; - � ... �r- 1� '7p ; Z �ip " ` .r -- � - 1-1 ,I If � SWEE�r R . F.B , , " � rr 1. , , 1�1 I"' I E : I �`�'%lr2�. all Ill 11,11, I "'Al"o E I'll, lic E. . . . I 1�: I I �� : I I � . j �Tfi i �4-A � r r � � ii � L� I � :� J�.�._l�l� L -` � ,, �- I ., I I I I V� � -,- L ,::�, � '1--�,"I..11fill -, ��r �'rr� � L, � j I i E , E - - - � MIT, i YUKRADIDEI l, . : "4R . � I .1 I - E I i = - - E 11" kr,5s 14, A 4 � ,,3FE SCHEDEELE: � Iof To OLM- i i - ol�.l := � - . * -, I -`�-� r �� C,�[�Loj,ll.�� I i ; I- stlEc", 31 � I S11i 17 31 . 1 --- .. - . i I , I I T � - � - oliEi&I Rl --n PANEL IJENCIH ! (sffi $CI ; � 4 -- i - . I � I I . .1 I 11 - . � I � I Co . I I � , 1 -t�f, -- , 112 I CE-Ell, AllEl , e 1-1- I � MC �Ko-E[Jl,�I! 11111p, , � . g - R_= io o . LrTE IO r 11 ff�la?-,:" r : 11 - I CIE, SH�,- - � I , , I �� i i I I 1� w ---- - -- A ---- i , I 2 I I �. i � i i I Cir 'L' - T-- - - - rVoir I I E r , . r - I- E I r - - 0 , , -, " , � : I - SPACE P � -- I --�-- - I I I R J.Ne-,., � I : �0-�-, I - -1 - -�, �-. - - ' L - ' - -I = i All -�q, . , � - - 4, ,/li dr, , -.1 , ,:: � : 1� T � - -j - I 4, l " , -l-r-E � 1, roll 1, � 1 M ffp�w iri'll FTRE` . firlIC111.111RUP 1-1-11111111=1111i ST11ill I lzrq NOWN110R, �� '--1----- -- .1—Ill".1--l' L D� - Mepi VW*4L:t ROM ElDR !'1'1rNMM4JQE1.Er15 p4f: -11-riE:)VA or 10P & 0071�11W 111IFFENAE C-Ak, El-- : SHEETS; 9 & I El� COMBi ",I AWl el W 50, A� INSTALLATEDtj M1, -Ilii� � �: - Ell , O * Ar * 'n ( I �,sli TATE ( �11"ECkCro Ael fU '-Z�U-01 - ��2�' ,_r � -- I 1/,I, - --- �, , 1. M0 f; . - - - � I V III �, PELEII1 L-N1;FE1 , - ��ll- lrul " �' -1 '2h) , , E�Mwr.:",T � I ; I L'I, b 'l 1 I, Ex;,r" id J � " ell l"'��,4 "' E I l , � I, R"3 or DAIR I Tor MTT ANN, .CE R jg � -0- -�� , I r � � I : , I , - F � 1 i - V � � vi7- I Ixor Il 9 I-RcAr�,El 10:1 - � �� E, l , lifIl 1111"I'l, 11,11,111111 1111[�Ejjlrl � �4� 1 9 ' Wri III, ill W EI-. I-- i-C A'A or ,I " 0 '!I oN l P� olsplivi; nurwr CcWl LENWIHS PT P Illiftil 1 OR CONCRo To Al No co T-U, L - i§ �� 11, *� I -1111E AL ur'lift-W Sil .1 - /,-, 6,- l;- lega -- - 8ll S & IOT - -W,Ajl -) 0ft §`� QUNTINP ri MOUJJJ W/SPACEl I A. SEC110.14 ri SCAJ -1/fif-1, FLORIDA OULLUNG CODE (ii 14191� . .... �t�!�III, NE,rdroople, Zarin .....", ... I.,-- .1.�.--..�-��---��-��-��-�- _ _ oppol ilF_lEpEo. Ne 1, 1 24 IIAM COLVAI STEEL 17IM PANEL I . "r I.---- �- , 'L 1—... -.. ------1 - -.. - I -- � . RO --1 � GLOVAL PROTCCTI1ON P DUCTS, LLD. �- WE —0., ` � � IL a , --1.-.-...-... - . I,, 11. ...; ..... ;- I WOO, o; Ell il r1or: 1, .Ilsoi,: ZRIENTRAl rlMOCUl l Il 4:111" . Will 2 1,l 1, -1E r1rolIe rl�,rjjojjll ,,'or Ili�lo'llor f1f, 4l I 715 ,lWfE"..LAW JWRT,E,� .1 , ., � - � l - r-"Z��-.' :;�tE,y , . I Q I IT. -�."� _,;, --T-��j Ill- IFT 141i , -'l ZTol --- , � � Ill E I i - - - 1. _L � -- :� -=%L-�-- �"If I E� I I� I � .1 - - -1 ...... -- .- . ..... .. -. - ... -� - ----- --------.--..- --W—�---- --- ........ ----- I - .. . I ��ljt��f L jl�, !"If " i � _-- , �m Vi T . I r � a !� V .!2AN 1, , , ` 11 I l�� 'ILI �-L --'TQR I 1� . � _ "` 'LLAMN QUA&LEl H�,lu.."E.,1Z.- L' -"-I -' M-,f I l, I .43 .-'-'R1W-"""L r��"�'�'."�'�!i��:��...!�6�i, ... H I I I -L-- -L— G..�-'Ii�i'l��.1,1�O�D,.,,��,"�'�, ilii[ , .�'[ f � 1,11:111 1 �, T j �:'L - 'i ii.-A 5l r I- --�,- -� - - - - 1� � " � 5 �- � �,'W-- l I:, o: I � 1-- -f- ... �,, . - il I ... l- . : . I �= - P-Al T.1-111", 1 7 �,!, --- JIL I'l 1, I, 110 1111KII L � HF,1,:,g1 P111 0 III pi I f �11:11 1:1 , - -- - I -- 'r- . . �'rF�: r� 'I I � I I_ - - �M - I " I , ,,I! ,;:,.:; �"' Eje5 1 -�ie VT ll ollill ,E - r1r " ,,r I" _,� '- 'E 1, T I" 'r t 1�:'l , I I r__ [� o '�.TTIT,1:�i, ,�, 1� -- . -,. - " . , I I � � el ,4: , � I p= - - T -- . i _� � ,�� q- F ` � l : I I ,,-I., - 411, I- � . .. r-___!�. -F- 1 1 ,�L L - 7-;�=I:=� --- Iii 1 lzlrl�,, iril lliFliolil � � - � I I . . . .1 . E , - - . tl�'. � - � I � I , j", - f -, , ,,, 11 � r ,,(4- , RE, ,,� ,,, l i � , ! f � I i , . - . � � .:"3, I' . I . - I --,-g `- ,- o " �- " C, -�-J- - " - , I � -,- -' - I - 4 ��r -i 1". I, 5� ,I;�� I 1 1 p , � , 1 - t I , I I-,-..-- i � i -- � . I2, - c , I I � . Il : I � I --- E 9 .1 - I <i=xrl II , � I �) � I � - I �- I 1 1 ,� � ,"', I -;, 1- I F � ��,� I �- i . f ---- - - . ,; I I . q � . irl-, 1- 1 4 l� I - -�- � . -- S�l 4 ' I; - I E � � I ! .1 , I I I - - Z�'.. �rr -.- � : I , 1�--` - �11-11E`ll PLIIIIT�IIKI, I � !- I - T, 1, � � ,�E, - �� - I I r - - - � , I - 1 N L . � �u i �- -E�` ,I � - -. - .. i."- I. -7 0��-', .T11--, 1�.Qil E � I 1 I � I 11 - 1 1. � , �� -1 ! 3 1 .-- L V - T i I . .. - - - , F - I ; r - - I I il - i . 1 - I 1 1 ; " - i -- � - " - - ---- . - - I � � -� 9 -Ili�� .� : � - . -�J - r. Ill 1 -4 - * - � -T - - - � � I l - TT-!!! .. i � I I - . 1, - . � m I -, 1 1, I I - r-I , I - -� � -- R .-- - . � . 1=11 , i l �-U. 'In I - 1 " ,I , I I . I F�- � �4i- ---7-= , - -- 7T- ! � - -- -- 11-1 AIIIS - i -- , l. � � U - - � - ,iAil F, - - El � - - I i- -i - I *-,, � � , r ; . � - :.�, - . . 9 — - i7,- � � ,, � I � I I z , I � IR� - I , " 0!� , , - E- Aft �"- - .-�- "ir �:,, E) - T' - � i 08,* I - - - I � � I : f �� i . ! L : 1, v0', Hffll- � I -- J, ---j- R t f��- --�- E � . IIT��,-,U ... � r----- --, 11- - � -N-I - - i -- x - i - I - "..': 1 - I I I i � - ... - -1-1- I : — V - ! -- I , - . - 4 . � � I - I I I � r � I'l I is" IF, [ , - "'l " - I i-*,� ;if,l� � , , , � I EFrNil -E . I,-, � �, E, V�IiC-� 1- �,,Ill� f - I i 1-� �- �, 5 ul di , I l l r, '. 'l � l LIN -' � �, , , �� I � L,�'� - � 3 ,15�- 3-� iA , , � ,�o Rlj� 0 li, r"'."a , .zEl .I", 1�' �, , "l ',�,�,: . I !:i! � �::" 1::: 4 �,T Ig 11,11 ill - - i , � R I: I" I'� I I l�! i �� I!, 1 1 �-'�:�� l��' : ,�� I; , �! � �� - - � � � 7� rTEE% �i I ! , 11 l I :;;: , - 11 � 1, �. . 2 0 I 11 1�1 - � j, i � - I - - -- ,- , ,l �' � 9 1 � �. . �:U,,.�'E:�,,, ; � � - r I �, . I' - -7-o" -! - � � r � ,; � : i - I I L . � ,.,,I,, � 4 r - r � - � � - r - i r . - I . I L' i--- --f � -- I - , . ='Y�� ; � -- - � --til I- � 1 -- - I - I L 7---,� - s �- � 9 � iz--� - � - I � � I .. , " 1, - i L I ,,,, �-- - �L � I - � I . � r , - - r "i i � � , , l - . - - I . I_, ! s i i . '] � , 'i -- , : - --I,- - M-1 I I . 1 i -- � . i l_- ,--- � � � 11 i - j-,r I ,-," E T, � , . - --- - - � I r i . - �".,,l � - i I . - I . �- . - - . - I . � I . . I— - i ,l ,," -,r � � , ,_ I -1 i . 1, i I -- : I -- � � ,,, � 01, � i .Ri ,� , - . . "' ' ; I - - I I - - - . ' i 1 , ; . - - i , - � - I I ,: � ii - � - I I- r- 1 - I i 11 j o t . - I, � I I i '�� . o � 1 1, :.i�,'� � i� ". ,� � . , l��4� � _ *" �,"�l,."_�'- �. � . � I- -�7 �!- f I -, �&�,T- L �,,� ,,,- ""t I'll, - . - I I , I . � � "i- ,�Lll " II- \4 -3 I� 7 I 17T �,,- I , i'' J� , . . � .i l - , - � -1,I. . � ,, ; - - V - - � - 1 - 1 -1i % - - " L ' ��a T�� , . i. - -1-1 TV-,"o, 1-6 I � "�,- �, � " 1, - r l'r .. : � �T ,,El L,--1 a � - VJr , !� � -,�� '! -, .1, I : �jjo - ,,� �ffq� r� -,��l 1 a I R ��ij, ,l,,c 4I,%Fj ; I;:, jl� 7�1- i 'a .T sr, rl� J:::E�, l i ,:, �l, i VIIIII-ill, 1:1, 'IlIr . I IH "l, �Tl,e� �, - il - - T , ::!,�l,,�:�, 1, I �,�� li I : 1 " , 1 ,11, ol i I l I, ,�l 11,1: 1� � 1 11��'� FE ", ,� I, 1:11,1: : �IrXl V?A�l.1IEl-M.0xuN-Q I r � . I - I 1-- � - ,,, I ll, �l ,, I R��.��ll�l�Illi��;lli��:11.1011�ION. I �� ,," I . !-!YALL,-bLQil �!`,"`:��`�` ,'Ig,' 4 � 1: il!'J.li:l��,l�:��l��,,I�l!�l��'il�![��,��'. --A,,'-'w �- -- 1-0 9"A I l I.I. i 1:r:'Ill I l , "'. 1 1 � -.LTERNATIYE l -M - I �- - .... ---�=— �, --J��W 11 . ----- .- ic�-- ""." --- - - - --� , 1- .-L I UNfi-10- �' - �' , I INSTALlil F -'r ' � ---i i ,-111-'-,�L",l IllI,Nll VIEW �- 11 -l"L I 1-:-' � '-' IJ I -� I -' , T- ' - - � �- � R -K I -- - - - - -- - " i � � , - �, �. , I "i r�-,-Tik 1 � ul �� ,� F - - �--, 1 4 - 40, - i4i � - , ,- - T�Vr`-- . Z,;,-- _I � - Tii -,:*,11 . I/ I - - t-C�'g��' --- '1'VTi:!`1." ','�"."W �i"�- -�- "- i - - I S=Z- � L - �! - / I- ,��- � � - �,,----ll�,,�, � . �-, — , , L - -- 1 1 - � I rt.,Iit - --------I - -. - = N� A f3� , LIU` -7---j - ,J�, 1 I I ; - 1 M - � -'L �-�- ". ii�l 1,f" EEI �,l " � �L� I I" �' �7- � E� I I - - � -- - A' � * �� *� � * � , 'Illil� . �El -.-- " - � -� � ;,.r �- I - """ � ,1.TlI I, �, r,� Cj� �,Q I - a � �zioo, 1�"`!S 'I"! l'! V I Ii : "T' i", 'i"I ll � I 4 l ie -,, -,!q, Ere I . I, "-.- --j ,L � - � I ,"?A,,Rl - -_ I , _ _ ,, , - I 9'r `1 - --1 �� I i, .- , ", - - - --� - -.- .I.--- --l' , ,11 01, - 1" -, --- - � ,�F�,l�,-, - :�, � , , r z _�- -I Q a � 1.1i a, A q a, - i - ; �4 al 9 � &I I -ALMIl TZ-AkAX&JQQQ-�' ` L, : ' ,' j;', , 111--i Til rl rAl. l�] ��,I,g441'- E - --- -* Ill - .. � , , I, �,,,,� , , :� ,I,� - lEe--r1�'.1, j � �, SMIMA1l A-AH1WE--V2QAl `,�-, , 11 ,,, ' � ,,,, 11 I `11,111r,�,. ,�11-0"* - --- -- -- - L-,�` - l,11 ,111!1 I ,,,, , , Ill 11:1 :1 1111: "": 'L% I � <.- I Ill I I 11", I � : J il , 1�":.011.11�`� �-_1177:7�=--� l :'!�11�11'� I ''Il- �' I - L � -1 �� I �1.1'----11111--- -- - "r -- .. "� .. - - -.--- � --..:� . ; —1 5 ill L — � ,; -- - : I , - � L-4 I I 1-'T C7- 1, dI Er I I � - ; - i oC11- I - RE -1 I . � ; I- 11 l'I , i �At'l � I 1 1 � � "--`�- � - � ,s� I 'A- -- � - ,j 1, i — `f - � . �-, " r i I j i � r I-- ll ii � I- _r - � � ' - .� i � I I,- 1-1 L l'T, � � r- -,!� �--- L 2 12 � q,,ll-, ,,-,, ,,,,, - - - - ;- �� 5 � I7 ,,, �RI� � 'I .-- �� 1�. i �,l" I,�' I-iri", I , ! , ; ��a , �3; , I li I,, I I , :� 'If I �, ,� ",� ;l, � C, L � I41 11. :'I I [ - � � "L I, I. � I "I:r" rl'i"I", , )i �, I -�, y i � I i 11 I � � L ! � ��:T , � I � . p Ill , "l �,,T.,' , . . Es e" �i . I I -, r 2 � "' I � 1�� I - . - I r — -- �, r � -; I � . i � - � I I - T 2; �,. �- i- Vil x - E I � ', T , — 4 -.., 1; � l* I- -- , Rl�n!-----(�;I- I .�- - - L " I. I T�—� � �, , - � I le 1i � . I - . E�Wl - , : 111- � �--- I � 9 -7 F, -,-- 1 i �y !� ] � . I -, ' �,-; 1 ! � - �- - � , I �! i - 0 I I '� I � � - - L-1 I I - p � I . - 4 - � , 1 � -_ --- � � I, I t �, 1111 -. � ; -- - --If I .1 c � I �=t - i -79 I - A -�T , - - 11 I � 4 �', �� :,,I, , .q I .l ---1 q5 I, ,- I *�, -,,��Ii ""'! 1: I'�' -1 � �, .: i I I r, - . I r r 2 1 lf� , -, --, l� -Ill- L , , �1, .1 'I,. " � - .-- . - -.-I I � ,� � r i �� ''i-EtiogE,�r: rEiii" � , , ,,I'll : I I �. , � lioliF "I pfifillil fl`l,p�lr,ll,,,�E, y'!1 � . V � I ,�L - i l , 1llfd1�.:!jlo1,I ,��,4 E li,ii l H:rl,io � E � r� , i L-, o I'll'il , II:p 1, ,�-�� 7 . :1 j: , . � I � - , � iTill: duo a ,: :I I � �l�11, i, "l 11,1:11: 111: Ill IR ,I I : 11''ll LL- k I _,____', I " ll I'lle , ��I l Ill 11; 011: ,,, i, 1: l Nill,01,11,111,1!, ,,,,�,� e I , q,l:, E,l� 11,01i'l,:111:1 liPflil''IlEll", - - . , FA, ldllr� IL�,�Ll:�'-- 'I. ,;L:11111:1'� �jl 'Irl § � I IIE �, I l,l�� ji l L'� c- ., Ar, �, Ell I 5A1r-1La--J1-uL-M9!l -- = &1511ALLAT-K-1-N Ill ALT NATIME-AC-91 S-e - � --- - CODE -- ---- --- - - ------ - - — - � -- .... .. - MANDO-Ill A.S.D. QMG-N PHE��Illl 1p.a.f.) AND C08RE�FPQND1Nl- - - � _� t,l 3_/A� 415. 5/5 & 6/5 " - , PEE. - -7 Ek 4W/7 MAXIMUM SINGLE PANEL (1� LE I-P , I I � Wi Zell SWI ' -- - � ! 3, w>, PAN TQ W -"i -� 10 All) - - --I' U., -ELS INSIALLi POURED CONCU -000 , . N-N - I ANt-0- (C -10TEDULE ON _ItL - H--f&KRETE BLOCK & Me SHEtm -, ii i I- SJ?fl2ULPANEJL,5d,j,-?Z�- A -- --- - ---- � - -1-1-- - - 1� --: -T 0 " i 1.4 l� l ", - ___ .._______-_ � --- -L!-.-----------i 6j. TOP, QR-ftQ11.Q% ENil h 1 Ri K,'5.--J- - L(l� 14, 41- L� I 0 '�� , I : �� - --- - '- - --i - � _7 -.- - - � F - - - - - - - -- - - - -! I � I- . o,wi, ." �,ll, 4,11 1, , l i, I I ! Wrfl. CIACIES -1-02=1 * Qff6cJ-NELLN=-AT, Sli MAE �- - I ---,r- - � - - 4.1 � - ,.-- 1, - 1: I... - � ----- ----r- -1 --- 7 T I -- --- --------- L I l 11 ", 1 i : .-----,ll-- I ,� p I ,I 41 1 1 1 1 � : I � 1 : 1 : , ! NIANINHAI JoAl LENGIH I F-MZXZZW"�Alll LEll g��ll,,Q z Z r, `,,2 l EI : I : I : . : I ! ;I I I, : ; i I i ; : "L-E" OR 1� � I 'L-i," OR L-- Ii c �� I : � � 1 � 11 � : : 1 � � 1 � I i 1 ! - --.- i I ; i I : I . I r L I I I MAY141JI'll Ili 5 cl , Ip�illolipqfp IS 4""OD � NFITIIIIE�I'Irl�'-��, : call a ITEA i I I � lA � i �:l'�.212) !,-,,.� . . .. jr - . ... ... -,"',- ... �� I ! I I I I 1, ! � : :1 1'r . . . . ............... .. . ..... . . .... ,-""'I'"'' ""I .. . . I'll I- � , : I . � � l l 21 41 DE'S'ETE! , - � �: I , : 1 , ; 1 , 1 : , : - - � L ! - : I � irl � EruffE, Ri t I , - I , , , N6 , er, la VEWCE FIVEp I mi - WIXII t e I ip WE T,� -� -� Ipl � T) I� ., -hp :, - : I r � � I I L r - k - L 4" --I L- - : I I -1 � � ! : 1 i 'O - - ,,---- 1-11111.11111 lllg�.-: _ � - .4. -.- , I I j I �� ' � j ! 1 -.- I.. "' �� -� �'� 2 200 7-, in� P2,-9, -1- e - ii -l-l- j- " I I I I � T I 1 � 1, 11 l, 1 ) _ L � - � � � 1 1 1 R : I l - i !,A , r; � I , � -- I . i ; I ; I i : I i W � . ,E� ! i -1 � 1- —'i-i�---- - - 'IF,--pJ-' �r Ill " - �Cer ,7,- To* - - � I I i � � � - . - - � -1-1 - - -P - �V:�-- �; I -- - �Rol 1, I : � ; I L i Q11r - - - i i �-V. , I , - - 3 I I 1, I ` 3,30 I - - � � I � I - --- � ---T I -1 -1--- I � ��- �57-� 1 E 1 uW -.- T,��E'El I i I 1FLIEL, I`E�E`�' Ill Y11- 20, 1, t , , -- -- ----- � 9'-9' , -Y - I laf 10-0 1 g5o, I ! I , � - i -1 -:I'- �� -El- - - 1, E we 0 0 fk O"I _: -- - --- -- --�� 'll (SCR , 10'- !, = �- 9 -V' I , AFN`L1 I - � C-1W I �sll �E:Tcul AS APIRLECAIEll - - I " I - . .. - - 9� i - - t I ! , r � i I � . ,,� 0 Ill R�v- I Ill F.- 1� 1 k;- 7. i � i ! I :, - I I I--- - --- 4 . : - ! i � I 9 '. - ;� --- - 11 . I - . 0-7- - Te I I - - . �-" -�� L - - - � , ,- . . --I i -- ---- I � f � ! - . ' i - , - - , e I 3--1 li ,,- I -� a I 562 6- :.-�F- I I : � ; I . - I � - . - I �-L. I I 1 : I I I I : --, I ,1" I) I -I- . 1 - . � '� R $--P� � I E I -E , -7- , 0 1 1 1 : I - -- - I I _ r " F -, � e , � i --".-3- - - Y- IT, ,I- e� I I I t . � 1 1 I I � � i -,C� �r _, ,.-,. I I , " :I u, - 1 7-11 [ -_ - Ill I E, I t--1 ; , -,,, (;I�l , I I � - - - . - - I -- --- - - - - �i;� --1 -d.-,; ;,� l, l ,, l I r I : : - - � � 1 � iI, � j - �,Z+ I -- : . - : i -o F -, lr--,� 1� ,� I . .-- 0, ; I , , 5 rr J" �, 0 6 - 11111111111E;�!,�e,- .; - W,,�,*E,01111111111111111111 111"ll'alif W- ��Elrj: I I - - - . - - � r � - -, - S�LREEFdEq itill"j, . ,� - -v� -� �, l�� l �,�', - _5 1 -� , ", i - - olo"Ill V � �, 6' � fUli l i "o E, --olt, � I I � - I I I � -'r'�O� -, - I r- - --- - ------ l T-�, I 1� I'll 'r : , � I , iiiii, o1:10 i". 0, 6,- �' �Eel , � Ir �l r - '--_i'--- IN [il IlE, �Ifl,l -: 1 /4 � . ij'A, 4/5, 5/5 I& 10 dil?''i 01 -:rl r: - " L I C-- � � 0 1 f-0- IiiAll iiii il'Al & IW I !�!-' - � - �� '�� -,- - , 11 - . 4116:1 - , 6 7 Ip , � ,C -,"I- I �oo2 , 1_ " If , , r 7'. -- - 'a - , Ir - -FICOICET:I !R:r pleVol:11i'1111C i ollfo�711 R. irp *- - V OR I? 6 - o �, � _,�, � : ITT �: f �� ", - 1�11� � -1. E. �)/Arrfll - - -ER� I.. - � j5 1 - 1�1� I 1: K - Fa!-:W_U�R -5, 10A. EANEL- I L I ,.�l -Il� ,� I ` - - 1�� Ni. "J"' - -- � � I--, �"'�� "" '�' " ! - _ -r - N IS - ,� irOR . 5 -7, , I'--' a.w* - ---.. - - - - , -f '50 " 6' - --;�- A "Al IF - I - � � �5�lo` If OPEC 10 FE, -1 I"i 0IT6 - - ---- ----11L -- � - -- � - . I -]-;�:�- -----�".,.",;L"---�:;p7,;i,,4,,it�M,=i�I -- - � � � , , - , - � - --i" �-- 7 I-- ----- - - -i� - ."ll'', - rl - -;�--vl i 6 I -1-L I , - '71 I -/ - - \ -A , z — -- -,- -N -7777!;Z7�;= --,/-- - -1-- - - I,,I-- -"l I —,,,- ,---/ 11—, —11 1-1 Ill :W SUARA-Irl. T ^1 GpAp5-5 11:1idEoll -I ,J,I.� -, ', .-- I I , - I I 1. -... --- -- , - --.-.-----..-- ------ �Ql. Ill �Prrj c; , 'C - ii , , -1 SFUI� , I �: 1, jp F-k4- Lcliell -,----- - --,----- ---------- - , I - 1� 'Lu I ,,,,I,,-, (�� ,�,AESTRAENFIL, � Rli:,��N,,,Nl WE-RESIll I I -- I i - - I r W on I.Els I � I : L i , I 1� E 1/�- I , �I I i go i - _0 I -1 - --- ---.--1-------L-- - -- -- -- I � � , , � I,, . . '" "-" -- - � - - i- --- , I -�— . - - - --4 ElliEl Ecl Ere 1 � � l - � ' I L , T r ?L,� I 7 I 0 i , - � . - . - - -- - , � - � � - -1 � - __ _, . _ _ __ -I I I, :i, 141 _ i ,,, �p -1.0 7! 116101 l I" : ; -� �,�'ll,��..�-,f-.,-.-.�.-.-,�,-.,... - __ ... l__,l,,,,_, - ... I.."-.�.11,111,111,1111,11,11�lli�.�l.--j 1 1 - Zilrek, I IYN A -A - 1! - � -- s T�s - - 17--O�;--- -,----,""---,---,-----,---- . � 0(i) i ,i,li &LENTil Pll- i E� A ---- I-1 i DoS17, 1W � l ill II el AVLC ,V-el �Vt A CIEC F,Y,-.ETIrS XS D Di L,lil i � - 4 E �.111 IrRq3rJLi!0EEL, 70 C47EWNINC W,E."rgF oWl �VFECTI� � L 3 1 IE.fl.l I rn,TNIE A�5LC� Coorl. loll TrIeVITEll ITNEIEl ",NEI. UNCR. 'L�' kpi�Al SCI-EEG---- �- ! ;ir[L Ill 0, WEDIA110 � I', Ol , LlolEP, DUTETil Ibho:Ul PANEL. � Etflee", 'L - " '"s ��, - - I o Tr �R. �� I 1 I-EIA. 000i ALL(FiEgEl RAN � ZifrlN IS F0110I 10 Ilif MIJOil if,"TERIE'Eir Pji lVII I I DITEREIN ''I ,' AEM % . - - L I�3 %,m f,R,,E;fxgE at,cpw �,,� - ,-�L �--. f�ll ol)[gioliTY OLIM EN Jer 111:11,1 2 I -�l-��.��-�.�..'�-.��..��::��:::::::::�:::::�::�::::��:::�::::::��=--�� f-, -,----� INSIN l,"I'l El 0OCC, ARE LATTIM ,e) I 95 I- I ll t'llf, CliSprill TRop11�,:1l,:pjf T,AIIIE� " I t . N,J� - �lz= �--1'11111- ''-."��-.11�111.111,11,�,,�","!::!�:::�� - - El, . ------ ... . .-----..... 1. zz=;=�, !:��-Iillllr VTI ". , E,l g 1. ill El 1�1u, ro�---rN ,0401.': A "M TEND I.Fill'olo, I--- '' or: 'T 3A, �T �';�� , �4,� , , � E Ee I pjrpr�p fil � � 1� !q'Sil '''ll"ll"IlA ��.f---±!��-------.--,..-�-----�-- -I'll � � " � � I 11,11 J- �l E ,, �Il ".. . . IV- - �r I "I FLORIDA bVILDIll i Pill H' -,,[r.Qr'. Z- - , , 1�1� �,,11 "411.le --.l - . -1 -1-AL ;_ -,----- 9 yopIcTol H i � I,! I . . , � I � 11 Cl � �l 7 " -� 0 'I"Voe, W 1, ' `T` ---.- . F ` - , , � - - I_ ___,.___,__ _ _ I Er- VC � . I le .1 'I L, - -T-------- . , Z i 24 "a ck-VoEl SIFFEIL ISIORM Pill I i ,� � . 9 '-�- , — , I : "A r F c - * --_ � _ , -jjC 0 ,., " - 'GLOBAL PR0TEECTION PRODUCTS, LLCJ ""' I ' --i rip �,-� ��-�--- " -1 " TIL I - 11 I - -7 , - , - I -- - , ! � - . � ------ � � � � , , -��7 � -to 2 -�, Fil iti � . L. �� - e,-, .. c , , , I - ,.)rfV I., <l 4`kll�� 1 TEL� — * rNo,*r5F. b .1 ;i§; I , � , �. �,, , i - - - - - - — 1, -I - �' -575 q , " ,�`-r - , ,�; I I - - �� . �= ,,, - , . � 1 � I.-l- 1. l I - - r-- - --�H- ! 2 or ,�. I P - 6' �& I �. INN- � -- - -- , -- I ,I', . Ill " - -- ,gl L:��: - - -- - --T-;w"! CE-l- - - "'N"N"', ITS-I-2-, I -, � Fl, .." , � - �-- --_ � -- 2E]P-E � �:,�,-: ::: :��:� ::�� i E 5 - IT i -, 'Llcorill �� -19l 1 � � I -�::�- - . - � . - - [IEjSTALLA JON D.E[A.11�-!�--E�O-R--R:L�QULAR-- PANEL ' 1 ' I - - INTO WOQ-Q-�jTR_U-Cj0,ES - � I N'L �� . T 1. � f i i i I j � I ; C_ � � - i I � - Ij.-- - - -- -- ,- , ;1-LPuL!cn . OF ,- - 4 1 i � I F � -1 - I I 1 . - Arom A�� - S6Zi��i�F 5 - I i , 1 I - , , - , -- I I I- (I IT ,L,L1 I I I t I - - -- sl�ll - � G4 . I t". - -- YKE7, 7; i ; I E � ij, �- - � % �� i ; I i -- ; y 13 1 - i F i'-,.�l I ; ! � �,--- - L S. lWil �= -- I i - I i ill ��- - � � z � I - �, � J�Nl Nil � �--- - -,- — I I � , -, - " - LuEl mv r-e-� I r 1 1 1 ; E I - �L, --- h" ; " -t- k- . . T . I � I --- -1 --- Il! � — - i i ,XT,,IIN�_1 i , I pmg- , - �— ll ] - pe;, i I 'i - i I i�7 NFIE1, -17-0i I I / . - . I I .-- -- I i. ,, � , ri,�SS I - 5 I l x . � - A � �-- E I �Eii:c TLll- 1 E- U-1 i : E � 1 1 � it , F,� Isrr W 1, � - I- I CII E-1 ELI' 1 1 47� 1 - f I ", ll : ! " � - . '. 1.1 I'll 1 4 7;j I ! 4 plo 0 L'I 1.11 "I I — , �,� r - - I ,�� i - � -- --- - , — � j - ,Im�gk*' � .11-RIFF, m�4�' * 1 1 Lt�- i �1 �(.,! 0 �� I I i� I 4 I_- I, : i l 11 'L" — --- i � --- I E_ L I I I q ! � --.Ej.-..— LLM� ; I . I - � .-- - I T,�.,� �EAC�E'. l� I -- I � - I � f - Are I , I f,l-,� I I � I ll I '. �. �—Jk I E : � c .Url � � 51 1 , I i I 1 "ll : i I I I'll I $ I I ,, � I , �� I !I'i��'� �rl,� � -- � - - -- -- -- :!-. 1 � i 7 , . I - - � - .... . .. .. --k ... ,--� ......... . . ,,, I I I I , . � I --� I . I - � I I I F 9 1 1 1 1 1 " --- - . � ''I �------ � I E � r I -, � - If i � I� � i �, ,,_ i r,pril E'erol :0 1,,r I I I ,-L- .. . . ... . ... . .............. ... . .. � : !I � 11 l " � :J:E I l Ill I I i " 11� : E I ,�:, I 1:::l:1J . - 1:7� l �'. 1: ,� � 1, �r ll�I� El i !!:rp SIA77 I I �I , - � : � I I U, -, i - - r 11, I i S,f� r rk� q , Iolf,:j:ig i :.rrN1oqr '::�r- ll� i"AIrgrum I = I 2 V EW x � � � � ,,, , ill ,C,,W E.Cir,11:l; - :", W,!;v R - ,� ,,,,, MIV - � : � � pl I r"--,� _E, Irr - - � i � - 91I l5f��Ver-,F T 9 9 7 EAF "i I c � I =,t� ��, 0 CA l'.Np,IWIr 7 ' LE . - l - i I �M 5 7 "r ; : NE Ell� I ' I � � fp[ E -ill I I �4 � c-.; A.aui a� 9 - - 1� - i I - --� , I - SES S---EILEl EEN SHE'r, :,I � � . ; zi4 I 11 -. : - - � - l ,/p� I . - � � I - i � � -�- - I : I I L j 1 4 I ;EEE� - �� I ��: i-t,I E E - - 2 E l DOUi T-, .-��-:I,� I -� - �- � Z �. - Vl , ,-I." I � - --- -, - - - -1 7 f -- -- � I scW,-E,. � � � �, - --&�T qEul nz, Ass I I e I I -i I � . i Pw , � 27�4:i�� 3) 1 E - - DIRECT, -HQVR Vill I I : I -SEACU �A � � � - 11 * I I . - - L . . I SENAl TV i . - - 4 - -- A "Tr f' I . L� - I - . I � : 1 5A. �� - � -.- : � . . -- -- .-j . - ? - - I SEE i'll fill ON S,-.E::-r -- FeR - I - -... I I 1; I l AA 1� ol��FCI- LU-05 F-L R-16 1.1tTof-iAT,CT,� .Ji1% . ..- r- 0 71 I ,� fj-- guA, Iii tirt'rilli R I I Ell 'L' � : � � I 1�0 � I I I , ,�� - � I-. I - I - - - , , I , - 11 ,,,,-- E � I 11 ��, I . --�2, � AIE E -- �� , � I _ff - - , ,4 . - 11 _4 I - I: I � a ,�j t/` CL: - a � I . : j�l � L "I i4 - r- � I - . I'll i �� --- .I ..... . l�,,l,,� ... �� , I -� I T,'�l I T I I I I I-, -- , L I L I . -- --- -- -- I , I � "":,:":'':��::I��:l�,::I��,::i"::� � E � I -030 .Nc��`,Zs � * * hLiflIL, � I : i ,�4012= jf�',�IIE� � � I I l . I , : I i -�wi,�,,fw�, will'! ��-- . - ta ,: i i 7 f I I : I �5F.T �HCFEI.El- E IN VIetr, Ill EM RE � 117 '11ol,fol ll: I l I--k- - --j ---- �,� ]I - - - � E ,,11:1"Ifill il) i E�Ajllp. I ILREED 1�b 1� ol�Lr El U�, I ,� �Er � 11 I - . , ,� , ,4 1 YI �X� i I A/ i *01iiLL �� IN, A . -M limpum (IWS To " --ei - ! � � i � I � � ""' 'PT ;I ol �E��,,,�� I � &RENWE!"goWplin MoolENTET eERQE1-- '11 rl�ui I 11, � �,,rr pi�eurrpfj- , � -1 � , I. iIA, Reri'm I' -- I I : �,,lv i - � I IT"�;E�Ffl -�o D, We, I WE, . LEE Iff�Kpl XUAT l 00--'Ool &A l -I- 5Z.Aa JV - � . I �C = 'i ',`,�;-,r ., � I 11E l,l ri ro-loil - �, _ L � ,I � i :1 � (5�17 SrAIEILILE rE, 1 LIW, W, I'l rr,4wl" REART-pirl Ort V� .qr "WS) qWNE of INEM Il �I F I ,� CC-- � �l zNroe s'll -- 'ElEll ii (n,l 6 A Rovilorli new 1�1 �i'r 0-- " ; . s,m i � i ii) 6,00i Ii!l, Now, PRESSURE: � 4 : r.W e, l MIPV,I,DN '*- 0A- i LDRE" � PIT I 1 I ill is Ii -* P-0 I 131 ul ZA cwx T%l upw- -, �RN- � ill � All om� I 1 ,21, 4IIIIIIIiN vcf- �.,<, jwtH pi : scill Sma'. il; li!.* 11iiiii MIDAINITIN-45 iTE 5-Vil PIl NRT�I,l � - I AL12NMAL-2W . i � I/-. LOW, Nil lz�_.r Ill — - � Fl EIEEi; I � - 'o l - lEl Wol nl - �,-,� V6-' ��, I `WRD,LL1-cN (W I i � - Ell El � � Na n. . WMALU-1W 4 � L -46 , z5ol I � � ? AS fillY�l VT �-. � Fil W. ,W -�22iE, I,- FCiropfl R, � 'Loai J/f, , ,Nhol .0i sLkf j .1 : w W- `,Mor) 0I FIR ,oll r1gus I I & IF PER ,,iI`r%E` r ! IEW-R6, i ...... im"N", I ,li, e,5 P, T Al -- - -- � - - -1- - ---- --- ---- - T ...... ....-.- ,�,-' _:- kt;;lli L , - , E . � " ,, - h= le (� � = �r " = E, I I ,,"' , = � , -11 I. li eirillill CDDE � - i Volor0y HurrIi.pi Zaire -1--.- . - N � - . 9 I 11�11 Ii!-% I - ---- --- � . , 1 4 t,��,rr �Aljl Alr��' (I : 1 F f"jk JA�, ", �F �� , ! 1 14 WE Cli-4!�EEVW �CEIDIRMloll'i �QE-IECIJQ45 - - - ! � 11, �'. , � z �� I "Ic, 14,�167 l, - rIV, �ITI�11% w1r, : 11 ra"."i 1:'��l��,'Ill�'��l�l��""'"""', :1 r . - i STEEL SIOWIll PANU "I Cl-'s", l � I I . ,P:4� I) l 1 � "'' I 1: � I, �o, - ll, t i � , �-i : i 1:1i I ; � "'-' " '--- ' - I- --- ' -- -- -- - - - - � - g3rIcEm f:l:)::No:o:7,:5 CAN lo! � 'S 'Lo -,_,D�ff_r, - .1 � I IF "I #1 - I 11-1- """ ' I _ C,, SJJEF� 3 (r,': ,r, �' �- - - � 1� � � Il,JlT!o`E1I:E I t� -.),--- ; ]I III 11 'I, ,10 ir 51 ill Y.Ill" U lifirT l I - I -, irl �', -, E ,, 1 Is t '� ' I, , 1.1, ,-�;, 1 - �- - Nor Ofp: ... . ... j,;�R,l -�- - � !,: ! , GLOBAI PROTECTION PRODUCTS, Lll[.11 r , - I �LAIXPI . S -;�- " tfmlul-��-eSl - -- -- �i�-li�,;Vo""A,��i�iv��ll�il�� ,Iro S. Ri Vill . -, —� ---- , � - & F, �7-4E lVC!"IC rrAlEfF. �l.',f.,I�l�,1!1��l�l�l�l��[r�� lEl . or, l ,,,� I "."ON If� , .-- � , �J[Tl � N it I, "'I F- F " I " — — 111n � a- �E� 20- I 75 - - � .. -.1- -- � il 'C ,`A�XJTHER14 � I I E, ' �� 0. I- � "' ,, l �--,- �ir�--�� i9n,�,,Xl i � ` W No 2 EC,'r -ETEiFGEF1 'o,"i /:,�l,��,�,'._ ----- - -- --- '-:��'� L -�� . - �tL��' a �- nL - Z:_ �- � I 0 ::z- --E� i = N!�� ,� - '1EIZ-2ii' CO fr�ffll*' r -- I � �W� . ,7 -!12= �. ,� -21!1l, - . � -- --- - l IhIllairWWWRo! R,rR:r,,,x,- 4 4NIFIE" � III 1, "-I - = --------- -1. ..".- i I f ,-.- PlEN 1, III NE -----, --- --- -.-.--1L --------' - -------- � - � � _ _�r� . , ��, T _�, "' V � . I -1 1-1--- - 5�-;�Xi� (V.AJQ-�1toI L:� j jj�� ,C$Tj�j1._Dpl .:�o[�iL.,�e"!�,�,,,.�i�OT,F--5.�--,14.1k, WEI I SELEREl Q�V �Krrfh ON T111S, FIRCCIECT CVALUAD-RN :rEfC�NE-,w, ��l 'Il 1,11jo'll VEKIFILl i:)W �:o::'FI::'l RN ..! T-E':Lll I/ 1-4 TAFIX14 llp4o,I4:Egg, ,Ri, WAE4o1l1,-1ERl �i i - - ---il EEK -- - - I EI -- --- �E (�E, ED,j,l li - Vol Ngfil SHALL Woo SE :l::o:FA:j-fC� AT o',H � on:,V 0, f . �z THE "LOR'll' RLA-10pip- 'Gi FEC, I T:,L,- 1,; o4ginil p1jol il, ANT E'LANIF-14--- n-�� Al-��14-- A! WOEl I . jr,%:-FI�V ,hoDoi'll:� nI-Olf iIT,,RM-.AELV ?0Al lim"l-'APT ,/ SPOWARE, VzE`�Mm - "wo L'� 5p,:,LWE P. TE t, , �_ Er" i - 711t1i I !�/V NOCIIIII Nvsk*r, .1 Lrr�o"R -EEp - � IPLru'll"T -�! el - El �� - ,r N * t* -a. O,`AL� I,-, c0f.R)El -O PER �- Ill 97 �K -0i MENl COVIL rl:a� , WIl 4i .1 � l- -,Il ill-dxv *�::,i i el,rrtio � �EwiipEr ul TAL JfVR,�pDl All --0ENA -qNil -1 AE 4-41,10i �O I'Op A DrOCTICINAi �Al ro 117-1--�� El A -E 7- 15 &N,,1 SNAI: NO Cill 1- -ETA,;;EjER --- �-O l. M'r�l FRJrS5,JRE 'An""I'S SE-�--Ele QN tr,17S o I) UTETM�W T'IREAll -0,011l El Al pill E1A--cA AliliTICERES El 01 , I,-,- ANC, 2" �--� ELOD "A"60fil EVA, 'I. 5� --7�� -� ,C IN I i - I IN irl r lisf? ,ifeLpErf 1,, ASEEIE C�Irl I.IE-11"Af MSIll;u vill Loill CIC-C--,ENE--I �11t ASCE ?-$lo S114CL INT FOS7 �-Ell TO A51;; aw"C'. Mcl;o,�Rl: gAnNG, Ff ERALTEFIE,�W; Tl ill CIE, IN 011110i, TO ,,�VPAAE !El *1 Illi E�S'U� c " " ."WEII. TIVRE.ecD PENVERAl 0� LAEe SCAl LIVE ME *OFIE Mill uNri 1�,I,Lp- DE 1 I ,,:, i a�ll �E� rRE�-:LJRE Eeii IREO�CATIEO �"Il 5HICETS k IT FARIj- Q A, T-7. IN fgtkjTNATE�N TITO -,,CC-, Ni BE ��!�-Ol AS PART OR lr�[ AEOV,AM 1HPLADi PCNE'IE4304 �-�� 'I' ,�R,- ',,�T INC 10fit! 01 I I4S P C - z ' A4� TESTED El NEFT CVCJE 5MEssrD. A 33x AECVr1-A5,E ;11 Al� - �OR WIND L�-'Atil A45 SOT LISSEC IN Till IdWil F RS SPEACUll 1D WOOL HA,r al�N E-IrPill l- 11 IllI urr"Al"I'm 1C`C-1 LATIMi c- LAU, 31�icllql --11 *t:Tel �11- FIT: AS I'll IN "'.5 OTIA0,11- Acc�E *11-I �0� .Ell �- PAAE�'E �-QUA�� FOR ki Ill 1i PL�NEST,Alol l Ii V-�-� A 4Cc.PCwl Wi gF4C-F-'EN "i`1 I ' C-" ,- -; VoREll F`Vf--�-Il OF 1EI-CED - lz�ll S�El RE �Ejl I,"-, Ill �;Cl 14u, �-bvll Et 1 �112- ��l .----1,r,N � � Q-yr - �:;A OIL - - , " -0 - -En - - w,, , - . !iH - L � V COR� A,� Vil AME16CAR tt5l LA5 O* 50V� E-EI�Efl JOE 1 4 To t -fol Ill 021 V 02 C., � .0i , Ur Lxj" ,%� -c . � _ , 4 gEll,lTel � WE A No jr,o 0 -_R - _ �, _Te -nill , 3 _ga � &- _gl C Il l".Mol ANNE ApTl - � �Ll ,A TEOl HE #14 I I ,j ik� El � -- � 23i _ , , --,, � ", -ill � '� - - �Ll El l . W', %CIjprE, IV �61 e� ,-Asr li -lRrcAsT 'Mi CIE PRECl r,CXKr--- �Aaril VE�VXI OR Wl ETWE-5 K l ON -�,E 1-riST-4, rl-N Hil"'O"'o"IL AN" Al `EH C"LCU'Af!=S .,Cj*FTLloEl'r _W or �El --- - l 't- �r- 4 khEe,N)ERS Sil Ri i CtEMCzii '7: MWIf �- NIEEllo -,TKE-TIJRE EF,HEEED VJCil P-NELS - , - � - . - Cofir 411C,.Ol SHXI [0 * YFNT�Ehi IN � I� C, �i & C,A) - I - �--"Efl frogE-rl IC El RCgE-jfE �,]� bj�o l, ELEnr�- �TkrECNF r Nj J�l � I4 2 4. It ii S LET ill ARclrim-, SE'Al ft iw,El ,51l AA--1 fl� ll RIEFIRE164ii-Arpi me 5FU�IricAl ol, pId' EJECARIE ,,11JAjV,rc:PlA:ff � r,: kl,cAor,illi, S:KIFET Volfil Jgiln AT FIAT'�VRES 5�E&p l� -P�M-El NLVV C I'll foor lo3X� NEI ,11STALIED -01II-90EI 'CELIR"gi IHENTA�JATIO'q ',EE'l EEIENI ON SEE11i t 1�ql C' ICTIll .I . 1IINVILFif: of upoco:p, ffl:,::l!F ,:C-lelpfao El Ol NIGT i lisf-', , Ill �� U.- st�a� "IF-Ep "Il "IllI ilMlE 8;,'RLl--URN ,'4i,'L 9iii ��, El W,<,f li Mfllfl,fl,�V, C-60 GA,1110liCill , ! - �E� V,�Ii�AEA�irhl "I''': i ,� '42 ? 1- i FA! INIUMT � � 'i"11- if! f+p pfl!,IIPFONFI� ,: : , yEtR g�ll I �LITI III if"1:1,11plor ��JI,�:�:�:::��::!::::�::r��, �L, �-E �-,ol ... il,"El:10F, "co YF�Flll INC SOUNFrItZ I�Tr TfIll: 'rpRjC1L-Ipl V � E5 i TO Eo� �' `:� '-�' -`L, �(z lnq� rol2lli FTTTp fl�� :Q 316 AIR, Sfi-1 D111 ,UrPRONEON AEVVTV4pF COWTEQ CAlil NIftEL A-� P,M Lva ;-;`V,Nl R INC:IiOiom�rr TK[I Collf-,Fli: SRI CMI." go ArAt1,F,b V� ,CCTFL�EEIETE Eftl �� "KEI-C. FRl ' ' 9 r_:f � r l', 1'�lr v:t,1l'31'Rllp.fl AN1fl i l ii o"I"ill lEZ `LH- '0TEPIL' W/ ".0i Ill COLE L � �_ E TL ;� ,I I ,] I if lf� Ew-t, REE�Irl--AEE blolfw PANEL Willi LvNor,,� Er,E- �� ,ks T,t� -LoCEF1114i 1, 2 . -� ti III E1,',T-Wr?.ATIIl Ifild, ,krW ip - EEN 31171---ii &. 5� 6 k T Alli1AC`pllrl�� ,F14, ii � iz%�Eps-,-E gTIQ il 1, III Wklrrlfio� I'llilAijinif,r] IT'IfIll ��,E '�El M -� I, C�� - - � I-VEE, 4, .To � CAI ilEfILlIET,il 'I ILI: ,� OR Al"9 �-,-. --1 5-r,pi,'i- %T,ol 'i WEE E." I#il -_E"I Sil�p, Oil -fill VI APPLICki REINFEl tl -1ECEr5 Or ,W.irgW,,lC wilml � ,,i�OfO�S -- WALL SH.l K 4' FrAUDWS I "�. El - - - -c WE r'lorpli WE�Erll pC&EME, IN UWMIN-- " C1017-1 .1-E. _E. CCI,rko.-�',& 1, r, , �F �Fl � - Fl _ oill �jj � . -- �- I.- - - - ----- ql�jl;--�,Ell To TRiffil -I'll 69Rl -� M-011 - � � , z 1 �'. I- AAcI,.,R1 �73 ,A.WArv4cT,-zv - , " il SULCEll 1W Io- 1�� Z192 P - - E 12 �'E PARIE, ffI!E;TA"lIQN SIKALI "Ell ViH- Z5 *N::Ell IN 1�11; t1RUl PLE-1 ANY EEE�NEANG -i `04� REC�j�Elume ,� -AFE, EP � -1 I - 1 . � 0 � U�--N �E�140!l A5 `AAf4,�4-V7?t`RTl R71 DENA, T INC RROvil P, T"L 11-ER"Ol Y.- � A � S AP 11, - - iz��t � ��"-- 50l ANi kS Ot5fpil q-- - -- �'-Rl eW A 5PCC"�l CC . - " . - - -1 -,' j FAl 0� Trill -MENECR L� Ct,N --- ill ", - 'A4;: ii i ) T! T!4V5 IFTEEl CYA-Dill OCK-Lil p"fe It - Lpl� -I-, - PRMTD� �jl*lml 014 � ro PA�;Etlu,l !"14ANC Q I PAN�Ilpl ".Il AT@C ll AS WN-i-TACTURCO EFY Li CC1EFSfRJo1--E �-Q i A 51"t S-ECl �Wljprcl , , WRE-11i V-- S�E CC*D"K�El DA-A-Z rRom Tr� P E - - I -d �_-- Tall kNCICIETI, AS VAINVi Ff -X�-:r El v W �-+:Tf 7D III: RESPOW'i ��. 1E,= SCLEl MEICIAESC AND PZ31A"IlCii All Lir-, SAFM - �� PROOl- � � v"ruju, �':W-Z,ELEENT, ro� ir,EIT70N ANCEl Ill PC M Pailll -�- a,T 1 3/�' 2- Tl ii IANELW- 2l lEl (NI'l,"', F`�'o 1,90mLia .F � ,PN Ell �- U"EME Mr.. 'HE CEERC)l ril_lAl ON - 0��I� I 3�4' - zmw r."IN 4-clioRs, "RiN�'ll ION E4FET' Ar 'I'L Is 14E C'ROoj%A`TRi RECPeN-1'&-FCT �--I 'A,f,rjEp � -_�04C,-C,�T . IF 11 EIM jui lfi,!� PEECICE,L: T r%IA1uAn0H oor�ijffll Al PS �*EMDFEETM ,eivoqjo, W V1Fj>;kcv , Rol N44i, of Eur�'TC�-, - u- �Tn -,,E -�,,FCO CcIfiloirip NO -NIBLO.Ef, ST.1-0 %,-- FEE 11grWTILLF I/-' 1-2C eool � . oo LPSZ �SA;, 1�� I T 72' L40'i hillo,0411W SE"Cri 151`1-c� CETI . � �� - l � Q�'�-F `EI�F"" IC "RC`F "'� S�""A RET rF�EPAA�C' 'n - Tl �-Joo "Rer.: 7T pl�.I�i 1: N�ooriipl TR IN i�[,l F � i:�' T Eme, l , e�F��-, !,,F ,I 1' Ni p �e %;, �E! �,� -'RENEl os frf:C,�Prj IF I) T � Foor TlIqT FRQ�� 6"Ll, 11i Iii ]RE lUNFICIll rieN 11111,� ,,FA TFT� Mi ,1111114 NVI Slly:ci� A,,ir� EELl - 1 - 0- -"IrEgil, 011 El rl,lofrAxD SCREAM iill ,tLAC � I � E `,' frof�pkf.- l,,�j 0 TTC�E,Rl "ArlIlEiG I's A Rol: - 1�7�. WINE11 i &IT(i jef 011 TAW F � i Ebil!111,,p,lfi� pi:l lip-q - � In E Ell Ok SAIll S.I-al No M ,AFTER I'Mr -Lil� Vi Z1Rlr1,l1EE::S :1111:11iI FoVIUll 3%�� kSc "Eill ��rc:�,! "011il: Eil CloolffAI111ITE FNif '-AVIIFE-'� ll%:FC�� TV "ll 31:1,11ER11:11% RIFIL i li"Ll T;�F- -- ��i"I- ,l � ki 11100>Kfg� cmj NJ: � LI 5 = � E� -P 'Cl IEEEIE!,,f� To- RL',I k rV- VA1r` o F ill lo: ''I "I'lo off d"' IF" V'rK IS � 12 I I' II:: P, ii �) I�I-AA ei pEIL LAr - ii EEEKA"L 15�Ai Al`� oll ')I E1111C Ill:10T�5"E'Ne, - ll --$'ALL RE A., WEIqTIgfil INE ,l,13 ANQ ili�ll A2) L�[CiTfl CIE 'ledl:lFirn likir,lp P9-,TNPVi ir - ,,',17�jll 1,,�.�,��:!-,A(T,j:,i;ir,ii:�'!I J1,21C, CIA,li � ,7X� ON . il V,N*l,-1 �OICAEJWI k, 570REA ll �� i�E=fif,.%: -,E6XTl -NiRA-�_-Rq rlitiEt- $iE01i IN Ad",XCRl11lgl .l U�N !Mi3l OF r.'URICA &Xp,0pgP I-ODr. ONE I.All !IT' 0 TAKI;Y4 grrC�CFFCE IS WfERo`JVL'rIJR4l HT � T W lil - I _ SKEILL 8r PLIFiXID FlESP C"LIRE Ol'i I -1 1-,� pe rOVERLI Wiffil Sle"'FION 1 -9 S.1 C, C11; - T�t, I I 7"Er, ,"rl IN0l A� EJARKYFACTV21E� Gir DEME INC � -ORICA ElkileCDEr CrLEVE., - 1/4'0 � 3`4' Ellt,f hNCTl 41, W,RtEhl i A� �l S�R�lp% 8017 & SPi C' - # " - � -- ��wul rrnl� * mo PmELMARy f5E�M ATC-,- �- NAX�JFA-70RELI Py ---E Col . L -go* Pf*lef�EINNIN I T,? _� - igI , , 'A A - ll . I/El- - ZEWEEekq� "Al ANCHOR5. As ip"Alliv-W:71-�Ell 01 w-Al 4d "lil !�: 6�4 � 1. - I ` - - - � -- R -� El C-�Jll c� TAPCON kEAE:IrOEL1, ETC- hagElLill �- 4ITEAC lik-Filin ANCHUll NFQ 1- ,:ji . 4�4- � I - ` -411 �g j ,�_ I - - -, li I- It all�= u%IJ sn.l, BE , §".- . \NW , - , � ' � FLORIDA RUILDIll CODE kIll Hi Vej-E! W-icciil Zone � - . - 7 -- -- � . - NT,- �1 4 ill I� tt. - - i � - EANEL . - 2 ��- IT Eil,, In '7f' Al ST.-I, K FIE -Sill -F INITO *1,,E c0l Bill uNIT r00 E&DElic-ol -- 11 ff 24 GAGE GALVAMZED SIZE STM F [ . I - = '- ' ,,Ni,N X ;- . � �7-;Clxl S---ll �- FEWITTED 1/4' w-20 SCREWS uSire ST-L- R' I ;J-2., Lall wiel S-ju, irir'l F -;:- :,�� ; 1El?,E1r-. - �_Wuq ,L* i wrl", NO 57E -.0 'L. ;GLOSAL PROTECTION PRODUCTS, ii - �, - - � �-- -!�,- STATE " F f- , . ,, -1077co ., � I - -- E -- -* -, 9 �. --,�-�A-', i — � . i I E. ��I - ,,, � E- C&RIF THAI �RFCASI �,TONV, "RE -�l ��Ol,l Eel Nil I fell woo , l ,.,v,e,!m 0 & u--5-r- abul - - ., �,±,� I ,, , . -ce D 50AXOS 01 10 - z -, 4 R - -- i�N-hl el ANCl S�-1 RE LVl I'VOUGH TO figill TAT It, � iR11Tl END PAN i 'i ,�,$ 1!lm - ,I Am -� al sl�Cll N K GRIEV , ii ......... T T, " -- V 7 5 - -T .... 7�:7,- -- --- ..- r.-oul E - � ;1',;,a/,j,, A,E :it 14 - 1411. -7.1"i -TW,,�AF`5" - , H, 7- - l - - - �`IWIXAI,l - Ift . I 70 I - -!!�, - I 'o , r : -t ,,, -,�,A, Ei IV5 uF"rEof,lFC IN RE I � IN, IN Ell 40"l it, 110 ilIji,rNINITILE"LIDEFIr 01 Trill 1. I j . -,, � T r, - "--- r.�- , I"EARIV, E" 4 ,r�— F��.�..-.-�--�.".,�,��,;--�-�-- � � --- — — -.---- i I — - IL4,$TALLATION, DETAILS FOR REGULAR PANEL � 1 - , F INTO POURED QQ I i PER,n1l; Q�Q�-il ��usi Poop,'Ell coNcRill gio7liil CONCENi Wl CIE CONCRETE 111-0171K .1� C, OT q� ,r.,, � � EllEwITTED I � ��:, E� - ANiPTEDI's : ECIIETIM AFECHOEO �- - - � � iM sc4nIz ou �: L loot ScAuIeff: ON, I; �, ��::: � 5ECl El TERREFEEFEC L r, . . . . . . r I-Prl pgtolfl) . 1 ", jEC - � 11 , �� E I - i 5-Ell 11 TE,IZ011 , C, � � I ",�� , I , CAil OR 2 I ",�� . . . . . I I ,f .12, --- :1&2� � �. 7�� I . ... "lli - - - cEN`]CREl i " �',��,,��1111�,�',, �- I . :Ii I W'QlAFED S') L/2- f � ri!, ,I . r !� , ,r , ,� , �� 1�1 � --I- �1 IV I , , I _, ir , 114' � Is- 11 - .2. - . . III IT I , e- 4� :: - ".- --- � ,- loge I � ,-:" - r . .. � -=F= .-.�.. - ill � 'of, Fell, li '109, , - -- ...... L - ---- - - - - � - , �c � l F � jj, " --�-- - - ---- � , - . I � I �� : I -EV Vll lrILE, � r " I -,, i - ` " : I - - - r � I I! � ; � �-f - �� ": -oupRi 10% -1 - ii 1 E.: si�� o Til , -� I I I I � I 0 � L * � I I I ,, � � � I I , I ,�, , ��. .. I i I I - I EQ, , It I I I I I I� I . � - r I I I 1! I 1 El /�/,- ,I, I i � --r- � I i ,�, i ,r" , !, 1 LEI . I I i I" � . I I j - �- , : I - ��. Lr � �, - -- if , !- I - EL:L I 11 � -j-r -L�im - � I I I � . I � . � I I ; I -1 I -_ , i i '- . I - , I , - -- -- _ � �, � � I I j - - . - - I j i � 11 - - -- - u E , t 9 -W I - -- `��> - I , �,; - - T , ��. ll �db iE� , I I I If i � I ; suRARALT" T I P-Tilill A 3 - I. I . s_ I , - Ni . I I I - � m � I - ! -a . I 1 w TNEE, il AlI Tn �� rx.sTNI, � . - I "i r� � I I ; ( scinEw"ILE , , - , , � , f i -4 � . - Ill I A SEE sc��& IT cL, s4rEF 3) -4 � - --- GLARE I : t 4 -OLL L FEl , - �, �E = . -- � I , I . , I I ! IlsFE sr-FE!".11F I � I 'c' ... Ill sEPAR.11ON I' 4a. i 4 � I ON I I TG FIEREn l � � ! i N o�� SI%t- 3I - ,L5Ll , . FAl PETEEl "I Nu I - - � --- - � 1 a - I I " - - - - I I � ��rwol I ,I I - � 1 -, NE.,- � " � : iscE f -� I - r 5-" 5-Lf �- -- - I t ON � - - - � I ON WET 3) 1 -- I i - �, � � - I - - - I ; I I � . 1 , I -"i � 7- 0� ! � - I k - i � I - -- f - wx olos-1m, r uos-�,-,. f � ! I � � � _ . , I I I - OF 'j* I'As, - � ,� I � i -1 E , � t ,_,,, ; , I , " p d:l% _R -� i 11 - I I � !l it I Ill ------1,-j �i � � 1:111 11 "-r- I , �,, : I 31 I I � ,%� xi I, I " ; 1: �, , ,�, I " I a - D 'E � r: I I , I � r , , , 1, I 111111:11: . I I - , � , I �, 11 .)A opi Ilc l: : �r: , � ; ri � � �: �, E I i � I �l . � , ' I I iull � I ; Ii . I i p: -, � ! �l E ILI. � I 1� i�r Ir � J 11 :: I � I � i l-r " t.L I F.", ,, . I �� T 11, 3 , i E i , � �,, I , 2, 1 r � I -er- ---11'-IIV�-, �x."Tw- PIN,Rl � H I f54 . - . - , I - � ------- -- - - 11 file 12 F/V CC r i 11 INCRET; OR , iI -RNELt---1 . e `7 � CL � � - 1 L -�l .WARA ,wNp EAl, CiDNICRI - � -- I �-:CK F X-CLIRE's I : TAT Well �e,� R,RRl og, "�`L` a; -, � I I %f*VFRl j i�-- so=El ch I 4oj_ '�l ' ! - � IL (i 3;, A 'r i Rl - � , -�- f, _ __ IF =�a ,I 11 IT, I� - � j . - 5�� -- �R[]El ICR - '. W� - f . I Ii EIIE I I - i EV , -� CINL� Will SOLID � , � - � & cei A,Nc�m � LF4I 1-13CATION E I 1 4% cWE ORTEETE; fyneTEEl - �� I OR 3"I'll lPill �aLl Z-�,% *1111, ""F " " , MiZi � -- - - 1� Rfol - N=PQIE,REL L-'ll - [ECTIC-Ill Al - - �- ll 5LWK RFQl -- STAGGIERIE13 IT/ STM ! � Ciprc sc�ll i isEr scKi ou i--s - . �� ;T-,- - � � C7 � i� � �.'Fls I, I"Kil 11i � � ; - sit-Ql =LAD= - I mWilit9nNA WAIELj9JX1M. W%u-A%M&j : I I 5MMI-2 I oh-i: . �� I I EoCAJEL jilgl,., I � `1�1`11�� )"19-1 ... SCAl 318- 1: " I II ",ll ,�,jm 14 ...... � "I 11111111� . ,i � - : � ) � , E,,- : , , '. �11�'�111;1 .1— .;r- --l- -- - +1 Hur licone Zone -, I ill .. �,,. ---- FIE.DR1DA.l9UN1LOOl LODE (Non Hill MEFEWEE0 I J .11 ---- -- 7- 1 � - I , � '� I= or , i - �; ! �0. 44167 � � 2-1 GAGE GALVl MEL STORM PANEL M I * : F� I - 1, ---- ---..--.-- .1.1 11: I I - - NOTL-10 COMBINEl -or ZEE;-,TjM1 = . * -- :*� - I I - EDGE DISTANCE S �c" I, - E -_Ij� - STAl '��-- ---;ii:--- / '� GLOBAL PROTECTION PRODUM, LLC. "' , i I i=scE ScHli ON - - . . I IL ECOliel I Op & BGTTG&=, mQuIV Ni CEE,W SE ---- Ill Zill A EENEENINKeffi"t Will Will 1. . Vile", �V��-,?Ic,:: - . - s.Uls 9 & TO) cOu-89NEED N ANY my TIO S'ar7 AN, �1�10pnl)vi , I - JW- . -�lli`�eFNoll` .1. o"Ife, Ill gw,� -175 i V/ - 1 20 ,,,-----e3 I-m - )NAil Ill t - 6 �, � -, , - , (I, cliksAINes-,5711, . iNSTEIrl-Alitow ,0 -1i Il `- M -1, fig, 'i . / �.,l f = - , ? �-.ow�4 -.;- IN iiii;iiiiii --, DiAll N, ,nsckk - NEN ,PIAVUWvT1W-AEl Ill � 111l j,. - I ! - I i , 1 1 -- - I rLoill 1.1i y -lu � I E 1. I I a , F-----, - -- ----" , "--"---,"-, - - - .--------.-- =--.--.-----'--'.. .. --, ..'' . --, --.-., . ... ... . ---- � ill III , [u a - INSTALLATIQiN QETAILS -FOR_R0-VjAR-2-ANU ,I)JN ) � . _-� - -10 WOOL plans RE A --- .-- - - for comptianc � - .0 I r kTEF*l Lis by:]e , I' 4,.&* (Il Eml WOOD - �� .... I j- - - - - - -- - , i Ii PtOORED STRUEC-EffloM- ; I . . 1 I A060k.ACY OF 1EXINTUIM Vill I - , j - , � KAW TO BE CEXIFIED BY -- .V -- Ei� - � ! 7 -- I REOl ENGINEER no - 4 - 11 - - � ARfCNfFECT PRIOR TO SIVi I - � I I I � . 'l . WAl 5 WOOD VICOORS AITFAl WOl AN'-"C`nL -X- ----.,-lT--- I � I - Al - I cs,l ScHl CJN (NEI 5C.-Ol III, - /ew Ne, - l I - rj -EG-1 IN ilLA,cc, T- -A. IRR . r - - - NNEr I 1) El E I ��!::::::::�,��::::: ��% -� ..... - - IT; - �:- . "I'r-;l - As w - �� I . - � -- - -- 1 . .-I- ;�,�--� �ll - �-ll ,,, ----,O�o-- a a 1, 7 .17 . fr,� ,: . I ,� , . . =j ' , "' '""' -- - - � I - - - - � -- , ,11 - Wil HEAW ,, � � JF��f., I - - - - ,;� Ilk i :: , a � , -1 �::,MT--, I - -1 11 "I", I PECIARED : I �x,==,Iuc �, I' .1 I � 11 I I'll-,lo, 11 , EffiIi 1-�'- El � I i : I : P- : ]�� ;lr� i im 111hillial :. I, I ! " Eibli- 'I, � " i , , II � � . '11 11, , ,I p: :I I ; I l I ,,� � I ?, i�, :� � � gru I ,I �: i ell AIERRE40P, l. I I * ! �, id [N I : ISFE 506LroAk Oft 404, :, , l I � I . I ITETT I �l I I n , � �; i � l " � I" I I' � , I � ) . -�) I , j - 1� I , In 'Zo. � � i I i �� , . I I J, -51l : - : , -1 �Slll .a 1 I . f I sr"COULE. f 11 T/.,l �� In � � IL - -- I � � . I ON IiIi I, I I WE, =10 I �, ; :�N� 3) -) f t Vil sclEARATICA! `0 - --- � ; , It-, -,- - 1 ,,� - -I - . CIE To. � I , Sc3c,pi i - I ; t Ili �g - - - � I -P,<', -- I 1 =�- ) E -El PIPE r-CIP ., D. I - - � I ,,, Il I - � a - i , i sc�� -- li , - -1 �. 11A ANi I -1 - I PAM-1 I rNTI-N T I - � ` - V I I � . i ,sNEN, i -n ON so'E, 3) 1 EIF, tSUE SCET�EEF�Ljli --x;s1,l ! I I 4 - � rill ,,, _- - -- -- - I on s---7 1. 1 . I -, - - - I � . I I f I � I -1 r`- t III ; I I -- - - A I I I � I I � ? I Ill � I ) E , ; ; I -, -:I, � I j � I I � - 50% I fi- " I , OF I 'L' , I : 1 - - i OF I- ,, � � � ��-, 1i I . - , I � I I I i : - I-- - - 1 4 0 5C -/2. I) c ... - ---� �; ,- :17 , - -, --4 - I I � 11 � Ii I . I , i 11 �, ! I 'I i I - NII i j '/ , I � -- -,Wxl=.��Ii;' " " � �, 2' - q 11 ol,glir, � ft t 2 1 P l - P V"ll 7 - i i rr..g HAE ol 0- I � I C� !� :�, I lll��ll 10 5 I/4" 0 C � � , , -- If, - ---j � !�. � � � , I I i il�!��l ,I- -�--Z;1,1l, ,;_;;;:;I 1-1-11111111111. 1 1 - ��`F:111'' E1111,1110C, I a �"F , �Iilltogfl l 0 . . I lc� � F*61: poll 2'T4' fill l I � 0i fo dioill,11II11jors I kfi�olafpsr � , tkil Nol'CiRool ON wil ArIoNlIfir. I I � t t5tE SCHEDULE ON ENERr 11) I . I I sl , I f - . � - I � . � � I i I ; - � - I - - - - I I V WEE, � � � L - I -- i I I . CEMNG AND RM JMOUI BUILD -OUT MQUNIINra I EIR ALIEENATIVE 4 I - �=- E i ""InIN-14"i SCALE Va-," ; ri, I / i ` � 4�, `%'�Mvl '%, I ,t �,,P�.�:...o>,, . ----. - " 7;l l--l-.....- , . -- , E, � �� 4 I I bom, 4t : - iR i qPjL=EQR _W,MERNal �z , .. 1 , IQ I i 44167 - FICKRIDA OUILOM CODE Non , , Icand! I � _,;-'_j-Ll4 .'Il 1 i LAPON *�i!L ID-!� I riAl-li FOEF MAW A I! t, -- er I (-..�,Ze- �Vllty ml,ir -' . � -.-Iff- .-=--�11-1-11- liplif Fil -11111 -.22- - ,.Zone) I 0,1' V E-91'70l 1,10iji,pli'll Cm OF DESIGN Pi I � * f, fil, -i2l, Al � " ii� ��'%��, 0-nf) AND p"Ald.l. A-'Nr,-�TfS STAIF OF E�Cv ,-' ZA G40E GALYMIZEID STEft STORM PAHEL .. I ", � � ME; ANY INA, rO RUIT 0tY AS PIP � ,R -.------- ----!t.n_ r 'rp�mu�s :EEN sHal 3 � �iii;O�i;=_- 11,11, 1 'Il NED i ` 'l � , �:�� I ll"rl`�'- ,ATTl 2, FOR Ell WMD -SELAUE CONSTIREXI�l VIl q'i�,j�,,�,i�,��ilo��,��!�!!� i 'I 1111, GLOBAL PROTECTION PRODUCTS, LLCI 0711"I'lio:10 L %11 l ` r , ", To - Zi I, I ,Fl� E, c 0 .��....5.��,11''.--,",��,,�'ll""I'll��,��''."""��,,�'ll",,�.-I��..",�,�l Er,-Mll " FE� WIrriFRE4 Poirrifif: No Z, Will SPEIINFIC �w ,EF fif, , "ill," � � -1 �",,, " "!�,!L 'l -- p- . I bFirall1r,rr i �l aF E! �r IL �ll',7118R;�& d"ki 60gi I C � UA , � 11Q Ell '1114-fell NEI V* T, - A, TIEVE0 WIMIAL I, .5. WAR M 1111�� 1 --1---..---.---- - "'R-W= �, ,,EEEei -- I '"00111 VWHE)col ErEre xl-�vlll Vi ---.-..---, I . -1- - �- r ,-.r — - , -- , �� WTWl —,- TWENI .,, -"Ll"ll Ill � -.— I � - MpAl"fro-AAE/iNif. E Ii � �R iln� I 1--�-- -- in �, , - - 1- --- � AT ,& . I I --1-- ...... �----.— . I I I -+.-O (D (D c- U) - M � (D -"- -0 > 0 c-- -- 0 :3 (D &- a) L- CL = _0 0 (1) CL 0 I- = cu -0 a- . .- CM -111i b a) -1l U) a) -I-- = =3 M -cz ,- cn Q) -0 0 -0 _a = 0 " -2 .= i 0 C:)- = 0 - 3: = = .0 u- - co 0 0 cu ,+- 0 I > . 2 Ln a) L- ,-, 0- . c- cn cz 140- CIO a - cl F — -0 . (-- cf) < L 4 z z M M M E M E Lu M,i : I I . , I I 1 4 201 '. !, I � , V '. I� t. jnc� � Review Ass' ""11 I Completed lid A 0 t I i I with the 2021 FBC 7th E C 0 ; ra Anne Klah PX2300 (I ;� " �I (D I . -+--a 11 0 11 '� I l � W 0 = M 0 " " -+l 0 0 c- cn M > 0 " 0- 0- < 0 = 73 0 " M 0 cn M co ..j Lu mi < z ;z < -j I II SHEET NO. � SH �,l .3, 11 LL I. - — -T- I ,,- . �---,E- I il, - 11 � - - - � 11- �-., I I - � I -- I -- - I 11 - E . P,J'I'rvt� � _- ll n:nnT� C;�� w Cuop - R%olkit1it � t I t _,_ I =F ,-� . t� � CNCI , , I , -I'liulf, _;i�.,,�' .i��i . i "' , : , t 7 � It 1 !� i � � I ` - '11 , Ill " Li I t l�:, � - :1 -- , � E _25. I _. - , I �Tl:c I II -..- - 9`V __ , 2� 1 1 . 't '', , i - M-� au��- !I � _ 1�,, _Q.6SE A --tLLAN) 5�L,j -4-1 :: I ;,i8t.l. I I QL_�,:__19� _M1AkI1W2...P ... I .. . . V:ts.m,-r,8,�'l�L,6,.��lL�,,.;�j_;�,�,,;m, 'A : � I� I! 'J, It i I - L ' f 5 � , i , ,;, (�) ],j) j '1174ATU �QNI _ �I, :: " 0 c, :l TCW",'M-, F.O��:iFl,'Fr 1,4 -I � L_ , .,o- twj,� Pv, If �L o� -1 1 4� & 40 W"'; Wt � .1 � z 1, ��i, I t I : el, I I . ji 611,� J ,q I ��;JIWIIIIITI �Itllyti_- 1- i 11', IF . I I'l �' � itt: l , - ,F, I �,r�loct � I tr" .�, Ill L ' I lttitn'r, - ti, �l I ";= _ 4�, it : �� 'r , . Itiol ::, l � c,C& " - I kir Q, titil 11' Ill h F, t - - �1 I ll (* I IF- I I .... . . 111.'I.�": I. � � __ __ _ . ! � I i, � ""I jj� t P, �, It 5, tllilt �� 7 Mi IL 1 C'.5 �I � � , , 1, F� - ,.', I "., ,�,� .... . .. .I - �_ - '� 1� � , 5�::!�24,! � , i- Ii, , I , I I , ., , __ I�, , 11 It, , t - L 11 I ,I- - - I.,. .,."It ... I L .. . ...... I I - - , -1 ' L I I- , �_ ,1� I � Fl"111,:,", 4�52,' ,3Il1;-',',4' 4�A�,�,Vld$�lldl, I �,I,I AbMW �� 'r t F - n I 5 L, !P-45FL-BUFLAW ',��F,/,,' t I 111- � t- � a' ;,% , - I ,&K�I,,�lt " ,nQA1Lj' � , � ', ,r,_ 11 !� I !�N[ �� , , , I ,: Fr., tF I I'll! 41W "tt"'t. ]�!`, I� l2d-, � , I, tIlin r 1: ,�,i Z,lll 616,11 'll , �, I , �� I� - IIII ... . t 1 1 t,�e �'L ' ""I" 'It- CAP "' �LF, ' _ - P __Q - (PIAN) - t �s%�- �4�1 r P_ , y , , �,',J, 3,ct , f�p I P50-M ALWi tnIt' aNlVii � ACC T � - fg�q � - - I - �Oocii, 0 W ,j i� 1-:, I , �� , . 11 .. , I I I I it "i-N 1 ��_A � -1 IISz / � , ) 1 1, -,-,-,e --I !I � t J'I ,"___ " I I I - _" __ " �,X- M FI 'ItX0 1R,W .ia.Frl 14TUMANIIII I� 11 E, � IF nnnn,_� ;� I -Ou� E , I I b-", - � � ---�I,� A4 , wICIRVIII 1 ArLtIlItt TWIM Ill rLUPLE In M111 11 wo�: � _� - �v ... pg.0 I � i A , ,, - -I O I - !��=N %Llx�)Tl 11 I 'INI't, " ! �1 E ,� ,C4) 03 lo,6�,, � - - , & do C�'Ili'm":�U wba-t ,� �Ittltri)6. 1,111 IIMIIKIJIAI� f1i 11 Ill ItIll"11 It 110I t ,II, I SINE$ III DIIIII0441t: 14"IlHuRf 01I 9111IR"I'll, 9 I MQ,. ft-Otilt-I'D I MfVqXj,9I.r IF a 0, �� - BF - : !!; -1 � " (4) . "I _4COL", " COrl Ill 1 OPURE, cl__,W�l 441IOTTILIT - - - a KP:�K OR C-_x, wOm -ana �____ 1 I . I . � I - _.-I"I. 1-��,,�ll,��-1-��1-11",�.",%fQ I "I".I .�, III ... - � ... I .... III- ,:""""", I am�11�1.'I, - %1 lNiPiRfu - � I I - __ - � . I . - - - - - " F -.,--,;'�.4,�,�,�,,,..�,�,,,�-,�,� ..... ._6,,��Io,.' I 1, , $ . it L, I' ,I,,,;"," j ,,I . . ____ I ,___r7_____ - 7" '%' . .- ______j __ __ aL�� = - 1� � = � �� I E -r .- op�79- 14 I , I ,�� I ", i ,", I I'llt'l- I COMES � I ,!� , - I I 'I, I *t:pttI?llt - l I I Ft I� 41 / L ;I_� '1110 FLAIIIIIAtt RF�ILLLI lI, 5- Ill � q - `_ � . ",'I AA111 l tIO 0111TI ll � � C -,t5 Ff - CT- - - - ___� - 1 TI , , L7_ L 11 1�� 1, I 1 I � #N - A I � It, , , 11, _ � - _�' 'L �. 1� - -_ _ � , x _ - _� -11 ----7=- -1 1, j .-I....C. - ul CASE�� I I ��, 1. � � 1 I qL� � - 'IMINEWC PCINC N � V4 1 'l ; ;xg � �, Tif,4 7,1% ,,,�:` 7�,C�� I /.,_, L � I . � - - � - - � �Vlf,;II . " - � -,,O�'. � "C 61, , �. - '. III, in -1 _"� " E , 04,ye,�, ;9 :� I�' Pn�l .-CIP ,11ITN7 Nl Nsl ;,I,] 'll WIN Ov " A, , � .I � I, i � ln�,IMIFI�r ,-�INEJ -NSTALjAji4q4 FI: %,,,I *�/ J ,� ; � tk� 4 4 � 6, 7 ", Ii SEI Uty- L I'MRAIONS Will tti 3/ . ' 2 4- � 2 - � * I Ili = - I - F1,I)MA BUII , Ot Net Kith EFII HuftIt DO" :�", P, C '&g I Atj ). � �(�� PL�� - � � - E I � I T -r - E, , E IFZ � 'it- $ - I �: �E�� - � t � r- tt'clw _ ;_.�. _.E.L_ - , . % Y . ��t I',, ! 24 SIM S-1--y"WER STM ?AW1 r � - � �P�ALI [,, I " I, I - _ �,�LL -.r, 7 rzj� ,- I�E,' �5 t � i I C It I � - ... I-- I-____--_____- - ---,.,- -, M-0-14 A5v0,t_PEL%0�.jr P:K$5-UR�Il IL�tQ--(Ol�$�Lfj-AND-iCQRU�Lsp-m-),N-O.�9M'I Ulm _ 1 CJNI.�, . ' .5.4�HjED MA 'YQR_'L_�PAarLAIJN_ST)k�� kQ'5_'�-.'�'l'-qQq--_$j IC�To._;5 L _V.LJI _fD.8 , - KG__ - R�.,�5 _& I ", � ,1 -LATIONS Ln PER A_JeRINATIVL"�,' lVol THAIJ 4III ON, 5ltlEEIS 'I al: 7 I� I I VAI jilkIf FOR P`4`01 'I I % � t r. t, r. __ It I" 11 111 I-- "I-- - """ - __________ - - I � - _ L,� I -I ")l FL Iq' �_ L_ 1 � � I t 14 tn�� I � � r -S E 1.11 < In . CEE 7M_E J�f FlUR �W AiZ_'C' OEM'k LOOS &I M , PAI LVIIC"��_ j~ �Cn�,n, �,�', �,_, 1 1 � I � F, *r, �O, E III ONO LtTtlGTWII Wl'IF - a L, - - , � I Ptflt, Ck�fqP4�:,�j'];:Pl��l�'�l��!'Ill�ll�� Ill 110 tt-PPRI'VVIE 21"' CIN ,',,'L+ffI ' I � � V%R'. C I1,11W, !WL, M "O"E R,w� . I I I . I. - �W ()N SFfEET 6 . L_'..". .,-------' ,-r ___ _ ��; _ , '. 'r ... , � .... I .� - __J 1, - ---------- __ -----. ___1________..1 .- _,", I -I-_ , i 41 i L..-----.--- - .- - - - 11 A SIT) 1111VICal t= WNWILIM PANL � LFINWR � I'll,�.�,�ll.�.:""51�-��Ill'-,��I 1 4101 P15F :)Ff �Z',,S, - � � A L � , � I x I � � -r. tn' -H) �� nf� ,.- �2- - � � It _-1.111_____P___ 1._1 � 5C, Fh,�,F ri E1 f�fr � 5 Tr F�- TO' I'll.�1.1--�,�'ll-��,�.-��l.--.. . ., _-, I 8I Atlt:!� PJINEIL, UFINII�TRS Il D�Ijjr yAt,lEI FOP, lNSTM.t,Pil��'1�4S IN I U E0111� T-IltittlIttLIE 0 Ch NOW, mptllp �LIIA�t "I, IIIAN I Ll' Atiit�lfl�ITI &L 10"', C. � �t,,,�tqiII I,;' I It ,�I ,,�, , - - "Pl"k ,, ,I, I -, 1/4'a Thtlt�DN ANCHOR R �� , M"r .=-.- c'L,nttc ta=I_ �t,t* o � , _Ilwi, iff C, 6,�m,lltbi sure'. �7t�,,IIEt! ,/4=v Rwp,qll� tC,'VP , - Anc�j_ & I ,I, � �2, -I sut�RG IS S.JlA WAILD, K. � NET - 092-aE.11111 1AE1. ElY.-PARELT, jNT0_EQUREQ 1' R CT ' � _�CQ - I � _N_�891",R. .C�QN.Qr8.E!E...flLQQK_.5.1 _K _VM, f'.. '/eg ItI 1 [P:11:5714� WW"'It tzr E ,_� AII 44 ll", 1101 f, 1J1jIql1tl,tEPL I CONTIRET, 51111101, � I r,:It:qICRVr, DUEN REQUKED� � 1, OF, Qu"M :, � : t � I ::,-t I 1. t .- . . ti�, - � 1 1 � ) - I : 11 , � I �n t I ... I - . I12, � �,I. . 1 '77' L.-Z'.LLL 1 11 l"I" i � I �, �� 1111 I , I � !� :1 � ! " I II I I 19),-V0I,, 6 1: 11 ��:'��I*&M2 Olt I �� 01,01I tilk 0I 1 I,' , Myht ,FtIt tt�4111 : � ! :� !I 11:1 I I it �IL, ,,1J,t �� I I I:,,,� I I 11 it I I.10, I FF, I � i OF tl,115.� ,zt ,� 1! i I� ,� I I t I ,I I I ,� I � I : . � , I t � � i t 1.�, I �v �t ILV tv: F - � 1 __ � I P I _i�� & REGLI RAHM , - a __;,� 7��t MIl � � , = I I �� r _-- F - glt, t `1��, I E D'. I I',: I � , .�: f t , �J� __ - E V - - - - . __ �r 9 f I � � W �_ a'-�_L - . 9 'j 1, mll � i � x - GLASC. 1 - g__ 1 t - ;I -Inn" - - � I _�� - I ! �OP= . 1 - ; . i N tx , I� � i i ,� , I" 11,��.`�,"�.�!l I i lk r k � I . . � - - 7 - �� t 4. � i 6� P�N� UNIt"111, � I k 3a LU�A`tO, : W : f ON �Ptw , 1 �it F 'I- ! � � r I I � �_ r I 9 IN � 7 - - ,,Ill - - -I, -� A1,,_'I,I,, R I, : I ,�- �� . ,� i W ,� I I 1"' �t ,I. , I I I 17 j " , � I r I I I � It t, I . : I �, 9 L.tjtr�jtl J,ttjtFt�lj ' : : :: K I LWdt1Lif jill I I I E I , I - � - 1 �5� (11 j - r I 5, � � F_�V,,ID I I � � COCI t, , VIIIIgto, l I�1;11` 1 � . �_ � iW I 1 i I I I � ..- E, - � � 11 r _r , ;� �, r - , - it'4'* PMUWlt, 4Tr ," � %Q;B2h__.JF=1k, E 111t-OA faFtION0�1 Q.. WEE, 3MUT.1 I I" III LiNK U__L� RM 'Athor, 3,IE- I - I'LORIDA BUILDIIIIIO CODE .... I YAKNN__A_&.Q,._P_120 �RRUNQJK., RAIA�l AND �CQ,r` MIK-119 110AAA-ARKHOR. �0A_QN_C,515Z;Ii_ " MR- PEaQLAR ST(JjjI All: MT,; -V.;__JNTQ__11l U_.,fr,_rI&&BEi"_1_0G$,l - MLEMEL �� . Utl , _UfR,"jj�flQ�-, - - ?�t`_i�� tn� _,�7 �,,t�jt�,: I�IN-t,"''Il ';IJINS A'�: Pljj�! 11I,� I It ll-llklj It,, C,q =-I-ECt-n A - �A ��r, -7, I r - I Bka__1L -, I. , ,L'-'-- _ , _ _9 .---- A.P01, C�EVGN IGAO i OAXWUld PANEL �.,.I ''.�, ,,,� .... I. ... . . � ...... . . ..... . ` LENI I �t ;,!�F �IF! I !1::, 7____ 1 - ..I III 11 I-- - �, - I'. ��E�I 4��]_ 7Z---- � 'K, 1110 P11511, � F ItU T."ll' , I , --" t. ....., - ....... ... -I..... F ,IL f�:' I I � I : � ,� �, I t �u 2 t ,��plg r I I ! I e, MIFF, � , ��, :_"', ''.." r . : I'llIttii ENGIIIII:I I ON � "'t-D � ICSTIF,_LPICN�-P O j, i � 11�� :tt' ;,t�L_i�t�,i �-,: W� I SPLCIt'P M Q l,'Z' OC� � ,_ I , �LI'I (�R:,L !,A IIIIJIIANIFIG COUE Man t . I -- - -"-"""-"��'-��'--�--_-,-�-�.--,-. . � -7 � t. ,rrt - It 1:1 t'II3 ur-M, 1, 1"t,K! nnFN1 SPAnPR �_ n� tMD ,F�L I'At�ll �� g , �'f ,�, I r � ", I - � - - - i , At I It , I - It;, Sp,,ro� el��j lr� ZOE,�, ir" �, p`l `1Ltj1l:t:tt , ,"PiD, LENGM,S WH � L It F4,k, ` I 1: I . ... .... �` I � -- � L _rr_______- " . � I - .I � � n , 14"Irmq U -� M-AXI M. 6W-A 5-D __AAd ANa-=OR,Rt$?,QNDJNri,�-MA,XIMUfA NCH0RL--S_FMjK9 ._DE41GN_P�gSSUK_ 'RAI NG (p. '� ,, �c FNSTAL1.0 * I - , -M 1ANOETZ.-ILWILMUCTUR 5_0 U)uLL FOP, REWA" - - _12 5141"D - JI- --cpKIR LIL-C - - "r� ,L,j n �� 1, ��L - IF A IVA NS C " , . LID ONLY FOR PAI W1-7ALIADOM AC C`R SMM 1 ��: I 1 � �4 �,� � ,'� C, E) _ I - f INXL-Li -1 "I ""PEC r1_;,�L_D,;1;_n_NL_QA0 , �� '"""" LVI �-.--..1.1.55�.l�l�ll�.I.��--..111-4111��111111� ... 111111.111'�I - � ___ - - In, 0`0 I�Qr LESSL 6'_8' �1_ .11�11� .... ,��I.111.11.111 1--l-1.1- ... . I P._,5, _, dtj pSIr 1��, % qtrr �� V-.2'' , , ,,, I _P_` 1 "'I"I"'I""'I7 . .... . - :""" 7II - 7 !4 pC-- 7�- On ,t-,,- 1` ` " "I".-- ..... . i � L-5., 11. ..... . i ... � - I I �. - ..;.-M 5 "I �� A 1,1itnE 1A,' IF,L � � *,, Llr.-_r "P; Ctnr , � � - , � L� - I "h T � � M - �N A 1"i" - 5 - A , ,� �Oub �TI AINCI41!tR5, 6� */ ,', Enkr�ER Al �.! 112- O.r, � _. __ ; � � __ - __ -- - , r - - -- _ . - I'L L , r , . . I � � . , . . I .. ..-, - _ ------r____-_ , ____ . .- . _,__... . . i r F L _ r - I, - �_, -;I r '.. t j 7�1t'Fil"S ON 5`4� l't I 1, ` t r ' $ `1 1 W - - - � r E . INSTALLAT - K-E Ld ,' �l' IOA in� � 4C, �II. 2in/j?,� P_!,Atllt4� � . UTAM�JQJR_UFE._�SAFEL AM F$B/u, E2�1,,/12� R-I -14, X- -� : liplF - -_ I - . t., _E�_ - 'NTO -Pogg-Q --f;-Q"C _E_Tj�.M, -Q-'ro�RF--IE--r-RLQi;-K--aTRV-'aU-RU- CIAI,(��), , , . hllq�r rv_�RAwe "5 .-A.- 1 -1, �- IALWY `�5� I rl ... �P,W/15, F-29WP5, a 5 M/ I � - - i A- � _1 .� � -, � . � __ __ -, ___ - 11 I J LIL, I.,,,--- - - - ___ - - __ � �� c I I � - a- ' � , L - - __ -i , t A",, Tnl� 10`�Cnft_ �t�,�EC T�w� UPCM COCTM ��j_FIt� 1 �,�t,4 1, P,"ll! _ I -fA � �nt� � �� , �Cnnl � 1 � � � , - 3 --s4) : i I ! -I, . . I I 3'rtIttR a 4i� "X_ ,P.jNl r � �- r 'PIC CONI t�il AINT:1404 e .q, Ill C 6b,tcC, It O � 1 - I , IWIP -_ I'll PC ANI C7, V CX "W, , �_ CPIN� " %:, , : ` �__ I 'TWAVIF 6�0111 r- __ .f% � z 0 i , - t , Ef� RI,Q�K `11 : � ,,4 r No ��: l TE Bll(jiclt, 1-1 - . I (MINCRI It .l , - , V , $0:10, A. IWACr", :1 ,_ - .11I ,, Ral: 11 , , 0 D I C, 0 : :: I REawrix � t I , __.. I . ... � � : �, I " t , , i - II. 1. .------. ...-....- _______ --- - - L L - I � � L � - , I.- -_--____ � , , ` r -1 - - �_ - � I I 1, , 1 - - ,� . I 1: :: , � II2 � � !2� � I �� lIrL - L � - - - � ---------- � - _=,�41 r , ", �- -� -, it, , � - _. r ... I --- IT I It I - L L -.-7----,7! r : I 11 - I I I i 11 � 1 1 � . .. I I Ill - A � i, jA i - I i ; t � � I i . I . �'�j � rl, . - I - - . t "ItIL, :g, -_ - - I I I , : � : i � - , I � I . - � I ! I � I � I �� 7 r-, C ,,,r - -- I , I�l ' ! , _' - - �� P 61- t "C- -n�= I 1/r ,�r� I � I i i 1 . I I � � I : I t I t i " i I I . -_ I � � � I � . I 11 . I I I � I i i t, ; �_t_ � I 'I'l, 1. � �t:T,N lut .III'P I r . ", �� I ! 2 1 l 5 :� �MnnCCCCI 16A, I I �j I 1! : I I I � rl �- f - � tno .11 � , N E !I it " - _ - � -,-- I ____ k - - i :�:':: , �l �� - L� ----- � � I � L i f t 11 t 1 � ,5 ' - -_ �-�L" fff - - - � i : � 9 I � : � l I I � I I � � r - � :4h t' � I , - ,um I � r I I � : 4 � I 1: A i I I � P, � 11 I - - - tI I ! : L I ; � E E R 1 4 1 . � . + , I � I I � I " I It, I . i F ,', * I, r � t I " �l� l . I - � I i I C., �_ I I . 5 i � � I I I ! I I i L -k - i 3 E rC t )� : " I � I I � I I � 11 � ... : I . - :, ', � - --- � I I ... .... - -1 � - � - - - � ___ _-I � - , _-, " , , , - .It - . - I I I � I �_ - r - -_ - � -, -, - t � If �� 71 I I -�: � If � � � I t, r i I ; i I � I T t 'I, � I L � : , ,,,I 'I, - 2oni � -, � �- 1� �S__ � I . I _,_ I'll, i � , I � I I:: - I , � f 4 . - � � - q � � _L V �� pF% , I I I F� -- ' � I 11 1. It . � � f, - k, - L �i - - � / , �'t!_F` TOP -_1,NF_1, ALPXill I I : T , , - , - i I - h - � I I , �F ; If - �Il tt, � , , � �: F, -i -, - -�! , I � 4 � � � � W . - 1, � F I � i � l�', L I l" I "I I �, : �� 1� " �� _-�,� . I . � ,r n , 11 ! � !I �i �LLCC I :1 � �_ 1: i) � -- - I I _ , � � � i t t I , _6 ) I i - i I -- F ��,_._,_ I I I I � . I � f T �: -, I ,� , - : , - .` - I i� : � . � . 11 I � I- Illul q 1, 1�'F,�,I4.�I� ��,' L-Fil I r4,v,:�'!,::� IrF_-�� I i I t r � IN- I - , � - - I � � � W-R, "I .�Lv, -,W�tl P"'ll, I � ` I P � , Il E __ I � : Ill 11 T � F--5PP-,NPCCrI --f I 11 I r 'LI -rrtu I . j r n� I 1 - I - -1 I � f*/ MAIAP FOO PANEL I-Ilin- axl` : 1: � 0 : . I LIZ�_ EPICOCt �� - � I- �� f "." �,W, - t It r V : - IF ,'�r F", I a , - � Z" i - - � - - � I :, I - I R I,t lt"All. li M OLASi i 1,01�0-1n," E , ��L II - t It - [ �,I,,'t� -_ - - - - __ . .- - - I ,,tt I'll'I': , �, (T-f lO ZAVTI,�, . 11. I 1'/�� I �14 � I4 E - - i I "rt, t'Itt", .'q� 4�tAsl�t '" I,: t - : I , ''�Kr.w .4 �IT It, 1:1110:1 I - ,. l� f � - I � - 1, ,- P , I 0 i ,m, � ,�I . I I �i �'Iin� �Cg�. �Ar��. -P` a +54,0�,= ��-� 7 t 'I'L.", 7" I OASIS , it 4 I 1 �t !It 11 ,r� Z-11 - � - - � Z_T �n - ["r-, �N t, � 'l "I" � - - 1 q -_ - - 1: I I I 11 ` I r � I I v �! � ,� ��Itlri!; , ! 7 i � NCAN, MOD IF IF, LenC.-If, C� I,��tlj,�j � L ; ; 'It'': "N' l If � 5 1� I "WIN ` "L�et � � - 4 q, ttxil�i IlIzill Y�qr, ! R I ,�� I ��: . f 0 I , I - = � : i � i - 1 4 r 4 ,I - . I � �:, I I � � � I � I �L I W,�, I I � - � - :_ L : A- �� . 'r � � " till I 9 L ! I I, jlgl� A A _L__ . � I I ", - k , X=40 WI rrto� ,'PUt, � it I, 0111L r� i , V I .,., 1i I, � V .Lw � " . -�, i � � __ _� I - - - . �, � Lt, _� Ir -r I I t " t �r � - --- .1� - . : � , � !� f4sjF W � 41 .- � - � Al A4d Mtj�,IFTN 's I I ", I � .I� �i ,.� - 0 �4� "Tint, I � 7 1:10 r, Lrt O � F 11 I � � _- I i 4 it i 110, I� 12, � F"Idt � � I I I � " 1, O/wI "FLiI I I 11 * E I,' RAI k � � - I Al �� - � , 1 4 . lut t�LFI-I.�Tlc,§ � ��', jl (SA.1 afNAIIGN i � , - - ,- � i - __ ft(4;�"n I - � � ,I I I,I, Q�niI I . 1: 9 6 - :1 'ty � I ft tsI cut"Ily"t - I � tt� - t �t It - �� . N� I ! tt,� E�TT , t!T T[ I , jl� I . i P I �_ � A li, I F .. - � - - ; � t I, P, wi . . � L,,4 ; T � � It � cm SILoVI - .. i - I ON &I-i-11VT iV i I I � � � k [I l I �Lt _SFPA"C!N - 5 - � ]�� L � .; l; ; � �- �-`;MMC; -C - I n- � - ,,,, K I f z 11 . � � - 11 in CnCI � k � � - H r � Z_ - IMAK9 W I � � r - T . 1 t� --- . t t, , ..� . � __ - I 1� I i I 1_1 � � . I & � � : , � . - � T I t �11 1: - , , . � I � i I � 4 � � I r I - : I r - I , E I I I . r � � T L f, r j�, t I " I 9 � 'It � T � ,,� I I _� ....... r. � _� � - � _11�111, ;I; 1 1 I � - r, t , 2 P� � , ,, -__ �L � � � L , - &` i � I � I � � is - I I 9 - � . , � � � I � .. - t 1� - I � ;iY � - I 't � r :,� t - - , - I �; � I � i , I i � ��' -, : , I F IN L r , L __ __ � � .r � I i I , � rr r �_ r , ,1: F. I '. __ - - I At � 11 - - � F - I ,'- � - - - . I , � , � '� - � � 3 t � � : I � � , 4 ;= i I I � I � I Ir' I �11 � � . j I - I q - , ,:� : I I I � � . : t I 1 71 F I I - - , - . *� � r � I � - � i - - - . - I - - - - - - - - - - � - - - - - I - - I , n� I " �, r - � . - - . __ - - - - - ___ I - � � I , , t r I� , � � - C I I - . . t �, � 1,1 0 �L i I � � I -, �, � 1 %Q z I L . - - , x L � " R I I E - - - r I �' F - � , I 5 1 1 !S � � 5, R I � '��': ; � .� 1 � � . ,I I- ( t Lv� E,u-c'l - � . � - I .� - :. � - � T :.i ': , - � �, 1 � W , i A I 1 I I - - �_ - I I � %" I I ,I � - -, HI I - - L � I � Or I 0 U n7w It I , ,�� I I It i - �_ I : Z': i , I,t �q I F:'I"'tu �Ktfm ,F I ('), - 2 : I � � � � -�� . , - nit , Ii 1!� - I Ii - .. . . _ [, A� � ,� �,O I I . � 1 I'_ _;.. ..I a .. 1, 1, �m , �, i -_ --- - - �, j, _ , �, - - - - - - - -- , � r - -1 Lj -- , _____ - - - - - --- - -_ - - --- � - . p,; I : : I , �:Q � � ��rl k, , M [ -,,,,I :,, � I I ,I ,, 1 � -11 , - , - � - I ;, I � � 1 ,Wt.c I-N: - n� I , V 11!� A � F � lotkT -rry 1 Wl��Oj, - :��::��",.-�'��-,_:::__�-,.'.".�'��::�::�-lz.--: �_____= :�::::==" I It ��_ J , - � . .77 . �, L r .- - - I I . , - I � I �10 � � _ I" �I': - 55 1 I, --- , 'r - - - - __ - -1 - I ..'r ... . , � � � ': ,xl � 'I , '.. � � , Vj ,� ,�,, 1 4��,::� F , 4' I I - -.-- - - _1 I __ - :: .. --'- I . - - L 3/ � - --- I I ,;= ,; I.., � �� E ��i �! i� C1 I r I i I I- - mx�- -,01 , WIS ?� : , . il OUT A,, � � 4 2 I " � 'r" �,� ,; I tr - __ t ft X1 B 1QR M- FRA�Ct _. � 7, , ___� 1� r: � .� .: : 0 ,2 Ijil- � 4 0 In I ". , Lff 1 ":I� ; - PI 4 1 ,t, -., h,lq:,tj": Ulltt��t tFuI FOR wt:,ZI t I t t ,f, " 5 11 � L � - - It t-, 'I' I - , � 'I ; - � p I :,�: �1 , , f,; I , tl.hl - !_ _. F , I ,. , F , .7 C,_ r I K - ( 4 1 4 't 2 � i: � ,I : :� I , I � . t b _j�.,,, I , l , � Ayr, ,, , � � I :,:,: , I r., , t:� � - �F 1 � I - I :,; � : 11,4,11, it'AlIC"tt I , � Lj q ',DC!j' E.E13/�3' K_-4t�,'". L I m � � I . '__W 91111"It"', R_ZV"`,`L R_N`Y`�`T`t� R-13wi$5, ?_29W/is, *_38wis :L � � . ...... � . 5, j r ,,4=* MkPani f4 C � ,n " f�, 1 /4I"O T,Wll��IlN !I, I __ I I Ancll P In ac AiK 4� , :0 I , t , C. WOOR I III O.0 ok'$Nl $t g .... C� V, I t: IO"n't (t�tt Ill": Nt; It A rl t I TIII,V,tYI� t7k ,_, t 1" � - _j - �XIPTM- -)�[HlF'Ij, �'Dmcw,Tf CR EXII Pl�lijl�t:L ��I�NC`IEI: O�' f,I4,11lkc Pt"FaIt C014CAM OR EX411,4", PitillptlicD CCNCIII:lll� N I/., ul c:,�i !I -flopic,vnir pl0l!x RECILPWINI!�It 1! etnil al RUNIORD11 WNCIRr"fl.." fl�Cl': Ill ECUM D 6WI 01tc,t,,�t 'IEwIRED : � .1 : � I E.Lj'� E11EYAMN (t) I TI-5 ___ . r"'j - - I - -1 � " f , :: - - it I& -,r 1� - r I I,,F � E , - � � . j �i N -1A I - i I � E � , � � .Itl JR V 5==l AcClIpm _R=21 I __ I , - 5 � L_!� - In J ti�,, Q... R ?AKEU_ &��FLWJODLE�N" , I i �_ - t ma,�, I 1, �4rIh�r I ",I � � # I.9 . i I! ____ I J�j` VLAR P_ L -LIr . - �__ � Iff nl� ] � r' I .. I O� It I � � ltj l , �[ SIOM"I n"WI.L t- 11 Ij - Fpto .: - � : I � W, �: &' "Il ... 41* ,��N .",_ : , I , � - 7 - " I ILI- I -I- ... �4611III��.11111111 , _� - - - - z�� - I I - - - � �;��,l .7- N� I ____ __ - � 1, I : - - � - - - - 4 - �., - 1-4,` ' : , 1 . =7 7!�t � � I, - I - 14" � . - : I � ..' rg ', I, - - - i j YAL AWWI W&LAM 119-1 I .W !UAL!� Jel-" / . � I I V _.,I L -- - �� - I �!F *,- I V 1, _- ,I� Wn. I-- � -� t t4l Ila_i, OO,W� l"', I It t: 'r , , - - r , , - - II _ . I � 1, I I�,� I t,,I:1",:,:,:,r, I, �1. I ... 1, r I _! � , ___ME � _� _ � r I A �j, �;, & � 1 �/N , FYV5'L, - - _� I � � .1 I L , - - , e � : I I - .__. .. _.. - , �� " .. _N , t� , . ,-,r - -3r� - __ ,� , qo� " � , I � �, � ,, ��. . � - � - � i � - � � -- -_ I j___i' '-A, - ei�� - - I : I y4i,,r - �-- -------- - - - _t . L L � L. . - - � ,0,.�_ - --- - - - - - �. I _ 1% .�- . � . � � - - - I ,-P --- i j .-- ,t�1,EhIvl`.vb`% � ;P-,-- t � m7ft'i-7 Itltt 6,fWK IS & IR FOR Al WK I 1.1k, *�f 1. r = N4"M � , 1� � ) - � I � j � 11, Ji� I,1 . I, = I "llf & l HAIII .PtFj_,O.kW 1WO I . � I A I h ��: , h � �� ,� � I ) I � lt� ltli:� . C � * t ,; ..... . --- � ----JM�T :V I'At'r, t� -C', I M , I 4F, I , , � L � iO E . Onin. Pill _,�� &Q - . j- 1% It � , Hut ,h 1, t � -0 �tr � F It "RI110t; 0111I � �t ,III T II.F CODE t t it piu--O��-v Zn1l'It L = "I MACANC, ------ - � -, %� 4,1 �, - � � rLom A BUIt"bI 01 I Ill, �!,,.It ...... ��:,I��!�� ,�__ _ - j , �� I .. N a,I t�e_!��_ �� , I - Ann" spill �PC CNCn_ � z � - 1�11��.!!�q.`Ily - I � I - - -.1-I., . ..... �,,�,��,,_,.,�11.11��'ll"�,,�'ll""I'l��,11�Ill"".,.,"""�.�,,�,.�� .- I I -_ - -� 11.1-1111.1- . ....... . .... . . . -"I- IIII-1-1-- ----.-- _ st ..... . . . . . III 1111-111111111111111111111 ... � ..... I "'..". ",',,'I'll, I n . I l VnM ,It � 1:1 I G:E YA tj��L'I�� V5K� , I � r� CNI AW A-1-11PITED ON, - - __ , ir , � I r -,, :1. % � - r � - I �tD' I � - � - __ - � - ___ S_ T"I 7, " I _W P,AI4 : , � __ EXTEN99 ? , t�'hl I �` � I - L H El - .. g:1 I � �eIC,, f� ED, UIVR - ;ZO-1- i -1--innt Q."O. fl� � i I STA' i _ , � - , I �-1--. - F I L Oc'OOR 11I t tj I I � , ___ i �_ , � - �� . ,I,�m -1-1-1.. " � , Ri� � - , - - - - _ - � � , , __ . , � - , ____ __ - _____ , I � I -",,I �! I i I � ;T" 1=nz., �,`Qll ON Amx no ta"tIll ,J!��I;ZITA ' AI10, : 1" ' �11 - � � ""'�"`�':" I � ItFsLOULE P, �r-x V,rkLo.= �4z!v;& � �', ,� 'l- 1, - �, I - __ L_ - - - � I I , -� ,,, - ! I - __ � � L� � - �� 0 1- P TEMON PROOKIS, LLr.,: "" "" ,E - , � �'Ti il- - I 1: I 9k0QAL PIRIOTE,1110N PRONCIS, LLIL � - . ' __ - � �- � - ; � - k �1� �'. , �c CT'N" e: � E � I- tl�a CCnCinCn � ii� Vol I- � _�, ., � CL - O..' � 1�11,��,Z.�-j- _ i - � ;r .tit ��__ IL EC -� N A ��l � I " , - � 5EC"PICH --- A � , I Ill -�111 Ll �:, llltr�; , , r " -1 - --- - It I �M�, 1� I I __ � - ___________ - ------ I , , , F,!j�K _ - , �13Q-IAM L : ; L,rPniTu SPACING WW" ;Am � III, _ �.,r �,I, _ , , I 01ft UA 1,1 1� �W . � ,r - � - i MIL ", Ftiz. - -r , � - - - , I I - 'n'-wol _VrI �'l Cn, "M T -, g - I _, _=M _� , I I -l1,Qt I ,,,� OR InICi 401 " LI T1W 5 - - - - - - I nup�CnN_n __ - � - , I. :�: 9 � " � I- nit � I 1=11-11ZO.Wr= I Xft-,'Z -- � �, � �� - � l �Yhlt _n I!T,: 1��, V "I - �,r, ,' � - - ." " ILIIINI: ltilt:ItU0111I 20-1 75 � I . - ,ow - ; .-I, l,:Fll11I__`_.0.t-- XI - i r nn� � ___L ' rl� I, :::,I:,:.: ViW I : � - . __ - __ __ ��j��t IL ' -11 I - � ,� n�� IN VINI- `Nl� frb ", DC. I - � I F - � . ,� ,�,' i X . I ,I � _n - --, - _____ i - 9 9 -_-�. - _ - r ----- N 1_�__ jDICIF. , I - __ , 7� O� iJ --- R __ _ rl�.. I -III r .! 1, I - � 1 I,4� _t, ON ?-.5 sl,-,NIrrq-,_r - _� - �� 4'Ii - t - - . i�a - 4! � NNO, ., " 1, _ �' �1�1��IF . � 'I " " I'll " - _2= i . i � t !4I � � il �:,_ � ' I I , ,'I ll,,.�,* , r . ' � K1. � .Ot, C� lAXAT119 I � '" , , i i � �E,,� M��t - Ill ) Inn r__' -2,--y- ,W--A�_K ttj I . , , _� _- _ , � . '. li tr ��,��, . _' - "' _ " . � - -_ � - In 11rA - . � I I &, 11 t!oll Ill _ � ...- . LL . ..11 . � -_ - - 1.______ I _ - � � - -1 - � ... __ L� � ". �� 11��]]_ 4.. 1 , I � 1. . I-- - _Z �__ --- .l � I � , , _ �- 11 __ � '__�___ , Lr " ,W I i I � 11, . - ,�W _ - - --- __ - - _____ _I i"In __-- 2::ij� L I J - - - , - __ - . . � __ - - i 'L I,7 �7 1 n' 4- - 11, --i-1-1-- .. -I-I..'I,,,� __ -"-,j. .J_ 1. I, _____ __ � �_ 1. � ------ �- - I-I-I-I-IIIII.I.I.I... I-I.-II-11, I IINIST 1ATk;!__WkAI1,LS FOR U-E�E�S F Ix : � AL I _1____ L -A 1, _FANU! A I LN-To ___W9_Q _D,�IIJPI K-W 19 F, �i l, � l, �: rti,dv trt I I _ __ I � ,n �� i�Ft I . I 11 Ill . .:11. t! I I I 0 t�'FI't j:�F I i I I I � � 1111I l"At"IER I I ; � i � �F�. � I ::t:qI,Il1FF ': , �! ,-��,�,-,, �, ,I Itl ' ': L I i - : I 1� �11 ,: - I � : , I i I I � � 11 �� I � I �I -- , � , 1� 1 1 I I, -P tlo� v. �;_ __ --li I :1 I -1 -:11 - __ - 1 1 ,Is -. -I,--,,- I I I I : � N a ,t�ttl�c,, I I i� , l , i 'Ilt � I'L 0 9, 0 ,, , . � 't., I !I t 1� El 1* 9' 0 C � it ,,�,l,rOI:tq j, tll It t�. I I tito,rnti Or li, ti� I: , I � I � I I , I � "t - upcit" � " I I 'I 'I ;: j 4 I �! I � � 1 � � I I I g I I I � r ; I __ � � I � 1, I I I : E � I I t I I : , � �! . I I � I t i " 2' 1 l 11, I � ! T I I � I I i 11 �?I I 4. i . � _4� I - I 0 I : . .r ; - - 1, ! $ � ' _'_4�11'1.'�Ifl qt- ,I,,r,, � I .'l-I t� � I 1T:;l:0j;::I:I:!: I . � ,,�l,:! 1�::! � ,I .6� � �,Iil 3_ �L , ! k" ll1Il1:1::::1K,1� - 1: 11 ", � � - t [�� ! � _- V , �_ . , ": I; ! L 1 ,* . I! I 11 , T ,t,: l", � I , . � I � __ _ ,,I t: I � � -.,, I t f: , Ill !I l'IlUt , . � ��"i tl �� 11 I� I �,,, ; ,�� - � I" I � �t ��t II � L 1 1 , I I � I . � I I ,-, IIII, II.I. � � ;I� I I � � T---,u � 11 t i r . 1. I I - I . i . M" Ii � I 1 t " � . � , I , 1� 11 ! I I I I � ,I i . 1 � I � � ,A�,l � I 1 � I I !,I I �� , : I - VI � I � :1 ,,I_1] __Lj , �I 74 1, .. ... I�,ItIt,l I �� :1 4I ... � I �C � ___"_� I I I [111=��=!� . . I - � � -1.1- �, A I - l�: 11 "'I'I" I � I - � ... � ' t t L , i I ! '"" , 1 � ... i, 1111111 I � tl : I�III � i, I� � L � , .- :��____ 11,�i Z . . .. _.. I - ., ... I 1.:4I .. . .. �,�,� ... ... ... �"J _L n -_1 � " , "' II;4I , � V, IV 1 �. III ��,I ll,��l i�� I 4 ) I , 1, I I 1"I ..... . nn LIJI �� I , ,",I � � , I I i 1� 1 11 � A'--, '2 . . ,r i � � r I I 1 Ill I P, l,II,.,;;;,Ii T � I ", � ,,I� I', I � ji� � : �, - ��,� "I I 11 11"d, t, jit,q, I j , , L , I 1� L � IE Lk MIll ''! I . I: � , 7 t , i , - - � t ) r - F �� I , I I, �. --- , 'p - I � st� ,I , , I 1' � 1, , F R , , �nt I I I - E F 5 O - ,P I �,�,,,,,til va; l"'I''Itt, ,,� ��,;I! ,q 1! �%,�!1�104�0 .� AZ �i I � � I ,I � - - u_ I �( If I I Il AGrllt�,jl � �ql - - � ,� z , � t'l til I � FI;r, �!l I 11 � - IL __ - - I I --I I: "Itt 'I'n .',i-I 'It .* I :[I 1, .":lll�,T�17�,,�I"' 1� F�`�- 4E ___ - I ,'I � I- l[� .", If - T I III ,� I � � ,Y7 1 r 1414 It ,! - -I,' wit", 111 - I ; � � I it � �l - - -, J� �, - I � ��Z� ir - - I Ill � - i ; - - I - , . � P"It � Tw fli l� F I �, d I 1, , ?,-,:; I I r? - - - � - ,Ahu tLzttQlII I � � It, rl,:It l� � Fl,�Oil V � ,t - , "(Sw, Qvvx I , , i I 111 !4 � I I i FF,06j. 11:11,1:111 I 2 ' I 'g - N ItILE, - , I f - - till "2:: i L, �I�t-i I, 111 � Ill , �J, � - r- L � ! I, ,r ' , �1�l lrl�:Itj111'It: "It q� , � ,I Z' �I�IM ,-jt, ' It � " i !I I � r I I III 5, � : I:= I i . 'r , , , " r It � �1' � 11 I 1- I I ; � t , 0 Iq Ill 4IX � I I t, I �, It I � f � III Ill � n4 lr.�i 11 411 11 r i 11 It Fq � 1,,� ! � 11 I �] . I ( - F I : j I I ,I�� 1: 11, !. a - I � - - I�LRNO.T<� I i I l�t I t ,� I' 11 �, V, �!� : � !ii ti, , I �_ !!I I 0II I j , It I � - ,I , 1� , I � t M cL.55 I ��' '1'� ii � - , � I ? I Ill... �It'I�IHF�lltlL '� i i r ll- , '2qtntq',� I � 1, -) 1� I III I, � j_ 1,1:11 I I VIS � I . I t t I It, I I 11 ,1: I Ill � f � , It- � ��t t"t A I '', - � I ,�11 , -, � �j ! i ! " i � ,,, Itl 11, I l t I $ t v 11 , It ItUr 1, � I � t � , , r iII , .".1 1, �l I , ! � [ � � I � F.-I I I! 1� " - I �' � ," .. I - �;, � - . - K L';� j ` ,L1, W � 3r' - .._, _,_ .! � 41 @ 4 .. . .... . :" k- ---- 7 I ��, tl� 'I ".,I �_ - I 1: 11 i I r , I .. IT � 1,, I , 1; I I -2 1 1 � 4 �, , I � -1-1-1-11.1'..- � . r . I- .� �, i I , : �:: : 1 L", . . . I I I Z��:::��11 ... I .. .. I 'I"ll ... �� ..... . . . I I I I I . . . . . . � - L _ It r, - R I 11 . , � - � I _,; vr 9 � I - I I I �__l I 11 - ;_ j�_ .. . .. .. .. �F " -, d I I I I , vF , I � I : � � , . I 19 III, I � V. r-, �i - - � -, !I - 'a 1 l . L 1 �7_ 1 � I �i*t .1 Ttl fi I i I : � � I - N I � � I . - t - I R . T I I ,ot r: n �, i� . f 1. 4 X_ I I - �� - - �2_ Al I I '! , I , 11 z I � � - I li - - 1�� 1, , t, 1 t - I �!, � I -, 11=1' - � � I- -F! --I h � - - - - - � I � , a t � �, nr-k] � : I- tb � , � �' , , �, � I 7 � I � t � � I __ - I I I T 1� I " I - __ - "I I i &-ztzr: i - - - �� ; - � I ,: �; � - I �r�-:,;�,-,'j�r � r .ti . Ig I - - i - , i 1 & � 1 . � r ,""�Vr - . I 9 F � �; ii - - � LL , r T - - - - -1 --i � I .1 IF 1/". I , __ - I � I ;I � �' , i__ - � I � i I 4 � :A� - I I � � L ' r - __1_1 !,.,'F�,",�.�!��' . . - - __ , 'I"; I I i 1 1 t - � ; WA � I � � 1: 4 i _� 11 i - - - � I , I , 1 � I � ' , �� ;L 7,t: �I, I � I I, "P x-_m ,'It 1111 1:01111001, ", � 11'� wo vv�� : I k I �, ` 1 � � , I = � I , -, � � ln� - q, a c ,�-,,�� tt I" :�I :1 I , .N�jt,F 1, I I � It 2 . I , !,:I A � 1; I i � 4 Ill rp�ln I a __ I : I - 't ", tj �! �, I', r r � "'.. . E . ` , - �Cnz 4i � - � r � " � , - I �,n I , - - � 1 4 � - _ _ R __ I : � I I II, . � I = - I i 11 lli,,IOQ & -W 0", � . i i �r . I it � I � i . i . - W I� 1- -1 I �. ,,,i�_ -ILL = � T - 9 - - __ � __ .- - - i I � � . � � . I . li� � I a_ � �� 11 j � �, . r E . - - = I -4 ,�,I ,� . - - i �jn�n j P � 't - 1 � I AlIQU I � 3 , I � , L� L I 11 I 1 ALI-JUNATWE R-IAW ALIEP-0:11 I-Pln_�1f3i'tlj AIJEERNAWY1. __Rl N.14RWIn i�-_2n I k ,Ptg" VIL �t, . I _.A � I !", 91MI gt_1 L-1 �qAEET� _RAYUt 9 . 14, C; L I � A L 2M as 1l.. KJEL__,� FOX F1, 1. L. I WhNL_"_N_11A97a ,,,,.OFlI1IN1A,LIt WA" MOAXIIIIN-0 I S",;LE �,II I , I'll": ti ON. TII ,"t, sn� � .-,- N-IIZR- I � A,IISTALLAJ�DN XRE ir�',V` 1AVE" JQR Ill �LC CI�Ell r. F�t.itsltpt RATIW;�z (.-. �f� _-�P� _L�,,�,it'� . , 'N L,rwt F, I PIE44 0 "ll CA tqtIFE1 1.21 . " ,nq tw will�,�l -tttt-,,q� j��Olt:SINIIICIIOFt Fli'�IKIFI - �___ - I FIEWCJLC� _�7 7�. CDUT��tw PtNF F, .',� $4� n tIAI( virNo- ,If 0, �,`.r ,�--. F-WAL I , - , __I_.I__._W_. ___ - , � - � . I I ___ � _., . ... - � _ __ __ - ___ __ . � _ _____ ____ �� __ - h `Etlacltv 14-i-ICrs I . i- I 1 7 � I , L_ � r. ,�_J� i V; I I , , %%-pl ll " 2 . I � � I j , I kl� Oil I I � 12, I - . .� ___j' I i � . : �=- iAPCCN i z - ,, - I . -, � � If"IN .� . 9 I � L L I t � I I 1� iY I I . I r, 7 � I I I,I�lal:-11:(::�:N � II- ,- � I : , � ��/-, ��- � � � � 1 �4` - t � r - I E 7 _� - - � I �, . , F . in-L : i r � � =!_-�-[ 1 ` : � - -1 I I— . I I _j � 7 ar � 4 , I � _j'_ r __ I � I 2 I - , 4 ... j �_1111111 � FLO . - I = = �� i : � It � , , � 1, I 1, t I I ,11 , , � n_.. �n � 1 &LAI I, . - I . IN a . I I 4 I , I, ion- - i - - it NOES i IN , , .*W- � I— - r - . - r 4' 1 tl�i 4 � _1 , :1 F� - - - -r. ]W_ -2 vky 1 � P.WL Lf,9411ITIt 1 T� - , - - � ___ , � - - 11 . i 'IS"M VXVATION , I � - slim i_� i � 0 i� , WM jil". _ "IL � ,I �4wvl - � 1 0 I tt CLA ASS I! E I I " ��,� � 4� 11' 1, � I , 'I � i � ' I 1111111111.1111_11�I I t Lr I -�,, ", I I ".7 I �' . I I "I'll",�'ll""I'll""I'll".11,1111,��'I'll�,,��11-71 I .1 1) ,�� I 1. I I" 1 : * a F'r at ..i I �t . i . - CiC*_1 tilm- 1 I I . i , - I &V ,� � . � C,C _; �r , , . I, � -I-1, � � � : �: � i ; 1 : � i� ;II-i-, W_= �IL �: I - � - I I I PLXIFE � , � � I � P"Fauffl�-I 1 2 '- .,��,I,Wj,l F'V� . I F_ � � , : I - . � 5 CNO4OR I � I I - I I I I I I - � I 2 I � t,i 1, - - = I ? 1 I I` In �_ - __ - - � AMRLH,6Tbff_MK=3_A_W k_WU WALL MQj!l �_� Tia-t- - INEU I I 1'. � t! �, �� o, , jrr � - I - 1. 'i ,,;q IrIll, tFc: ��tn I�,Fll � � -4 S _1, 0 1 I � ot 54C,11� PIRt ,Suft EA'�Pjjt-'�Ilj (Fr,E, � F�� il�tltl�p i OFIC GIN ONI SHW_�, I 2. yNc1nIn n1- . _ � " ��R - � - - " FEW � 7torr �� n�inl �I_ n � t' - P ��t�nF NIL kl� '� 1:� "If 1i'5tJ1-`,i Ol 'FU 7r `P/ SPEC' - trENSTFY t,F I !,,�� ll F�Wll � I �', F ff", . - �� _ I II II . r I . ; . Afu,ul � �I I .... . . �. ..._:� � I , I f t t g-to 1 -OI I - i I , G't��O" �� 0 R' C, -, L i�, �, , �,: 1 � " t l� � : I , : I [ � I I :, - "t it , I � # " t � - - 51. I .CO�I��g - g �: I— � T I 4 I r I : r l ,14 r .��It . � ; - I , " � �, � , ,:::: ��, L �IFF, - r" I � ; A ,,, iL ' - � L - F � t I I i :1 � I �� d A - _�. � LGZF , I �I, - - , -- � ..".I �_�, % .1 . 1-J i . ",.r I , 'I �11 � � I ) i F - - i I ,�,�',IF':L%'Nn - K 10 V, - i 1 . I- � � o?, FM;0 L, - � � , _N: r I _L �� 9 II - - A _1 P � f � ; i I U i C: ItAt i� 4- � � 7 I , --F 1:� I 1. 'PAND, � ;.L41", � , � L , ,� , � StE CUI 1 � I - SKI � �� ; r : � __9____ � . � �i� It L L _I � L 11 I IIL - - _. I, 11 I dt 1 , wr 1 I i j � if _1 I I I 11 I -1 _� ?I - 0 a . r ;I I= --"-' ' I � t � L "I Zli I �� 11 , ... nfl, '� EE, I I:, I � �) r I * , I � - , , � <-Am � i 110 't -, I 'Irr Lt. � , 0 I � L I _-Al . .1 j I --t I � - __ _____ L, I L - ' ,I i 1 � 1 1 E T 1 2'0' '010110 L I t Pol - -7 - t 1 L 1. Ii I INJURED � � . I-'g ,1__i., r:T . - � , = , I ILL I i XKNOR � 11 - - I , - 0 ,a 1/�t, 0,� � = � i 11 E - - � i . i i - i I . �_ . ALIMAULILION, SILLIFE-5AEM. BAK. � �_ A :V�. , --F-,re CL ,+��-� - E N'se . - I , NI _- �� I - I � � 4 i - . � . r C, t411 6� =_ jk �, I - - � '* ,-t -!,' f S TA! E OF , I 2- If - , - , ��t I lv;�A,��_ 'A �, I riowk��; - - - - -�- - - -- 1, i"I, " �n - , It �4�C� , , �jnnn, , �CNW , umn - - f- ./��Z,c" � OiI � 7 , un"'.4 - T T PPt^�I�l 4I (1) (1) C_ (1) - M - a) a 0 -0 > C) c- - iii a) %_ L_ _0 (3.) Q- L- = M -on - -&-p- L) (1) M Cf) (2) 4-I = =3 M -M M_ U) (1) -I L) 0 -0 _a = 0 LN_ -I .- L_ a) 0 C:)- a -2 3: = .2 UL_ - M 0 4I M %+_ 0 Cz > U) . - Cn (L) " -1-mi C:)- . r- M 12 Co -0-1 0 - 1-- -0 . = U) < JUL i 4 Virtual Review M I I sist, Inc. 1 - : Plans Review completed and appro - ,tar compliance with the, 2020 � by Debra Anne:ft � FBC 7th hr PX2300 dition r, W � 4I I I � 1 �r L. a) I I r tI (D I a) C - � : � . E � � _�-IIIIIIIIIIIIII0 L U) I � I � _+__j = � I . I l, _ M > � 1 ri I I 0 L_ : � % H i t" Z � W 0- 0- 'i � < �� I �� . 1�1 i a) -1--i 0 � . i =:) � . 9 9 i = �, I mo � ,� 0 I I I I �� , .� M . L_ 0- I E I I 0 a) I it :� I :1 0 � I 1 " U) M I � I " M I ; I =3 LL] ,,,��,�l��,,,,,��!�,�,�,��ty,_�u,firar�e zona)l I I 1.11--l. 2E -7,= q1t!"I'l.1 I< � 24 GAGE OAIIIIIAPKED PTEI, 411QN14 PARIEL ll�ftrh �r I - ----I-,- - I � � 4�IvI I __L� _ Ll__ _ . I __- _ _ � I . n 4 � I—. '',I :z E C 1�7 " j 1� t;t,OIt,wlxI 1 1 .II: � -RDDUVS� LML % ,l PR07ECMN f nin_ Wd a ElICIII crmpl,M 4" `i � _" I = m % to .N,�r WIM Ill I! I*, tl It r __ - , �, I I --I L - ,M:�'I11. I�ft,, � - -1:1,1t.1V tltltlt� -,S-II: t'-,"ll n,I�Eini, - t , It, � - = - 11 - - � _CZ_� _5 FC� - -TIE: I - _.: ,� r -P , I ,�� E�::� +� < 1� � 11� 4 1 , - L � 7 zn�_ �C_rl, Q " ", "' "" " I . " ,11 I- " 11� � ,,�� r--��-I5 �___ - - 1� " � -N! r - . __� 51. - _611, ,�"=�,�'ll""I��1.111.11�.."�l".,�,--.5 - I n ISHEET �0. IS H 11041 � 0 , �� E L - 1 1 0 14 A ... .. � 1"': ___ 11 i - _5'... _. : ,'' I 3z l"i I ,I 11 ifti, :I � 1, " � -- , " ff I � � , P I 1-1 !$,if I, I � �as=: li�collllI�, - �_ : J G Ill __ at ENIGINCERING Exrlll 55- PRODUCT F_V-ALUA-rIc3l REF193RT lislITEIII74TIET I5,21120 Tl��:Rm.-EaAllill I'Alirrioric l7alk�; 1 �� FE1 E,Ill"TroirIll PluTlINIET 20-21I 1 5i'l �3lltidvo 11lEs%TlvTEEATIlll,Aiw Alll)Enrloroo: IT C-h1aft-st --th hinsis ITTALL, ? NITITATAT ATillikess 1548 l'llivri IN FAI - VWCW PaI IsiTach I 33409 rlmdir,l ll I& l:,�C;Cpssavr, �4fp Guhalnizloml tal-ls,l sili 115-I IJIMIElt th"Al 1."ATIAL1 Resetais, Scope of Evaluation: TITA�ii Flisgal EN AITIE111,11 IEWPLIT ill l wl;nq 1� LsE red TIP ITT: lill"Pl[lifill,ff V0101 I ATTEghlEIIIIII610M. Oil PhiL C ICTIIA [Elipal H*Fj 1AI Et6ill(All"ITRIll PTUNISTA10111ill R 1.1EIIIIIallElIl 'Allorldii, Swilfing CTl,rTICTl,o�Lw Rilrliet;Tillpfin Il iI 'T�T� III III Ir T LA!, PEI I'Llaill Ili l 1 11 cli'll Uhl 8 ITT Ill TJ All � 1, I hillill l IALKI lF, IT'llill Ell IT I ;I , G L,f " r 4,1! AaCsser � - , , 3 of I vl� r A C' T, _ _ , WENICI Aus1kare-alissIATA T'C qaT,N ZA IF i- , TXAIT ll TTTTT I IT ITT ll hillill, t onvillArlIL'i wi*� tv", F kisv_a Ul,Adilri 4"Th', StATEIIII, EdIl IMNI�Eulll is- WT thin plipITTLAT I'lICATITE-11 ,A I -if ,,qi,,jsd,, LF1 ITLA TrIcIlliTes by III, I FEIII-TITWITHnNow Of "'ITI, lIllucEllITA l4i ICAT ISITEIJillLIA o"O""T'IIA TA'al'I"TA FkKria il 'xidi, ricollEficalivois Tv MAITAVITS Substantiarfrig Dam - - _PRQl _ 100 MCLUMUSS , y EX dresang A1220-315-43 tI �C,hp Galivanaed Swat Sw-ra Pjailasi l0I & M10Fw1VfH?i', Stare- IS I .n prepsm enil It Tv Eww Pe-FI I, no FLA t w or Is s Vin Ed A as sled bg F ral I Ti ', !I--,, I a Is - P_ ai a- n CA v,j I ,, pan 0 f Mm, Elval-IFITIT, ATAEAUH . MMAgERF-Ts ILIAIN Am 1, NO I r0 Li ill l LITAI mrAll I T ii a I ,ilA hulls heAAA tois TO 4 n lsaoidollnz in III - T AS '402 1 Cst sta Tid Ev ON get 1-r! I G I ET a n his � a 8 T A 6 6 , T 7, -IM 'i I I FJ 1 si T, IT & -%r & I Tr 65 u ng L IT c L Ill I ili T ilisisd ElT l IT T lit 0 I C14 RT TTTICM ? T� T T 1: ll I III T k,AFMI'l Ile TTlT E ITT', IT 111I P, A" not l T liilAe 0 1 C Al= I.ITI � IL AM IT TA S 01 sna: -Q I T"T � a dis 'L6, !-I -LIOT Cl, c",-Ir,"ali is I'Lishnia, 1"5� TAZ� I ,1TIM T lAilTlTTT,TIlTo-plAV,'AlARAT A,L I - . AMUg.TtjReiI.6�IAM'Il .gAj&SkAl , sgrvo;laa ffvsiTsLCI�-,,j r'Ari,illall'al TisCe tICT:I1 plsshaml *shs�tl 'LITI'lit'IsTif OL, LAT'iIill n��T��, � ol, . ciusiTTIV-0rift --di ,st"Whi: aflaNIA: Is M,LNE, ILE, WNI �Lsisl T, 'ITT.- a iI - I fillaxTruilil AfIstiable 1151:43ITAT 2 TAnI Aildsli Spona -1 lAll rill In I, Glass S,opap afiluill 4 AtIcholl Clowning . l__...___ ...... ____ ,_._____._. _____ MI "'W-1 �.I , A,E.V-� SUIT ITT Trjl�, I)PEIAll jjf�T Ili Ilillokiiii, lllo,illio :1 I44%C ,si; , 11 5 9 � ,a , TI!T -�q t 1 IIE16 I Ill Ill g 9ga . . __ EI, � !:I -E, 11 ;? A f I T L 1: C I I s- ,I I - ,iITE - , 'Is� 'Ii IATMCF� �-'L LI " I 1 � tNS-IALLAT'�l*tL-.DLt-I'��,,(;.S-,f.Q,E 52111.0 2gQ.Q,..E:.-2 H&R�TQR�k PAN - � . l LNTO_F�o-i�RED-QQN.Ul�NI:��..I�;l�'��:��l:!Cl.��,f�-f'�.'.� Ul� BLQ2�1 IS= I TURES V AND r 2 I � - -Ill i � I �; i -.5=i- ps�ITCI - I - I i , & --- - --- I I It . � � ! i I -Kil _� - WWREi� MCCK i I I I � - - __ - . i r - -jAi - - I -I 1- I � z w_ - � I I l I I i, III T � Ts -1 1 11 I 1: I ;III! IT N . , ", , Ill, III I, I � � 1: �� A I i I Ill � � I h 1. 1 1, i I ill 1, , 1: , �r I, -1 ��'. �. - .., ....- 7- """' , "-,- "____ '...�� i � I i 4 � I �:�, ��A RMiC4ffsT' - i� IT -- "I I � L - - - I i I, 1 :-I -1 - - , I ' `,' - - ]I q 4. ': m ,sL`�,, -T,I� --is e I - �l . I � I I Lj_ F - I ,,, I I , I , I I � 1, i - �j t All 1: 1!i "t s�� - I � � I I�T,l C,c M, 1 , � � - _ I,- I L -Q,, qPrlEl`,' FR,-,im � l,'R',1WTM I Ill , I l L I IT, r ''I I I P I ., I' I I I I " 1, :1, , ! I P, L I I I E I. 5� I L i 'I, i�;� `I`� l"I I; I� Ill I III I'17T`7l R E"_ I jim " jjl�lll�[j i I i IT, � I " Is Ell 2 L 11 � r - I - - - - 7 � _Xf Ty �� 0 r I � �i ;i I r 4- _� Eissi 7 I I � � � u � 2 L�_' I "I I �`�Iil AT Ill _� � , _� i [ I A � , , z I I � Il I - --I----- � __ - - - ___ I � '� - Llj � I I � ..... . ------L------ '- , ___ - --- - -,"-""--- I . . . . � . I ===4 -11, I - I 7� g i L : F �, �9, -_ � - _L � I siiii]ssi� - �l . � - - -_ - . i i - - I - . L I i W Firm � ll 611, - I I - - � � ]�_ I F � : � - - - , �� , � i 7 r " 5 ___ __ � _ , i - : � - . � �,. .� A L , � �_- ,,_� i " � - �, , � � ,I '1� I I I I - 1, 1 lt' i;lli � � i I.. "T " I I � , .� . FF I I ....... � I � , ,,, , " I I !I I 14, - I I , __ __ , __ ____ - � .- i7:- i�,��,!� � - �,Air � �, �1', i� - 1 . Ni . - - T?i li � 0) I � � E I - - - - � I r - - � I � I L l I 7!rl, , - , �/� l , I t .____ h, J` I L I � I 4 - __ ___ - I . F IFF - - � I "'� , 1 , , , 11 I , T� I: I I 1 J �� _,_� � _-IJ I -, � � � - I I i � - A -�I I I -_ 2 - , _____ � � 1 I ��, , �ll i . I � - = , - , i i - � T i � - - _ssrs� � - � ! - - � A ,�:: 1�.! ��i_�i i I I , i I � : - . - I , " � I I : I , i � F-00 i ', I I I 7 E � ,I I �- +- � , 1 � I E - -, � - I - � I D i L s `Il�` ., il I � � ,� I � I I ,Il, I , I'll' � � ,� ,,!�,: 1, ,I T �!E I L, I I [ 1 , 1 � � � -, I � ill R C , I " , � I - I � ; I I � III IT 1, I � � T , I c- 1. . . , 1 �, � ., 5 - � I I � � � 2 - - - - - L - - i - r - 1 , � - � - - I I � I� - , t � - :l:l �--W,,��T,R, -� � I; I 'ltlitIi � T�:: ,k,T:::T I� _11.6 -4 E � - � ussi J� ll�,,I 'I I _ F� i A� F -: � � - � --s - , " I - � s- C - �� - 4 f-- iii� ; -� , I � is� , 1: I F , I � - I � � � I . - .- , �! " � ,,, F r �. � V�� , - ,ITI, irl: 'I!l l - -,�, Pl; , ,- ,-- T 1 ! � I - � I , , , I . �_ I -, I I 1Y F-S I �i '41' � :' I I L I I I �1 I � - -iL I,, - Ahl 1, " TT AT �l T !Ll, ` L I , -It � - . I I � I - l �� : L I I I � 1� 'I I I L � � I i � �,�Ij PTA, , "Tc-, - - . , , Sstill tj� .; I �i � - �� I, - l�p L" ,S��: " � � I': FS1 I � � '_ - I �� I I I I � � . F I : - , I �cr I "I", , -- - - - I � C7.- � " , - s� � , , � " 1."a " C " L I 4T [ I I I TI 1 I ,_ : �� !I I,l C �,,�� T, A I.Nl� IVIl I S A,TI� III I� 1 I I, IN'lill, I" iL ii I I I I 00 :: , I! , " : i I � I I _. � - . - I �, :4 xsA i I 7 I� � .1 , III I � � ,r - ll i , � , � - " " it, ., , -s�! . r �� It - I ,� - I i ll E - __ I 4 1 1 1 ,, ,- �: , I "Cris �:I � I " �1' ,� �, i � -A�F j I . s �,j � , I 11 ,_ �,�,� A' I -,, "" �� 4 � � I -1".KF ... 1 5" 'I I, I �, �I,AIE " (`N�: T I Ill I T A', I j ]� I IT I T jji'� �� ',_!,,, �� ,��wl � I] I I I - i L � I l7 ,L: � I . � I I! , � . T-T,"IJ, �, �� : L-ITI, j� clu� :1 I _ " �� i^ I , I <:IIII, CTAI�l Tily, ::I , , ; I � - - I - :: ,I . � i- l L I . I I llll�,L_ I �,� , , � ` �ll A:qI:,,. � I i -, I ' � 1 .- I, � �I�� I i __ 5 � - � , 1, f I'll �,:, � I 1: ll� I !Ill PAW_,� 1,T lf�� ti� Pl,Iki i W 41 1- , " 4 -- .� I , �,lI I 1: I 11; A: I � TT I i 31 - � 'I I I - �i- � ixC_ ]" � -� � I C I L I I I ,I - - : , l , A� � . � I I 5 1 � - � --�'-L'--'--'�-- -'__'__- __._.I � % � I i - . _� _L ^ � I T I 'I I I I ' - - -_ . - � - �: ,sj�. ll,�Tl L:�� I '_ 'gL�v I I, `-� T'- L -Al ,I "_ - T - I � I - � I M! I ii __ � __ - - lN, I � � I t I I : � ii i � - L I, ,� I , � -, 1 . I � � - s � it I Z_4�� _. _ � - __ I- I � � - I I __1 - , " r � � I j AI &ii�:, ss,___ AC �i sl"Ir- gaIn - , - � � 4 � - 3i - LEE-_1 I � i p 4 l � I � I I i � I F j, U-I I � I I � -, ��I I �, �, l'I 11�11 I 11� 11, - , T 1� . - I - I � . � :1 11 . js=� � � l2- l � I �� :1 , �, i � � T � 11, � - � I � T'L � - , !I, __L L j , I i , � , I I 1111, I � : I I I � � I _ � � I � I I "I l ,,Ill ��.��l�,�:.��;�p�;��,:;::�.�:!3��:, � , I L i'L I " ' I . I I � 1 I , , L , 4 71 l� L - �! I I 11 r 9 - ;-__��i '! I 2' I , �4 � , ,: I7 I� ,� I �! ,::I I 1, �� - 4 I , I t 5,A,TL � ill i rl, T: I � I 1 117 i , i I ;;IT � � i I l � � L � =C� � = :�� , 1 -L � 7.-��- - ; I r F - osiassR 40 1 ll , �: C - I I r �Ll I h E i [ L U F l:,RT1 I - 1 , I, ,I , - I� I I � I - � - I :, L I : t l AT, '� I � :� ill lilh f�: � i � "'TIT'll T l 1? IX , I, ,l L - � i I EE IT , - � I : � I I I ff&u_AQ9N2& , W&L-AP HTINA I I SEMI Ri ARRHIII lll" : I i - QS CA1. E 3F IF A � 1 �; � - � I �_AL - - , r % -: : - Ill A _- - � : - " -L- ', L 111111WRI P-C= .� ITE ,!� All � F JCA�,'ITT ghrflU�', ;lr,,l f,.'j,�I L _ ii4,j li ,,l% �"IIL�- j 'T,L,d sj,,I��! FZ.Cl� _10 - - � . V - No 32TET 'risfellille In ellEINITTUITAT sElEull hot ITTArlill �,Llllulj in Illp TIELIIIE I i :E tTTlE praml lIl .."Ti-il TTF1111 &1WC,K_ L-A lIC1,00 ACT ing � Idatlil,si, I, sAJ xv- a s,-,rJ -L-1,11sil WIMATT, Fs - � � lihsid,T. st IN, Impact Resistance; Iushyl IlAllACTITI RAtIfthEmo I heq, r, lasmus,"i nrd a,, cCodoin I ITT 7T� Eir,litilmiCiv 11TETINI jsr,A� I gparhl%�, ar,I� i�r. I , act-1411FINCI 10I ITT the --1 K_dfTLsF,T,q ,W�lqan 0 l4l! p AducT, , Wind Load Resistance This PrIscli IT- lssmrn siR�1-0,1 T� '-sast'lArlill I,�'A-T� C�l TI Ljrq� jT' tl�IIT Fpa��'lffllrlli_'I-� La'C ,." faspac"s Is I I TARO EvilijalliLF1 Cll,iTIFTICCA s, ,' Cr�lr'L'I'TC PIFHYTTI%T:� Installation ThIs Prod C, AT hj,4 be THqjjTEj,j ,111 ljTE-.1 00mIl Ric o "M iLl, ICCI, i; IIII,T Inzi E. iii III Il ll-tiTi rh l,-jnT;,,iiC,lT ll� i; u � A � erkormlatili 64Wm,g), 9RANg wilill All amnipar"A,lis wFlATI Thffiew projud CONIP'I'Wrl all ICE al TIETE IT'allerl'ill TT!,,*,l�IfllAI Ill tinaT, ClillialliIIII: lilll[RHAVO F1101jullAq E."Blill+11IT, 'Dw Vt IT s, elinnial-ri sE,ACd,,_j L Limilations & Conditions of Use: U-5,1 ,lr I mai MIER 1* in all il"T salu, UTGainue w4h Ll � Isapective FLL1 I 11IL:T &g.nuartan I-TlCi ji I 1, TL I I 1 I-1 �� g;rass"Ars, - skC E Isted , q Xal III as 'I - ITI-I Lan r I All Tm,jrurl hur4 &TvACIIAI shall at H"r-slul 1c, "'j'It oll niqw0mi -I and all 'Al All a rnlilanlll W vI1 In t lArs 01 all, Li t A re'r rw-ll �- ri r sched-ji ranal �h uchill c-iftca 5L ,-1--Ch v salt aI I Tied f0f LA "T,A ulli;kIll It EpPrATTAIVE, la"chuf Schadul shao, We dissraC." PI an -- Ch-�Lrmo Isl Zsy s ),IIuCTW IA,IIETATIWI�rlll usispildrer lE ,� ITT IsrIswT,k vAll"11I N: 0 %xillIvIarte-mill, LIF!"11110 snalf be I? 'AnATErd agal ouim%mn Cumalual ana st,,'O� Ii �� in EI Ca. 5is Lri TO I, I Oil, Torlt Ir., TAII'llud has Iiiiii"ITT 11rill'un , AT �!j III LATsE Arm ll" s �Cqa nis,CI 0 '. MIT F, Ca4=4 I==LIT,fl,_T,* Z,jfte gsV.-_Z I PCs 11l]" [tj i 1. I __ - l � i - ,,__ - - - - - - - ____ - - - -,�lI , �� - '_ _J - �_� - I � � � As�.i� � , Frank Henuardli, PE ENOWEEMNIG EXPRr-30 Ir I NRW,654� i ("tirf Auth 988.1 - --.-Lq--.- Lr ��._ 1 j .r .1 - - - r, - - I __ 2 s W ' __ = A l I 11 �� E S " I F 0 1 0 4C , El A F r FT E I 0 0 I� 11C I I , ll': L7 j�� I ) - - r I LOT IT ii�7 sts,s �, �h4 " �s -0660 I TSEI liql *,::I, �T"EA��,Rpf"!,,E�F��F�4�-LE"�P.i�-L cu, FR�ssls�_S ffz-, :�:I�I,��Ill::Cl, I T;:, l_-�� , I .1, F_�,,�,�, "I"',- - �� .1 �1111L.1.11 ,, � -1 / � . -, , .111I I l�, I_, Fr, I 11 r III � , L, � � 21dF1it,_`Z` !1�1��_ _"__Cf`C. I - - 7 11'1�4 " I l 1, � � I I - � I - .17,_: I' .1ri" "��. -1 .M,� I 11 If V-1-, "T 'r , "Ar / ,",, A, ,,,, I ,_ / " / ,,, / ./' '', �1 ,�, I ITTI 1 �� -� � ,,, A, ,I' ,,, r' ,` " , / � tqs%��,��_,, � -A - rE_ Z / k- sTZ 1-1 "I'l , � I / -, / 1, L I 1 11 - 'i, - - / �3 � :�� " �, , " " , I " . , I,, ,,L 11 ,,, 15�, , ' ll 1� - T �- - , I'll A I I l, I _ / ,,,, ,,, /., lll� � I , 'I " - I L �, I, " -, lF ... III , s" ,r /s ��,'5�, ,� If, I I, � / / � ,I ." " ��1115� , I / . I Z ., ,,r _ � _ I I � , 'T IT " �' ILL-' � .111, A.) . :��.� � _ - - - - " -- L /,� � , � _i - s 3 - 1-1111, I � * , r -L 'r Y�L_ - , T , - I 'I: 4, "' II �,/ ',A , , _r=diw� r, - �3- : 1, � ',A , 1� _' I- "' .L` � I :-_li-sz�" , "' , __ - �� L I _�Ili I" 1� ET___r__Ir / I - r- � � , ,� `� � ��Z, ' L, �� I / - " r . , I . , , ii , ,� I __ -] I - - � -- - - � _4 _ - � ?? �, � l i% , r , '1� I /Z - T � '. li�� V L L 4 , - � , 'T I / __ T _ r, jr T .- / ll � I� , I r - ,- . - I - - F,f - � sF � - � . �_ - / I "I'D - � I - -1 i I - ' r� �, I r_, . " .. .. :]. r - - - I- - - . � - -, IF I , . - - - .... 'I'D 1.� 1: � I I ::: �� r, I [ . I j �, r - IF T I I , , E E-1- - :Cri- I , II IT - I - __ � . - � 1i I- . i I I " Ef� �`l , . _Tts�7_r 7 1 I N131 q � I,,, 1IC-E i � r `��,I'ii' II�Z� I I' 2 .. I - -, " , ,I 'IT;;, , � - 1 I -C �L? :11, I 1, lo-I �, I � q% - i -'- IL' -GE, L[ - TI, .I- . - -, �i I- I � I � I �� I � I I I __"__ = I I - 1 ,�'� � : 1� .- I il " 0 r, " �", , � v� - 4-sC_._,, ,;,T, � I - l , � .. I _E1 - ,rr I� I �s z4-1 7 , ,, !r__ I 7 :�I::Y:.-:� � I - I "' 2 - -'-I i- " I , - r� :� � , 1, I I c ____ ", - � - - 4 I l "I � - I.-Il, I - - - j[_ 'r - ,ir,jr-1 _4 __ _ rrj4 � � ,sC'i - T� i I � -_1 \ 1"' ,,iii- i 4 1 1 I - I I I L .: it L 1�_ - - �, I - - - E - , � \ � � - - s E - r, I % __ , 4.� ' � ,r , A4 'i "? "Zi I 10 �is 1 (i I I , L_ � - .�f 11_7 ,� � �, . I 7 ... �d,l;_ W_ l- I - i -L __ _l: , " ,, ,��, ' I ,�,,` " I AL . : ; , : 4 , i " , , , zss� I y lj,T_[_ ,,, I - �I, ,�,-�r III/" �� , Z .- - - I W 7_ - "C', -irr, I � � , , .�_ I - . ITITil f - , , :� - �l , L I "I", � H f'r, - .ys - � I , - - - - --I l ,r " 11 I ` I! , 11, I Ii'll"l-1-1- � "I . � - _ /� - - r, .1 , � I t-11 aA11 q �-, - - I , �l ,,�r' I l- =%, L�;ll ` - , � L11111- 5WW ,/ / I ",", - ,L�,'A ��..'.� .;, - - _#'t", �'_�'�,4`g ' I ' ' I.- - -1-11 - - - - � I rf Ir I , / l ' � -f C , 'r �T �, 11N�L' zI - LI-a ,I 4.'-1, _ ,L, 4a, , - . L: k L i, � i-I 1'. _s MI-Al-li'll . ,� �.� "r , 11 - _ '. ___ - - I e�� ; k�% _ I �, 4 . " - ,�,,�",'Fl NOW SCU II�L_ - � , rl:�/'Ilu "�I,, .//' ,,,,,, I A :� � Al' , F I � I I!,11" -, ,I-- ..I]z�,I�,. , I " ' D , I A , F, i l o - r, ", . " , � 6- � C, T, - A L. 1, q i� .sH - - I-11 "",,r,,-,,.' " �I ,- I - , I- � -41 � I T�CITKC�I� ,� I ,� �11 1-vIll ......... I �t" 11"i �C; - L �' E _�,C � _- �� :`IA�IALI t - ,:" 1 1.114- l III � � � 'r s LL ��Al_r�,�L� A . fTts, - ,v � I �fil �,,� � ,,.,rl � , F 2 � _ . � - � � , __ - - (�,T__�,M_ �2_ - ' �_l sL I, , . , : - I- 11 --- � il - 11 - I.., __ - -__ - " � 7F I - __ sl - - 1� � � � , � E' 66666 6 �- - -,---,- - �-,7 1 , " 21 - I- - f - -F.-.11- I �', -1. �j - , ',lra, V, � - - , IL I , , T, T, 6 L, -'--I- / I - - _` � : - I ,,, �4 lar � ; , I �, __, IIQ a 6,6 A. l I� .ki -� Ir Is 'll,"'r- "k, Is I *F�" �, - el"IlTrIlriTl� _ ;� � "' , , F, I tut-c- I / , I 'j.,- .l r � -I "L , - , � P i �:j 1 i I, � , I rI9 11'.� ". I I I/ - T., :r �: �l: e " ' ) ;� zi �lI s/ a I i I� IC`1 x � 1 E - / ,/ ,4 s,s/ / / / /' / x ,I � � I L �/ , .1� I " s-, � , � il - , I I , / L, I I ,, 11 W if� - , 41�1 I 1 � �_ . - ___ / I 1, I s, ,, , r � i, � I 11 � 6 : , , � � E � 5 I, e 1 -6 - I I " I '4 1 _ ,- i.l S I � __�_, __ � , j f I 1,1L I:,; ,---,I, x L! Cuz 4�� u =1 " - _71- 11� 1'� ,'__ ,�l_ I 7 1Z I 1; I IF- � 1 � I 1 �I I I14:1 I (j�l' lljl� Tl�jlr,All�l sl:lj�ljj, �Illj,�jl _ - - � - �, __ 1:1 11.lqqXFIl '� I AM , 5 .1 7� - I - I , I , - I�j I LI � � I' , , il , I ,1 :l � - . _ /rr I 41'�., � � � � , � l � Ii., , ,I� T - _ - -- - -1 _� __ 1.��, 11- I . . 14 ,11 _� � ��i� --) 'g/l 0,�: 1 ,/ / , ., 147 ! "" � , " I . , ,,� I --n k, 1 I - I - I , f, ,� / ,� -, - l A—- 1 4- 'I, - I - � � - __ � ` Y. I F I E -1 �', � : -, �-�:,_� / / I , I \ ,7- - _ i 3 , - � � I., . -, � , �,- - - I - I , I Wr F I PAC% � - ' - � -, , , ,, 1=�r�� - � , pi=_ - , . I __` 7", , 42, ," (,)��, m"iNs- ,T*C��m ,I, fIl]sufftl s�l ��_ - = - _`E `_'� ' L ' � � - !I - � - , �ll I � � -�� ' - - E' '. As �, " 4 �LA s7 64 ", � T" � ":Is Is I r , - _ , � 41 ,� - Z r , . . - � L�L ,E _ r , I i ��' Ll � A lii I � ,, I4, IN T,l [ i R I) I I ,I � i All I� , 5 ". I.' -1 1, � � 41 &s;� � 2 '411 , i I T_/ � , r� 1-1 7 M W i a - A W io . �-, " § �- g r. I. I I Ill, io , I � E., V, A i . � i� I I = A - �_� 1 E ,I� g I F �t 9 1§1 . FIT , I . - PC Is W 0 7: ,I ,a( 9M ,I" , Il r I-il ", " ,, IT �` ' I ' ' � L Irs-_ "�,, !! T r I ' ,,_I ts, ', , ;, ,E 4, � "��!, ,� P� &�Ar � - ll E`�'Lll 11 1, . � � - --- _ __ _____ , 1� rK � --- ____ - --.---... 11 � - i� i - * W:' - ii- , - - I I'll, "I - �, %1u, l _- It .r I _- V I - E . I . -E- -- -- � � b�l� tL 16 L - I 1 ,, E r I - I ` - I _- :L 1� ITT! I'll It" �'4 sis� �s L' r .... ... r�_,R 1I,.""Tr A _1 g. OCSI'L, I - - i - s I Ill ! -I- s:"ITi FwiNf � ," r�� T I I s , i, __',� L __�sssloli - " - - Ayr", III st,x I _1 r. � 1, _I;� - A � sAIAL:lTAli�li4Ir_1' L__I___111_,,,___ �7 3-r- L[ rL _--�� ! . F OR �lh li�o��,� lls;ial� -_,�s..LC-i.�r'ITIr" IlElIC"j L r . I� T . � ,�__ I, - iW , � I lothEiNlE,�:'I'll AE si'll IT,l ilrill 2, T%,,T 1i,1F,sjc 1 Z� - - � I - i -, _�, K I , I'l ;, � I . n�l I't I r i2 � ZIA: l�,Iilll:[ � ,� r '��_ r-, , � I I 'I I�,,,,,, Z I - __- I r- _ � ----,------ ____ ___....._.._ ...... . ______=____.. ii __.__:_l,lll � ALL AMERICAN SHUTTERS AND GLASS 1 �," 24ga GAI'liti,4NIZED STEEL STORM PANELS (HVHZ BE NON HVHZJI;� '_�' - _ .-I-L-... __ - . .. _ ___._Tr' 611I VNI PILTED - 1plt-0, IOPA�a SZAIII -1. ],I Fo ik�FI, (�OIAIN T� P I I I'TCL 4- RI C) III s`x_T,Cq1Ej 4 . - _. _____ r - I- I - T� I lCINA L A '-fl 1 -]� I'l ll Ii 1 1 7� - - I . . . 1 _�-&�:T�Ts=r,-,'L, � 11 I I 1 1 . I I �11 r ! E . I i I � . i I I . � "'�IVIIICI VNITIJUNII� i 5 F�,Tt -0`�� j - * ,-�,� R, A-- t "A I ,,l1lill :I ��bF - . q i I . I �, - ;� �- � I . I I i I i 4 _"l PF $�� f s Is, I. � I T IT f I �,:T � lj� ! � 1 e :- - 1 1 I 1 1'; I I . - I , � I i I 1 1 , 1 ,� � I 11 ZI _1_� I- - � L, ___Lj --- k-A,-1 AjVf 1._ L" - -5 Al i - 1 1 ____T 'IT _ L i , - .1 ' 1 i 4 1 'r . I ,a E III , i I 1 I I I I , � 1 ! W - I i I I i ! � : - , F . ! - - W , I I i � , � I I � `_�' � ss� I I i � I 1 �, 1 1 � 1 I I i I I I � � � : I - � I J 1 [ 1 i - - i I I 1 ii i I i I r - - I i I r - I 'i- , I i TFl=r- I tl=l M I � I �, I , 1 I tl= ., I tl= . I 1!= 4_� � I IL !� .� , � r I I rf 1, I � !I b � 11111111� T I _j t - I, - - , L . , . . . 1 j , L I IC rTTCM AC'A-C ) I , ,�. , -, - ��r L, I . _ L _ i 1( I TI , � T * , - k I _Il�_HI_L_:__ IlF- � I - I -A I .- V I - �1� I-L � , , �LV I I _� ��_ ,_ 6 -, -�s- , All is sr �Ty�_ __ - - �.� & Ca 7 F I IF ,Ill, I TYPICAL VER. I ICA,L MOUN7 ELEVAI 110N Eilsvirrr"[ - P .0.147 . I,j I liuol T�pv_ jQ-TATA III � "I - T FRis -, I� I I ____ I - 4C�Tsi,�l - I I, � 1 , F. � _FT i _E�_ __ - - � - -f � I i � I E f 1 � I I � I F I $QT��' I I I I I j I 1 i i : ! I 5 J! �j � i I I 1 1 1 1 1 l- is- , 1 - - 1 1 1 j�.-ICIII n � lil , � i . ; E IT i , .,,r S a 1 1: I I � - REQ I r , - X I � I A� - I . i � - Ci - MCI- __� R- - � . 1, , � 1, � � L E , - __lFFgTlw_.I,"1 L�i I - - � - . 7 � -11 " � � I 1 p 1 , � I , �� I I L__r, i ___ - - I- 11AXATIll', MA, F�;Il, � ,'I, I E Li I i - - q TIP Is � i I,2, i i I 1 I � 1' � � - F -UN' ll � I I ,- I 1 , It I � � �� I I 1 1 5 , 1 1 F , r_�_L=Zpr � 1 i -- K�) - I � I � I � L i �- R I I � � � 1 � , I � I 1 , 1 1 , , I , I - - L . - - I I I i =i s", ,TKs,,,T1 il`M,�, � , I-,, Ei ,',,,I L"LlT U�l I l�PP)FAI tW)"y 1 IT DE5TRLbMC`10 I I i- 111LI 11 " Ill I L111 Ill 11"111- 1"11 L . .. , 66�51'Dr 1, FAIL , Ili II I I 11 I i:l, A 5 III E All, I � 1)" AL n -- , 0 , T`FT c - I l; l ITIE � ' la I WITH IiASHERED T �I�C AT :!� ,!� ITT 1rIlA7 CC,1Ajl1F1TI'TCLC TE' 11hCNaIll FAUFNICD 0 lr AEAIE I III ,TI SrT_ I, ja�y ,ri MILAP� Is EITUSPAN tI , , k-mAr , 1: I I EIPMNS AlIKIII1 R 6EICAN Ceit"TRIL �, 11 .-.. .--.. --- _ -?Elrcs�.,-Il *F&I'l 11 hrIL-11 VERTICAL MOUNT ELEVATION /�_2 � (NOTCHED PANEL'S) , ___ __ k-1-11 111 Ta 7_77 ALLOWABLE PANEL SFIM9 ltk GLA"_,5 ,I LS,FA: 5XIAN "Ll"I'llf-T IV, "I'll IT , IdEf-"I'll"'IF ! ofl� j � PIATEWI: l 41EILThAlIll ETIACT�,_'r 0- , ": - - , - �]L,.Illll 'I 11 111ir i _tlll!0,115: TUAliblWil AILIATIACE, sTCjA , I TI Ls2� S , E )01 - � � � I I D1.111t I S ArL.ZfrTA lip.] FI: jS-� T�, I � F � lC ,JI: I Z14-5, 'Es" TL,%.v 0i, Er, � T�� IZs., � . ' RGnL'jW l`1h'SIl_,f1 LVADD-4 I � � Tq� -,E-� TsAs,,E�Ist- L, - � -, � - �F., r :, CON, 1 ,!,- _- 7 - C� V - AF FL��is - � 's ff- xi� cri J - F �, -OCED iCsa - �1� I _ - L . r I - C -, FA, M- � �__ C, � T,� i�2 - V", L � jIT i:. 'r �T � � � A[ - rj, F�--Fp__ �_C- �4_IC55ksll li, Ill I _I, � � ,�� - - - I - -_1 f 1 KC, 5 1 2 - -- I T - _TA . AP �1� -,l,.TT"ol.,TICaI a,�T,-,q�-- tla,o, I- � ,, �_&L '"Ir 1,1', Wy _W_ ,�,rlt TWEITl A,I�Ifr I - 1'� � � .. � I - _ .- I- -.1- I-- --- I... - --- I I . - ... � ii � � EA'FF ;�Wrjrl si,Cl,[,F s I, aE 1, �_I�� C��_�� I � ��j 1 1 �Iijl,,!JIT I - j - � � - - � T 11 ylIjI'rI,L, , , I T ,111,1,[Al [ , �prl RATIC4 11TT' As ii'�E �� - -r,-. - � -- � I � - � , l i 11 2C"IfTILILL P" l''iIijillti, 'MR 0�,E IsIT , ��17- � i 1� �-� ,L,,� � '�,, ,T,, : rF !I � � ,' , � j� T7 � a - � - if L �I,,S I, A -,-_�,T,At�� L-. ., -�' J_ , 1 " ,,, I, " 11 I Ull ,I 11 I ] I Cl�, I ,l , hj,, 1:1141i I ,:,,I j P �5T LI1_ Iil F I l� I �Z qC_ _� -STOF f�r �; _�E -0 I ill, � �� ,� _-, ,r I�l r'rl" L _�0,12_:,; - T isI SE �za-�L. 1 � i, L I r. 1 r � il I :" + , ,� - ll�I , -r�,_� Ti ,� L_�'I_I M �� i7lii ls- � � 9 _. FIT! L �l 51I 'I'��, -L' S� 1i , I i � 2 I - � I%— I 1. � - - _ _ ... _ ______ ___ "i , M 1 I i ,'I 1. 1; l I I- A T i� s I � A ____ ___.___.._-_ - - , � �117__,_�I I 4 _-- - Qrs5 __.__�Is�l l:l5:ij=.7r:l MAXIMUM Al LOIAIABLE _�,� . r � � T -, �,E I I I ____ �,�, I - ,,�,,��l�.'I�,�,l��,��lI � "I. ,� DIESTGN PRESSURE& ` I � 4� � I I I !I IT I I i 1 I - z _e ��j' , , � �ii� ,,I.,, 1:1 - il :I� - _ -- I A--:s l-K,-1 ET I I N DlEi5nN I ij, 2 � i , - i - L ,r"- I DE!.51GN NOTES' ;- _ . - � ' ,6 14 tr ... .-...-.. I lTlTrTqEjFlND%EGI DE:lCaN?P 1 li� :Ll I I ,4� �T : tL I I ,, Z A .- - FIXI l5ff TIEFT1, THIS S�SiTIEM WET, bli DMINLOWIFE1, �Iul,AJIEATF. mAl ,&-�lolt,�f7l:"��ro""Ii,�llo,","-",-"'I I E, " m 'I'llIve � e �t, 110 � mr, " G III rRINIIN11-1 r C - I '�R "t �;�,,A, r ". I " - � Eli`�' E, I* PISED IN k- ,RW±� 1410ffii N I I � 1� - j -11 " , I , L'40 I rHIE' P-MIDA BIJULUMPG =,-E �HATI, L IT E UII IlITATT ITA �13 naleIT. M , 51 I I r, V, I 01r., I�QTTT THE TvII C*,, NI WE l ITE �11 CN EPTAS!� Li r s fitlsACT. vk'� u Est UIT5 MF4?iiTV Da. AN T I = I , ,;-, � , I �, ", A,, � AS � - � I sal(MIN I .-, % I 9 ' GENERAL NOTE, S � ; � It Iiq � I Is AN , � I a- A g � sol ;: lK -I E-'-, I 11 !I AT ll 5 PIT-1 lJTiCXTTaN l4l�,,' lifflAll IF, 5 Kl- -big WsM -1 I Ch��- I � 1�� Is I �� 'r , IC At ILI� lq,r5,�l,nCj;lI�aFTI).;�" ;i��;, 4`= A4-MD Ctl�,IDIFCC Tg� �A,1_1, ,"-I . E n 6 ,,,,,,�,,,,,,,�l:��,,',�l,,,"",rl, ;2%j',,9,11,",2E lis� l' � I i ,'-,' "A I � I, 3 _. IT S - L- ifl'� I 0Ql-flW,(TF;_W 5 M A " INNI Ur IIrl I I ,4 T 17 Iw� i ,,-rlw+ 4 TII � LOC I I 6;� I-1011, =,L ,IIIA I LEW Dri WHICH AlA,` 'i �� 1 � kPill "i X�lTill"I'li-IlIcAlrD. ll!40,11T, Liz 17I �, E , A17H ll REMAII I I Ar rl-,,�,�,[ LF,s-�Xiti:,vsr S��4 FL, ,,12�sHrsro,s� I I Ln 2"I �, '1111�l, Ill'UrAs, Ill 'U_'lsA.'__ IZ�_C_ lik� --- I-UrliA, T"J! - C 7�Lj I ILI, C I . 5 i - T� l T, A � sE - " "7� _"Lu I! 1 � Rbcsis� �p TLL sLl1l1_:-- , I � . L, qsli`�-, ui7d lin 'IYM � -1 TOT ' ITS E"_,ICsE li: �S I&Z'I�- I AMPOT115TIM I E.D - B 1, 111Z IlTii<, RM TiF CLA ��,I,I I . __ F '__ , q ,,, I 1 rl�- - CTIrsic- , � 'i=asi PeCAsN - ps, I C� % , 1.11, lif i 1: I I IT Oil Is TT_ � Tis, LIP T,�rlru,,,,-,CCr,,. 4, Ts ,, I IP 1, I I 1, T 11L � T P I I I i, I T '7, "I I I 71`1�1`1 ILI 11 s 'si A� � ss �� Als- III ZEE PPPPPPPPPPP ;� . 1� � I at IT TIC C, T y � 7 IC' � ' , - !I r IT , � �� ' 2'_'lsT -T'�',`II'5T�M' �:! r T I C "X . I - A, T IT l A17, ji ,T r 1L'I I , , L � . .1 M ,-- 'l CITI - - I I A, [ Bu-NA. C��Ill Il �� IN l P 1�,��;i , , i- 1 nli%�r � �! � "V s: so - -,r � :� - �, , � , F'OF P III B It " ' L, �"LTLI t CI ,CiIi InANI: '-i'Ll, k�� IIITI CITE, '5117E ad ia � ,l Is It , 5�CilA� 4M,ls ,IJA A '2,12113 ��,iTilf, I C011IT11 I PT14A MHATENI I MGLI I I _ _ ,�Bo ,� "��I "`�' �Tzu, I jss,� Q � - 'j I l L'l",�,l"r ArA� ill lil-qL AlL I t, - IC A � ,x , � _iCI � F liu(I - sill 1,1 LF TT1,T ll It x�! T'� � I F, � I I 11 I �,C-Il ,st l I P �� 1 Il IT A i 1, 2A: ,4 1= -, i A It 11 Is ,,C j,ap-LA, I'lijill iflil DZILAIlIff"Il :3 I ;� It I � , "Iesss FC b I, WILVAPII5, MUT, '14-111PET 4RT`illk`.s��Illl likidliII01 1��TEEI Ill 1AM-evillm DIVIDU Ill 11�','TIA .1 1, ! te M 7- "' �� - ,�� I'll CATYTI . � ' r�kgs E J' 7) CLT L.' A ITJ -AC _ ,ZLI':? l s �!i - -1-1, I, I , !!;I�l "ITIrs I, L� � i t I , 9 a - _ 'r��'�r WIT - . I F" s " , " C-I.- INT ,�AD;sllirll $�U, T�A �)-+ T:-C TClAt I, IHE __ 'll f � i i M a . cnE,nil tgnjii r ATI ITATFRIIAL MITI) !I KI'll ' III A,L r , L L MA k,LV[a�VJ-JMil'R��'C.TUREV"�,7C�,N I l ITT Tilf tI, I,, I ' - A _,�a, , - - x - �- A. IlM. &AITIlAPPI101,11,11 TIRDEPAI M"ITTIE A191161T L6`,Ztll�,41ITI�5 � : u , � a 0.1��-�-r'A?gffl�,IMAI.LS�74�%�":'iWFII 1-9,1.�� q -1 I-S.O�Nl��,��l,4LCC�lok.,Tlij�:,Il�lI TA6.15III 11,11ALTIIIllw, 1, .,�ZE��C-5�ac��V�,�D�tllt,-�.nmc�%IM--A$Al�Jlilllll�,�ll��p , Ks, ;: I 0 C4 I � t - - � .- T, Al- ,,I ila .Iii- AwCas"A i, 11!I$CsICl 5 HA__ _U Iss 3 - l" AsLQT .-, 2-7 I, % L LS s 40T Z U I!TM , S- v. ll Is I � T � I HI " 0 If, 0I 17 A I I-5i L -,Vl III 141� I q E I W 1, I sC , � h �_- - A _r.. � ll R , E 1 .Ix se:L�, sI' ' _',`�� W�. AT'L_ FAft�IL2s a" IE M (A) WT' , .� ,'EN-wA,l.'A ITA -1 iili�� iiZON -,-Ls', C& Ar7sisiAl '2 _111,4CRIFTE IIVIlCkQR5 CsTel? AMOREIN �,,I �, t Ll� WM._ I - < f I Full , LA-k!'KED CONIC WE, Ch Ly. ingmL AlL. T,:TA,xeTs F4 ,liTlIs T, I " UT4 �ArTLIP,k�k7�c�)MI-rr.-&KTtL--H�. 1 . C ", V Z� I �� 91� I," ,� TMII � sis aMPIl rvNILE LT-' ) ,as-� -Cf �M7��_ I". 11 �Al.! P I l A IT , r F ls� W a 15. I nj s�C AIC-9 4rLC TC �', 'is I (I � E L C ' - KT;�KIl DIL'Ill?l LI , __ PW�[MEFR_'FX- tFIFIXIEURFRETUVALMAII]i We I I I %� It 4 - I I I - I . R ,"Ill IIN �,,�TTI i ITS' pf T�l ClIC.-FFI�AIT106 .-,�IiIi17WTI -4� 6A ul�! sil 1� � I li P 4 I ITS, 5 ,-A V � H,A 9 AT "! I', S � "I � !�] G so, I- 7a, - I A, 11 s Ti T I - - I I 1� I T'7, � !, k I _,�_ I, .., I IIYNI� LsCA "I'll . -PPE'r ""I FEE, QF_1 ["ROG MOM RATINI .- I - lq- � I I FIT L I ,I I T I � 0, LIT I �, I � , , g T CT I u, er F I " n � t. C 9 a IlF q = .-FqC4 s kircl I.- is. � k - " � I, -, I - ,I I I V - t, 1 § I` ` 1, JIL 01LIM FOR 91 LOCA,� STAM. k "',�'1141 Miisss� F- TIMIS � Is - ;s 2 1. Ul .A, ql�Pll T7:` fiII - � "' 7 , I F sIT C-MR-_ssLII rft'TVEIsffD 11--F%, F0 AA5[Lrni . � ;.t i gil,Q� -ALI Iis�_ gs'" �_ '_'_,aCss� tC ._,.� . � .-. Ai'lli", , F - ,�_r e:: �,I�CI,CC�lsCpqr , r ��! I i .T mll,`I,Peb_'.�,'�6l I r" I I r,,�C,ATAI �-,in �� - - � - q A 4, 1,11 r g, , � ANE ul - T[TCC at ,lsl,T,U ILM F, , ,itksiC LI �� ii ia, I - II � � r E i , ,, , l I .I I IE ii tal �ILCA PRIXKJ�Y IPLA�111_ W,filli I ,1 .- I :::=M�11112:== - I �_---�-��W.�i:::::��::2::��::::mzzz��I � Z (I - �3 1 .5 43 � . . . 1� .- I . I ... - ...- - - ' � VISIT V,:6lilg2Q!31S43 -_ __ _' ' �, 8$.7 11 M "A �_: "r � 'L� _s, _ _ I � rr'll r I-I'l I - - r. r __ - I, . . Tr, WiAZ ;u 1.k � L - - . s- ��, -, MqICIII I5XCICL �, ��Mw� _,I � t�' - Lms' .I-- . M I 1 1 . I-- .1 .� - __ - I - _- - ' ' � � Il C TjIir I 1, E Tr' --I M�PIJIIMUM '4j,jjD`WAR_'lll �l �'_ - 1 -, i � - . T!�,'lf lll I- L ,%--- 1-11--.- - , � ALL 'I E L5, � � ____ , , � I I . � _� % 7, "j,I I , "I Ill, . �,�',',,�, L,"11 .Ill I !I:! , '��l � " I ,�, ,, 1, � �4 . �' _,, 11 Lj: �, ,, I ,� .1 ,Is -1 I `:T, I '16 ��.": I I Ill l`I "�, � ,� , ,, � ITI, , � III I! � .,�i� .1 " � ,,, l T, � - � - �� , � I 1! �� 1-J41, �� - �i - __ , 'i 1 I , - f FqC1 , . � I - �_ - . - - - - � �� - ss�- I - � - _ � , Lq- C� �_ ; _ - r'�_ � C) � g$T � I NLE��j I � l � �� l7 Ili, �7 1 l -4 f Ill I ( l�� I �Nlf G E�E_A�l , j, , - _.__� _.._J� � � _. . ... J r. - -, TI 1_� AI a) (3) c- C/) _(Z 0) -Il 0 > C) c- -I- L) " (1) L_ a) L_ CL = _0 0 I CL 0 L_ = M -0 0- . 'En-'-a 0 a) - U) (1) -t:! = (1) -0 I 0 -0 _0 = 2 - - = I 0 5_ q �2 3: = = .0 LL - M 0 4- M ,,-- C) M > I U) (1) L_ -I.- L_ C:)- .u) I U) M 42 Cu _II CL � -- -0 = - C0 < 1A �, op., i �, , - 4, r, 'A � 11 I M . FrA 7r ff � 'r, ' ....fl- `:' 1-TI - Il, x � III - __' �11r` ,,ji ,��'� r:!: - T-- l-2 irsr�� F 5 f�: - 1 - I -1 " "A_ � I �ll - r i 1_1 " 11-l" . . 1� � ,�A� p-, - 't-� 1 � Mit - Fl, AC , , I - W- - I 'If , . "WE I 1 I i, : "". i . - C I I � l-16,82511 2 - I - i ---I sl f V.W,l i !Fa 1, I � - - I � - - - - . i - � ----\ - �; , 1 4 I r I �, ;Ij , - - , � - �� - � 9 7 " I u T I 5,I 1 I, 5,, i r- j, IC"I CT , -4 �A _: - k � �, - -1 - - 4MM 7 - i I W F, ', s, - i L AT 41 I P`Ill 71--.$ 11 . 7- - - I � - - - F�� I I 9 � I-L-i-I l�'� " J I 8 I , __ I __ :__1 " I ': " : -1 r , ;_ il , "'k T�,- T 4- omr, - -1 " ... .. �ll ;i�f,t6,:-;-=I_ 12 W I , - k C5L - � - ,I_j . �., - - -j _[ L-J _j T ET, , I L TIELI r � � 0 Io - 110.2, 1 1 - � - 2a it 'FI: I i , - i - I.- 11 - -4 E'lollo, I— ryp 'Juia? 1� I - , - [ i ,2 - Z�il - �Mlixul :1 $1, -� 2PW� - - is I T " I ,,, [- - - L CC I � -1 'r". �5 - 1�\177�11 IL ll,l�l IF- T_E_Rk clWd_Js(TT1l `Lt - - , �11111 0 I� - _tI/ j 4 , qp- 0_il� , "I'M10 LL 1�in&Alj -I , ;--r I Or I 1�, I - I Z- I I I T - N�L_y/ �s _W MsYl is ji, , . .-03W �, ,-,A- ' - - � - , �k " 1_-__:l,� ��a � 94L, - ID ,- E ., " f :J.� - !Lf�l f1511 "I"Zoevaii- T-0, 9S- . I - -- , �0 3: S AT . - I I FAITA - _�,..a[_ ___� 0 G � W �q 6&- - 0 � 1 I FAAlE - cov. wvn - i 3,% - I _q 11 I 0AW, I . � - , _ j� C, I f , I— - I r . PC � � 1 C-- , I " 1� � .... _JZ'L�Tik': ' I Ii � - , i I I,- __ I r � F I - F 25C] T � � 1, __JC 11 C SsVr,� kj , _0.050' F I " -I----- i I-V RAKIILL��,I - - - r,- - ,,, �' � J sl�:� , � , , 1 -4 - - - Ez I Nal C - . 54 �, -I iL:n±'llk � ,2 M Is , Il . I Lua , __ MM"11 S C. C�,AIA jIA, A,L11LL T- F-Tt I f cox soll _. . I _,, ,= . � , f - J� n - u I - � I � I 117, l,511 ___i I __ - � -3 _T -S- -- I, , T LA : rt ,-,.,,, ttl I 11- 0, ,-I ,-, - - -1 rl�] I 42 1-: 0,7W , " ��/ TYP WC O.ICID _-El. l0l), ,�,' " I IR 21LD--0VT r 7WX t 1�11 - - ja�!. ' -TATIE'L " , __ 11i __ � N-MMW "'k, � �1,1 , now- -'_ 11 - ,-" -I It , �� 7 t I� � lz�, -4, US* 0 A - � �, , ::, ,,--,,,,I I I - . 7, ,,, ,,Tlyi 1, � i , , _______ F Z I - - "T '_,�: I! s- 1� , , � ,.- �_, rl_ � Rc . . 1, i L �ls � I 11 r 1 I I 'Il; I r I ,L:�r - I , - - - -- - - i I L_ .- - CIAC�, - T I ; . I � � '5 �o MCTIl,, " ,-- TT_� ,.us L � 2� All __., - - IT "L I . FIDET, , .- ��l _ .-, L, , I ,-;m 11 . TN , � �r< , -, 11� 'I'. I "J" � ,F� IT All I E 504IXM92=41 � I 4 I 1 il I - EJA` - . � "".- T� .. - I ,Jl�,,M III :III I I ;z � �k - � - \, - - , _. 1� T TX,IATI, I M A alArl, 8 - " � I D 1'� -, - I M I 8 $�' 1 L� _? ,'(7 I I - ,` , P "l I --,-- ,�,� j",1" I ,IAI:L"IT I I . , r 'Ir".17 ir . T OVERLAP , C, ./ / 2I�_ 25, Ell - I � i I L ==.j � - CA, � -1 (��C ]ALT-S, L� _/ T, \ - , � I 'L � _, I\ __ r E 41' 11\ � t i . L . . _.- "'I El" '� '�_ --'- 1 � LL' _' 4 i-l' 2 -_"'T`T4-1 T 1 Q - - - fi�_ =-=="7 j / 'i", I /I' 'It \ ,�"_ I ,I LIP Et'll I T, � 1 140, T' rL A :4 - "I - - 1, k,,7 �_� � ),-- , 118 i � _1- -- -Ii ,- W R gI - r " _,," _"` r, ,,,Ar I uj Ell _/' , -1-111"', �111 I �rlll � I 1- �QI -_ A I - � 19 I D-W � =� ,,,�,,;l. - �'. -� T,: �`. �; I � , \ 3 1 Jl '. , Al'i , Lty,,CT , IIIHIIII, i I 1 , Q`Q7.- AN r� E - , . - - L X I , , - I � I I,� - - I ..L-- � I, , , � - , i lLl s I A , I - ,� � 1P ��,Ir 1. - - A < _; , _j I >11 - '\ I .. � .11�11fl,l / [__ I LIRA _j ,� I . ,- Js�i � , . � � \L �`, I-e-II- ,q-rd, . I " / , ," I `�L �A��_ =ir� �� - - _� � �- Lif �s �_ �_ - ' I I I I 11 \ � - � -, - _, ', . ,,r - _ j � M , iL rr,,'� _ [�EIETELT � ,� q --- - --- - z -2 ��,_ Li. _ F r_ __ _ ,7 .. L . -11 � T-T T`"=izr- l,elr�TF�_� �9,,�,Ftll,I��_.114 I " I I ROD` -za- � , - ,l - - ,_;��I� f - Z � 1[�, 1, I 1i i i ,I t c", I ltill )II,_ - TYVERLAP 'Il rr - sl- - . "Il __ efl 4 i rL _____1 As, _ , " ,,, I ,, 1. - �,M I - . , " . ..... . I'll /-- - ,,I "AT _ _S 31 � 41'I 1 1, ,I,, . I - 3� Y,��,C -� " 7 / _ /�7 , -,, -.1,4"'i ..M, LI'l-0-o - i k" 11 A � L - It, Z L s, " I � Z __ _1j L" I , � �I 'llITIA, ___"_'�I�si/ r/' \ \ ___� I 1,__ el;�� :_-, ,li ItIN - I I ", �_��L "j' 1 7'� IV 77:F:q-, J Ij, , �', � , IN � , 4,110 1, - �_ - " s, IV ""I � I, Tl�' " , , � 0 I, l .IT, AC �� I � I � � 4 I T'l, z 1. - - I - �'Isrs��Ixel,2�_rsa Cls��,�,_4�- , - - i . 1, , , I I UT ,L I' . , '1C9 C� i W, ; I T V1 I - �' _I . , K , . I �;_ Z17 - 0 ' I 14�1_ 0 - It 1_1 I-, _., '. , , I � 99 ", � T - 4I , - %) I - Friss'"T CV-SIFIX71C), __ I �_ I , I i ! u I H d ,I1 ,� I He ANCHOR SPACING SCHEDULE: 1 4 , - A 1, E ITTIP TE L11 P 6 IT, FL MST EN L s,5 AII 4 1 T� C_ I r c M, lerar DMITAll � 'l " , I � V "LAX AFNI 0-Artlilsillte InL-_z - I sTITA Ll s, r, -a' I �Ii,TA or C? III=- L slika, A, _. _- � -ii - - 1. I 'L�ff __ I ICAI �, I . F- � -,rr -, I , C� [ � T ,2 - 'l c,l , 7 CA l ,,, 4T - _ArFl_rj__ :C-1 . i,'ll4' ra� � 'r 1� 6 ` A AT' r L rr l � �U '_ ' ;jAr%.. � 2 . TEs CisCl ILI MIATU Ill il i- �, �- 1, I �' � --- � �iT_ � _ I I i F r 1i i r� -- � -47.7& li:E� iii`�'r LINZ �j - r I.4�_,,rr, �_ jr ;�,,j� �a" C 5 , Ir � . . , _. , � 'i I" 1, , T � �" lr , I A�W , " ,� � � I :I T� u . � , � : I � . L: 1�� 1� Z - , �:�� , , I- � + - L I - I s -_�� .1 , I I. F_ _�, iC = I _1 � I, i -I - - __ �, -L--.-,= __ - , , ,�_ JET L, L Il", i � l s ail ,__L(qL L,� - � _ � A� � a,IIL � ,S41 T L" AL i'EIELO' "' ! it 4 I., - �"Iiq 'T t�1�111llj,I,� I 1 � L�i 5l I IT ITT D - - , I;T _�'[Lit�, lf, ja si, : s � jzy" I ', - is, t ,� , T,i L � � f � ,_ )An�� , I :UK T', -A I r." _17 ,Z CrE j, � 7 I I.C!r I L � L -A_ - __ I, I, F I- 1" ,l , LT. " I , l �, ir " - rr 'L, lt ,'� ,L I, I � ,,, s, ,4 I, I ,l Or' _r rr � � r 4 "; r, � T � , Ars' ,4 5, sl� 'T, ` ,_ � , iIIr ll q j -,-!!A E r "r lr�_.Itts�j�_L,� � Cr r I;" , 1, � E III I � I A l,s_ I'L A, .. 1 L I, 6. � A� a---"P- - ,I � I � - E__ --- , � I:! '! i, 1Y., �_ �e -7 I . -1 - - - 41 - Ili � * * ,_- 7 ,-� 2'r il 5, , 2', 7' =7�7 5_sw Ts�lf .I. � mtrl III, C, ... T. jlb�ff' 156 SiV 4,4� I I __ , I T�, I I T r L , ' "'I ,,, .. .1 4.. I __ -- 11 ji 1 T5, L in � F 'M ��:I� - __ 1� 1: - - I � , rrrrrr I I q i I 2 I --' -,- 1. LL-.1i HKE ii� �i I 1 k 9 I 101 ., 1�14', � l!A�f - - __ZjTji M �Il 2Ekq. . LIIL . L_ , - _I. -, I I , 1, _5 , & - - , � L ;10.6 lill I S �li 14", III 5 _0 � 5 . �7 I � I,l � I. s,i. , - Z, 1 ,_ It r I , , & III , 111111" 1 us" I Ial L � f�ss , , " � - ,__ ____1I_1 i �- '� - I �1_ Ias� - L , .. r , JE s , - - i -, 7"'71,77 M7 ;.4 ' I s 'I' ., F ILLE I , 'of'"Rell As , l �.L, ! _ - � ff, r6is", I, �' A� r _- M_ s- ZC ,.;;l I-, s-Kiz 1- - :_ I,- ,� , . � , �� __ .7.3010RIM . P E� Is _ ilC [ == ": i , is , - � [19 r 2�51 5DII 1>1l%TANCE L_ ,�,_7_ , I �lA 7-EkAl , - _ ___; - s � " T .r r , , �:-�77 rr , . I lill. � T ,III I"" ,I " I . � Z., I `C_ , s LLL - I , gra, � IV' - ' " IMI A., i � I . �1�:.�1000011111A I 1, I� C " ,E� 's j I . �� 11 , ::: , In MR - ----- __ �,77� , , � ss, " .It � T ii � � &� I I I . . . l�s , TS,rL , 7, , [ L I ll,�S-� I,,. I I, TAT',Lj,' 41; 1 ", " -L , L' - T]� ll, C- I '. I _Il`_ I . 1 _�7 Q�-ONVAMII- .. CC--. 7,-r,-'A,-l-i � � �. �l, I -, ,,7,.I , I, j I , � I r uE '! I ...s !L-. I 6 ltC I; � ; g ! _ __ .L:, 4 , 1� ' ViT ... I :�:i� 11 I � 7,�� 14�: . 11�,� J " 1 ., I , I � - 1-U-I.. I �1� I, I I., - .., 31 , �, � ,nCAIW 44 14 1q.-T, t15I - __ -r- 111j, 1�51 I . � '- A,F� '3 � ' s _V _. .., � � , F I-, II, ,]I,,, � 1 11 ..", IF 7F, Eill" 111L, 11.21 - 1, I s�3 I _qr __�, �� Ei. .. A I41II 0, Z 0' TIT T - I . �� , " , ,� C, ! "- " I '��E�: - 5� (177110111111- � , - __ - ii;I�s,* I'll I r �� T ,�, _'�j_�! " � __ _ 2 _ 7 . - -1 4 4, � L � I I , I LL _ , . 4 , r, ,11, , 1,1' 1 ' III A � 'T�:: � C_ i�_ I_- � - � i . � � - - "', -F.FI, 3t rLL K�SOIAC 'IT .1 to - L * *= � ! i- IZT _j7 4-F, tz, L - � � 11 I I 4 5, = 7 -1 [I. s,1 4111 L I& 11 I � -L Mff� �.7� 61 , - � . �191 - P,-,,' �� .�_�__,�_4, � � 1� . - 1 __ "i �i 7 TiF -4i �� , TT7 I - - � I I I ��"Lii - _E7, --ir"", 'I ill T - A a-, I 4.v, 1 T_ 4, 1z 3- La I 3 , , ; �C' E ,�� I III I:, e T� � -,, B A2 164i" ,I K Lf 6, L I � 3 ,- I , 1LL _Zr� . u 1L... � � - ,, .15.10 . I ' - - IT, 71- g4ll` 17,'- - It, IT' , I , Z, 1 z- it 1, 1 , � I . -4 Ii rA__ � _ , g , , ", I A 2 rL 1;� 1, 21� � ' � � � , , - I.. I , I . -1�2,_ Lt 18 -) I .'111 I ,2,t- 1 AAl , "ll. � 5Z, LIWI , K EJC5 MKI, is I , 5r' 16"', s..- [ , � oi� 14. .Lhj . . 41 l 11-1 -3� 1 A` -1 � - I, I- il� -, � ,,I., ,il."..", -I- - I il��_ ,,, A, , ,� �- [AtI , I., j_T I �_A ji, � _- j � , I I J,� -f -4 , liT.s, -Ch�-_, r I L s= --4r�473 ---I _ --- � I 1_3 - 1�,�j2, , -_ , -- lr� yrl ��' *- MM"IL __... - - - � �� _� il . . - I -.W..Vpuu laultallom WREST -I'll Tres (FISF71 __ �. __ - ____ � � ,_ . . 11lill Ill I'll A ,), - I - " - - ;I�WiI7P ,77II�� -- 7�:1�7 1 � 4,-IT7: I; 4IRNME rf". Q M r2l CA I 1; L 41KICT.21 I rl Ll �'A 12�j _4r" l;M A I CT 12 LiC 1�, I : i p, ,. ,r ,,,, as , s I I TA r, " "-" � � , ::, s , , I , 0 E �' - . 2 I �, I � �, AI. M A I ' I ll lia S I 'I '4 1AIJ)" i'Lli" I A I E AIL �_IqL:lj , rA 'Ll I I ,V, Tl IT, C., L 511, 1 iffill J� ill, III, ,,I I d I fl! , � - 1i _, _y _ L - - RLL I , , I IS, 0, I ", ,,, 7.5- � ]I 1. � 5 � ill I I lAx 5XF: , ": , . I - T2 T .. .- - .- . � ISO' 14�7 1I E I g=ml _g , _ 7 7 F , �� I_ " F-I"70I -9'9- ITI ;1�7: " � FA , H�s ' 11 A 2 3, '� __j� 1. � -, I I- IL 6L I 1_-__1___ 76_W � I , L"L! I � E_ �� ,_ �2 5' . � - lo �t Cl' J+7 6 O' -s lit ` Is l 'I"' I C I]' I s . . ' ` I Is j' TA � ! 4 i - � r , lisr Cstai 31 IZ-5, ili,y I-0, 11al-0,1s -,-,, L.- - ,_ -1 ,ij.or 1_1 0 L, l 1 C P X L - Tlst,p L;,FFW Az . i As I riungaulsimb- M_� I 71 .1, "" � IL,isl- uritirr, 13 t%_5?' LIS' ,3 � LLYL I.- V_ LL , 1630" il �, iil 01 i T, 3, 1 i�0' CS - , MATT?, I C 0� I I p;lp I - I ,,,� -- I , - - i 7P 1 ,�i- -_Z� ! ", _ x t 5 has I ll�-` A F'. 1 I ,is V�j�'- ll, � 961, ", is ,I ,s'D it :i --" MAM ___ - � 5L 1� - _ � I TIT 'l ',� I' S LLLL I � % - - lf�' s1l" iirl 1 r, � -- siT- " T� � , , 'C s- s- L, s L : is ii, s, = � V 'r . - ,-- A_'F1 11 AT liul Iinis, -1 �l4� --F, - - 1"�_ - "1- &Z's- '1�, 24" ? - - - 2 "' __ 11". 5 m- I � I � * ...... .4! 11 __ iI; � :,,Fv� av,�: a L , M - M 5 1.6PIll 1311 - A _j�L Z 5' ::,!"��Illi:: 22 5 l, q , � j rix' s, 1 - 7, - - tz 5- 1 � - i Mau , r - - _', , 3EM 1".5, 1� , I T, � 7 Ir, 1,I 9 LLL , .......... , CaS 16A" a"'- 1�7 WI l 5 . � Ao at - I im,--, W -1 � ll I -- Uz mi � . � L - 10.81 tis" A 51, I r7ff- - �!� I l&W TILT' Aq- 4�LV 5 'L&.. 8_5s� I �al, � WCsZ- MIS -ITC. 48 . .... . � l"T I .... _", 15"o . . . . . y .... 9' Sro' ll I Z. A" '� LL Yr" 4 & 1-1-Al �251 . �2,lr` 4 , , 4.0, I � - . " -1 i W 7z �]." 7714 4'7"_gLIlV' .11 V 4T71` 4 & .-iF- , 32- - i" 4��' 4 & . ITT, I , IT ", IT , �, 42�. * ZATR 1z �' A * Vl A r, a 73" 1 � " . , . . .. , 13MENJAMMA3 L K�Cr S(slIE,411E k�-L� TIO-kil- I'MILIMillits CICLIMI'll 1,F99M, VC:7 r�ql., rqLrr'&1Ls`_, MASI Ali AW(WABLE AhIl ___AQ]l MALAITTLIT'll AUCANTAABLI� IWAATI� END FITTESSUIEES MDECAlrbil IN E,FTAN 5NMOLE �Il AI ' 4 eCnITR 04,4�10R SENII �PQVIM 'Allki- FnElswll �U',%Clrtss, TLIF �sllslli,4 �IITITTACII,r,tE = 'IAO IsIllslTE _,ATT ' I, IT ,44TURITAI I ANAZHEIR IF'lPE 551-517- CII W_ M ll�', Is CIA I Lis l h � I I I IA " lC Is uIii,l ON EMY7 TER ANa SEI: I SPAIN GIVI I HAN M- EWAIL ll:l Iritill � ER SIAN Etl rCT `X T"Et 1"PE RAISED Call AlrPACPRI MUNTLINn WmITITCR4 ii= ll"l.sTrirf" rxr-lwiiii � ,., , _dI TT SHEE T � K9 4I)ENTITFIC41IMAJ L� MN04FIn KIN WPEI Ir " IT A Illr, st FITE He R5' A" STU I USE, Ift MLA IJNACTh_)N WITI,, ART Nt,ii- I CCTC,l�l r, Vr-riij;CK �IruilyielC Oil E'TIZ T UTTIs 5 �_s � - ICTalf P.sJ�CM�q,__ _'Iss V�, ._-ls�s:l , . 7- ATUr r'' r A�LAC V t,rilluffols I` rNr:,'.ujsEaII suk=:-n onstAlirsiorsil 4 AIATE-I'�ilE "iLlir I, se up"T"ALLErs M qc,sisl:i�susCf, W ", ��-_-FP-I'uiile'z�, qsWFA1sFE41ATWA4. 5 L, CILT4TIT' 1�"T,I fIQhCj I$ TRU,-T1,1RE ST=kALL,-_0ltF1�)l TO I,M �W %jXR E MrOKIM r-AITHFUIMOE41,411, BE AElL LICTI IN ANCKIR XWOULE ? FIN10411" rAl ilair 4`CAC I LASTANCe MLOCI!�5 5t0i MOAM. EAPOM, ANO ULr,lffiATVT1l,I. llIll'sLIEs .-I L FINTAIII FS �s�A- M UAItTrD TO iI`4' Kill l TIR 5,41ALL 13E Velklfze� 5F ON'HeRs TO -,� - ,TAl*sTCC In,liTuC t�j l�ITOAI rp , ,A T,,rQa , 5 LCTUI r� C�NCRr� 4 E+IlAi I , 'Ff) HLEETC 'll CE FrAlls - -RA, I, ,- -1E ON _ " _ , IN ; -I- ,1TCTCF Ill I34, 71l ,_CW`R_r Ly - - - FITAT41K - I - --EP-1 �T$11INGS7TEKiTisi FAAC-1. .,krls,T`I COPIDMM', AM VITIRY, r "I -1 Tj_1 Thor Fss�MW_IYI liE& -1FqT0AGltQJ ATIF 010"El FRIMPEE 11FMr5ElS, NUT FILIMIrEQ E, ph�TCMMNTI T� 91YAKICE-, I ACC�I,Akk lWILY, FCV TIEVE UNCISUP EI PIl I [I tol-eist avoirRi CAsus il CNIRP ITIpEll" FilloTTETIER 5hAll.l. BE I�Ty,'�Ail FQ IN � ,"'l ,T,CT_,TIF!57QD f;Ejj CENTER OFWMIM 7 X 4' filgIlLYINWO STUD JE!," 11PLE LWAIECTFU &LICEPTAIELF Eili'"ITT"TA-x) FW41ING1, WIDMIpTuITYEHALL QRF `5OX)THEIRN FIIIIE� 11'04E5 ")EI ICEEAIEER DEA6lT'T lj`r3 SCII �sl,',Lf-Wr 11ALIJI 11) OR H15" 51 - N AN 14I K HI T � kWsFA-r-L- ATTOFvsrs� IRE DOWALIT ktisjC�tL411, ALL PCIIAT, L,'�,CAET,�er is Flsw�S rll��fNs i 2 LI'll-.111 Ke _�REWV_v -_-40AA. HAVI� V_Z' WhILTU I LA Ts] arviCHI'lo' Oi lispeAr il, 5 Is-, ist I'+ STICLY, AnlisCIF f1i MAr "Ave �17K`IF` A "Aft I-a,A]TI "'AuslAc Hlssdnl� M vow'sill stso Isys�nilsi,�, 5 AT ,T,I III, Ko'll'IETM a4INERAVIFE Art], ll- WMIRCE F1<00E5 S-TlsC(C� ' T. LTT HER CIA' I , 1-1 It, I A� W MqsW I I ANIC"Ok WWMIONG v0HIC47-1 AAF NII ArMeE A Al It I 1 T9 I I , , � 4l D, ,sF-_T Csous', vIss Cx; r_'u� - ,III A, T 1 CITLICL�Vlh[ Is Isis, "ClK MTi�. � �a L5s as� 'I" IFIACt C l d T4 �jrjjl '5'iiC_7EILl�j�� It .1 - - ri�L J�� :LT j,[ I I'll TiT5 I�j fe 5 , FT Ill * ! 1-4 � "I I � 1 20-31543 s' V 0 v�IMMMMI - I - � ' I ., 7,I, JUL 4 2023 - 1-i- "L , - 6_1__ [� JUL 4 2123 1 � I , ��N, � i dI__1 I . � �� - \1 ��L All t nc �� , p �, Virtual Review Assi t. Inc. I vie d A �ov� � plans Review completed nd app�iove ! ' , 0� �j � n . IvIo for compliance Ill the . . 2402 FBC 7t ition , . , 1 " N , � �, I WA Big r ol", "1001 W .5 g `At,� I, ,� F I E, CA Q , > Is 81 L , 11 '5211, 1; 1 44 , I _0 : �� , ;x 5 a I " 111 I AIW� I 1W L ��,) �! C I A " -, - � 0 z < I,, 1'r T s I Lu sl� j 2i Ill , A � I � =� I = 7 - * 11 I th 5 15 if.; 8_1 - t, I de W " 3�r_ 21 r�_l nl,) Anne Klah HUM � I: I I I ; I i Cn 1, I -i--j L. ,-, r (D I ca-) _P__j +--a W ME3 M > I 0 L_ (/) C:)- < a) -4--i C-) = :3 -0 (10 0 L_ 0- 0 a) 0 L. U) M " �: � M , � =3 11 LLJ � � < z , .1! I � z < l� , 'I - , � vi � � I I M SHEET NO. � � I IS H 'l ,511IIIIIIIIIIIIIIII 1 FOLD UP WEATHER RESISTWE BARR-JER: UVEATHERRESIS"i VE 7 WINDOW UNIT _AR FLASHIP410 RE'U"UREMENTS TEMPORARILY SECURE 3 RIER i I WEATHER ............ DOOR R(N JG11 OPF N I T41-1 SLOPE 0.3 in: 12,0 in R703,1 General. Exterior walls shall provide the bUitding with a weather -resistant exterior wall envelope. The exterior wall envelope shall > 8ARRfER WOOD FRAME CONST13- include flashing as described in Section R703.4. (0.6 cm cin" TAPE EXTERIOR SFLFADHERE- BEAD OF CONST R 1 hk SHEATHING BY LAPPIING DOWN �DHESIVE 'To BE. APP? �E[� U NDET3 SELF�ADHERED FLASHING 0 21 THRESHOLD OF D01014AND gv-�FR Rio JOIST Arn) u�' (D o W�LII RYG IN RETURNUIPJAM1146" U, D -3 IN R703. 1.1 Water resistance, The exte vvall envelope shall be designed and constructed in a manner that prevents the cc mutation of water a. EXTERIOR C co NAIL SPAND OREMIAT. VTE,,TfHI_H Cr-IoT_ F!Nj� within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of (D CD PW F CAULK!Nir Wr_ draining to the exterior water that penetrates the exterior cladding, C: PAPER ca AFEATHIER SELF-ADHEFI FLASHING BUILDING C'a RESISITIVE > RAPRICR SEAL X),11PIS (,'IF JOISTA WIRE LATH R703=2 water -resistive barrier. One layer of No, 15 asphalt felt, free frorri holes and breaks, complying with ASTM D226 for Type 1 felt or other C 2 (D UNDER 13EX",KING _4 0 0- 0 ON approved water -resistive barder shall be applied over studs or sheathing of all exterior walls No� 15 asphalt felt shall be applied horizontally, f,A![. O1P0_7_ 1SEE DF 0 II-,13E.4 F-AIDIIERED FLAE4111NG with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shai�l be lapped not less than 6 inches, Other co JJAI -resistive barrier manufacturer's installation Instructions. The No.15 asphalt approved materials shall be installed in accordance with the water 0 0 HEAD FLASHING TIE-fN INSTRUXTiONS: felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building IL (1) C) 1, Cut, fold up & temporarily secure weather appendages in a manner to meet the requirements of the exterior wah envelope as described in Section R703,1 Cn 0 resistive bartieralbove header to allow,'or THESE DETAILS ARE GENERIC AND flashirlig installation :E CZ U) MEANTTO SHOW GENERAL FLASHING Z Self -adhered flashing plus head flashing under R(103�7 3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based AND WATERPROOFING METHODS TO weather resistive barrier sheath'Mg, shall include a water -resistive vapor -permeable barrier with a performance at least eq6valent to two layers of Grade D paper. The 1 Fold weather resistive earner back over hea- U1 A Ld I BE USED,, ;( , 2 2 1 + (2) individual layers shall be Installed independently such that each layer provides a separate con'tinuous plane and any flashing (installed in flashing and seal with tape accordance with Section R703.4) intended to drain to the water- resistive barrier is directed between the layers- S SELF -ADHERED FLASHING Scale: 1`41's SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED W'INDOW Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISIDIvE BARRIER W P 01 1 EXTERIOR DOOR WITH DECK - SECTION A WP02 CEMT_ FINIISH SILL,I' POTSHELF/ CHIFANEY SHOULDER WP03 equal to or greater than that of 60-minute Grade D paper and is separated from 'the stucco by an Intervening, EXTEAV)R SHE'AI"IfflI MECHANICALLYFASTEN �F RUBSERIZED ASPHALT substantially nonwarter-absording layer or designed drainage space. 1rL4`-V':FTFAD OF C(IPISTP- NEEDED IN CORNERS RLIBRERDEED ADHESIVE EXTERIORSHEA1HING p THROUGH SELF -ADHERED ASPHALTADHESIVE ADHELSIV�: TO BE A� PLIED LINDER — ------ """X 0413 H -Z R703.4 Flashing. Approved metal flashing, vinyl flashing. self -adhered membranes and mechanically attached flexible flashing shall be applied FLASIIIIING J EAD R�ASHING �OF [X)OR AND RETURN SEE shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant, Fluid -applied membranes 5,MB (P' i, PaWD NAIL BWAND LANGL E E, VIVIINOMAV UP'T" PLASTER CAULK (SEE DIF TM used as flashingshall be applied in accordance with the manufacturers instructions. All flashing shall be applied in a manner to prevent the 12 MIlL DP1(0,)V CM0 - MASONRY SLOCK OR EZ(`)U),'1L_ WEATHI:P PROOF R4,- REFER TOTECHNICAL EXTREME %, SCORED entry of water into the wall cavity or penetration of water to the building structural frarning cornponents. R E L EASE PAPE P WG_ LETIfERONCHEMiCAL —4 - ___ J VNNDOW COMPATIBILITY Self -adhered membranes used as flashing shall complywith AAMA 711. Ali exterior fenestration products shall be sealed at the juncture with 4", FASTENER ME the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25, Grade N$ or great !r for proper joint expansion and ,S e 1) SEALANT AT �,A�',, 14 R E r) FLA SrH I SG 1`11 EASL PA F1 k R r EKPGSL� x 4) SEALANTJOIi WrINIX"vi BUCX R,) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate forthe type of sealant. Fluid -applied mernbranes used as INT ON TS � DIE EDE1C,� Si,Psor,iiry \/ERTICA" LY RE- Nk VON[ADW BUCK .............. flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish- Approved flashing$ x 01 t PIE $i KA (i 5) " r shall be installed at the following locations- -3 - N ANT FROM n z:-- WINDOW FRAME: 4 T"JI WUNDO,�,VRUCK SEr_rION-A,D3EEDET4d1 WPi)2)-, ACROSSWINECWBUCK NT4019i� 2T SEAU) et�� - INSIC)EATiGE. OF -00 D To 1 1. Exterior window and door openings.. Flashing at exte 'or window and door openings shall extend to the surface of the exterior wall AND EXTEN WINDOW FHANEW, N4ASONRY NZ, A T TAC H rz LOT finish or to the water -resistive barrier complying with Section 703.2 for slubseque t drainage. Mechanically attached flexible flashin:gs S DINERED FLASHING shall comply with AAMA 712 Flashing at exterior window and door openings shall be in accordance with one or niorer of the 'ODE PER C REQUIRrOviE Ti S 6) TC-10LUD SEALANT (2) foflowing� BEAD FIRIDGING L L CLADDING AND WIND(p 5-1 11 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration --A 5EL]F DHEREDFLASH F HUAM E 3 3) SEALAN !WINDOO FRAME I' IING - T� T, I I rJG LAN P EL- -4 manufacturer's instructions, in acrordance with the flashing manufacturers instructions. Where flashing instructions or details are 4 WINDOW GOCK A-11L THV YbW AXIOUND, N1XUD4NG.1:',R_L not provided, pan flashing shall be installed at the sill of exterior window and door openings,. Pan fla5hing shall be sealed or 0 0 0.) 7 F LAS H OV E R 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 UNDER DECKING SOT T(`m4 SAILING 2) drainage, Openings using pan flashing shall incorporate flashing or protection at the head and sides- .2) SEAL T0PS,(.)F i01STS (SEE DET, 7 FLANGE 1 �2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1,,3� In accordance with other approved methods. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF-ADHE-RED FLASHING 1A In accordance with FMAIAAMA 1 00� FII AAPAA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMAIAAMA/WDMA, 400, FENES, RATION INSTALLATION AND INTERFACE HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK WIr"T5: INSIDE CORNER WP06 2� 2,At the intersection of chimneys or other masonry construct -on with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or tretal copings and sills, 4. 4.Confinuously above all projecting wriod trim. .. ...... ... S"HEATHING 5, 5,Wbere exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction- ...... & 6,At walI and roof intersections, Water Resistant San Tim- 7,7.At buift-in gutters, 711 --- 711 Lath AMI SILL AND HEAD DETAIL 0 .1 a -11 � ED APPROVED SHEATHING -SELF JA E R F . ... ... ... ... a 0", THESE DETA!LS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED;1HOUSEWRAP PATCH 2 Stucco STPLICTALArD TVITIN TRACK 25 7 _6 - FLASHING AND WATERPROOFING METHODS TO BE USED. CEMENI PILARTER __4 > T JUL 14 261 INF IFIR OVED F L AS'� 4413 'r o%rr:: 4 DOUBLE `V` SEALANT S01�',K]E'T " �Vfffl JC��ST 718- Cement Plaster Tbor ii� 3 � -danoe with 7Z'Cement id i Id I lit 1) APP RVfi�,[) 1!E,4Q.AN --SINGLE / l 0) 7 WDOCOBEAM ITT accoi P JOIST BELOVV SEL;-ADHERED FLASHING F .ndat�on viao ASTMC926 in accordance Wl S -AD14ERED Nci E LF FLASH] ASIMC926 Virtual Re w Assist, 11C. A Felt backed metal A& PlansReviewco pleNdanda ed (2) -W lathe in accordance F it bp 31, MN 6ie with he 2020 FEIC 7th Edition 4 withASTMC1063 SELF -ADHERED SELF -ADHERED �Wra An e Ktahr PX2300 FLASHING FLASHING W BuIlding Paper 2) Building Paper, sheathing 'ELF SCS 06 02 WINDOW FIN: INTERFACE wrn-i SELF-ADHIERED FLASHING S , -ADHERED FLASHING, sheathing Metal FOUNDATION WEEP SCREED EXTRUDED SHOULDER DECK JOIST W 0 7 01_�TSIDE CORNER WP08: WP09 Flashing _7� WeeD Sc�eecl t D F11 A Instalfed As Per 1 A 2x FRAMEWALL—�. Manufact. Specs, A SELF ANERED FLASHIII114(.1 (SAF� Bottom of cauk bottom U_` ETA I L Pr[.AbP� VVIFT6 F� Maintain /J1 Q.) SELF-ADHEREr S H I N G' I ,,, , 11, 11� PRODUCTSr Tit E FINISH 8,T TPE1 OF SAIF LEGEND Stampede or similar, F- DRAJ NA.Gf _' P i� AN E 1 r IVVEA r H E"RI IS FESI S- 1A1W Weep Screed joint only BARRIER (WFIB), X 1 1121, to 2*' 'WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO BOND, r3f,0'LJNKVVR6 RRIIN'G. �SF) LA-TI-I ep Scre�ed ELF FU Above Roof We irl� AS 1. ER ACCE` SSORY installed! As Per PER THE FBC RESIDENTIAL 7TH EDITION (2020) L Shealhing i 1 L )OD, DE, < S& LAI'll I - k Manufact Specs SFTE,�44THING, *;B', P Nlr r ot 1'41' PER PLAN X, I -- 1- - - WRAP D P VVR B 0 N1 T G Detail Instructions 5 I`-01" PER PLAN 112" Cementrtious T, rHE VER1 ICAL -.1- - 0 Refer to the number marked as U RFAC E TO 7 CP OF Cement Plaster — in each detail that corresponds to the 00 �5 Decorative F'inish ;L �A'N7 AR A'P AJR numbered items in the list of instructions Delow� in accordance �,IAPIIRIOTR with ASTMI -4 n All inside and SL 0,pE_,_____ overwood 2nd 1 Installself-adhered flashing in order asshown by number's T2" INCH rl ANGE lutside comerr Will 8"CMU floor 2 Install flashing and weather res�stive barrier to form wat�er shedding need to be miter laps 4" OR 81, CMU �,4 cut and caulked all ILI. (PER SEAT DEPTH) butt joints need to I Seff adhered flashing can be substliturted for building � aper S;TRU(ITURAL FRAMING p _3 Z becaulked using -7 4� Split thP, release papErLls�ng the ripcotd (Split release on demand, de or Sim,, FILL WITH GROUT-,, Starripa ernbedded in the adhesive layer) - for ease of installation and to caulk for all ILI OF 0 -3,0& W Lu PLAEsTER STOP NATUF,4,,AL EIIRRJKA(�F, GTf -IP OF mirTirnize scoring cuts 5. Rlernove all release paper, per standard installation instructions and 1 ;E PLANE ViRE, `-ONTTN:� QUS BAi Kr LU BOND BRE AK'TVR5 X C� adhere to substrate using a square piece of flashing material (6" x 6" ROD & SE44LANT Minimum) 4 AM AIL SLOPED MUD BED — -77 _J & Fo�d as shown by arrows W uJ 7. Angle of corner may vaty, adjust folding afthe flashing accordingly to v fit tight to corner VINYL SHOWER PAN J__ 4 Note: 8. Mechanically fasten as necessary The building paper and meta] lath must be installed over the top of the weep screed. P-It 41 Cement < r 4 Plaste C"C"FINTINU(M TA BACKER ROD ir block OVE "I St floor MAN Z FiNISH < a_ SHEET NO. SHOWER SEAT SOFFITICANTILEVER WEEP SCREED DETAIL WP 11 wplu SCALE: NOT *TO SCALE W U STUCCO ON FRAME - 7/8" SHINGLE WATER RESISTIVE BARRIER WEEP SCREED ROOF UNDERLAYMENT TO ROOF SHEATHING TAPE EDGE OF HEAD WALL FLASHING 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH WALL SHEATHING PER WEEP SCREED FLASHING TURN 3" UP WALL 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND PER PLAN TAPE EDGE OF HEAD STUCCO ON FRAME - 7/8" 3-COAT SAND WALL FLASHING FINISH STUCCO ON SELF FURRING LATH ON FIBER CEMENT SIDING 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING PER ELEVATIONS COMPLYING WITH ASTM E2556, TYPE 1 (TYP) ASTM E2556, TYPE 1 (TYP) PER ELEVATIONS WALL SHEATHING PER PLAN--- WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN SHINGLE WATER co SHINGLE WATER SHINGLE WATER 00 RESISTIVE BARRIER RESISTIVE BARRIER RESISTIVE BARRIER OVER FLASHING OVER WEEP SCREED OVER FLASHING TAPE EDGE OF COUNTER TAPE EDGE OF COUNTER STARTER STRIP FLASHING FLASHING 00 CONT SELF ADHERED STARTER STRIP WEEP SCREED CONT SELF ADHERED FLASHING TURN 3" UP WALL COUNTER FLASHING COUNTER FLASHING 18 GA HEAD WALL FLASHING CONT SELF ADHERED CONT SELF ADHERED TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL---, FLASHING TURN 3" UP WALL UNDERLAYMENT UNDERLAYMENT z z SHINGLE PER SPECS SHINGLE PER SPECS SHINGLE ROOF PER SPECS,co STEP FLASHING TO SHINGLE ROOF PER SPECS00 STEP FLASHING TO EXTEND MIN 8" BEYOND ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND TURN UP WALL MIN 8" TURN UP WALL MIN 8" UNDERLAYMENT UNDERLAYMENT z ROOF UNDERLAYMENT TO - ROOF SHEATHING ROOF UNDERLAYMENT TO00 TURN UP WALL MIN 8" PER PLAN TURN UP WALL MIN ROOF SHEATHING ROOF SHEATHING PER PLAN PER PLAN 6" 6" NOTE: ALL LATH AND LATH ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL RAKE WALL HEAD WALL _ ROOF TO WALL - SHINGLE TO STUCCO WP12 - ROOFTO WALL - SHINGLE TO SIDING 3 -1 -0 , TAPE EDGE OF HEAD _ STUCCO ON FRAME - 7/8" 3-COAT SAND WALL FLASHING FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING COMPLYING WITH ASTM E2556, TYPE 1 (TYP) FIBER CEMENT SIDING PER ELEVATIONS PER ELEVATIONS TAPE EDGE OF RAKE TAPE EDGE OF RAKE WALL FLASHING WALL FLASHING WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN SHINGLE WATER SHINGLE WATER SHINGLE WATER RESISTIVE RESISTIVE BARRIER RESISTIVE BARRIER BARRIER OVER WEEP SCREED OVER FLASHING MIN 8"— OVER FLASHING MIN 00 WEEP SCREED °D STARTER STRIP- 00 STARTER STRIP—�� RAKE ALL STEP FLASHING TO RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND EXTEND MIN 8" BEYOND UNDERLAYMENT HEAD WALL TRIM FLASHING UNDERLAYMENT TO EXTEND MIN 8" BEYOND FIELD BEND PANEL UP 1 1/2" UNDERLAYMENT FIELD BEND PANEL UP 1 1/2"—� CONT BUTYL TAPE SEALANT PER CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION FLASHING TURN 3" UP WALL---_ MANUFACTURER INSTALLATION INSTRUCTIONS CONT BUTYL TAPE SEALANT PER INSTRUCTIONS Z' CLOSURE MANUFACTURER INSTALLATION _ _ Z' CLOSURE 00 INSTRUCTIONS 00 STANDING SEAM METAL 00 STANDING SEAM METAL ROOF PER SPECS Z' CLOSURE ROOF PER SPECS ROOF UNDERLAYMENT TO STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF PER SPECS TURN UP WALL MIN ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"-- ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING NOTE: PER PLAN PER PLAN PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL FLASHING TURN 3" UP WALL- -RESISTANT MATERIAL HEAD WALL RAKE WALL HEAD WALL _ ROOF TO WALL - STANDING SEAM ROOF TO STUCCO V�/P14 - ROOFTO WALL - STANDING SEAM ROOF TO SIDIN 3 -1 -0 , PLAN 00 WALL NOTE: ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL W " 3"=1'-0" TAPE EDGE OF HEAD WALL FLASHING FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND COMPLYING WITH ASTM E2556, TYPE 1 (TYP) SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED EXTEND MIN 8" BEYOND CONT SELF ADHERED HEAD WALL TRIM FLASHING TO FLASHING TURN 3" UP WALL CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" STANDING SEAM METAL ROOF SHEATHING PER PLAN to FLASHING REQUIREMENTS � R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A N WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE � SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. � j � U R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED � AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER CD� O 2 WITHIN THE WALL ASSEMBLY BY PROVIDING AWATER-RESISTANT BARRIER BEHIND THE � Ca EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO Cf) � THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. (U Cu U) R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF N0.15 ASPHALT FELT, FREE FROM O � O O (DHOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED EL � ?� WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O O _O LL EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE Cu O co UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE S2 '10 � O O o 00 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES, OTHER APPROVED tN � � Q MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE !E � O CZ CD BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE N0.15 ASPHALT FELT �— -0 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 AWATER-RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER � PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN 00 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE rrBARRIER 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 6 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 � WP 13 SELF -ADHERED DMEMBRANES 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 SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 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 4' 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. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A °p 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 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. RAKE WALL 7.7 AT BUILT-IN GUTTERS. W P 15 THESE FLAS DETAILS G AND WATERPROOFING METHODS O BEUSED. GENERAL Plans for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 (D v cn I 0 O O � ^^ U) L Q Z Z Q J SHEET NO. WP 2.0 -T---1T.---F -T---TI.I- NOTE: ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL W " 3"=1'-0" TAPE EDGE OF HEAD WALL FLASHING FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND COMPLYING WITH ASTM E2556, TYPE 1 (TYP) SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED EXTEND MIN 8" BEYOND CONT SELF ADHERED HEAD WALL TRIM FLASHING TO FLASHING TURN 3" UP WALL CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" STANDING SEAM METAL ROOF SHEATHING PER PLAN to FLASHING REQUIREMENTS � R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A N WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE � SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. � j � U R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED � AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER CD� O 2 WITHIN THE WALL ASSEMBLY BY PROVIDING AWATER-RESISTANT BARRIER BEHIND THE � Ca EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO Cf) � THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. (U Cu U) R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF N0.15 ASPHALT FELT, FREE FROM O � O O (DHOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED EL � ?� WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O O _O LL EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE Cu O co UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE S2 '10 � O O o 00 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES, OTHER APPROVED tN � � Q MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE !E � O CZ CD BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE N0.15 ASPHALT FELT �— -0 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 AWATER-RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER � PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN 00 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE rrBARRIER 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 6 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 � WP 13 SELF -ADHERED DMEMBRANES 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 SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 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 4' 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. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A °p 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 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. RAKE WALL 7.7 AT BUILT-IN GUTTERS. W P 15 THESE FLAS DETAILS G AND WATERPROOFING METHODS O BEUSED. GENERAL Plans for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 (D v cn I 0 O O � ^^ U) L Q Z Z Q J SHEET NO. WP 2.0 -T---1T.---F -T---TI.I- -T---1T.---F -T---TI.I- 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 PLAN 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 icilBlQi]� 3"=1'-0" 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 1LOCKING COUNTER FLASHING 00 PAN FLASHING 6" MIN ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"---- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS V '- 2X NAILER SECURELY FASTENED TO DECK — ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL Ag HEAD WALL IGLE ROOF PER SPECS ERLAYMENT SHINGLE OVER 'EDGE F SHEATHING PLAN 'EDGE SUB FASCIA ADHERED WRB TO IGLE OVER WRB ON L BELOW VIINUM BRAKE METAL WRAP T BACKER ROD SEALANT DCO'J' MOULDING D OFF BRAKE METAL OIN :CO ON FRAME - 7/8" )AT SAND FINISH STUCCO 'ELF FURRING LATH ON 2- --RS OF WATER RESISTIVE BIER COMPLYING WITH A E2556, TYPE 1 (TYP) L SHEATHING PER PLAN RAKE WALL WP16 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:" ROOF SHEATHING PER PLAN 3"= 1 1 -011 HEAD WALL WALL SHEATHING PER FIBER CEMENT SIDING PER ELEVATIONS SHINGLE WATER RESISTIVE BARRIER OVER FLASHING - STARTER STRIP HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING PAN FLASHING 6" 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 PER PLAN---------,- rn 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. R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT 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 SELF -ADHERED MEMBRANES COMPONENTS. S USED 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 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. 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 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. JUL 14 2023 Virtual Review Assist, IV Plans Review completed and approved qir compliance with the 2020 FBC 7th Edition by Debra Anne Klahr FX2300 -4--1 N to CO > a--� �--� 0O OL Q CU j O C 0 O O U— >O .� f/) CO i Q' L 0_ w ,0- * a- I— —0.- Cl) Q 9 c6 0 s_ CL CL Q U 0 ^L L..L MCU W I SHEET NO. WR2.1