Loading...
HomeMy WebLinkAbout6481 Back Forty Lpr ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV ABOVE MLDG -MOULDING VERSION DESCRIPTION OF CHANGES SHT NO: TITLE - AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING THE FOLLOWING TECHNICAL CODES SHALL APPLY: 1.0 PLAN REVISIONS CS COVER SHEET AHU - AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN N A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING , MECHANICAL, FUEL GAS, 2.0 PLAN REVISIONS A2 1ST AND 2ND FLOOR PLAN A N ALUM -ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 00 3.0 TRUSS CONNECTOR REVISION A3 STAIR DETAILS �, AT - ALUMINUM THRESHOLD OC - ON CENTER AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A4 FRAMING PLANS A AVG -AVERAGE 1. TANK TYPE WATER CLOSET VOLUME 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A5 EXTERIOR ELEVATIONS & ROOF PLAN �' �n OPNG - OPENING A6.1 1ST FLOOR ELECTRICAL PLAN `V° 00 BFE -BASE FLOOD ELEVATION OPP -OPPOSITE BM -BEAM OPT - OPTIONAL 1.6 GALLONS 5.0 ADDING K, L & M ELEVATIONS A6.2 2ND FLOOR ELECTRICAL PLAN BLK -BLOCK OH - OVER HANG 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX SNO STRUCTURAL NOTES r` 2. WATER -FLOW RATE. SN1 STRUCTURAL NOTES BLDG -BUILDING OH CABS- OVERHEAD CABS PUBLIC FACILITIES LAV 0.5 G.P.M. Y� 4 ¢ BRD -BOARD PNT - PAINT FINISH c7 " z ` BRG -BEARING PTD -PAINTED PRIVATE FACILITIES u4V 2.2 G.P.M. S3 FOUNDATION DETAILSE�� BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. S4 FRAME WALL DETAILSS5 STRUCTURAL DETAILS ' O BUC - BUILT UP COLUMN PERF -PERFORATED Oil �� CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES S6 WALL SECTION DETAILS CD -CONSTRUCTION DOCUMENTS PLYWD -PLYWOOD TO BE CPVC SS RETRO FIT DETAILS ®' _ CLG - CEILING PKT -POCKET ST STAIR DETAILS w CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO S1 l PRECAST DETAILS ` CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S12 PRECAST DETAILS Q CL - CENTERLINE PSI - POUNDS PER SQUARE PA 1.0 PRODUCT APPROVAL COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA 1.1 PRODUCT APPROVAL CONC - CONCRETE PB - PUSH BUTTON CODE PA 1.2 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA 1.3 PRODUCT APPROVAL CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES to o LO CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 PA 1.4 PRODUCT APPROVAL > o 0 0 CTR -CENTER REQD - REQUIRED PA 1.5 PRODUCT APPROVAL p M 6 CJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 SH 1.0 HURRICANE SHUTTERS M 5 M DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.1 HURRICANE SHUTTERS to �% -0-0- - 2 o, D A - DIAMETER RS -ROUGH SAWN ? o w u o M SC - SOLID CORE [:)GUARDRAILS - CHAP. 3 SH 1.2 HURRICANE SHUTTERS a DIM - DIMENSION SCP -SCUPPER DISCON -DISCONNECT Q SH 1.3 HURRICANE SHUTTERS pug o ¢ SCRN -SCREEN STAIRS - CHAP. 3 SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS .N w D-' c DW - DISHWASHER SIM - SIMILAR WP 1.0 WATERPROOFING DETAILS i 000 E � DR -DOOR SHLVS -SHELVES Q CHIMNEY & FIREPLACE F0 y DBL -DOUBLE S/R - SHELF & ROD CHAP. 10 WP 2.0 WATERPROOFING DETAILS � a _ DWG -DRAWING SH -SINGLE HUNG WINDOW WP 2.1 WATERPROOFING DETAILS EA -EACH SGD - SLIDING GLASS DOOR Q EGRESS WINDOWS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV -ELEVATOR SQ FT - SQUARE FEET EQ -EQUAL SQ IN - SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED EQUP - EQUIPMENT STD -STANDARD BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EXP JT - EXPANSION JOINT STL -STEEL GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE EXT - EXTERIOR STRUCT -STRUCTURAL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FG - FIXED GLASS TOC - TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR - FLOOR TP - TOILET PAPER HOLDER FLOUR -FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS Ld FR DR - FRENCH DOOR VAC -VACUUM W _1 x a z x GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR U W ° ¢ o ¢ ¢ o ° o ( ) �. ocn0 WW9z oomZD 2 GA -GAUGE VERT - VERTICAL TO BE TEMPERED GLASS. SECTION R308 Q Q U < o o - z x LL o z 2 o o � ¢ � GB -GRAB BAR VIF -VERIFY IN FIELD _ GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF O O a> z Y o Z z LL o w o GLS -GLASS V -VOLT to z ¢oW ���-�YOQQ ¢ DIMENSIONING:IL �¢<- wz� V�o. GWB - GYPSUM WALL BOARD WC - WATER CLOSET O ¢ 0 0 0 ¢ Q w GYPBRD - GYPSUM BOARD WH - WATER HEATER A. DIMENSIONS INDICATED ARE TO:LL HD - HEAD WL - WIND LOAD A.1. CMU WALL: OUTSIDE FACE OF WALL HVAC - HEATING, VENTILATING, AIR CONDITIONING WP -WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. O HC -HANDICAP WDW -WINDOW FURRING\ O INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD z 04 INT - INTERIOR WD - WOOD W LVL - LAMINATED VENEER LUMBER A.4. WINDOW OPENINGS: O LT - LAUNDRY TUB A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MAX - MAXIMUM A.5. DOOR OPENINGS: MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING 0 F. M O MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING Q (n co � MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED L MC 11, L - MEDICINE CABINET - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR W V MIN - MINIMUM FRAME Q QLO A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER 1-- 0 a (,ry OF DOOR It a- V-- A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH Q >- Q00 SURFACE TO FINISH SURFACE z U SYMBOLLEGEND: A.6.1.EXAMPLE: 3-0 CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER' z3: B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND WuJ = STAIR CALL OUT HEIGHT OF SHEET NUMBER PLUMB. J �O STEP DOWN 1 C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: INT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES IT FOOTING CALL OUT - STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS O = SEESCHEDULE FOOTING CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR SCHEDULE ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS 1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - A9 ELEV NUMBER ARROW SHOWS UNLESS OTHERWISE NOTED PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE JUL Z 1 �023. �q = OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED SCHEDULE ELEVATION MARKER Al SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE I 1 <---ELEV NUMBER 4SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER CALL OUT -SEE SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LEDGER SCHEDULE 4 A15 2 COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE 3 ARROW SHOWS LOCATION OF CUT DRAWINGS. DIRECTION OF VIEW 1 ' Virtual Review Assist. Inc. rove MULTI VIEW INTERIOR SECTION Plans Review completed and approved ELEVATION MARKER MARKER fiance with the 2020 FBC 7th Edi ions for camp �. by Debra Anne l�tahr PX2300CD 0 0 0 0 0 0 N N N N N N O a O N N N I O O � CD O i Z 0 N w i d' L6 O i CT >- CO Z ~ ¢Z W LE N O ��-+ w 000 III owl Z a�a LENNAR TAMPA DIVISION L-n = =W �M Ln o' 0 4600 W CYPRESS ST, SUITE 200 �" �Mcn TAMPA FL 33607 NOTICE TO BUILDER &ALL SUBCONTRACTORS • • LO 2 p ZWO IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE z V aZ"" BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING 813.574.5700 LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT z HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O O (� J SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE W NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE Q DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION C S W FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THEuj r INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE N DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK LAST PLOT DATE CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE May 8, 2023 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND Z 2551 O APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/AC1224-3R 0 = FILLED CELL W/(1) #5 VERTICAL W = 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 m= 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 2D 1-1/2" DP X 8" WIDE RECESS 3D 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE SINK - KITCHEN REF WASHER 8� W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL 14 (3) BUC W/ HTT4 ON BOTTOM C FOOTING LEGEND TAG TYPE SIZE REINFORCING OAj THICKEN EDGE 8" x 8" DP (1) #5 CONT. C MONO FTG 20" x 20" DP (3) #5s CONT. O PAD 24" SO x 16" DP #5s 6" O.C. EA. WAY C MONO FTG 16" x 12" DP (2) #5s CONT. JUL 2 1 /r- f Virtual Review Assist, Inc. Plans Review completed and apprt for compliance with the 2020 FBC 7th by Debra Anne Klahr PX2300 FOUNDATION PLAN (ELEVATION B 1 /411 = 1 1_011 M N O N O LO AU LO o 00 of as �� °may$ z W 6f 3 _ t O p ` W o` p z a 0 0LN F O W L L.pq 0 cM ' ai M W 5 (n V OO. u a -0-0- d M A � E •= 2- 2 Y/ O 2 o 00 � o Q •V) 0 sU0° U W QN C 7N V o Ec" V ^ 0 a UrLLI p LLl Uj W O F- W L W J W 2, O 1xOjgJQp¢W¢LLVOL0LJO Q Q t— V Q0JZ__ dw HQ H woZZ�() �n�Uw-� W i- w OoCLwQ� Z U KJZ �- gYZ2Q �J�< Q LL OW oQ o 0 oQ �Q� O O Z W U) ti 0 Q U) M 1—�CLM 00 Z U W W J O O 023 : I I ed I I ditionLO N N N N N N O O O O O O O 00 0 p N CD N N O I i Z O N LO Lo W > O r N M 4 6 (O I 00 ♦/'� Z� V, Q Z W O +� O W U 000 UU� Lo O Z)Zj ow— Z ono aWa W W mw ~ L r) (� N Zoo J- QLU ? D Q zW0 O Q U izLL z -z U � 0 O F— m Q z Z W W J O LAST PLOT DATE . May 8, 2023 z O J MONO FOUNDATION PLAN B 14'-4" 42"X42" AC PAD, SEE SHEET SN1 FOR AC UNIT HOLD DOWN LO 5068 SGD 30'-0" OVERALL 10'-4" 5'-4" io 30'-0" 1. 2'-10" 24'-4" 2'-10" _ 3 1/2" (2)2X6 HEADER 2=_0= lit SEE M/S6 - TYP. - SH 25 SH 25 2ND FLOOR SH 25 ' 0000 HD AT 6'-8" HD AT 7'-3" WINDOWS D AT 7'-3 ^_. EGRESSHB EGRESS - - d EGRESS 00 BEDROOM #2 GREAT ROOM 10'-0° x 12'-4° °° ' 8'-8" CLG 8'-8" CLG <V 7 5/8" r 16'-0 1/4" 6-10 112" 101, 0 6 5-0„ 7 5/8" V(2) BF 6" WALL3) STUD 2x8 �OLUMN HEADER BELOW-N _ _ c'��d' SEE Q/S 00 R&S (DISH N 12'-10 5/8" 11 9'-2 1/4' r T-7" 2' 2" _I 2X4 KNEE co WALL, TOP IF u AT 34 1/2" G ff KITCHEN u u 8'-8" CLG = C w ���BATH u II O (D 8'-8" CLG DINIIN$G ROOM o u u o z U) t° C� FP 00 u u RANGE ii W/HOOD C C (I N io II III i - J 1�` N - 64 M J N C)_ TN !� 0 2 NLO ; 7 5/8" 0 6 WALL c'p 2'-3 1/2" " LO 0 � p 3'-4 1/2" 6'-3 1 /2" M '-3 7/8" 8 -8 1 /2 6d' 5'-3 3/4" 7 5/8 = O PLUMBING—.-`1 PANTRY A3 STACK WALL N 6'-7" REF Ln 5 1/8„ B.U.C. 4 16 N 3 G 4" INSULATED S/H 3 p`2 S3 \ BRG WALL PROTECTIVE A2 N - ----- - (3) STUD _ _____ COLUMN BELOW BOLLARD `V N 20 MIN FIRE RATED J o0 °O DOOR W/ WEATHER S6 -- STRIP N --- (2) 2x8 - 10 HEADER 9 I` SEE Q/S4 TWO CAR GARAGE 8" EXT 8 in 4" INSULATED 18'-9" X 20'-0" FRAME -- BRG WALL WALL —� 7 0o --- FOYER ----6 °' 8'-8" CLG CC 4 S3 N 2 1 _ _ _ LINE OF GARAGE IN OPEN POSTFON '4 ir,00 SEE DETAIL D/S3 P in FOR FRAME WALL TO CMU CONNECTIONS Elm SH 1/2 HD AT6' "1 " TEMP.G S9 (D TIE BEAM TIE BEAM 0 1'-4" 4'_7„ 4 _1 0 a - co AT 8'-8" AT V-8" 00 m ENTR co co W Q 8'-8" CLG I 16070 HB TIE BEAM v Q w W : 0? Q LINE OF STRUCTURE ABOVE 1 -4 17'-4" L 4'-0" L 2'-0" L T-4" L 2'-0" L 18'-8" KM TIE FIRST FLOOR PLAN - ELEVATION B 1 /411 = 1 1-011 0 �TitiT7 : ; tiTitiTitiTiTititititititi?i?ifs ►?ititi?i?i?ifi?L1i iTiTiTlTiTiTiti ti?i?iti?i?it iti?ititi?iTiTitiTiTiTi?i?ititi?iTi?ititititititititi?i?i1: _ ' —: ititit M H w M BEDROOM #4 BEDROOM H 1 - H 80 H y _ � 'IT1 to WE IN -TH #2 N1 H , D:i • 1 N • , 1 h N M H .• • , �• MIN •FT•• ► 1 N 1 M : 1 LOW Q �>WALL DRAIN H LL HEAD & .• VALVE ••• 1 r �I ;• •'�I�p�� .� '•• • H H �� .• OWNERS ~ - • � � c ��-1111I 1 CLG • aTi?iTltl?iTi : :'iTitaaTlT _T�EXT HEADER HD AT . FLOOR _A WINDOWS H SH 1/2 34 MSTA36 -A- « • :s �iT1TiT1TiTi1: :LTii:TiTiT1TiT1i1 TRUSS• ILI•� �TiTiTiTiTitiTiTiTi?i?1: -: TiTiTi?iTai SH 25 SH 25 !i .7iTi?iTiTi :• 1-- • AT EGRESS 1 . 1 1 1 SECOND FLOOR PLAN - ELEVATION B 1 /411 = 1 1-011 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 BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11 / R-13 KRAFT FACED El LO MU) N~W w U) �w M NI` w U) ow -4" 0 N 0 o) 0 c%� Lo -2-PLY BUC W/ (2) MSTA36 STRAPS TO FLOOR TRUSS BELOW TOP ,r 8'-0" 0 0o a� OQ STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW - 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END 8" KNOCKOUT COURSE W/ (1) #5 CONT. — SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 450 UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R 4.1 HIGH PERM,1/2" GYP 8" CMU 2x4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE. LINO NON -BEARING 2X4 STUD W/ 1/2" GYP. LINO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UN0 p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB /j = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING SECOND FLOOR LIVING 1110 1470 TOTAL LIVING SQ FT 2580 ENTRY GARAGE 33 403 TOTAL SQ FT 3016 STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 17 AT 7 3/32" 15 AT 10" 1 10'-0 3/4" TREADS WITH 1" NOSING 3 WALL SPLICE DETAIL N.T.S. 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 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH ST& 1) D W/ (P EACH SIDE CENT RE /) NAIL AND (8) 1/4" X 2-1//4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN w O z w w NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. C") N 0 N LO 00 6 b i 5 E 0 z a n0 N LO U 7 cy) N `7 -0C 20 f M _ /' W E L Cl) ` O 0 O o Q g= — • V^`) t U ij V L.I..I C) L 0O i= 70 7W V C3 CL II LL! w p zX< E-� � zCK rV LU � LL YOo�XwUU ¢XJ�0-X0mJ¢3wR96LL000j¢ 00 U) LULu 7 �Z 0 J z w go2U Qi woQ CLO¢ 0 O= �QQX¢ LL LL i1 O O Z W O� O M ^Q M r-- a. � G W U? F—�aa.C._M 00 zv< w W J O CD d' Virtua Re ieW ikssi JUL t. In:.. X Plans Reviei r coninple ed and a ipi ed for compliance with the 020 FBC 7th diti n 6y Debi a Anne K I Air I P42 00 0 0 0 0 0 0 M M O 00 0 0 0 .- C)0 o i I ' O W N LO '^ V / C:)0 �- (V 0 M 0 V 0 LO 0; CO i co'^ zI­- V, a z C)w W 000 +4_0-+ O v (_)0u) O Z)zj Z Ors Q aXQ Lf) = w=Q m ~ Lr*) (� 2 ~0 N lz z°o= W CL Q O zw0 �O UaZL- z -z O Z X� U O C M� W w z a z w w J ti T_ o V­ LAST PLOT DATE ■ May 8, 2023 Z 4-a 0 J 1ST & 2ND FLOOR PLAN B 36" LOW WALL ENGINEER TRUSSES 1/2" D ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 STAIR SECTION 1 /211 = 1'-0" NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. RAILING ON OPPOSITE HEADROOM AT STAIRS TO BE 6'-8" MIN. WALL - PROVIDE BLOCKING AS REQUIRED STRUCTURAL LIVE LOAD @ STAIRS 40PSF. I \ SEE SHEET ST \ FOR STAIR DETAILS 42" H. SLOPED LOW WALL SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6-8" IN ACCORDANCE W/ FBCR R311.7.2 101, f"NOSING (D 0) a' RISERS CUT FROM 1x MATERIAL TREADS CUT FROM �2x MATERIAL (3) 2x12 STRINGER---/ STAIR DETAIL 1 /4" = 1'-0" 2 ---� A3 `�-- —� (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION AND DETAILS LANDING i Cl) N O N $; r t ZJ 6 y 3 Lo cz y°4_gg �"• w ° O Q; u_ w 0 z Q /N o) LO W L q U m d / } N M N U M A' W :D 0 L O O O o m Q s ud- •/Vi f, LLJ QN W L 0O CO 70 C) CL W �ww0 �LV Q -j �¢~z~ � �pOZWWO�QQQ0 XJO�O2 Q V Zu->Z)0�ZO2O0HQQ z OOOOmzW CZ a7ww WiLn�X¢OZ0K Q <<<�Z O� LL 0 0Q 5�Z¢�QO LL i O 0 OW l- A DA) 1 _ 0 L.:M O Q U) M U) �z ti (/)L L-z w �-�<M 00 < < z z Lu 0 JUL 212 40 04 Virtua Rev ear Assist, In . Plans Revie co plet d a d a pro ed for compliance ith he 020 FBC th diti n by Deb i An e!K Or XR3 0 o 0 CN N N Cq LO N N 0 N N N 0 N O M M N Q O � O0 0 CD 0 ' Z O o- N LO �w o � 0 N 0 M 0 � 0 � 0 t0 ; I �^ z�— v, Q z w O000 0 v O Z)zj O�� z a�-a �— < T q Q Ln ww~ (D m F-2 N zoo w <~ ::) .. Q O ZWO O U J Of w LL z CL z LL �C ZQ F O a. _0 m Z z z z w w-j r, o � "C"- LAST PLOT DATE z� O J STAIR DETAILS CO) v L O 30'-0" GABLE TRUSSES SET BACK 3/4" (TYP. ON BLOCK BEARING)— LL LL 2 LL Q 1 S4 Call N 3) U -------- - - ----------- COLUMN I I I0" 1 I7�v T, •o• •c• II II I, N U Lt_ FTF4 --- -- I I I I I ji I I II II II II U_ II I U_ II I II I I I I � II II II J I I I I I II II 1 C- JU j I I II r---� ---- --- II —� II II I P41 r -I I I I I I I I I 4'-4" I I 1 2 I I Q (3) STUD S4 COLUMN BELOW n-.�+�;;� Via. • ...:<;i co LL A. >r `: F- CRICYET - BUILD IN FIELD FTG5 FTF9 LUS24 J 1 a r 1 I r 7 a r -I a r a 1 r a 1 r a 1 r 1 a r a 1 r 1 r w 00 0 LL J FT14 FT12 LUS24 EEI �o DGE SIMPSON HTT4 FROM TRUSS TO BLOCK 111/4" 1'-4" 4'-0" 6'-0" V-8" 6'-0" 4'-0" 7'-4" 18'-B" 30'-0" FLOOR FRAMING PLAN (ELEV B. 1 /411 = 1'-011 O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS A/C CHASE O3 AHU ABOVE 22"x36" ATTIC ACCESS 05 STAIRS AREA 6O 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS h LL U_ 0 00 0 i� of c M I C`" L0 co 0 M ' LL CD SIMPSON HT" FROM TRUSS TO BLOCK 30'-0" Cl) LO -5, U U U LO M U U U CJ1 ii I ii II I I I CJ1 o CJ3 II li II li I EJ7 i CJ3 II II I � CJ5 ii CJ5 A9G I I I jl II II A7 DROPPED FLA TOPS OF I-1 L-------------------------- ---� HIPS FOR FRAMI G (GIRDER NOT OPPED) A5 o II II II I Ir--- ----I--------------------A3---- II I I r ll 7 II I II u I BOTTOM CHORD CAN BE Al REMOVED IN FIELD OVER I L_____________J I i AHU IF NEEDED (SEE ENG) --------__7 ------------ ------------------- I I I n A1A II I II 3 II II II II II II I I J I I L---------I I i 4 � I C�-�/ — ----- I I C------------------------------� II II t ------ J L---- ---------------------- II ¢ II II II o II II II II LO o IL----- I it----�1 II II II II N II II ii J II II S6 II II A2 _ _______ ____ II I II II II II it II A4 II II II II L----------------------------- 1I I I I L------ II II II II DROPPED FLAT TOPS OF HIPS FOR FRAMING I I j j (GIRDER NOT DROPPED) A8 I I I I I I I I I I L1 --J L------------1 A10G 7'41 I 2'-0" I I II CJ5A �` l i ---- ---- I J� :I I I IZ N � CJ3A i- EJ7 U II II g I II II V CJ1A _ yII II O II II o 00 I I II m ¢ U MLOI U U � II II II BGE _I 0 10'-0" 6'-4" ROOF FRAMING PLAN (ELEV B. 1 /4„ = 1'-019 HANGERS d I = LUS24 SIMPSON Q = HTU26 SIMPSON = THA422 SIMPSON SHINGLE ROOF HEEL= 3 5/16" PLUMCUT rf U(3t: SHINGLE ROOF HEEL= 4 1/16" PLUMB CUT TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "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. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS, NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES (2) 16D COMMON NAILS OR 0.128" X 3" GUN NAILS 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (SEE DETAIL IN ENG PACK FOR GRADE) DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) LABELED END MARK REFER TO ENG. PACK FOR CONNECTION - CJ5 U V-0 5/16"---r-� 1, 7-0" 1, 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING TRUSS QUANTITY: 112 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or less 30' to 60 Span Spreader Bar / 60 degrees or less 2/3 to 112 Ta line I span approx. Te line span approx. REFER TO BCSI -1131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. " PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD/TYPE = 140 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 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 TOLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. LOAD# DESCRIPTION INIT. DATE R/01 CRTD FIRM 2551/A SLC 06/11/15 RA01 LC8 RDP 11/04/15 RB01 UPDATED RE'S ARM 10/10/16 RB01 LC9 JTH 12/15/17 RB01 CHANGED TO SIMPSON HANGERS JRH 3-13-18 RB01 RAN LC9 RDP 05/01/18 R001 ADDED EXTRAVERT ON FUR TRUSSES@E)(TERIORWALLS ARZ 10/19/18 RD01 ReJd cant at garage rdg 9/19/19 RE01 REVISED FTG5 LOADING ARZ 12/23/1 (CARPENTER —� CONTRACTORS OF AMERICA 3900 AVENUE G. N, W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA PROJECT :VAROIUS MODEL :2551 CCA PROJ/MODEL/ALT 7A2/2551/B ALT DESC: OTC SLOT BLOCK J DESIGNER PAGE SLC 1 DATE 06/11/15 LAN# SCALE N317639R 1 4 "=1' M N 0 N 00 ,n ffl a i m s A Lo 00 —5 I s:4 ;, w 0's a g Q_ w W 0 z Q ON > W i. O N U _ />1' 0 M0 d N � N M -0- co AV W E L 1 2 0 O o C Q i Ui^^�� •^Ln Lu YlN W 70 1V CO Z a w W W LW IL W J LU 0 0 I— J Z 0 2 ¢ O¢�¢ LL U 0 20_j0 a �a�oLXL o�oom�Z¢Q CY o Z 07Wa WU)W W WCn��¢ J <OLU 2 OZ W0�O�Q OQ o 0 o¢QO¢ LL sl O O Z CV O� 5; (D O ~ M r�_O Q Ln G U) Ln F—f�CLM 00 Z V ~ W JUj 0 Virt al R view As isf, nc. Plans Revi w c mp eted and a" ova for cflmplianc with the 2020 FB 7t Ed i ion by Beira I nqe 1 Mph 1 r PX I 300 o Cq N 0 0 LO N r` 0 N 0 N N N N O C) 0 0)O 0 � N o N 0 N o ' I Z O Woo0o0a; N c- N M d to (O 1 �t- 0© ZZ � ¢Z W O � w 000 O O v _ UOrn Lo -0 �. O =) z > o�C Z aWa Q Q �.i'i = W W Ln 0 �F-2 N Zo� W 0- aF-� . . U-) Z> O Z>� ZWO z U 0- Z CO Z F- U � O 0 F�W z W WT_ -1 o >4-1 LAST PLOT DATE • May 8, 2023 z 0 J FRAMING PLANS B N Fo io 2 LBS. EPS FOAM 1 1/2" 1-011 I (V 0 2 LBS. EPS FOAM 04 6 BRACKET DETAIL 7 2 LBS. EPS FOAM 4" 4" 4" 4" 1911 1" 1'.4" '4DOW DETAIL 11 = 1 i_nii 8"XV THICK PAINTED RAISED TRIM BAND;ol E - 8 A5 ELEV AT 18'-0" T.O.P. 7/8" STUCCO OVER FRAME CASING BEAD W/ WEEPS OVER ELEV AT 10'-0" FLASHING 2ND FLOOR FF ELEV AT 8'-8" T.O.M. WEEP SCREED TYP. 1 1/2" (D Ali 'v 3" 0? 1 co CASING BEAD W/ WEEPS OVER FLASHING SHINGLE ROOF miopp _..1mrllr1�111��1�lll�r1�11�/�''' � iw to ELEV AT 0'-0" - - - - N 1 ST FLOOR FF -v FRONT ELEVATION B ROOF FINISH 12 PER ELEVATION 15 ROOF SHEATHING /1-MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP " ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL )FFIT DETAIL ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL it = 11_nll ri 7"X1" THICK PAINTED RAISED TRIM BAND 6"X1" THIC PAINTED f TRIM BAN r 10 q lA" = 1 i_0" 1 /411 — 11-011 ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR Ff ELEV AT 8'-8" _ T.O.M. WEEP — SCREED TYP. 5/8" STUCCO ELEV AT 0'-0" ON CMU_ 1 ST FLOOR FF ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR Ff ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF REAR ELEVATION B 1 /V 11 = 1 1-011 RIGHT ELEVATION B 1 /8ii = 11-011 12 51 dd on ONE ILMMMMM 1111111mmm11m1 ONE ONE 4' OFF RIDGE VENT /--R SHINGOF LE 12 51 .- On■III�I■III�I■lun■lull■Illn■111�1■Illn■III�I■IIII .dinmir�n■lun■wn■nnl■nnl■nnunnl■nuwun■ni -,r urrirr.rruururru.rrn.rrnurr.rrruriurruuri ELEV AT 8'-8" 12 T.O.M. 10 A/C UNIT 2`-0" AND PAD 5/8" ® OVER (0 STUCC MU ELEV AT 0'-0" 1 ST FLOOR FF LEFT ELEVATION B 1 /8ii = 11-011 -7/8" STUCCO OVER FRAME -A/C UNIT AND PAD 4' OFF RIDGE VENT 0?io M �i err r��n�r SHINGLE ROOF C.J. WEEP___z SCREED TYP. 12- - `2'-0" CASING BEAD W/ WEEPS OVER FLASHING 16'-4" w ON U- 4' OFF RIDGE VENT . Q / 0 0 � 4 pw pw SLOPS 5:12 ;;4-> v> 5:12 w ON U)Lo SLOPE I SLOPE 5:12 5:12 SLOPE 5:12 i ON J 7 LO Sop SLOP 5:12 ROOF PLAN B 1 /8ii = 11-011 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC, PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1697 SQ FT VENTILATION REQUIRED = 815 SQ IN VENTILATION PROVIDED AT RIDGE = 407 SQ IN VENTILATION PROVIDED AT SOFFIT = 1218 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF TH� 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 FREEAREA/ UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT M N O N LO LO ec.�... fB 1 CXi $ LL � � a -s ca o 'U_ w Q V) (D L0 L-0 W L o U pM= 6 N fir _� ♦_ co (n u �° M A� C t M Oo 2 0 T11•� p �o Q a C U �w D q N 0 u QN C V V a a W W O W ow wpr �< -j wa~zx = � p <EV0p-j0 Q Q U �- J <ax z�,�oz�00�¢Q C1u)0w1pZOE008gz<U �wdw(n W W7ww<pwJ w w IL O Z a~wp��WKL W 320 IL < LL OQ o 0 0M maw 11 0 Z (V O �_ ( 5 ti z � CO O Q � M p- ILL. F—IYLo mm z � T_ Z U w W J� Cfl J 1 2023 Vir ual eti w;A sift Inc. Plans Re iew com fleteJ an ap ro for compliar ce with t e 2 20 FBC 7 E itio by I ebra Apo I , jt � hq P I (230 0 0 0 0 0 N N 0 N N N N LO f� O � M � M N C O � O C) 0 0)CDN 0 � o N 0 N o I ' z O NW > o 0 0 0 0 0 l �}� V 00 z ►- CO Q z w O - 0)O W 000 U U U) Ln -0 O Z)z5; O�_ -0Q Z awa- = w=a `^Ln m~� N zo� W <�� . . � Q O Oww U g�q Z �z Z �� OU 0 W z z Z W ui J ti r� LAST PLOT DATE o • May 8, 2023 4-1 O EXTERIOR J ELEVATIONS & ROOF PLAN B A/C DIS( FIRST FLOOR ELECTRICAL PLAN (ELEVATION B 1 /411 = 1'-0" ELEC METER ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 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 GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH--,— SWITCH- 4 1/2" DOORJAMB DUPLEX OUTLET M TRIM o 0 BASE 4. NOTE:. ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz k r� 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 1HORIZONTAL 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 SWITCH AT 36" -6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" —0 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 OPALEX - ALTERNATE TUB/SHOWERND CANS MAY BE C 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS tl0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -ty} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR O SMOKE DETECTOR =U-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 FF24:R 24" VANITY LIGHTING FF;F36:;;R 36" VANITY LIGHTING 4848" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MEMF MASTER STATION _M&3 ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR ED A/C REGISTER OT THERMOSTAT EM 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. L W 0 u C) M d M c 5 N } N U -00 m a .r M � E= ro moo 2g g ono a Q s U�° '^N, W w - MO E�0 L 0 W WF- �Lu LLI Uj Wow ~ QX �gzx Lu �O��LL�o0UjU'X �oz°QQa0 Q QLL x�0P ¢zz��z awwOzox0omz U O OwW Z L W�xx::) Z J�QoWQFnWWV0 ` J QO W Q 0Qz¢¢ OX D ¢X U_ Q o LL O Zw Off_ U =) ti M O Q w M11- w U_ ti L0 F— 0� 0- (M a 0000 zvla- 3: LUz W J O O d' ULAI 2 123 Vir jai F I Am � As I iAt, Inc. Plans Rev ew comf leteil an a rove for compGan e w th it o 20 20 F 3C% h Edition by 0 bra ArInd NlairIP113011 t� �— O r O N CO O N O N r O N M N M O N r N � C), C) CDCDO O O I Z 0 W CV LO � O r C)O N M O d' CDO u7 <O ; i CO zz Q z w C)CO 4-1 O W 0 O _O WU U U L O 01-0 Z a iry y / W r ft M L (� mH N ZOM ■ ■ w L(� O zw0 Q U gWLL Z Z Wz ?� o0 U W z a= z W UJ J ti � o LAST PLOT DATE • July 11, 2023 Z O 1ST FLOOR ELECTRICAL PLAN B 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 KITC'HEN 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 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. SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS' 1 /4„ = 1'-0„ ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH ° 4 1/2" DOORJAMB DUPLEX I? OUTLET ih TRIM — BASE --- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED HORIZONTAL AT 12" - TOP PLUG IS HOT 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" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -C PUSH BUTTON FOR GARAGE DOOR OPENER --0 DIMMER SWITCH AT 36" -0 PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE } WALL MNT FIXTURE NOTE: 10 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE C 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 0 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBAL - CLG FAN PREWIRE AND SWITCH Cos COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR os,� SMOKE DETECTOR cU-18= UNDER CABINET 18" =S-182 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 �_,24:M 24" VANITY LIGHTING FrrF36:FFR 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION 119:1 ELEC PANEL E VACUM OUTLET AT 12" �zl CEILING RETURN AIR E3 A/C REGISTER OTJ THERMOSTAT On SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 0 4) NON E o o W L. .` o Inv0 M c y co `) Mcli N V cloo -0 -0- M W 0 L W 6 O O O R d Q uj W L, 00 E � a 70 Lu LLI W �LLI Uj WOE �-Q Q� _j Wg~z WO-�wo XWu-o Q Q V F— LL-j 0 OQZLLIi-Z�_j0p~¢Q gWxWozo=oomzz Z W � � o _J¢< g�mZgwp�UoQ LL 0 Q o 0 o Q z g Q LL �Q� O Z cV OW 0 � � O Q W M Lo 2 u) ti �- 0� 0- cM IZ�� zv< W W W O (O d' Virtual Revi Ai si 1, IRc, lans Review com Zeta n 4p . rolve amplionce with t 0 212 C I' � � Iflgn by Debra Ann . Kim hr I I I I I I N N N N N N O O O O O O M M C O 000 0 0 CDN - CD N N o ' I Z O N W i O . N O M O v O ul) O O I co'^ zf- v, Q z W o W 000 0) O UV� 0 ow- 0 Z a�a Q = W=Q m�2 N 0 zo= Lu } QH� O zWW O Q ULL z z � pU _o W z z z z W W J ti o LAST PLOT DATE • May 8, 2023 O 2ND FLOOR J ELECTRICAL PLAN ABKL&M 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 31 ST, 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 PAM) 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 14 MM R LE IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. (9 ) 0 SS G G 5. GLAZING INSECTION R 4 2-EXCEPTIONS,WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE 308..3, ITEM 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 l INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1, 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1,11.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS Bf 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: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2,2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING, 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 145 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 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: CO QUI REMENT S C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.C. 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" BYTHE 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 = 33Ks;WITH 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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36I36M 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 T-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. p y 9 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete overpo�r and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalis. 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. BUILDING DATA WIND SPEED (ULTIMATE) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: CONSTRUCTION TYPE:5B (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 145 MPH GARAGE DOORS (V = 145 MPH) SINGLE 9x7 DOUBLE 160 + 29.85 PSF / - 32.38 PSF (INTERIOR) U.N.O. + 29.85 PSF/ - 39.97 PSF (END) U.N.O. + 26.28 PSF /- 31.49 PSF + 25.17 PSF / - 28.78 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DESIGN STYLES ARCHITECTURE, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. co N O N z' 4 e ti e_✓em to O U) cell e c'ie P Q :eya Z Uj zh' Uj ? p Uj Z Q N L0 N U 0 c� M ti M N c V Hof �a .= � M E E Oo B a O ` N Q ,N U LU QN o E V V a Ur LLI w LwP W W2¢�0 �0� JQOQ�QLLVO0JO Q I. V I.~ �OOQJZWLLOZ20❑F aQ W O Z U) �Lu LU7)0 0 ¢= J Q�< WQozwZO��pIL LL OW �r-� two 0Q s oQZgQ LL tau_ 0 O O Z CN O� p�coo a�ML U) LL C/) _ Lid co 00 Q >- Q Z U LUW� J 0 JUL 2 1 �023 Virtual RE view I f Assist, I i I c_, Plans Review c mpl ted and pp`jEvdiLn or compliance wit th Z02 F87t by Debra Anne KI6hr OX 90 N 0 0 N N 0 N N u n � M _04 M CDo a7 O- O C) l l 1 z O N O C:)O C)I ; ' V/ _ r U N M 4 I i � coCT �/� ZZ vJ QZ C)W ZU) - U 000 U U - O O�Q Z awn W W Q L0 LU �h V N ZOO OM W <�Z) Ln Q p z0f0 C:)W U aZLL ■ z � 0U 0 co Z Z W W J O Cq LAST PLOT DATE Z O STRUCTURAL DETAILS THIS IS DETAIL ONLY REFERS TO THE D,Aj O l-l°���E H EXPANDED METAL LATH ATTAC€��IENT. METAL LATH t�iALL. SHIEATHIi JG II II Il I.I "Ax1 112"LONGCROVJB') j1. ., HAx i 1 112LONG I, i, 1STAPLEStoC" O,C. VERT BETWEEN CROWN) STAPES�6 STUDS (NOTED THUS.—) OFFSET STAPLES BETNEEN: STUDS' AS SHOWN O C, /EFT INTO STUDS, NIOTED TiHU-'S —I METAL LATH ATTACHMENT DETAIL REV09.2 .2"1 SCALE:5,?'4a" V-0` *DETAIL EXCEEDS THE REQUIREMENTS FOR FI?OR 703.7.1 LATH'' 'ONLY APPLIES 70 LENNAR TPrk,JAK** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR "' GAS METER 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. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2° X 8"16" O.C. �@ 139" (3) 16d TOENAILS 2 X 10,@ 16 O.C. 16 5 (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-Y (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-V (2) 16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'4" (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 C3' w coc¢7 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + + + + + + + + + + + + + + + + + + (p + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0" (TYP.) + + + + + + L� +++ +++ + + + + + + + + - + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + +\++ + + + + + + + + + + + .+ + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + ++ +++ +++++++ + 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE `-RIDGE LINE 1 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 15132" CDX PLYWOOD OR 7/16" OSB €�•• ` •• •.•. •.•. u + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS ou rvivv onnivry ivniw Lw u v.t„ �Uu�o at 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-118" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-118" or two 1/2" 6500s 1.8/1.7 ,Hood 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) k Filler blocking x 1/8" gap ° + o't FILL CELLS STD. 90' HOOK BOND BEAM ''^^ v/ W ... .. STD. 90° CONT. #5 CONT. #5 HOOK BAR 7. BAR DOC #5 CONT. FROM FOUNDATION C TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T,S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min Small 2" min. 2" } gap max. � 4 max. Clinch nails when possible k i 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGy" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION -Birdsmouthcuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than lrinnlh 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 consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block 1 (2x4 minimum) —j Bearing wall, Versa -Lam LVL or Glulam Beam C KNOCKOUTS) ALLOWED IN BEARING ZONES —1 DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" /1 Odl nails at 6" o.c. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls :-forvertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below L&13/4" d bearing wall must stack over ing and wall or beam below.* Joist n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Q4'/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10dnails require additional consideration. 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) i Im J 9 <D FO 6., A %" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 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 1Y2" is = €-0" Any 16" joist _ 112 V-L€' Sr.F�rt f 16 1€-0€, 20 1 ` 1 24V -W1 1 -1 „ 1 -2" 1'42 " 'i "-; a -3" 1 _T" 1 l 1, ,3 2 2g-9" 3, 2" S, .7" 1'-1" 1 2" 1"-2 1' 3 .I«- "d 2.-4" 11.€ 3. 7" 1 a 1., 1'_2€, 1'-2"' 1 t-7,„ 29-5" 3'-2" 3k-10€i 4s_9" 1-4.7.-_2" 1'- ; "` 1 1-2 €?'-0 a 4' 4'-0" 4.10"5"-11" a4%2"9" 11"8'-11" 1,.1 2."1,3`2,5 €3.7€a4"5 _10..7._2"-6" 1. 0'-9"€ 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. N.T.S. Backer block (1?" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist ha \ 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 7. 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d _ 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11 " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22) NAILS 7 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 7 R TRUSS 'OP PLATE IN 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 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ ° . Y SEE PLAN FOR °• a . • a . • ° FOUNDATION INFO ° G STEM FOUNDATION GRADE REINF. SEE PLAN 14 rv�1 V.nrix 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10P 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 PLUMBING LINE PVC OR SCH40 SLEEVE 4 I l l III, ; I I I� III-1a i i a a: 11=I I I it 5 III — _I I it ,I�IIII • I I • IEllll �Il )E I I lz TIII- L� _Ei 1_L_ SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION I— I -------------- ------------ z �4 co � d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE -- —4Q —a.— .G— 40. G/ca a ,Q 11=1 11=1 I -III—III=1 a a I —III —III- a SEE FND. PLN. 01 SIZE & REINF. cM N N r LO 00 6 U- 2 t ""tg ��m cWc O Q z Q n� Q) i 0 W L U O M C d N� Cq 12 L .2O O 0� �} O DO Q •N s( UJ 0_N C V co E M L. o � 7N V 0. -a W W W rn wOf- i-Q W Lu J 0_¢zo: uJ z Q ~ li- H Q�_JZO¢X¢LLvOooJO =(0Ow0LL z0R00m�=¢¢ O � z z U 0 z v> a v�ww V5 o:zQ J Q�QpWQOZWZO��pIL LL Ow �F-F two ¢ o o¢z�¢ OQ O O Z N OW zQU)MLO pI.-:� o 0- (n LL [zl-" z < UJ < U? a. M QD Z U WZ� W O _JO d' U1 21 2021 Virtual Review I ssi t;lln .' Plans Review co ple ed n€l a pro r compliance with the Ei20 FBC 7 t h tt by Debra Anne Kiahr P12 . O o O 0 o 0 IN 0 N N M M C)0 0 0 0 C)N - 0 ' I ' I ' I z O NCO o 0 0 0 LO Lo � N M 4 CO♦ zZ V) Qz C)zW � O W U LU00 UVV5 -0 I- O 7)z> 0111- -0 zQ. 0of T— Q H- = a 'T__1 Y , = co W Ln 0 F �� N O zo= W~� ■ L Q 0 z�0 O dz� z Z z F _J OU C) �.. F. W tY z W UJ T1_ LAST PLOT DATE o z O STRUCTURAL J 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/ (TYP-) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" 2x SUB FASCIA BOARD PER CODE (OR 5/8" .N.O. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #b VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD �- rr MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - MUNICIPALITY. `') 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE r _4 V eD 00Z M _ =III I I=I D 50 6 MIL VAPOR"/III D I =1 = = z BARRIER IIIII I ,' p -� a l l II I I COMP. SOIL. I III (COMPACTED TO 95% —I I I =I 11 I I I— NOTE: EXTEND DECO FINISH MODIFIED PROCTOR :Ill-- I I 111—I11-1 I I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK U.N.O. 4,, 1'4' (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" �,53 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE PAVERS 14 AVERSO.H.D. RECESS z TM 00 SEE A/S3 OR J/S6-I II I II I ICI I I I I I I 11= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) i D 'III —III —III 111 1LI=III I ' p 1=f I I=1 I I=1 I I=I D I I 1-1 ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" 0/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 T WWF OR FIBERMESH Is 11—III—III-11- o • I T III -III -III-' �- 8, 1 .1 . _... L... 91 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK r ELEV. 0'-0" _J A.F.F A . C7 a. ° . °.. °' Q . Q ° R a a ELEV. -0'-3 1/2" z A.F.F. p e a 2x4 CONT. ° ° ° tL I .14 . a .. 4 e. a: °°. e N ° e GARAGE DEPTH VARIES °' ° GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"4" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 1Gd NAILS 2x P.T. PLATE TYP. ASSUMED FINISHED ' GRADE MONO OR STEMWALL SOOTING MONO SHOWN FOR CLARITY 00 ° p ' I=1 11=1 11=1 11=1 11=1 11=__I I,D D ° D III —III —I i I —III —III —III Z NOTE: I —III —III —I I i—III—I 11=1 I� *FOR BEARING WALL I—III—III—III=III—III= I r W/ UPLIFT ONLY -III,;,IIII�II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Illllllllllllllillll—'' FRAME WALL TO C.M.U. WALL CONNECTION r D"*� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" GRADE oo .° =1 =1 1=1 I=I 1=III III III=III (1) #5 REBAR w/ OPT. ' I —III —III —I 11= 11= I 1=1 f I= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" —I r--O.H.D. RECESS • �-11j I I � I 1=_.I I I� I ', �.. ' °:,' �.• °_ -III-1 I � I I-- I � �I I I� � II I .��■: +:: � . II I II I I •III I ° , .. I —III• SEE A/S3ORJ/S6J 'I!ill lllill lil IIIII. FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESSri SEE TYP. WALL SECTION FOR SCALE: N.T.S. �'S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS —� 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c E 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" 3 1/2" MIN. 00 b 31/2,(min. (2)#SCONT. ll 4"1fI1=I'I-I4�1I"8" U.N.O. U.N.O. MIN, 1-NI IIT. TYPICAL BEARING WALL (D STEP (D SI I'HI` -I1IIEI'-T- A-II RI- WALLV7 ; "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH SCALE: 3/4"=V-0" 1 /2"(min.)- 4" 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS �31/2"MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. -2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. -2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) -INSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 10d NAILS /,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 /WWF OR FIBERMESH 31/2"(min.) - 4" =1 I I=1 I I —III—I �' =1 I! it I I I III=1 11=111=1 I I III —III '' ' I — 1-1 I—III—III—III-1 I —III-' (2) #5 CONT. 4 i 1-1iI,_41,i I—i i i 8 U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" APPLICATION V NOTE: SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) 3RD LAYER 1/8" THICK. 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD K.O. BLOCK 2x P.T. PLATE 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR WEEP SCREED INSTALLED BAR BOLTS 6" MAX FROM o END OF 2 x PLATE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR Lu D D GRADE 40 MIN. F - 40ksi a ° iN d ' D ' Z #3 & #4 LAP SPLICE GRADE 60 MIN. Fy- 60ksi ( m FINISH GRADE 00 25" MIN. LAP [30"MIN. LAP] [ Y ] J �t 1 I —III —III p . I I=1 I=1 =III p D° _ —_ -- w 6 MIL VAPOR BARRIER -) I i III I I —III —I 1=1 I —_ - cn III III III —I 1-I I I I II 1=1II—I I I=I I I—, #5 REINFORCING BAR R 1 7/8 ' I III D : 11=1I1=1I I —I I1-1I1= r #5 LAP SPLICE II II • III—III—III=1I1=I COMP. SOIL. (COMPACTED TO I I II 1 D ° I I=1 I=1 (=1 I=� I' 36"MIN. LAP [36" MIN. LAP] 95% MODIFIED PROCTOR ASTM ' �- 71 =I l I=I 11=I (1=1 I m I I=I I I 1 I' 10" D1557) -III � 4" 1-4'#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol CONT. BEAD SEALA& INTERIOR d. °. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE 0o E _ M 6 MIL VAPOR BARRIER FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSSCONNECTION AT 24" O.C. MAX. INFC ��_p SEE PLAN FOR CA & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE LU j ¢ w SEE PLAN FOR STRUCTURAL W COLUMN SIZE AND BASE o W CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL IO.C. GARAGE ATTACHMENTS & 18/D1 ° 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT d w/ MIN. (2) #5 VERTICALS d r> FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH ° BRICK PAVERS or SLAB PER —I —� — — — . °— — 0'-0" FIN. FLR.� COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" K S3 (2) #5 CONT. =11 1 1 ON 3" CHAIRS (TYP.) 8' 1'-4" CC S3 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 r =: WWF OR FIBERMESH , I —III I —III - I ITT TYPICAL INTERIOR BEARING WALL w/ UPLIFT G Ii SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH I d — MN d —111 I I, III III; N r N ;a, I I III=III, III„ IIIII M II11 d. a—11IIII ---= 11111�. SEE A/s3/J/S6 =1 I „111-111„111-111 „� I 4 1'-4 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM SCALE: 3/4 -1-0 S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. f ' M 00 d. 0;III-1 I I'° d d• I=1 11=1 I I=1 I I=I' z = I —III —I ' III-1I I —III —III w � 0_ w III —III I 11=111=1II_ Ill z w 00`�� =III=1 '.. °a = = MZ< `� ' i=1 =1 11=III=III=III I I—III=III— FOOTING -1 I I I I f-1 I I —III —III —I Il III —III —I 11- v 11,;�1111iII11Tlllli�llll ,11-III-III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N *") SCALE: N.T.S. CJ'3 N O zz c' I.f) 2 qA 00 r9 t'7s LO g�sE, Cr Pa y 3 `ki d,F f e o CK z W 16.> `O � U N N — in C3 W 3 a U -0— g M = o Oo U Q _ O ", o a .Ns w�� �* QN C a)� 00E .02 - a a W w ❑W F W J W2,0 i•- � J � Z � ¢ z U_ Ix5--1x-j(n0 a H U) JO z¢� O H O 5coRxo"o200W, ��aCL �cnWLIJ �01— U) 0 Z JO<OzwF¢-UiZwwp�U❑¢ OW o = oQZq�¢ O ,J_¢ s1 O Z N O� i U) O �IcMO� Lo G U I` IZ � 00 Q U Q z W W O _I O I Jul.. Z0211 Virtual Revi I w Assisi, I I In . , Plans t#evie co plet d a d a pr v d for compliance with the , 030 EEC #h E itio u 11bebri An le`Kl i1r Xt3 4 O 0 O 0 O r 0 M N 0 M M LO f� _M M CQ O 00 o � CDr O N o 1 1 1 1 0 N'n 0 0 0 o I I I Lo L/ > r N M M' Cr zz (^ /, Q z O zW � W U 000 O UUC/) O 0�❑ z aka L l = m =W N O �Oz: W Q p z0 O Q U a- z 0� 32 Z Nz Q F- 0U 0 z z W Uj J r o r LAST PLOT DATE .. z6-0 0 STRUCTURAL DETAILS - MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN 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 TONEAILS 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 BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. SLI 12 z (TYR) SEE ELEV. I � SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED - \ SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO 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 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. 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 UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. L-SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL 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 GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4, REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J _4Am■■ a - — ll . •• of • - • � 17 ■:■ VON III■■ ■ ■III ■■!II' lii■,■ �'llll IIII�� ■■III lil■■ ■�lii' III,■ 1111�' NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLYABOVE THE LINTEL. �2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (3) 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"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J T > O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. <. d SCALE: N.T.S. 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" INTERIOR WALL ct EXTERIOR WALL 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. SL� 2x CRIPPLES @ -� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 / 6 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ot VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET vvvn i nn�r W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) 1 (4) (2) LSTA30 I FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE'`* HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR t� GREATER HEADER ) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA( .�—(2) STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP.. Op O,Q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL rQ SCALE: N.T.S. SLI. SIMPSON SP4 GE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C 2(T_(T_7YP1SEE 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// I SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SP2 -1 2X STUDS @ 24" O.C. N /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SCALE: N.T.S. `- PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 46,., SPLICE STAGGERED NJ ATTACH ALL J EXTERIOR STUDS W/ Mb16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �^ F= 2240 LBS �F SIMPSON n C P.T. ATE anViraury SP2 SIMPSON SIMPSON SP1 10� ST J M, TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSONLSPTSO� SP4 d 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 a 2X8 P.T. BOTTOM PLATE OD 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U !z � 2x TOP PLATE L) 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 30LTS @ 24" O.C. aX 2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) > (6970# SPF) ►S (9335# SPF) N. 8" PDXIED A.T.R. I&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT L ROOF TRUSS ABOVE 2X BLOCKING O (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" 0/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY— SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. LPER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 M N O N RR Lo p - Lo 00 ILI c. F {] `\ Zvi S 4: N l ..� w 0 z W 6.> 0 o U co N �� M to U om M 2 •� 2 p *i p �.� o �-� a • V^`) s �� } f , L.� Q N E " 7W V L p a 00 W � W W W O � 1-~ �¢�zx ui ¢ z U' W ��m-.1<0 �LLUO��O J 0 0QQ o' O O H H O 1- cyU) �z0wO�mz��U d fn W W Cn ¢ } J QU3IY¢-OZ Z uj W ��O0Q a~ W LL 00X o oQzq�¢ U-¢ o �¢� O N Z Ow I-- U) ti � O Q cn M Lo � ti 0- lq co X O_ 2 � Z U W W J O O mi cc It JUL 2 23 y' tual i I Review I I ssi eQ antl in a p ro ed Plans R vie co Ole 4"2D FDC 7th diti n for � compli by Deb 'a A ne i Lahr PX2 OD O O O CN O N O N O N O N coLo M O co C) 0 0 O - N o I ' i I 1 Z O Nw o 0 0 o i N crJ 00 �^ Z� U) Q Z O zw � O W V clOO UVu) Lo -0 0 or- Zuj aiYa Q Ln = wW Lu L n (D m r O �O� W 0- QF=_—� Lo 0 23: zoo O Q 0 0 ZLL z �z C.) J O Oa W z z z z w W04 J � O O LAST PLOT DATE 4-a Z O STRUCTURAL -- DETAILS SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (A 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 g SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, DETAIL--7 16d NAILS IF >9" SEE 10/S6 SCHEDULE FOR SHEATHING DETAIL 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 g 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 O/C EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 11 "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) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •' BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 1 Od GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 2 O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX, 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4'IT" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/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 MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 Odx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32' O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 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- WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 15 EFER TO DETAIL J iN SHEET S5 FOR BRACING, AND TOP HORD BLOCKING JFORMATION VOOD TRUSSES x4 RAT RUN BRACING T 24" O.C. ON TOP OF OTT. CHORD FOR 4 RUSS SPANS TTACHED W/ 2 -16d T EA, TRUSS JOINT x4 BLOCKING @ 24" NC w/ (2) 16d OENAILS @ EA. END IASONRY WALL RCHITECTURAL FINISH EXT. WALL CONN.(� NON -LOAD BEARIffG LOCATION SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" ADDITIONAL INFORMATION. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING N AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL N NOTES AND NAILING 00 °° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 11 CO co 0 2"x4" CROSS BRACE (2) 16d NAILS V_A APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END (2) 2" x4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST E ROWS OF TRUSSES FROM EA. (2) 16d NAILS NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS 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 F THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >911 SEE 1O/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/ 1 Od NAILS @ 6" O.C. E ES AND 121, O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 0 2x4'IT" ON TOP OF PANEL ` 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONALINFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3" @ 4" O/C (2) 12d TOENAILS B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T,S. S5 GABLE END BRACING DETAIL 12" EE RSH SCHEDULE OR ATTACHMENT X4 #2 SYP BLK'G @ 16" O.C. ?) 10d x 0.131" OENAILS EA. SIDE ONT. 2x4 #2 SYP w/ 1 Od X0,131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL rio SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP WOOD TRUSSES MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP, TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 'IT" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 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. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. CJ'S 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 112" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) GI z w BRACING w/ (3) 1 Od x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRP.';E 24" 0'0" - T-O" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT wl (4) 1/4„x1 1/2" SDS^^ ^ —I.VIV I. DCMRIIVI] — 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 tv/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ E 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'IT" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. a w d w 0 o O z o w co o ' 0 A C'1 W ^�--- o o r � q o — — — — o o X ¢ W NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED 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 L AS PER BCSI SCISSOR TRUSS 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 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 co N O N y LO 00 LO Fvs`f � a ray G�°J� a ai;°, a a t, LL Q 1 r Z a� e �e III 0 \ Lu z Q W 'i- '0 o u CV) N a; �� N t M to V D O 2 u a -0 — M C ` G� u S } O o 8 Q •Vi W ^� 5 YiN - V1 u W L O �0 7C)0 a� 0 ow uS Wpm zW F—Lu 0: fiz°(DW q O��(LLO0° gJ Q a(n0 rx0 owoomzz�V = 0 0 �CW9n->O W W �f5� YQ0�J 0 Z _jWLu V?wz��voa. w LL O 00 o n oQ 0 �Q FQ� 0 0 04 Z W O� () O 0 M L0 2C/) LL_z � < Lu < LO ��t1c'M 00 <>-< Z Luz J 0 mi d' JIJL 21 203 Virtu l Re I iew I Assist, 1 h c. Plans Review c mpl ted nd ppr v for compliant with t�a 292 F,8 by Bet ra A i4e Ch Pk2 QO t� 0000 LO M M O 0000 O 0) O O r N O 1 1 i z 0 NA Cn 111 0 0 0 0 0 1 1 'r ' > r N M i I i ZZ Q Z w O W 000 -E—i U O ()AU) LC� 0 ::)Zj owo z aL-LLI ww~ cm' ^� L l rn v -� cV zO == w }' 0- Qo� . C�Jzu_ U Z -z o� O"J �m z Z w ui J r o LAST PLOT DATE 0 STRUCTURAL —� DETAILS INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) /,—ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PL`/WOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT W FOR MORE INFO 16" O.C. 2X S.P.F. STUDS w o = W/ (4) 16d TOENAILS TO TOP PLATE 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT, PLATE W/ (2) 1 Od @ 6" O.C. J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN p OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP, TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 VOOK (SEE DETAIL) 1/2" GYP WB 8"&'X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORTAT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C, - o AT GARAGE CONTRACTOR BASEBOARD M TO CUT BLOCK OR POUR MIN. 2500 PSI CONIC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE C .. 4 < Q . . . r 77. a. ° '° 44 FINISH GRADE00 Cl) ' 6x6 w1.4xVJ1.4 1 I I_ —III —I I I —I I I 1=III—III—III III I 1—III—I LI—III—I I I 1:11 ° '.' , ° d °. a _ Co _—_— —_ I IOII-1 I 1=1 _ I' WWF OR FIBERMESH II II I II II I II I I1 I I I II I III�II�11111111111 ° , ` � I I II I II I II I —IIF ,IIII;IIII- „' II III III,;,III —III— STD.90`HCOK (3) # 5 REBAR ON 3" CHAIR "—"' (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2—STORY WALL SECTION SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL -IN *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O,C. 1 st FLOOR WALL \ SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O,C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-O" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION(R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS11 FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. (8)1Od NAILS TO STUD PER STRAP LOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS('0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. S 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. —� 2X P.T. PLATE a. aa. %. 1° .� • °ff1=1I SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ~—III, ; 1=1 11—I 11-1 I I —I 11==�—� (3) #5 CONT. ON 3" III III III —I I —I I Il 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. , B i 15/32" OSB EXPOSURE N, SHEATHING F x 4 x PROVIDE BLOCKING AS REQUIRED PER f SECTION X-X IF Uj NOT FULL FHEIGHT SHEET C Z Z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32' OSB EXPDSUREI F F SHEATHING w SOLID 2x U) C BLOCKING @ ALL C SHEATHING ON EDGES (SEE OPENING SECTION X-X dU x E _2x STUDS w BEYOND. � SEE PLAN 0 O �—&4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM MAI I M r\/ATI^KI nlAnnARA "S" = NAIL SPACING S 3/4" S 4t_or��/ 1/2" S —1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X S�cFp p0� �N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) F�-TF \ �FNi,IR/0, WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES, A MINIMUM Y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT F PENE1 RATE SURFACE MORE THAN Y". z O NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL U. = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O @D NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. O w/ 8d COMMON NAIL J LU D F_ C)O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER L- ¢ � O y w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. x I-O0In Z F2' i LL @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w p O MEMBER IF GABLE END Z U) U_ NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-202.0 1 �S4 BOX HEADER ONLY • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 21/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED ---- CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN, SLAB W/ 6x6 W 1.4xW 1.4 WWF OR FIBERMESH .4 d. °. O ° ° a °. 1II��IIIIIIIII —° (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) 1 (3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (10) 1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE co @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 M N N 1,60 1� s f - f 00 LO LJ- . 0% c� 1 '< Q W is <A�q O.r f > LU Z Q i > _W Q o U M C d 0 N M M 0 U O .Ns w� _N C W 7C) L cO E M co a a LLJ Ld w WW W J w 2 0 0 H- � J 0' Z � Q Z O O0 � o� W U LL Q Q 0 Q X J� 0 DU0 Zu-u-- -JoZQQ OU)X LDZO�00mZ 0 Q O Z cn�IL�cnWWI-zLL�Q0 _; J< a CL O W a O Z W Z O U O 0- LL Ow �_I-� �wz Q Q OQ 0¢ 00 Q W O Z W 0 (n O CO C) I,,- 0— Cn z Q U,LO M 00 < Z U LUZ3: W O O L2 2 23 r' Virtual Review Assisl, Inc. Plans Review con poet d,a da pro v for compliance with 'hi 020 jC th Edit by Debr An ie Kl I hr I X23 I 0 NNN _M M r\ 00 0 CD o C)N o ' I ' � I z O N' o C) o C)I I I r/ ; NM d' i 00 ZZ V/ Q W O 0) O _ 000 U U � 0 Z)Zj 0�� Z cLEEQa ^ = W=Q Ln (� m-10 cV OO O� Uj Q F ..LO 0Z'O C)Z V LL aZ� �Z ry Q H 0 O� co z Z W Uj J �� LAST PLOT DATE O . . STRUCTURAL -- DETAILS - MONO 1/4" MAX 2'-0" n SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER14"27X8 4 1/2" DRYWALL TO PRODUCT TO PRODUCTU TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONAPPROVAL t'�' 1X 4 FOR CONN. elIX44111/42" 1x4 3-1/4" LONG X 3/16"0FURRING 1x4 P.T. 3/16"0 X 3" LONG TAPCONS FURRING FURRING INTO STAGGERED @ 16" TAPCON @ 16" O.C. &TAPCON. BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/M. 2' EDGE DIST, ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN.rx4" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 114" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. ze INSTALL WDW. SCREW ANCHOR­2 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 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od 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 1A" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO ) 2'-0" 8'I 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 NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK 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. $ FILL SOLID BOTH CELLS #5 REB (TYP) STD. 90• HOOK (1 FIE- 1470/9- xx F/ +5A NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS 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 ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS Pt Al i 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 G 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 BUCKS 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. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4Y? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS 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" F.F. I -III -III -III -III -III- . — —r D D II1=1I1=1II _ IIIIIIIIIIIIII' GRADEDiI1I��lIII- °. ° M D z_ N •D D (2) #5 REBAR. MIN. 3" 16" MIN. 70, COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN kR YP,) THE :S I IAIArrCDTARI C IAICTAI I TInKI FILLED CELL INSTALLATION rH 1 SEE ARCH PLAN .AND PRE-ENG TRUSS DESIGN SEE NOTE' BELOW I i —. ,—Ca %VALL TYPE PER PLAN I I I F CHANNEL, —I....____„ FASTENED PER I I� NOTE .yBELO 4 CONT 21c4 NAILED TO BLOCKING %0 2-12d NAILS I "1 SCALE: N.T.S. Zx ,-w1UB FASCIA •` a ALUM DRfPP EDGE ' ALUM F,AS, .I r ,_ 1-31-'TRI' PAINTED / SS NAIL Yd 5116" HEAD DIA._ @ 24" O.C. CONT VENTED OR SOLID SOFFIT tx BLOCKING NAILED TO TOP CHORD vRD EVERY OTHER TRUSS ' .9.12d! NAILS, ' YP. i C.f ISLII[LDEI'd,' TO VEP3F1, FZ% VI �E-�1w:yFFIT p4111ATEFedp�L SPAN CAPAbC1T`ES E1 SIEC'm ?Nk TliE DE K44PRESSURIzS SPECIF (.,O%1P1DNENI:S AND CLAL)DINIS' 1 1- TED IN THE DE SIGN CR7ERIACrJ SHEET SEMI,. 2. FOR SOFFITATTA(HiPI Nam` ATArALL (PER ALPHA ALU 1 ;NC- FL '16)544 R5 FIB.. F Cf - NNEL FASTENED TD, - Ct,1LI' vt T NAIL 097 1A lg, -20 i:._ 1001i 'B'" MIN. EMBEDNILNT - Iv Wli:.)OD w! (3) 1R GA. '-4 x 1:4" CROWN STAPLES @ 24" MAX. 0 C. IN DIAMOND PATTERN SUB FASCIA Wd 16 GA & x:. CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE.- 3/4 1'-V fix" y FOR ALUMINUM M SOFFITS WITH SPANS R'I u+ 11'!=!"23•y?1 1'-4 1 �1T�i1 L Iall'R SIAN BLIII IFR THE S. )FFIIT FL Pik INSTALLATI0N CRITERIA IREFER'TO THEPRODUCT APPROVAL FOIR 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. OVFRygN TO TRUSS TOP CHORD + + �FNGTN PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. CENTER SO IT 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) 1Od 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 WE MSTAM STRAP CCC QLCCT I'19 AAIM 2"x BOT. PLATE W/ (2)1 Od @ 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 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 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 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • °• a" OVERHANG-L' VERHAN 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'-0" 5'-0" IBM ° ° D ' #5 BAR CENTERED W/ IN TOP o KNOCKOUT / 04 CHAIR BLOCK MONO FOOTING SIZE AND .REINF. PER PLAN I — •'. D °. ° AND SECTION DETAILS -I _I n CLEAN FILL D ° . D DIRT z STANDARD o P 99 HOOK N #5 BAR IN FILLED CELL , - so a d'a `�o®® Q �b, es � • \ O e � . V C ei � . 0 O e . \ 0 e � . STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. M N O N 00 .s: _ . 1 o o LO CIO Q �y Z •cwC t pj{I 0 z Q > W `0 U M Oq y �> M c 5 N "~ u d co V = a o W o � _ o 0 0 N Q °N v w Qc W 70 � L MO 0 0 C3 a a vLd , w Ut LLI LU P w J W 2 0 H � J � Z tY ¢ z loco jo Q Q�� JaOaW cn cn � - o���OZOROOM Z�U 0 0 z w w- w-� w F- w 0 a. a�w°�la-�ZLLjZ Q ¢ LL 0 o oQz§ga LL¢ O F¢LL >i O O Z W 0 i/) : ti 0 � O Q C/) M C ti I-waM 0- 00 Z U wZ� W J O O J AR L 2 1 2023 Virt al R vie As ist. nc. Plans Revi w c mp eted and appi 0 for Compliance wi h th 20 0 F1 30t I ®n by ® bra jne I K'a I r,P I O N o N 0 N �- N o 0 0 0 LOM M O CD CD C CoT O O 1 1 1 ' z O Nw o 0 0 CDI I I L/ > N M I i p �' M' � �^ >- zl- W vJ ¢z C)zw co �--+ +� O W v �00 �u� Lo 0 awo z IX - (L Lu I w < Ln mr-Lu 1- N � O zo= W a- QI_--O LO 2 0 m� z�0 O< U J w LL Z �z ZQ �< 0U 00- W F- G✓ zZw w J � o LAST PLOT DATE 4_0 Z 0 STRUCTURAL DETAILS - RETRO FIT SCALE: 2' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS Eo 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING SECTION VIEW SCALE: ' = V-0" VVHLL 3YP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS IfIEW "A" SCALE: 1" = 1'-0" 1 PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED -_-4" PLYWOOD GLUED & SCREWED TO _ PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'4" SECTION D-D SCALE: 1" = V-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS `2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLUED AND NAILED TO STRINGER DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER -3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4' TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER TREAD--,. 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP '- 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = V-0" E SECTION VIEW SCALE: ' = V-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT STOP SYP GLU AND NAIL TO STRINGER—` 2-2X8 SYP BEAM BEARING IN WALL OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — G 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER 1 "SIDE) TO BOTTOM EDGE OF 2x12 STRINGER PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/a' X 2 2" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" 2X4 CUT ON BEVEL GLUED AND NAILED T LVL GA FLOOR G.T. OR 1 3/4x 16" LVL C NOTE: 2x8 DRYWALL STOP SECTION VIEW NOT SHOWN F SCALE: " = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1" = V-0" DRYWALL JOINT (DRYWALL TO COVER JOISTS) F.F. 2X4 STUD NAILED AND GLUED TO TOP PLATE /;k2X4 CUT INTO RIM BAND, GLUED AND NAILED TO ---BEARING WALL BELOW DRYWALL JOINT (DRYWALL TO COVER JOISTS) 2X SIMPSON MI (14) 10d x 1 1 L POST LET INTO LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SECTION VIEW "H" SCALE: 1" = V-0" ch N O N LO a` e, O - N 00 # —J ry 0 0 s W gar Z to N L moo, L'0 W b. M T c' } N U co Ln -0-of 2 M A) E -L .0 o W 2 8 o _O o T� v! O 0 m Q UD. .-s tfI %' W QN N >` 00 E 10 V °' a w LU H W J w 2 0 H � J � Z � ¢ Z Q (� F- QOX�c��'S�U) 0LL C1 aZ O O u aWXWOZOWO�mZ��U 0 Z cn a Un Lu w u> ¢ > WOo�op< Q~Wp HozUj U- 0w 0 O 00QZ ¢ �¢ 0 Z CV OW I— D M O Q U) CO � U_ 2 co U, F--wIZM �0-2� Z U wZ� W O J O mi IT 1 f ! Ass I t, It I c. ` Virtual Relfiew c ►np l ted nd ppr ved plans Review or eompliance wit the ahX Q nth 3bQ on by Debranne t� �— N CN N o 0 LOf� M M O 000 0 0 — N o 1 I 1 I i I Z O o Lo � N (+'5 v I I i � ZUj U) QZ W O W p 0 -4-0 O V 0 UV� O z> o�° ^� i.� Z ~ airy Qry�Ln= WLU =Q LU N O Zom ?- aLc) 0 mz a >�� Q V 0- z �Z OU p z ¢ Z Z W LUSTJ LAST PLOT DATE O z4" J STAIR DETAILS 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 • PC 8" PRECAST LINTELS = 3500 PSI • PC 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • PC 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 PG = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. 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 VERTICAI- 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. • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + 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 SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 410AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB 8F12.013 8F16-0B 8F20.OB 04.013 8F28-OB 81`32-013 8F8-1B 8F12.16 8F16.1B 81`20-1B 8F94.16 8F28-113 8F32-113 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 bl13 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 1 4605 6113 1 7547 8974 1 10394 11809 4'-0" (48"j PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 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 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 1 3127 4006 12'-0 (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N R NR NR NR NR NR NR NR 300 1 548 950 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-`Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6.OB 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6.16 8RF10.1B 8RF14-1B 8RF18-1B 8RF22.1B 8RF26-1B 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8000 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 1 3699 5206 1 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 9311 19 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 1 1825 3120 1 5048 7915 1 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C40AST.C,9cm SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1 J24 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 64" (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 C^W1111,-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 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 410A37w41100441" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12.1T 8F16-1T 8F20-1T 3F24-1T 8F28-IT 8F32-1T 8F8-2T 8F12-2T 8F16-2T 8F20.2T BF24.2T 8F28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3566 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 1 2694 3295 1 3897 4498 929 1492 2093 1 2694 3295 3897 4498 6-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-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 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 105214 121814 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 1 390 655 968 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 8 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 122514 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-CRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10.1T 8RF14-1T 8RF18-1T 8RF22.1T 8RF26-IT 8RF30.1T 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 1 1262 1900P2204 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2758 3312 3865 570 1097 1651 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 2442 fi 2931 6 3257 506 967 1462 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS > D > D > D D C C C C C BF16-1 B/0T 8F161 B/1 T 8RF14-1 B/0T 8F8-1 B n 0 �/ 0 01 e d % > °D � eD 4 C % D > eD C C n 8F12-013 MT D C C L 8" PRECAST LINTEL W/ (11 #5 HOR CONT J BAR & (2) COURSES OF 8' K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - GROUT FILLED ALL ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR Q _ C.M.U. U) (0 x D OL ° w U v w- 0 a #5 REBAR AT o U O O o Zj w ° BOTTOM MIN. (1) Gaon-IxZ REQ'D ¢LL(J JJJ z - w ¢ W 16 GAUGE zi- ° POWERS STEEL (� 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 C.M.U. Q GROUT 00 `S #5 REBAR AT BOTTOM YA OF LINTEL CAVITY vk BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL U ACTAL (VARIES) 8" NOMINAL WIDTHTI TYPE DESIGNAON F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTHJ I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= OC7 W z= o C C O CD 1ST FLOOR LINTEL PLAN (ELEVATION_ B' 00 211 LO CD co L00 Wz 3: q q 1:� n CM. LO co 000 D N k O Q Z Q ^Vi � W �O N 1= � DU � 0 M � d w. j .O L ch o ono a a • N W 0,-: in * W pw ULU � wpF- F`'� � � �¢�z� ¢ z 0����a0¢tr¢LLUO��O Q Q V ��OJzLL�oz2�p�¢¢ O O � c7w�9OzOWO�mz=�U �Ur d�� W W�CnLLR'¢0 J (n 0 Z ��QOWQ�?WzowUoa ¢Ow g_�I-gYZMQ ¢ LL LL ¢ � O p¢ 0 Z w >_ (n O < J 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)05L (1)#5U (1)#5L (1)#5U (0)#SL (1)#5U (1)#5L (2)#5U DETAIL'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 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2QI2 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'4" 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 1 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 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 639 1167 1167 1152 1152 714" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 467 853 853 759 843 1014" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 398 727 727 582 718 1l'-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 1 570 570 391 570 13'-4" 12'-0" PRECAST (2) No. 3 2 No.5 287 525 525 337 525 14'-0" 1214" PRECAST (2) No. 3 2 No.5 270 449 449 286 451 14'-8" 134" PRESTRESSED (2) No.3 (2) 7/16 strand + N.R. 522 522 360 499 2 No.4 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 2 No. 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 2 No. 19'-4" 18'-0" PRESTRESSED O No. 3 2 (2) 7/16 strand + N.R. 277 277 202 281 2 No.5 20'-0" 18'-B" PRESTRESSED (2) No. 3 (2) 7(2) strand + 256 256 188 262 2 No.5 N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 2 No. N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 203 203 155 215 No. S N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BARAT S-SOLID LINTEL rLOWER LINTEL CAVITY [8xl 6-P-1 L/I J] NOMIN lL WIDTHr LQUANTITY OF #5 BAR AT NOMINALHEIGHT 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'J' DETAIL'H' &'J' DETAIL W 2'-10" l'-6" PRECAST 2 D4.5 WIRE (21 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (21 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 f2l No.3 6614 10000 9053 10000 5'-4" ---- 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 74' 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'4" 9'4" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'-4" 10.-0" PRECAST (2) No.3 2 No. 5 1568 1568 1222 1568 12'-0" 101-8" PRECAST 2 O No.3 2 No.S 1439 1439 1075 1439 12'4" 11'-2' PRECAST (2) No.3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0' PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 2 No. 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand 961 961 446 872 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No.S 22'-0" 20'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 720 720 366 716 2 No.S (2) 7strand 24'-0" 22'-8" PRESTRESSED (2) No.3 2J No. 5 (2) 642 642 306 599 DETAIL 'H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL r'.OWER LINTEL CAVITY [8x1I6-P-1L/IU] NOMINAL WIDTHJ '•• QUANTITY OF #5 BAR NOMINAL HEIGHT J UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID ##511 UU(Ol LL SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DEfAIL'DG' 3'-8" 2'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 7-10" 2'-6" PRECAST (2) 04.5 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 1 2290 2085 2085 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 T-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 1 903 •:•fib; .•�Ir •".••:. DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P-PLAIN LINTEL QUANTITY OF #5 BAR AT S-SOLID LINTEL/ -1 rLOWERLINTELCAVITY [8x1 L/ 1U] NOMINAL WIDTH H Ij6-P-1 LQUANTITY OF 05 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE &LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#SL (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)05U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 5'4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 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" 101-8" PRECAST (2) No.3 2 No.5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 1314" 12'-0" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 711strand + 1207 1207 605 938 2 (2) No. 164" 14'-0" PRESTRESSED (2) No. 3 (2) 711 strand + 1095 1095 551 887 2 (2)No. 17'-4" 16'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 836 836 426 763 2) No. 4 19'-4" 18'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 655 655 340 645 No. 20'-0" 18'-8" PRESTRESSED (2) No, 3 (2) 7/16 strand + 607 607 317 601 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7(2b strand + 488 488 260 493 2 No.S (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No, 3 . (2) No5 399 399 217 412 .;: ' ,n, �. DETAIL "E" DETAIL "F" „4;: 1. DETAIL "G" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL r LOWER LINTEL CAVITY [8x1`16-P-1L/1U] NOMINAL WIDTHyIJ QUANTITY OF #5 BAR AT NOMINAL HEIGHT 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)#5U (1)#5L (2)#5U DETAILV DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4-0" 2'-B" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7'-8" 64' PRECAST (2) D4.5 WIRE 2 No, 4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 11'-4" 10'-0" PRECAST (2) No. 3 2 No.5 2082 2082 1590 2082 12-0" 10-8" PRECAST (2) No.3 2 No.S 1895 1895 1401 1895 12-6" 11-2" PRECAST (2) No.3 2 No.5 1775 1775 1279 1775 134" 12-0" PRECAST (2) No.3 2 No.5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 1*4' 13'-4" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1948 1948 1093 1591 2 No.4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand +2 1774 1774 996 1494 No. 17'-4" 16'-0" PRESTRESSED (2) No. 3 strand + (2) 7(2) 1368 1368 771 1264 2 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 2) 711strand + 1084 1084 615 1095 2 No.5 (2) 20'-0" 18'-8" PRESTRESSED 2 O No.3 (2) 7116 strand +2 1008 1008 573 1048 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 877 877 501 966 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 (2 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No.5 740 740 393 772 r .qq a •. qq qy DETAIL "I DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL r LOWER LINTEL CAVITY [8xl j16-P-1 L/1 U] NOMINAL WIDTH) J L QUANTITY OF #5 BARAT 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 REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2,6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT - (PLACED IN FIELD) 2" TOP LEG BARS: (SEE SCHEDULE) #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN ;,STIRRUPS AT 4'-0" cc OR WELDED) fOM BARS SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD 2" 2" 00 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#51- (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#SU DETAIL'Q' DETAIL'O' &'P' 2'-10" l'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'4' PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0' 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4' 3-2" PRECAST (2) D4.5WIRE 2 No.3 10000 10000 10000 10000 4'4" 34' PRECAST (2) D4.5WIRE 2 No.3 10000 10000 10000 10000 54' 4'-0" PRECAST (2) D4.SWIRE 2 No.3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5WIRE 2 No.3 6251 10000 8615 10000 6`-6" 5-2" PRECAST (2) D4.5WIRE 2 No.4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5WIRE 2 No.4 6266 6603 4891 6909 7-8" 64" PRECAST (2) D4.5WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7-0" PRECAST (2)D4.5WIRE 2 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5WIRE 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.S 24 36 4 2 36 1727 2436 12-6" 1 V-2" PRECAST (2) No.3 2 No. 5 2269 2269 1577 2269 13-4" 12'-0" PRECAST (2) No.3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1878 1878 1225 1878 14-8" 13'-4" PRESTRESSED (2) No.3 strand + (2) 7(2) 2413 2413 1338 1974 2 No. 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 2199 2199 1219 1846 2 No. 17'-4" 164Y PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 2 No.4 19'-4" 18'-0" PRESTRESSED 2 () No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 1254 1254 702 1271 2 No, 5 21'4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1092 1092 614 1167 (2 No. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 1023 1023 576 1121 2 No. (2) 7/16 strand + 24'-0" 227 PRESTRESSED (2) No. (2) No.S 898 898 481 947 ■ r �. °41 a , ,•7 'K. DETAIL "0" 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'DJ' DETAIL'DH' &'DJ' DETAIL'DK 3'-8" 7 4" 2-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2'-8" 2-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-C 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0'' PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5' 8" 4' 4" *- " 0O PRECAST 2 D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 641 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 ?'44'. DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P-PLAIN LINTEL/ �7 QUANTITY OF #5 BARAT S-SOLIDLINTEL I r LOWER LINTEL CAVITY [8x1 I6-P 1 L/1 U] NOMINAL WIDTH J LQUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY TYPE DESIGNATION P-PLAIN LINTEL/ �7 QUANTITY OF#5 BAR AT S-SOLID LINTEL I rLOWERLINTELCAVITY 8xl 6-P-1 L/1 J NOMINALWIDTHJ `QUANTITY OF#SBAR 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 #5(1)U(0)L # 1 L SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DU &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2" 2-10" 2-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4" 3'-0" 7-8" 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" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7-8". 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 8'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 1 2158 1 936 2036 !, Rzi.' 7��11�11�7�i■�7��a11�11�]I�iY■�I��11�IL�7r,lY TYPE DESIGNATION 7 - Ai �I r IdiiW gmxJ] L*W IT I� 0 UNIT '2551' - 1ST FLOOR PLAN 1 /8if = 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 PLAIN 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' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 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" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 4' W-1 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD - SOLID #5(1)U(0)L SOLID #5IT) U(i)L SOLID #5 (1) U (0) L # 1 L SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 7 4" 2'-C" PRECAST (2) D4.5 WIRE 12) No. 3 9620 10000 10000 10000 4'-0" 7-8" 21" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4'-2" 2'-10" 2'4' PRECAST (2) D4.5 WIRE (2) N . 3 6796 10000 9505 10000 4'4" 3'-0" 7-8" 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 100DO 7066 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 100DO 4325 10000 6-8" 54" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7'-8" 64" 6'-0" PRECAST (2) D4.5 WIPE (2) No. 4 2693 4979 2069 4671 9'-8" 6 4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1 1552 1 2996 1183 2844 41 ..i;�1 :•�ti,�1 'r•*A DETAIL "DO" DETAIL "DP" M." DETAIL "DQ" TYPE DESIGNATION 8 aw I ,•- �[8x6-P-L/IL Lw TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITYOF #S BAR AT S-SOLIDLINTEL -1 rLOWERLINTELCAVffY [8x]6-P-1 L/1IU] NOMINAL WIDTH `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type YP 8"X8" PLAIN 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 5'-4' Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" ' Precast 403 1134 Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9-4' Precast Precast 222 772 10'-6" Precast 156 600 1114" Precast 132 651 12'-0" Precast Ill 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 17'4' Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.K. = Not Recommended i M N O ib L0 00 f e ) a4 " W . x 0 LU d' z Q tno) (B LO E \W L '='0o u m C`7 ^ d 7 0 ■� N M V � �� ) M t (0 Z) O O O u- g ._ to N Q C U � V Lu 0 N W L cc)o Ec 70 0 1) W WLLT W J W 2� O H- X J x Z Q� z OJO Q Q I- V QOXJ(n0' U)�VOLL C00QZu-I--Z2�pZ¢¢ Ov�X=OZOwoomzz W W- W^� 00 0- 7 W W V X Q0¢pwQazwz0Liju _1 'L ILL OW 2�� 2Ym�¢ OQ 0 OQQ� 0 CN ZW 4 'O vJ 0 co 0 Q vJ LO qIT G (D - N� W _M a-G Z V W ui J 2i 14 d Virtual eview Asist, I Inc. I Ptans Review am ith tie jAe 2112 an 0 �p BC 7 roy h itio for comptiance by Debr, An e Kt hr X23 0 a N CD N N N N N u O IO�C O O M o M o O C) 9 CD o O � N o CD hl 1 z O Nco L0 u>, Q oao N M 4 , d' 00 zZ W az W C)� W °oo -+ O U U N 0 Z)zj ow- 0FD Z w~a ',.l / _ L F- N zoo ■ ■ W U) QI-� 2��2 n / 5 O zwo �L O (�aZ� Z Z �z �2 OU 0 z S12 z W ui J �- LAST PLOT DATE N z O - J STRUCTRUAL DETAIL B Rot"atiring Wacker's 1� � Or cpguit�;Tel�i -1-V-2'x 4-1!2'x 2- 11 " See Anch-cu 5izhedule Bolts- 112"Dial 7YR,) Wa5hol / self-Loirring Nll sil Pplyl Cili Yissil mext1fil milrONOTOOT 2l STOTOOn ITIOl Prool Im, owil &Twisd) cwporl sudcadwis, Oarow- uTsorrof MlOviT.vO',009Y C.-Oldt-Tir, urrill E-L.Tion RWW I,,- ProloRrilend Ensln,ter L&AMAIEUaL219 PuTiTILIlmaw ft. &_dV_t Ul 6insi kill 01 94&A1! 1 6"ltvmt Moral #1 W� Ill s—werit mil 3154_1T__ 8`n`r(v.`d1r=4 811urrvord Mail V`1 ZES(i 7 arilIAVOl llkdtl VISil Back Cross Support Ol be Cut w W1 Right Bracket (16 Gattq.) t 14 Self -Dr il 11ing A-1c Unlit Bmtorn Edge Hwic-are Strap (Typir.al: 3 irt frorint) roTnt Cross suppi (May tie cut to W) Lieft brac�ket ('16 G,)UqP,' 4 14 Watir Crims Sispintil, frita A,IC Unit Qypil:Oal'. 3 call li�k�k� fErr hurriCarril � Too Florida Department of Business & Professional Regulaton Building Codes and St3 ridal Product Approval Application ciolail Nel al i7jisl trofts, " PATl ITIR, Milhilrdim MIR Quill 41121nerl rhArAp. YONOWITOr MAW furwIlluo MZNullpyal AlIldamliTa ftorr MIghoolhowhl "Al F 0' E L Will l TO r 077)40-rTM ri "3�41i �IlQCT­ 1 $00 Will A ADDtovIaL%Y" Alaill Ist Uira, )ROVER D.$Iw flnedind accusal �Iaeeil PAU QuIsill Hill e-placne Thl i F- Ol Fr� a V-Nat - V-A = :., NA I F.i, rff., Flood e 140-I'll OiRid YOO. y- KA ,100i h1lodrilcenvol 12?3V21l yes Yes MIA it*,)�Ow ".ol S.00 SEA 123112021 1- Ye. WAT -ST)-tin 1&zSRd;Q.AOMO Olow FloW VI.OTOI 12alt" 3 1- ROA I'll ml ED RATTIOR Re" v4w 1 n�1110111 Yet U.AO -,E)-�lnrn 14 .94pa Doir Few Vel r 71, 11 o IT 2 a V 6,d Pil Deparurent of Business & Professional Regulation FAidding codes and Standards Product Approval Applicatft Detall DAL, MkEl M 2tA E290- Ok U— M ikAd'll 2,ldww FEC &Moeul� RT,1%OA, WN DrOXVI Well lrr,T� Zgo�rrry R Pricst 0*0 ?,oll P C 59i'l oamrla= (181120rolc la,13OW7, 'Il 1 FIE-74021 354) law-larl Sub0ani,qW. hislall ReTirs cooliftel serthod, F-%iVW RAWr so" a FI.rda R.9-1 ASSORTOW, or. 0- Oled, Flol rkofelislisl pnizir— [UUTM�Itfi Ngavwd for Use [Dim gul top 9, PAK JDAY119 ReAl PnOswird Voll ii Rapfing SyTin— mAl.: 210r, ZOIOT12025 Y,,.-, MOTT. ilo�IAO T)V C 5V Florida Dolsaftant of Rularral & Professional Regulation P lf 4 Elwe,*Q Codes and Standards PrispoludApproval Application Detall coft &Oft Dril PlAndsic 9--M arre Vl sirr,diewiv corst.d ft"aal a Vdaces Valldl Or "RITTROW luaO FK hyilgs-1 Nam, 9,10011- wA) -nwrrl TI4, loa ll stel jaisTiOrson tyil F_ sch fliat P F_ Inian J. rjlT,J, P F "l 5,1021 1 z13 K lmj:� 0401f2ol nNo"W"I ft-r—, "Aral nlircll�ll P&CWTS TIQ41K TONOT5 ale'l Erm ds9pe corriclial Mel E."'Oulal fton: Irm R iTn Marda Reg-radATO-ThAlldor. U—ir FOT.1d. Prollmlorl EnTill FLO(l IONAIdrols, ID Aurninval J_" April f., U229 12"M Im# or COS, in M2 C!TO HWZ 4.05ll I Nol TTWe:8 OsREStArir.E18Ol OT-airiull 12,31TS0:215 N. yel Y_ carnpell" ess. Faioip;. soll crior rotrranDOEATS**l X10oulul le. ",enerrill Rhel-U-All S-11il Hoonlre](SU39A &qd1rnp..t&u-: Op. W. Y­ Wk coring, "0" Ill ftergrear 51,,gle Val wrl Sldoltl (InTrAringoutsi n). OX on Ol conflo.retral c, TtwTill Sirv-Otmic And SmixOrl�81TTr "annnalsill � &SSTl Inif2ods ho Yll Y's ?Vk CwpwAe Edge �L;rgll Dil Deal "T "51,AX 81dol To xx on c.TV17 4 d Thbonle-Te nbe'--Till od onwom-Shil N�rlel 81`ocij�3 &W.Arn Opilln- 1331 V-111 4i �&rl YrT T`4A Cer-lill UOT, 5 Ibe-Ol Rlbo­_�-cikil Norl awl &-nii-POOSIOTTS011 opil i zT3"',S Tl U. SE, coorpol ETTITTOFSOSITOOTilsielis" 0-1th addirfloo d"-fr*Ol r"ol "0"' - O'V(5 oorliw'TO 6 OF Posl Fba-Cinuarnal Snrr�Sur Norl Sell lirsa-E'SiTTOR&OTal Crown, 12-11:1126 rl� Yes "Als. 96S C-Opirl llift. Eir-ril r-rizerk—ith ili wIlh.urtellulkill AX . 8YAO TonfiliTrwilil 7 t, ThenrSl FFROTOO-CAl AM Srsaodl Me'll Ileal &qj0srw",iTl Gruo 12rJ1f2G26 Ino N" Y_ MZA C-OlposdA, 64gd Fdz101r,.- larOl ZL- x -ndoeir-OTOR a Ji, 11O.—T. Whar-ConTiE im SnOlsoil STOOSTS, I MIA "IncinvervitS oxiol !1.1flgrrrTl 9 TISTIOTA-Ti"Ll FM--VTRSS_ JORS S7ced)--Sorl N=OTTO %#dsh 12.1l ft., cornIl sea. gosirl Silittio Derr w4r, ,oll seem- K<TOO oxxo oarlimnsaTTO 10 J TTmmrTT,-TOuF4lOir-CTas%l sO1 crOMIT,sler Merniner Tq.A*,,pAet&l GlezoO I znlfroza NOT, Y. YOn, NVA I lcrnoeril Ell F ce, dass irlpsle D" 'Inavrinvo.tswin; � x ,anoTSOTMOOT 1� I. 11harall 0 , I d rill (Sol 12316R25 Or, yes Yes wAT corrol Elite orot DT>,TF A, 0 atal xo, Dx& cxo _f9l 12 1 Th—Ol Fa�­Vnl .4 Smool Nofind "Al "wrirreevusl oral 12"I'lll Ft, Yes Yll WA ConAloushis Edge SbOl Dl a-'ah � P'"Iri"Till �o;or oxro Tionfisuradol 13 In Nol ri 4;ro1ArJ"STeRAql 'S."Ol 1231 rim H. Yl% WA Molded oQvn corldr.011 Eas. Isseubma alineris C10of I hirs.0 Til FATOR 14E E - STS Fir -I 14 r, - Thill T On FO.-cias shr To t­ -th -Shr, Moil 6,wjR.S REl Y,,A W. M.k%,t oPST r7-0,rel Edo. RO"Mner shl 15 OTO, lhlrirm rrTi Nrnw-Ool Orm Rmcoth-suir "al Ulil Glrl 1,21"Dum N. Yes Nil C4.n omp-A,, ErIl l 1.T,,O4111,r,,1lI-1 GOSSAVISSOOECTil 311,111m r]s1AO1PToToT,Vs,l YX or :aS7w anribnoirleO q 16 HoNnTII I TP3 1,17126 N. dai, Y­ RIA C­Tp.�AO, E�Ip. P O­gs,- oe g. 0- . ITT Welded ('rer,$ideirrol OCA - oXo -fil rou'll -17 -11wrl Tm Fibier-C*l Ord ivirnoolh-,olarr Hol eaTill �Q*`Oclovoo&.l Coll 12131Q02,51 No Y" li cornrl Edge Flbirrsii5lss- D�mb�. D�ll or AA1% l Gazed MrOl open Swine- XX or OXX0 ronfipirml Golk Mal clown MANTITo4jur hi-ek. FICT111ndlial coilersiry: Ill r�� ST&C.f."q, ZUETOOEldeft V� ATill C-TSWOOT. MMod! COldili-011 TU. . LiAl 11.4*12LUOR& Ete ITTIOAL lo-Zor- loril 1, Sol" All hl Ag�gd for vise Awrill for LOS, 2am M-41 nrlp—i - 2i==I- Qvt.4. hy Vrl SWO Git- DOw Oo-Eil 7- V_ March 6, 2023 1 LAl_ 0 i I IL I i I As required by Florida Statute 55-.3.&42 and Florida Administratil Code 913-il please proOrAde the information and approval nul,milbers on the building components listed below if they Vis"1111 be utilized on the constrit uction project for wl ich you are applying for a ,Category/Subcategory I Manufacturer Product Description Approval Number( =)TG st Pressures Expir, Date 1. EXTERIOR DOORS IFL20461,1 I A. SWINGING 1rherrr aTru Fiber -Classic and Smooth-Sta.- (NON -IMPACT) +67.0,P-67.0 psf 121131/2026' 7herrr aTru Fiber -Classic and, Smoloth-Star (IMPACT) FL20468 +670,01-67,0 psf 12/3112026 Them, aTru Fiber -Classic and: Sinooth-Star (IMPACT' FL20470 +80,0,1-80,0 psf 1 2/31/2026 B. SLIDING MI W.'ndows and Doors Series 420 FL15332.1 -PL15332.5 +40.0/il psf 121131/2024 PGT Series 5570 Ill 21-0205,03 +38.71-38.7 psf 4/14/2026 Pella (_-'.orporation FL2646 C. SEC11ONAL Wayre-Dalton Series 800018100/8200 #1105 (8X7' ) FLK,l +31.011-35,0 psf -412/31/2023 Wayre-Dalton Series 800018100/8200 #1123 (1 GX7) FL8248. 10 +30�0/-33.5 psf 12/31/20.23 Waft--e-Da,ilton Series 800018100/8200 #1124 (16X7) FL,8248, `1 11 +340.4/-382 psf 12/31/2023 DO METAL LOUVERED DRS Curries DiVsion ofAADG, Inc 60 7, 707,727,747, and 847 Single & Pairs of' Doors FLI 1537,1 i'll (see inist sht'i 12/31/2025 2. WINDOWS A. SINGLE HUNG M' W.ndows and Doors Series 18.l FL17409,2 + 600,0/-60.0 psf 10/8/2023 PGT Series 5500 FL239,2 NIA 7JI3012025 Pella Corporation Series 010/20 FL11206 +35.0/-3500 psf 6� 17/2027 Pella Corporation Pella 410 Seneis F 1" 11 6 6 0 3, +60,0ol"011 psf 6122/2023 B. HORIZOINITAL SLIDER IVII Windows and0clors Series 18.8 FL15351 I +55.0/ill psf 2/ 1612024 Pella Corporation Series 10/20 FL11161 +30.011301.0 psf 3/27/2023 Pella '�'orporation 1 'S- Series 10 SI aling Window FL12811 lilill A P1, OF 5.12-512031 C. F RE 0 MI W"ndows and Doors S e ri e s -1811 5 FL15349.1 +60.0/-6000 psf 4413112023 P C-3 T Series 5520 FL243-5 NIA 4i l30/2025 Pella Corporation Series 10120 1=1 cc 1 1 6694 +50.0.1-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5125"2031 D. MULLION MI VV�ndows and Doors Series 5764 FL15353,2 N(Al 2/3112024 PGT Series 5500 FL126 1, 1 WA 5126,12026 E. OTHE R 3. PANEL WALL A,. SIDING Jamets Hardie Building Prod, Cemplank 'Lao Siding and Hard',ePlank Lap Siding FL13192A - FL13192.2 R, (A 12-/31/2023 B, SOFFITS Alside Solid and Vented Vinyl Soffit FL15272,1 - FL,15272T2 +7&01-75�0 psf 121/31/2023 A.plil Aluminum, �nc. Solid and Vented A[Urninum Sofftt FL16544R5 +54.2/-:541.2 pisf 7130/2023 C., OTHER 4. ROOFING PRODUC'TS A, ASPHALTSHINGLES GAF 3 Tab. Dimensional FIL10124A NI/A 12i 1612025 B. UNDERLAYMENTS Tamil (for Shing" Roof) le lb Felt Underl 151 ent FL12328 NIA 6/29/2023 Plyglass USA, Inc i (for Tile Roof) POLYSTOCK 7U MAX FL5259 N/A 12/2312023 C. ROOFING FASTENERS NOT USED D, ROOF VENTILATORS T—hornpson Arch Metal Com-p. Off Ridge Vents FL1691:8,1 - FL16918A N(A 919/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 I'll 12/3112024 Lomalco, Inic DA-4 Exallust 'Vent FL17202.1 +97.5/-97.5 ps,,-, 12/1012025 E. ROOFING TILES Bona. fle Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral -rile Saxony 900 F11-7849.16 - FL7849,,20 RIA '12131/2025 F. METAL ROOF Drexel Metals, Inc, DMC100NS. DMC 150ISS. DIVIC 175S, DMC 200S, DMC 5V FL17679A1 +0/-180 12-/31/2025 5. SHUTTERS A, STORM PANELS Globle-T11 Protectioni Products Galvanized Steel Stomi Panels FL15076l,'I - FL15076.2 NVA 1.2/3112023 All'. Arnerican Shutter & Glass is GalTvanized Steel Ston'n Panels FL17869.1 NJOA 121-31/23123 6. STRUCTURAL COMPONENTS A, WOOD CONNEC7ORS1 USP "-.3truictural Conn, see chart . ANCHORS Simpsion strongill see chart B.. TRUSS PLATES 17"ll Buking Components Alpine Truss Piates FL1999O1 - FL1999A N/A, 12/31/2024 MiTek- Industries, Inc. Truss Plates FL21971 - FL2197�5 NIA 12JI31112024 C. ENGINEERED LUMBER Weysmaeuser Kim Board. LVLOO PSL, LSL FL6527,1 - FL6527.5 10/3112023 D. MATERIAL Cast-C.Xete Corp. High Str nOl Concrete Lintells M I NOA 20-0630,15 __N/_A. NIA 9/11/2023 Commercial Concrete Products, Inc. e High Str ngth Concrete Lintels FI 1774 L N/A 5!2512024 The products listed below did not demonstrate product approval at! plan, review. I understand that at the time ofinspection of these products, the foi owing information must be "able to the inspector on the jobslte� 1) copy of the product approll 2� APPLICANT SIGNATURE Florida Department of Business & Professional Regulation Building Crides and Standards Product Approval Appikation Detail odide, I ci I I o5oel D& MIR Tku ygm� MMASIMar CoLkl =11l YA 9&9 '0111dAwl lsjorn= 'NAll 6MMAd ftly R�Tll XO20 -OOSRSSO T. corpenOnon SEE�ff Mipel bOrrJon r- SobtitTillft P L RE- J. KOng, P 1-- Approl �;� au'l D... tam w-r.28 Pl�-434W is" 3) -b-T-tl suncronlacry. swisIling EK:ol .1-1-0-nermAlIfu 6S Complial Reflil Eviskiation Ti, Bol Retrill ArChIll " a LiCeniildl FrarTAOT -'rilizoonal E�nqdneer ELM20-47W. emb-4a Apralul for Use 12&M=LWL= Im pact Design §t91 P-dict Motor. Will bt? or Name In FrVHZ 2AEoe —HVHZ R__Ill a,* -- I a Th�_zrTrij Fiber -Gill and SisniOtth-lorl Norrill II&O011 fkquo� Impactl Open- t W1 Yes YM Y" WA C�mwAtTlEdg Ors b Tbennn.-Tm Rber­Crazuk; and SiccoIn-Star ye's WA (7=�Irol Edg. FdTaTidimn Sirl Door ith Sill "rool g, )l CPA a r rIJ(G- An, 9r) Moir in 3 nisinnu-Tan Fitisr,(ITTA& and Sneaci NOT' i1al 1-4-116 U1131aZZI yos yea Yea WA Cornpierifte Use FilbOl Dow bl Doo, Yith or -�Offlholft Sidarbes, OXAl eiro'quol 4 d NO-f-11 8&Al &r1OotrMP81li2OVDt, Opel i2rdiM22 Yes Y" Yes NrA Cornposte, EdgQ Fborgrass Sirl Door lln�wrg?Qutswinl X oonNuralion!l TI �17. rb-Co011 ridEsin-th-Sl 14—T 8,OlI011 Opq,- 1 Ill Yes Yee, yel WOO Cori,pr-ile fto F,Tlinoldse Svir$v Door TTIth EEr4OOl aftWand9i )Q, OX or OX(� corna-6wis) 5. f T-noranal EllsorclarTgA. and snecolth'Elar aasl Ekqu0t;IMPZot&quTst Opaque I mi TO= Y" yall WAS VA r.E h==0r&rTiN4at5rAin9-_)(XorM0 -all.rattl 7 0, InYOlaisma Tw RW�Gkll and Emoollil N=bhl dUl 8 Rl IMPTICtSil G10260 120 31 rlm= Yes Y- Yes, NUA c-ornitio9ft Edge ribeirgPoss. Sal Door X configundfion), a h. TIAervinill Oil Rber-Clal end emoodi-Stv Nol ft M. 5 &quot Impa'AtiriL.Tat; G1011,"A 1 Z131 *W. Yea yt� _Yas VA icvnirel Ell FoleTiqla"' �in* Door YVAIT adefil OnOrWriglOuldl All. OY, or 0X0 k"11i`n00a&quVt, Glued I W1 M1212 Yll yes yes rOVA Co011urTater Edoe Fiberglass. Deu ble DOXX v011 V r KX_ or 0s,,l "onfiguraflorls) III TlOwNsOr-Tr u ribOM-Clal and Smooffi-Star Mail 1 6&951�0 61al Y" fl- Yale 4% corR"A"ne Vdpi, Pitirela" s1rill �c*r tlo�oirfioiir�rqc X OSr"hOaUlTr[lTbN� 11 k 7 rEl I ru Fber.clal And sewoilh�sbv Noffiln2l 9a&SEr0 GIAZOW Yll YTO& See rTrA r-ompeote SSUT, nbovolia. Snu�e DTOor Turn, �§MoeW 0nrRSnw0ijVTAl NO, OX or SE4E, Lairrol 12 1 -heral Filse,-C]al ard Smoolhil N o nii ORT I ftf$9� 6) &q Lo� I mpal 0� G I Uel I= Yes YTTOT Yea, Ml Do-, won IS, = z5x MS 1=1=111111 XX or Mo C-4-ii WOul IS Oil Thenrl Foerr-[�W$l �Ond ST"Iti-ROTT opaque I ZQMIQV�1_ Yell YES Yes WA _,tims Een. Fibelglaes Shhol. Dow TOM iliquolJ�kMaspardr!Lquoti Sldol*a) 0 ovingloulwomi XO, OX ",No vi VatTarl 14 Or T?lerrol Fiber-r-lol and St"oo"tar, Noftnal S84­4,�ka opiel 12e011 Yes Y" Yft WA COTrnrv_=O, Edop Fibil lass, DoOTOO16 Door yon 8ll xJ11kal lenria ail OT u or; Side I itm (I nl TSIOCUSSAT, ija� OXXT) "'Rifisirolion! I o, 71,Oonfl Fi bot-G[Trum and Smoolih-Ol ni. rrl A-M! opaque, T A "_� 0 22 Yes Ol Y_ WAL coffliposks, EA. ribrall SlOryle Dol Tl IS il ThTimil Rbor-C TOOSSTO ill I 1EI; 1 12M Ye-, Yl yes l^ TAo, Uldo FlJ��erglasrs Dolill,lo Door wth 41112w, 01 Pil i,., Fitw Clamk., ond Skrxth,sor Op.l 112rW2022 YaOT, Yes No T,WA Drrn,,V�A, Edge � l".Oolasn Fndle 'Tonir X, Th011warl nbw-ClOml and F�"nrnl Sor, TloffTinl 6&l 8lzLX;TQrl4Qn-IrnPT*Oit8,cl 11PSfoll, I�T 1 '12022 'for, Y_ no, VA Gorn,rawe 15te Flof4asz, l8knolu DdOirmo, Al OX On ol 19 Thili­ T,, Filear-Cl,alsso, and Srroolh,Starr N-6-1 6oJi-ail &qx.O;r4or,4mpaotS_1l 011 !E1,1120:22 Yes Yll No 4A cor,posl rdga Fzrrrlg�m Derl ol wn W ,irtli'll S"Lft XXor Ol ­'-Quaral 20 Fibelr-Clasax and Sniocch-$tior "- OR iQO1 [3dOl E &dul N 0 Or -1 M PAio&qCCt Op ol- i 213-1 r2q22 Yes YeS NQ NkrA SkSEESTTI. Edgo FR�AJ[Ossse $mole Doldr �1 u ThRail oW-Cl4osk and Sr1o0kh-$TV opeque i 24o 1:1M YK Yea No WA nTil Edge FrVrsla� , STOol"T DOOT�,Olrr Ell 1� All XCT, DX a 10>00 21), ThSl Y_ i­`ADO­P_rE`n` lir bo �O O's" D"'J"ir Or, l)onl T'll rh OT r rrTo'll i ,, � 11 b W 4 1 ll 1 llnvynl�llrl�s il�"rfirrlr ]KY, ai CXXI) ,Virlr:IOffAl All Thm-inal FiL.i,Ciul and Sintoh-Sill %iminOd ASokV-S siAQttt,lo1 11 llr4O,,t&qiV1l, n1al 1 :1`3 V :Q= 'res No Wo Sol FoOTnJacr Sil Doo, itatienoilil%4l Xvx9rouratioll r- TherifA Tru Fro-Clsork and 6rnodtStA4 Nom�,,d a"Wa &qUntMl;1-Impwt&quaOO: Glszed 12PETrorl-2 10, YOTTOT �o` WA SSz C %go loser th OX or Mile, wofturaliotl 25 y, Thernril Nommid Glazed 121ql= Yes Yell TI&e ITVA C�abiesrftnrl Edge RbAl Double Door Oath or viff-fiSiTt Sideltell OnsOlvingfOutaAl C000 =15clOrOdi.rel Thtriy,* -Il Flizer-OAulaidard SMors-Scar Glazed YIN, See, Nb WA Ganowline Eu2e n"lass, sirl Door X courfiguraboll 27 ila, ThearrrOl Rict-011 and %moth-Stor Numsal 8"Wo GlAved 12T3)­Tr2[= Yes Yer$ rlic, Nrl Citimposl lioll FolboOrglOose, SOl cool .4didosl QrswnelCutinl XT)l OX or OXG confirpmTeon.) 26 Ar Thesiol Fber-rN�el and S=odi-asar 4ol ftftril &quothkon, irrisoctilIOlirl Glasuid lVaVr=12 �lt, YTS, l4lo NIA CoOmil F�,Ip a Double Door Oia, or (D Cl > (3) 0 CL 0 C Cf) :t:f ICU 0 U) 0 0 _0 0 —0 = .0 1 1 CZ N M c,_ CZ > cn 2 cn 0- C/) FFA Iff ff JUL 2 1 Honda Depertrinerit of Business & Professional Requiration Building Codes and Standards Product Approval Appticartion Delaill Poll 1 07 til Ol .... . .. . ... 1102XA 214 Assist, in A st, I" C� F-1-M&LIdaese VAIdillAd a. 911121al il Aggg '1' §Ada lew ssi Ual Review i Ual Rev FIft'll _-T1 r 10 WrOaSl TO DTAT� Category: l5vel Dcors IS= Si-TIgo I u� Rokirlo 1,ol 511SMi -A WEE PE [7"� OTS-37100 F1011­5251 11 ti On 317-S4s4 I Drer?xw wi S-20 0 "ol n S I ns and approved om P d a rld 2 iew Completed t iew p let SucOlOnOTal Sloop Erttra Ow AT:feriblks 020 rB( with the 2020 FBC w th e 2 7th Edition "i cipwalron Rocon TOM a FWa. SATeOini Arelb.l A Lworl Merl flat compl, Ce Ceebra rknnPX2 Klahr PX2300 KI ah r TSOIll bf e ebra Anne 100 I'VeftO �N= War kji�_Z 0,040 Will NAIIIrl I SERIES 421)"Ot c11N1lAI E�Xl AERIES, QTTALWAINUOe�' I)OX0 EE1 =4 No 140 N)A 45�344W.;Wcquot; NON-REIINFORCED 'i2r)ALUMINUM Ol S RRSo0AI_QrA1NuM$1,D0Il I EQJ,1ES4 OR IiD MIA C saspdl;�!W_Sil -0 OednFoll M, 3 51-Ilc O"LUMINUM mo FlEu!"Clill Silo Ol ALUMINUM WO REIMror= Ill I W1 RV_4 Ho rill rVA 4 �,El 420 ALL)MINUIA S330 RIEWFORCED 13E RIE-15 42e Atli ll M 815D REINFORCED OX. 1WIPrQ4 No 7OT,, W WA X<). )U :irOONOcnAx.�Gfl 5 &El i2l),4UMINUM SGO RBNFOlIC80 �Il �= AUTITNUM WDRUVORCED.E�,,( 12rA 12CQ 4 To KIA 14SAq-AaR_&Rl Flondis Doplarurord of BusIlnedir & Proloassional Requilation P" 1 T41 Alilldilwt; cndres And Standards WOW Produl Approval Appilkatilon Detail rMu X DZ-- .9111 mffalwale nag 7Y= yfftarn MuSuirl t-grAw VO*jald W Valldal FrIC Aorl !Voroved 99a Re'lislon 2DM %hr_­O`%tTl aSdoOO.FcOverhil call r-011 XTOl Jobn E S=I- JR, ", P Ano el P. F I all, 2rA 2M [sl -4r_111SRS) APpr�d 0-3D) .45a4l-f PE-61737 (9T14)62t-5X)Tl CA02orry blel weTO diOurnp5hawayn, dil T; &.bV,A.dol cltl Cm— 0- A —Ill Marnrifl— Mal 61.k.41- ROal I= . Fludd. RnitillinedAyetil a Llolrrsorr FICOIdA pidesslarral ElEnAror SALA Wociw Ill Us- 3 io, I X T 4 T051 ZM 4110 5 cl IM matOw"th I 1443d llIft:O l oll I tz;315!10V� No -y o. Y" 1" 11 S, �,, in roo �x �To, rMOT11 11 OT T, 64101 10 U Als 1 5oll #11-13 1"iKrjr M011 �46#1 il hrl UOTIOnq 1212 i 12,123 l�o Yes ayagrl Jecill it wDiT't I ClIVOWIrr IT r 124 i C sell Firm . On h - 14 810 59. M OTc IT o 01 01TOA na 12iii,01VI Il Yes m ill Ism iff Tiep or him"011ido 3ftbor, Col. Islas )Ommm f4riecl ce'S1 "'IT'lTs Lilit%oli WOlill TO!, carieurry: ROTIO-TITT DOAwir E11,11194 Ell T,%01i1-01Tsn1% cOmepital Witiott (*inl I'm* TT I.ATIng LiOls A gueetsu 757. T". end 84? Single �no TOOdl DOORS!, Florida Department of Bustriess IS Priefeselonal Regulation Building Codes and Standards Product Approval Appitcatlon Detall 9911.A guaga E"Oolf W A �kw Tw Rainy VIL LLIC, ,­10 T.14 SVJ Tol OrbhOlij-'r, armw D'surwan ROOTTO � Gliil Ad L—Ard shore Oil pioe of nntid d(Ool 'FLY Real In S Iwil,, svi=wm real di 1*2021 DO kidl Vl lisad- 0.14 SWAVII&I EFNasi2sol Agw-'eig ada I'VIOIX12D r W 117 1`20 1 zr`1=10 Nniq TOOTIA Q"ry Oell I AW.PY&V2I_kU Awreandifll Qedw &OITAIWa 11 0419 Ill, HVKZ omwo wyrtz PrOrs— , ziniq TORS Vol To- V.S WA Florida, Depor"erit of Business & Professional Regulabilin F.z. I If 2 Building Codes and Standards, Product Approval Application Dietall 0 Op-, �1:1��_ O::O:lOO 1 �l: solne P.� 0*4 Ol N& �fflgnv Ell All Mae Yl 20 hiervelarvill orril Enom"M 4, r luill sultmitud VW, Amravall Anaroved Rie"Rial ZION All Will Moll Inows DOTOOlvail AlfariohTr MInUdWOM ls� M Uddl l 11117MG20 willmn 1 Vrl 4N n Appro011 estilgirwrandool On in� oal TOT-1-t— A,-Itbn (7 11� 311-9464 labcaeorril _qnee Hung CorVolarl Iskilaodi Ceroll hiedl or Usl `_ Will MyriThIr or Nma Ai�_ Annow-W iii, U_ p1twRazwor, contract ol In HVKZ hos rcl Al 2'l Iniold casian Rtgg!!2 PrOnOlul 52A72 F.rTiFiral Fral. A, IGW. SiV1. rhal it NO NT" "SERAl Ellill SHEET NO. PA 1.0 __ - - - � - I- I . I I - ____L_I - I ­ _­__ I . -1 - - I . - I __ I _�'___ - . �. .' , , , , - - � - __ ___ - __ - __ -, - __ - - I ­ . � I I . 1. -,-. IIIQZCZ���� -4--a (1) (1) . = Florida Deparitnent of Busine%.- & professional Regulation P*ije 0 or e Fla -la Department 4 businesa A Pf0fe!PSk'nW ReqUIsimn ;;g - � '�'T I Fle,rkhn DittradmW of Rouine'S5 '& Fifefiession a I Rlogulalron 04d. I of I Flarida, 0 orle arn o rit of Basal a %% & Protossiarrat Fogulartion NW I d 2 — ('U a) -4-- (.) I Building Codes end Standards 1P5292? Bui 16 ig Come and Staniatoz $15"WAI ndkgriq Codes and: Standards I FV2LNI BAdIng Codes arid Standards 18=21 -0 > = 7 2) 2 w _0 Produd Approval Appilication Dritall Product '� ipproval Applic eflion Detail Produrl. A pidrwat Appficafiim Delall Pgoduer Approval Application Detail �_ = ," � - �[,��:,�'�h,�',��LLL,,��,'';�'i!5r'��i'�,'��7 'I' W:� . � �:!:::::I:: �., 'I' '' �:l I I 11 I I 11.1 I ''I'll, 11 I I ; -_ (1) 0 . I C" " �' I 5 fW&U, � : : , � :' . , , � I I I _ '�� I : : :: , , " �� - I I � I i 11 � � I � I t � !�: �: .. I I I � I I .� , : : � - I : I - - - - � ,:: I : � I . ::: : ::: : . � j - i I - - I � I :: :::::,::% Ii I � � I . . I I I : � , �' � ­1 7 � � �, �� � � 11 - � I � I 11� � I I .1 - � . - 11 : � z , I � I - � I 7 r I I I . I 11 . � I I I I -_ ­ - � &'_1 �'%_*L-U; " I , 2' � & - ­: I - . I- I . �. I. � I - � 7___ _____...._______ � I _­ - ­ � r I � . I I I I - , � ­ I" I I I � I � '. - — - - I . � I � � - I I � I I 11: - - - I I I I � 11 I I I . I ­ . I I I I I 11 � � I � I � I I , I L . — I I , I 1: 11 I I 11 I a r ­'11,1 ... .. ' I "I 1, � , I " "I - . : , , Iz 11, �.: I ' , , 5 f, -, � I r ��­ I -:: :' :: i� m" � j � , �4m:_�_�A z� :: � , �� , r , ': � I -0- I �A - - �"' 11 : 1 - '� �' � �v­�'­'�­!'� , :� I '�� � � ��o�_ , , , -��-'. - v � . , - .�' � 1: :��!: ::L � : 2__�=2�� ; � � ' : , :� i � , . I � I . . � ­_ ­­ : ­�' �� I - - . . . � �!�l I - - _.� .. __� I , . "�� , � . I . - . ; I i �! � �:�i!��!''� , � ::!:::!:::�:::::��:!�.;ii:��:;�� z'' - �' " - " i : : — '.� - �!;��;;:i�'fi��j:; !:�'� : : :I i'�'�" � ­ _'�� ".. � '.� , :��': `�� - r:�::':v:�:: ,­__�` � � E '� - __2­1 1 ,�� � : �:"� �_­­4 �_� I --- _:� -, _'_ �, � 'T;Nx�;�If , � " 1�'� � 5'::��;; � 12, 4�E , ", , eo' �� I �;, - 11 -111-1 ..' �: I ­�;��. I I—- ­­ 11, 11 I - __�.,­ W" ; ­:A�w, ��,�r���'ll,�'�,-�t���,�,���i�i�!,� i: 11 ­ ,Ili I I ir �'r .F�'�,��-�,rq�'�.��5�'7�� jr�,!,,:�!:�:l�l::ii:���:l��,I��l:: I � �­ I ". 1­1 I � 1111, i1h 5itr'p '' � '�� : ­­ : �� � , ,F:� :�L:, ,:�,r , , l�.;,�:: 7�­�,;::'�: �Zr � �� � " �':':'!':I::I ��Irr: :r ": �! :: � i��:� �:: , 1 �� 2 ,�;:� , : : 1. I I � �':, I I , . I �" , ­ � ,: I � . ­ _ I ; :��' I., 1. twWoWill .r] ,;:!:: � 'I �W ! : � — I : �� T�`­!i'� ����:���:�.��l��:;Ii�l!l��;�i�,��,�,��'��","'� �.��:�:W'��­r,���r'L��?�� I, : , : ': ,::::::::::: �::i"� :�' �::' i , r'� � - . r. .� I "'is . ! k � ! 11 I ,o ',",, ";. , � i I, I'l I! . , ;�� � I ; I I I � - I . ­ I :�. :_ , , : PlIft Q& (1) n O I— CU -0 0- .C= gi R& Pilk1pondin _D_ate 22ft zsk� 61ss Fees Bdafinu MZ14P ;lide 9Ak D4te 2"A-M C-U INXV of pat P919 CXA Peleirel Vale = lift Vlarshon Manylindur Coattail V.0011ijimir & I re'.010 yidIdarlad � yrilig" Utiounattl: FEG Aow.yW Acri staru TVPe yinlIal 92iILff%AtIht ��a� iestA.&A lijrr.'� 1 Ls_Aji,L.jrP hij valltadli_%i kw V4,14910 git��.Wqxl F I K A 2 fiweN-A Apmeml sl'ore i1a vera, Wam"Witra, co, E'Vii-py i% Oppose vaditim VOWO,A" sularinad cirge FaC 20 AD ist-tras TVPR XMM Arsylaigsirmy 9OLM-2 lEI,WaMsWA ljolon "Aasal rh Vwd* suariLtw ZE An astus i (D 6 Ron.r.", Z 201 T!,.,rIo,T-C.1rrw,.6,Ir Sle�e Jssparrpr�iri �yi,ds, F l'�':jj,jjrhr P.E Ry.r J KmIl., P.E, 782? 1 QJG7tWIl mpli�r2l]Qi 10113r,021 1211 5"13!Z1 Apre-d PaT l- rb� CEP !jfi, � -1 R &=Mai! R­4e." 26M W WIFId- slid D­ krant SlAmser �oo.�A`,,hled..] slemst, M Lkid" PC 1 V2W= I l'Q2IC520 oqy� 0) 0 & , (n carfaspry. F-Lorio, Dwr* Svtso;4aq;rT� "raphis E-�Iporioor Coor A,swilldios, l8013l L14S FIE-4�400 0, �) 767-6-,% ejA afm renrd�jtb & ter ann, .- AV"rItkA 20,20 "dupt- C'IW-Y Wi-7- K�r I�Ersde F,'.,r,',') - rfi­'�_nae's R3'Cr_'� � (�Wlll��lm r7,81,rl 1," 5 2�Cie 1 1106 n_ I ,I, I 1 �0 im 2 j I ��% I n Ix, 4,r'LIV'I)'I Rs"rl[sn �'� MI V17"Irl., , ro DD.'s C�.jw' rp'tda,�' BL'Ve.,sninve Am0epir ArerhR.1014 '11- at 1-ki-1% F., � 7'. 7: a 65 _` �.j rA­ur%oq.'.r,l A­�slt­ , Y I I)A17--ma faffle"10701 I 0 1 0 0 � "2 k1_1 0 iwl�=M Approved carnow. Whdows I'sled "717) 30,33W M-1heki- A.-let.r. �717)-117,M!64 bsftararaorf�d.... IIQ912020 r_ = M -M . — (n C-sanpillairmemintscol, E-4juarnon Reo�d frQm a In 5,tC-- 5WIl, Hung -Gun­an;_ni 'aT�-qp�sd,i'rrr; sw-'Utw q, ricqzc-nuo '11 I 0 b�m""r@'_'�'d_s Spbisereg;W� C-VIi.- hlirifi.,± CietrIk-tion M.,k LiAhg (1) -0 0 -0 Fllx4a Regrste�J Arrhlo�f � � Ucer,sed Pk,643 C.riji­ -4-k Or Llsthrq - 0dopItann Uteri Casbfi"llon shrrA " LKW19 , _a pridiassorial Ergra- rlaiila�ra ti-t-1221--ffiTIRI-peullots = 2 —0 _= (1) P LAU461-R7 Products L&w_� A22=L11210.11 I-_RR_I.QL__d Un2lal 21sikal. Qgdnaif� �' kmun,� AMUMCSiLu- km--t 22111111) C-ait A-rangg Asore�df&itl­ Ansr-mAY-1.0- lallaig 04`s� 8-# laroduelt hindai, hiumbeTor prapme CUV,fttas�sira rt-�g %22�rar , _,, &ekilila ,.ft prisd=nescriow Conntratrr F,,rrar±tPvn r1aa A illitowd tot Usle oulmiale HVHZ ! 22--et Desi(Ift AW 2 =!n &F-A, knp.ot) - - IIILml c Wa� - �_'4_ uTiz� %" �p4qip vAr W-L 2.119SILIMIZ I- -1r, Rsimirli Ead- I ast P�egf le2a Meg. 12r Mae. - A ,guisik - bnaae W kur'- gg-dim- DA. ins Ellaw E:mmm ba I ftilIKE ftft "MI;g gE Harra 21221140 gmzzazukdim2u -!a " I­d.N�d In Q131141k Rulslaw VallImA c- LD LL_ I a, T h er � -T � F, bcr- C4 aw-� a n 6 S.. o-,Ij - Eta; Nporitral 88,M,� &qectN,,-n-I­-c�&quot Dp-quv 1 Z13 1 � 24r-I M_!ftV_W bto Y� � kb E�__�_ IjM I - KxrQ Y_ T'_ RIA I P, 1 - ��'. __� Fi­g� F_ n��_ r2.,-W.j a- 010', WC24 N. V� M� -SU-35 19"liv Goes 61=171Q, rl� ye� U. 101"0 = . (Z M — k-) — (V Camposite Edise F-Ixffrja-�Nkl Door CZ O > 2 e, Theorrw`rr, 7-;b,,_t'4,,,k� aph SMq,dl,,,5h, i"W'�r"'t'%Jh�'�r-gr � Oonfiil'41�ellsn� Nvrl'!,sf� 6"31ka S�Zor,-Ir,rmrt4l qlro��Opoqwe i "an I f-Wae NO yes N!G I -VA . LQ -0 E 0 , 'dirl, Fdvr Ft'Q'qW§o sh"p.e r.)CLV Y'id' t'Orrifro (D k ,;"CN�,a�,,,,�,(Ill,t,.,!�V,�--,u-�,A-,�,. X0, Ox w ��Xlo , - U) a) &__ 0 0L -hu-mi-Wj - �E "' M 3 c I"hairma-Trurina,-C;ia,%,%I,Anm5nrvcLth,Star Noro,l,m�t%#-�t';9��L�&,r4on-lr,qm&&qiu.nt�".)P�rl�in i2l�'Vw i4s, 11 6% bgz K'10' ,,O— M 0L FiLeIllwit, oln,,,-�� e4ge Depble- Door wid, or F__ ( U) _.e wiliest sme4ft- "'I __,"WoritEw ng � XX ar Q;Q�1'1 -0 . - L Qonfrgvrasors� 4 d Tb@lP Tfu Fiber- Claren end Smocith-Shn Nornirrat'/UaA, 0 8quot, Nun -I moactkitim 0 l larl I 16 I 2113 $ 11 bill ��! flar ""s Ni-, NIIA - DfX "jW'poa,t_-- edge Fdxnj�le'l st'Im V 6 a - T h . - r M F i I`er� __1 AGA K a III t L S 0 adn - st, is r �nr,s,,trVlQn;DleI­: N, rLr,-rjgrr,,tfWl) rjomhla I T&43_�, 0 --r, LV mn-[ rr"On,quot, Op ,,q u n I " �' l I , -1 u 2 2 1. Yes, r" ruh I- -,&e ,,rimpolfa Edgt F" � s slitisse owx with sekaws" (I no,", 40Ap,.'vl Krj OX of 0>* corfilswrations) t 6 t Theww-T,. FIte,r_QWsAL am-j Sm-dri-Slai t4omirr,li ew-__-o 4q..tt6!w,�.oani&q,Cc opadua 1��'Vzzrzl N. Yes 111W. FIIIIA Florida Depa,fterit -,-' Business & professional RogodaWn PF�Ee 1 .F I Ronda Department of Businai;s & Protr-clona! Reg-miai P.r I el Florkda Department of Business & I'Teessloprial Rallukition P"' I �l Cornipm* 7d;& SbetV� Slngh�- Deo, .- faiflri ig Cadez and Stanctint, vw,021 Building Codes and Stand-& 1 r5m2l Building Codes and Staalchrl_k- 1,11=1 Orrvswrrilloral�oe: X oe�.111 7 U, Tlivwa-TN Fbe,r-Cfearsie pi,rl4 Sr�,th-Apr Nvmirpld Ua­'-e;0 4d,mDw,I.RP,,'Aqw,;t revesixii 12mi= 14'. YC4 N. Nm C�'svo;k Edpp rio-glas-s Single Door 4th Prolli ApprDVal Application De,tal! Fr*0110 ApprOVW APPIliGatiOrn Detail Produi Approval Applicaftln Detail - 0, ,,de�:(fdi -wff- , ��­Is�'� X0, 'ON - OXCI . L I ­ . I I 4'1410$a ' - - � S �=�__ - - I ' ' - - - r - - � ­=_= - I __ � , , _________­__ , , " I . I I � - r . I � I ­ � I - I - I I . .. I I - r � I I � � � � I � L I : r I � I I . I � I � 11 I 11 � ­1 . � I . I . � - __ a4l=w I 11 - - - I - ____ __ - - I - � I - - I - 1, - z � I I : I I I I - - I I � I I - I � I I I � � - - , - ____ I 13011;uiti4l - - z �­j ­___ _­ ­_ _­_.__­­ I ­ — _ :' - - 11 �� - _ - - I .. I � ..' - - � ­ . __ , � 1. - ­­ ­_r�� 1­1 ..­­.. - - - � - � I � ­.­ _­.­... ­­ - � , � : � r � _ " � - - -_ -_ - 4 � i � � - . � .r.­., I �� -_ --- ��I I I . I I 7'­�_ ­­ I � � - - - - I ­ r - - � I - I I - ­: � I .:� � � . 11 - ­7 "I'll. - � � � - - :rI: ­_ ,� �; � - � I— r� - I t� t � ' ­ ­ � '__ i .I:.. ,� I � � I, I -:1,1; r ;_ --- �';'.;' �Xzz ... �_ , L : - - :: � � �.­ -, � �"'�� �L��j � ��� L � -� � � ­ �_ � - � W n�z­! � _ _��L �L Z�: �::t �::�::�: � � �!L ,: �� �' ; - 11 � - � � � ;�:!�'�;��:�:]��.,��­ I 11 I.,­ sonffgurrvlons) Nornnal 5� -: =�j ckk> 8 h The..�TriFi.b�-,E�,l�car-d�-�.-.x-*,-SW -&--f- Ldn;f4Ofl-i.P=,i3qUC�0�"qeq 12;$Ir Yes P4.-- TIVIA Comr4ena, Pdor* Pee-jisies, C�Ql';& QW '4� of, WyWro"it �isssfftas (frrwe'­'�.'Dintamnj'� X�' or OX=' L - - - __ as& 'N - r I I I - __ __ - .- ­­ I - __ ___ - - __ __ , � III'Le ke � .M.6 1211 2sa, P,al 0. -V � 9--A I 11 � - Q�__ I - - I- - - � . � - !WXY a - I Qatil. 2d& - I - ­ I 221* I � - - �'­ _o­_ �2& � -1 - I � I I _­­__­_­­­. - I - ­ _...... . n � .���� , " - LL;� E � :' I r: r � T "­ � �L '4�� �, �' � �� �� ;; Ir - C _"' I , :!�� ­' r. I : �r liatiz 9 � ��'� � � , - �T'��. '11.1,; '� : ,, 7 S­ _, I - ­ I - . : � I I ' t ��p ��m z �:�2 ­11-I.I..". ­_ � Rils Am Q&_�__&Iet me 14 =Apumbhnw� Re YmIaln slazteri EMW glr'i,­&L11 � Valiskids] 5, V-111eellsk alt*rkr4 FU k'.M�Al _Ay ­_4 slalp� Z= )tenam &-asew.ig- �Wlpit cawinatirA Wasezz Y-IWO9 W 4111144 1 demuloll "S' !Wi2lal aialisit 2414" 'Ner Vo,'jPl:rn VIa'n.je='lW cerd e VAIlde1hr Ov voidgIld S�Ayfteal Fsc ALMID.-I-0. ADW!!,Q*d 29A �1.11 '� TlhAmn'Tru FlIner-cle-r, amf srinsoh's-ar vr�mnal &W""�U!, 4'q­tW,lr­1irrr'wrt&kjr.rrrl� O'lazed 'I n--'z�-V'X0=;' �No !(as N, - �"A mlilinlarflisr, 'n2s ,GT� T-j-��_ JeNI ftslr.rp' "A�� F� DWU� FICCD. Lerl 14-ID'I-21 SGC0 - � "i l i IiLr2r,ai 1 I! KAITIOZO F. 110V?� Arl��Tw�� 6 ps­'4'r- 2�11 tral I W - � a � .1 D so I ar-I zw"'!�� 'eiri R ].-*,. PF 21- Lt lj�'�. PT� I Gffl"� A) t IrliGr2om IdAu'rIll2s 12h_10120 Arrj.""'d Afflarelft 111IN PGT mesms, j- pl'i...ad klnoll.roftaCillit C94 lA*�rsrr,%PIInCIIr VAj- 1 r'o`r'�r'20 1 1 Ay.rA�i i I Irri 1 rI020 ApproAd 11����ITIIX'iT,a�",�'41E#Fib.-,I� ir"gle >x1i , ae" 4d, __ "'ay 1�1��' �� I'L'44%�'Tjtr J� rl"-� ll 5- rrp:r Car.jY'q- WmIn- (7nl-') ue_ilrin PF� lLIeI q � P T n' 1� T �-e�' 4 C;d.goapr� vdnrjk."'�' 4�411� It"i0irill �jr�613t�,;%�j �l�kIX4,llylll:llgl,�l�:�UP.I��,���lL�l, X ­'i"Zonrii'll Q Z_41C=A.so q, � , - ripN�wrev&qj�rn­s � an r',A'jMrfr PA, W", braili; "4-"jn'fW,l�mA sijilcakqtalq� hiplillivi IT�form9�[�op'l�ollim���iv,Oe��r '10 � Theirmil,7W rlb-,X�L�­ ;rn,1,'�srrrlNNn_'eolT .1 hipr�14,61 Ai;UQtr��n,!T�Irr �; ed li'�3v= ek,0ral ,WM%I�djjjrr 11 ja� ('�jposit& Edlic FILL�tap;iStritilp ��eef 'Ath i� yes �"J' "I'A C�"e�_. " al'�': �­jre­n"' P'e'W " 11 t1an Uri, C41PT�111$4n�p'14019100: 5VVIIIIIIIIII01 ffl.'PerallOM� rl.�Lie P lra,,iorosl A,�h,'l!,R lir d jes, e*d Floeid. C'qrWIIao"QAh'na� CmIl'tritim mark: 'W Ukinji '4t Sidislris(Nj (I nw,.lq,1'0��g: XQ,,OX of QX0 f4allmn Zlimilorip[ 151,0111" E1,090-W&MI1511 11 k I hr,maJing ribe,ir-riassior and 8�,alfr,litar WIUgUlaIjVT'�:' Nomnal VA#39,4� d-civottivir, Impad&nuat; Ch mied 12Jr� i QQ4_22 T�l? rl"VI r1k, WA QLW�q Ilozl;�_- Apatedid1mv- Airlp�gt, W, rie tNt lffik--, Nazar-W .1__I­"_"­ -Quilia-ftialam Alx2yh*dToirU*, adoa2pliuil� halluile. Display, z Uxrnel5nm EddgE �R_efrl r1sa5 or�ut'lte Door 4LII Or 2 Mimp R,,AW lilud,L Nwriseor all.; Npraxd ew­qmmon SZ1121--i swullign D­* h, jjvHz 2"de 62211AU! Lwalim, .00 fti�'=Rllm Q9MINALVIii thlat -24olillt-do's Aff"lad Imlifka VArho"i skasiftes. F��lftQtr�wnq, XY, or CK110 5 Plu-5 E20 1 La��- M �_k' 1 " P W) V­j ele.d 61-C,it- � C0.0,7V25 Y, Y, Y - WA liddlivr8i"Puliecto aau_lvg_IIL�u;kl AGIZZ20.1. _11" fteliell 2k9W 1 hinliong tarAjIll 5"d doal's Aiuraltiurn Nsullons ast2arms, Yes Ye, Yes NA oo,ffte,W'­_" URA eaai-Ampaid tjuapo,,o,W= tedpw �lpdscidtpu =W LMVAWQ We In _KV8Z ailtaidir AW Elialujul ejr-re 12 J, 7 hern,pi-Ton Fibef-Clodenr, --,d �­�W.h-Sraf Nornmial -,&�--�-.--�Lcoc�N�f,�,,nW-&q.d� Glusxi 12,01IR02-1 PI�D 'Yars Nto N�A 2 �.M Vert'al Al�­�� Mom,nl I z1a i 410214 Me Y� Yes iYA Cornposita, Edge -nit,orgisops S�npk 0�)g, i1n,s�And!Cwhou-to X-Ipgpp.6Owj 13 .. Ttrei­_ T- F�­Oagu. ­4 S.-th _abW r N�rraa _ '&jr3a 0 i&q'.nt'hr_-_Em ,�� �,L-ed 12ial '��Z� cb;,namas'E�0 Fik*--.-- �nu�� uo.r'�ath N. Yes P%b n� sweijte(s) cjfts��Y;;Q' QXoro'xi) Wr;$3WF.tioasi 14 . T,Ie�4�-Ir-�-,�--.CWSMIC*�j&qwAti�Stor Nonrinla a&MQ- &q_patrK­!.p.d&qLoIr Glwied 12rZIQI022 No Yes, NO N, fia z C�plrapks Edge FiWWease Single Door WliwndeDtflap0m; r ODFIIIL -�abnn) 15 o, Theme, Tar Flbo(�eeassjc and Si�eairr-ikar rkVilhal MIWIO" &qudDv-0MP*d&P'rc(j Glazed I 2, P� I l W Yet NO NFIA ct"Post" Edge ribesnilates single Eyllor soll So ftirns fel � nadunsr-Ulm- rui rlr� YfD, Ox is, OX0 cornftg�refle,nal ;710rida r,oportmart of Bu*fls$ & Pro�de!�Iorlaj Regalarion r.0 1 sr I: Florida Depadialend of Business & ProressioThil Reg lilativirr Fp@�ZV2 Florioll, Depaetni of SiLteress. & Professional Regulation Pass 3 a4 15 p. 7bet.�Tlr, Fbar-Cernez seld I'Soroath-Ster Naninal FA-�39--G,kq,jQtHo�ir,pzd,%,q,�b.,,4� Giaml 12131rKra Conn"Ile Edas, F,W,4asz Double, Qw Wth or No, Yes NO '�� 1. Build r � U Cods s a ryi Star irldri rds I V'r`Q I Builiring Codes and Standards IDSM21 Buildiirg Codes and standruds m4c7r, wthoui: f.ldslftins (I aswsrry Uuwel-d; XX or OX)(0 nor fillursderis) Product,Approvall Application Dittall Produi,A Approval fluspikinilor,r Detail Product Approval Appikaltort Da"ll W I IP q, Thaftro-Tru Fibar-Ciassrs anO Sl7rinstfi-sar t4ornwrial 690WA ft,aV­irmphotii,quo� Viratjuo� 1 '_� III III\= 140 Yell 140 WA ____ _. ___ — _______.___.... _..'..'__ ______.... __ . 4j�j A �:�:':: � �: ��,44 :,:�r�,i-�­'- ­ I . . -1: :' �11::r�::%­p"�� 1 , I , - � - L: 1;���_'!"-' r t: _� r ��!;� - � � _ -1 '� �.� ... - - :�' r �,�'; :�: Ir f --- ]�__ - ­ I I I ­_ : I , I 'L -, �­ -, :� � I 17, ­ ­ � I I r. , ,� : . : I n: �:: I : ,:�: � " - � :" I 11 � I - I 1, � � � I., I ­ " - � 11 I I I � I I I . . d . r : I : I � 11: : i:: i:: � 11 1;1! :": � :r� - :: ��:V": ':i' � � : inr . .H: 1: - ­' " I � � ' i �' 1 r _�­ '� �� ,:� �: �: � . ­­'. - � , - � v. I ­'­­ I i � r-: ` :r: "I �_ I- i � I I I :' � � � � . .. - 4 - :� . �. � � : , ; , I I . .� - � � 1- . %04*�" - S � � . I -, - _­ - - 1 �� Li':!:1111'11;�' � "­" - �­ ] , I � �e_'t�'�_: � 11, I 11 I r' ��' I:,. I � I I � 11-111. I T . I I I I I - _�41­ - I . I � 11 I 11 ­ � I , - i I ; � I � I I I I - I I - �' I 1, � I I ��­ I � �� : I :�" ­ I !- - — "T '_ � r� ', I �­ - - - �­�' - "� , 1 r � " � I - :: I I � -, I � ' , ,: I � ��' _' r : r I � � j,' ��­ - , - I" �' � , 7�' � "-��r - ==�� ��r �rr�":'­% :: El ­ � �: ,� I I ��� � ��: L:' � Composite Edge Sibergatiner Single D-, Y&, Transcnn;lrv,iA%ir0,4w0nq, C . "etant prrgbon� 9 . _� , � I ­­�­��"'',', ��"'.�,.q­'�-�'�%:­� r,���"���"�'�5��.�'�5��'l�"����lpgn'llr�'�,'�r,rI ��-,�',�����q�i������.,5,�,��.",��,��,6z!�,,��,�,�,���,-",�.";��a':"*���g]6�.�,5���.�,,."',�,,""�"-" " 'r g.; �' - , '­' , _ :r �?::'i:�U"­ k ,� - . .'j"'�� _�,'!�'3�':�,; , , ":r,2 P � � r �'.'�""' , ­'� � T , r�.:�F� � I ;� � � '� �rr'rr�UF�.";��'..�;"�.��l;lr�,���;; !� " 'qrrl,fr.'�,Illr,�" ,'�:�' ',�,�[��_ �� -r'HJ-i-'.. , , _ , _t � _�:,:�u , �:�; ;;:; �;; �� �rt 1-0.00 � � , rrr r � � ,­ I � I "I -1.1-:1:1 �� i� r4; :�:� I: 4w, �b".,N":': � � � � ­ r - , il r, ; !"o '; I'll �111: l%'5!h4V,9k,SW', eirr 110 I : I . 9 " '�'� g � Wr�"'6 � �6��­ - 9419%llft �"'_�zrrV �W'� N4, "­�� a4i " I A", ',"% -_ �Wgia� , � � '.A,Nkll,� rlll:;:�r � ­­ A� *� i , "YA.; ""; W '�::': i �m � �� � A, �"�'l�r"�,`: ;4'k"� ��' - �­ ""[�"o�o �;,;,�,�,��,��,�,,P��,�,,T,�,�[,� �tl' 1 I$ i Therow-Tiv cib� C3@%ps;awj,'%rw,oth�8tw, Nrflrinsl W&K*;8 &q,LotNrq-!rnee7i&,;uot Cipireque 1211-114110221 NO Yel P40 NSA Ailau, klrj�ft V� Pa.- 1WR PpAtiveitla ;kto iak QLAk I&I am P-M-1 aled2lail 044, code 611W 2dR ;lds Deal parichna 221112 C�r.,lsile Edge Fibeeghass Smilt* Dow 4th -berelii.( ,ai and Trrard.- j1­4,C�,te""gr e,"Y', - _ . �" CWQX O' cvm�o ,eem9wathei TV- V=12n R�Lli_ W110 maistiam-m- Jarrlep Haree, D.ik.a,,; FeW..t. m �:.W=_ trl�dinrip U.... yelameaft C�nodo�aAk V. �, dw, Taq �,ft Ism-,naW, F.F� lt.-Wi M�WTIAW A,­SrF,0zI i 21 0 2 02 0 F VE ftar, r_.'W DIMV�l Arus4alg SWIM 's-0 Pee �'M- .IYI& V�­ atuaideal,de �-'"_ I'm k� - ELKILUJIL&LIAM m;tk Th-poen 'Y'son r, soh.01, P.EL Rg. � �'J' �.� WAiplal &&n 0� ��321 51�is/2021 IW-ULLOA '___'G�_' -.92mid U41=21 Virdiff. Ap�-Wed TIOV_ YALkhris RsJIA,t`ie, __ 23 MEWMIWX sAF glaitild Rauta-116.1akalli xetaLft Mishear Slith Roi,oannopolnen "Cla" "'ne""�A_-4 PE vaimated UkAmAr"d FW Apr"," AR22M sw� i 2AW2022 12M 7=_ iV2W0__ OVOW.104 App-0 19 a TWreu-! Fu Fbe,Cl�oei�taaplfunwh:Sisir Noolook &sM,a&qmtN"-in,;;evikrra, Cipsplivo I M I ,I=. NO Yes hk NYA cioplisity: P" Wal� K'%191, 1445�35S -E ` i*2 I 1� -1) W_2T-26 caw� FppW W.ft g33G)e27:ZW9 PE 4:140 'EIS, 70-DSK' cdow" R-0,0 f&'Ol 7L'-!l4'1-. pe�51iliid ;4c 1�2-6--4 composaar rdv-- Rmf'rrlass snge E,00r �'qh 5MC.&TONW. ard�g ­.AA­_eiMV3hWa ls'&4-t�m �1_45i__ r,Ih__t_­_­_ SUIC-IsOU-P, A60h4kifiII6001"s �pfiei@off.epd, &'Wit.(p) ilo­irgn).±�Wo� )00' oxe,C)No carnpillarite plemank E loation Report V= a = S-Mt.- rawh_ E-�..A_ R.P_ ll,_ . C-trasit- freds.d. EvaltiatIon Report froin a mi Conbinuous, Head and W eoinllguratlara�) Merida Req�,ff �-­t -a L­.ez Flonom ;1­�A P��­�-�j-J­i­U­dF`Wd. A.I- leglaor6dArtsilbot & 9 Lip,t,nsod Floriap, 20 t Tne�-Trj �1!,�-irmpm 2dd SrA6*W,_StAr No.11*1 MV-1-7:0 f1juXtJon-Im"I"Liot Crioeloe 12131r.,Q22 Nd Yes T� rVA In'.1-tor. Ense- �- -F Eep- 0--o-I Frop- ctimposita Edlite RWgkess UV-- onor w" Sid@!Wa� fl,.wi.V-_jaP�rg );0T OX "' oX0 L Wd ; 1 ir L-'La bell -:& FI_VIn7_.As�2eaM M&MI&SU.11ftillulifil 21 ll The­ia­70r, Rbier-CMidic aroill Sprmeoi-Esarr curitn;p" '-'--.d eml 0 rogrill.--hame, Norril'st euW8 &q1-.*kk­ r"so-ct"'.'sit, Opens 12ell"022 NO Yes N10 f,VA SCAMUIA �r NINKION&Lhialu AwLeallieLMast Wi Wj�' iie�_-& 8a— J��,, _1L,LLille AllPie,,-,rUp,Vpe ilessidg, r.-" QVARVM.sm�lwa hae"baslIfial-Afaa Appoeornsi'larVE2 WRIL-At Q990) compastui "a Rbe,Pqr'" "W'le DON .4h Iti-A ELI��- i !hM)L_b0_ _�_ _N�_ �� tA-As-­ 02il eir" lerps,41-7 pi YINYL�X qLtAdLtly'a rsp�wiadl V�Eidslrr, §�&_. L'g�t W." ne-h. , N. r!L, P-t-10-tiq cs�­t glpn.t'� I!- - -_ 11 2 r L-h- a sAdl.p�- .ae�� A.- "E'Ll I, L-5 _ 15" 0 'A ky%�ff or NAM a2UT Me eria . aujilillkn colarmt-firsilrahon 'W Past to HAZ Rest%, presamor 11.14 5r""WIer "&�qV0`d""`rV, Xor D)r a OXO 1 r>,npl..k L.o &dmg fih—m i.�..'-mg i2c`i -M Ire, 'l'. MA ��;A I � 4"]&Zr8�*�,ew. ven; � I�oldveyr ,--,(a - ZQ' �T"j 7 3 it" Y,r Ka MIA, I V-F Asphas Rosl % hglia lot � ec ir, F SC nw-H.VirC� Fbo,viou reWWWO 1�4els' 10"an an rl� �-lvv arr,ol i 71i 8 V 2 02 el NO Yes MIA IVA 00ntMLl*U5 Head atel '-',',rl CO,Ifi0IIpe,IrV4) 2 H­6,Pi.A L.pV_6­ ib'_­ ­�-.s 1:�V%­" lr,,,, ?"5 � . .' FA "I I � �,r­t,e,­� Ti.Rpi0:5W7l V_t - 5d'n V�' �Wk � Z"al i7 2 � 7j NO f4l 141, WA J.��'fi­ %Pfikh;l- -ph, R 'bisig Wo, 22 ,� Tirtrfro-Tru Floof­CNaalo and 4So=tl­I,tw N o irrt rpO S&K*l � D &qo:r_ N,rrr 4,Tded8nrrot QW,zeO �2reljrzr': NO Y re ri� rk�'A � ��, i L?�V '31r,�rffnr[lr rIr,l8Qe �WcibldA,,#js �e�trlr usn' ar W" W141 &O '_"d'I'7Cl2�"' i �',' �'L"' P40 41A CAltriplinih, Ecart FIrtq;p**,'ar4,o Door orriti I 01 Rq"��lj.15&'r­ elffirl v_­ - Ed,, ,*,v �i,re 17�21F?023 ��4 Y�� 14e InA 9IVIkW6,i jlr'&�'Analr'4t7",Og� A0, ox lir axc' C" I � &­4:]ir'.t"I V": i l�'Toi,:Ie�irl: V­k - pd'� rky 13'irk ,2QI=2� irro Y­ W rills 23 Ye. Theennt-Irrii Piret-c-lans,k anal Sroopardn, Stor a nlin I'm P r­6ad .rw ZRll Cup Rnprill M isert, � . Nm1illil 691#,'4sP;b &jRrorNar,!n�o&,lr&qurrt, ratiltAue i 2113111AW No yes W'j W4 ir I 8q"d;_"r�'!_, 'offit 'r,ZIq'.I:I "r-9 - �LAII "s'I: It"lP, r 2r, I i2�12'3 44" )'- We NVA C�dnlpoo;tc Edge F,borahss Dow il;ftIls oth Yonted sidelisolla linpl"baporuwmm, �V Xj"'X ar xyjo� sonfrgundrptrs� 24 xr, Ther-a-Tn, Nbelr-aas5to and Smooth -Star N o rn in a t 8 Mn4 0 Sol c ao-. Non - 1 s 4vA,qq ij� rl, Op ali � 1 3 a 1=1112= No Y'r, t1k, MIA C�rni,00iii. E4_qe rib.irl" Door Panels Ail, vented a cat W S) Q new ra K-3 av, .ir,j XX X XX ce X'W p . � -fig-fi-W, 29 y Tharriss-Tru F bu-Ciasladoind S�odhaalr Nonneial 6W40;8 &qvok;i4din_InWM"Lzt, 097ad I nl,'2M No Yes r�b KVA Conipwzle� Eedi Fiberglass D", Pzoeft vhtl' Ve,ted ack-AWS) t'­-VD--nq: )Q( xxx - )Q= FlorkI2 Mim."ar., rof Susk)esa 4& Professiona; Peaufart n - �11'� I 11 I 19orldo Daparfirnant of Business & Prom-sionar Regulation P_ 1 & I Florida Department af Business & Professional Regulation awtal 20 L Th—Tirs F bw�Mssivand Sinorotli-Star oonfiguradiws) No. -I 68M:[l &qw_--l-,A-jffWrd&qrjat C,lpqed I W I r,qM No Y.� 140 RIA Buticr�iq Code-.; and Standards rV5Q,zi � Building Codes and l3tandard, 1&2I)II Bul ding Codes and Starr_-m lar,'(121 Composite edge Ptbergun Door Poneks wills Vented! sespan(s) ir ,r,&�Aaerc utss,"� xx xxx or YY_XX . ProaluctApproval Appikartlon Detall Product Approval Application Detail Product Approval Application Detail "Fouralioni;) 27 za, Thorropi­Tw Fiter Oass�sand SrixxAfi-Slar Nominal ft#'_�k 8 &q&_v_t+on-!ffs;,tsvI&qwsit Clazed 1. 2i3irom, No Yes W_ 'WA � - �i ­1 11 11 I - ­­' I I I � I �­' ' J I , - - � � ­­­­ - I - 1, I I � � , -_ - - I - � � - I - _____ ----I ­ � � - 0oarpm4k Edge Rscr&� 8intsc D -x �#h W39,0 r - I 'tk IAA ' I I � " - - - :� �e --- ; ; : - ��--- - 1: 1, �Ir I � � - I : . � � 1 4 � . � I � : I :r : I I I i I , I I ''I I I , , I � � I z"I'Hiks - : Z � � I ­�' � I I "I I ��� I � - -_ - � I I - - - . . I � � I I � ­ - -_ - I I - ­_ I . �_ - -_ - � . L_ �_ I I r I I . 11 11 , "I Z-1 � I I , I I I : . I I , I "I' � :r Rlpllelt;l�� � - ' '�::: ::: :: L ' L' P � � 11 I : 1: !!:T:, :: F�: i:� � � IN r _1 I I ::::I:,- . lrz�� � � _� �� �. l:�: ,: '� :: 4��R 11 "I . - , " '. " , , , _,", � � ... ' I I — - " � , - � I ,: . .. ..... - �" �_ , :�" - ­1 , :1 . ;.r I � r: "'r ...... � I I � I L; � 1. I Irr " :� T:� �r � � Z P­?� � _' C - - - - _____ - ... ­­­ � _ � � 1; - ";.rT 7 V�": � ­­­ 1- -_ I -_ - ��: - :: � � . - ... �.� - � , -, , " ", __ , '. , �%�' 1� , , , , ��"�� � I- 11 , - , � �, 7- � _ � � , I � . 1. ,;�T;;� �t . I— � '_ _�_ I I I 11 "I __ , . 11 '' . ,� ..... � ''. III I ; , a I 7 "I ,:� 1, :j .__ �7 - I - I I "I I .11, r 11 111.11,11,11, � r ­.­ � I :::, '' , 11�­�� - �:_ : 'I _� ­6 � , � - J, ,%ah _IW,* ij"S_ftaro'�t�*rra V�. E:'X ar OX'�� � - �- . - __ I �� I " � �. I � I n I ' I I � I : I � ­ - � I - I - I , , . ­ 4 � - � ­ 4' , T : ; , �' I :� ;'�_" I - ��7 -1. K 1 e��'� �;i_ r­ ':­::::V,r�: �',�­ , I I I .% �- , � f�] � � - , - � ��7 ,5 4."I" � I ,�'­' , ], � ; 11 ��' ; :� , , - �' r �.' z" , ,: � , I -'I 1�0�� ' ' ' " ' ' ' "rporarr I?& lu�-"zr Rd-, 2W R&_2__A__e kkil: 1;vr"_ frjqiy_�?I. rdib, A&M, Visa? RIMW me cede EDW V 2& .kI RaL. 28 zlir Thsarea-lr,, Fieer rA rier-k- and Sirnordi,leirlr N=Mr iliPlarrF3 &qUat:trlaTi4lTr,&dI.quol:; Girwild 11 2r.-I I 1� 2012 2 No "er., D. rQA T_ lidrsuti IllkwIptols, lcet�ilci Ea.. ipata�61ecsez 2AUWAJh - tellyndeal y.liv- F U.' A, I M Ls P-1 A.a__ -- 2- e dirce-, ., as, ical L - la� ��aw' ItdA='CiL.seuP4 I _14111diihm YI&I ,Roic, itu ­4 -_ Ferillim.wp Ap-_mad ,zlef., 3".... �L"_'-' MIET.—f-1- !Zeei�40 !iwkit- cUet'les AVA�OLI%I MRNA-10 §��" FIRC AM-1 epmxag M.-kn Conriponap, rose Fiberglavol nooillis Dnor .th � R.Vslorr 2021 TAMW Wrljw '-_��= LLC pi'mrij LIse P'. il 1111,11 IrWirr 1)"ll), r�i �­=*I�rr pr� T011111.1-073 lil: 112912PN R rollzl-�' �­� N__d . R­Ila� V-D LV lr*­Y�e_ I�r, abs'Thorniaxln Nd)irm�lhjiisr r,r,I,F .�,:�,irl�L,,, � ze�llm!':'�' P'loo ��Ioydjnfil IrIlO Qe 0,110,12KIrrill (VI61711121111 Nmm=' 11P512020 Applral�d ReM k1cr. 2dw ri"lia mom PhIldliels In, ejVNI J1119 ,I itrial: i, Frijilkin P 1�'dr o�wl' r; Ur" 'N_ ofil�27'21020 oll"W"XID 10104IGM "'Pi"Zo AW4�*rl �4#344�1"" Sidoili" 4nay.TnWQ:iij4*njs. UMD ' Glapgory; R_ �� T i 11 �'r rIN Q.44 Vrl� IWO ��54�'� -, " rj � 24 vK'i, c-pao, 4TAME0, � I � I'�'Lil r A N 'L14 I'll Ph l 415:1 11 '' r lj� n' � I '� 4�� I ean,": Noting ��.4) Y,t, 4'HILI .'A�UICK Nernast"Q �irl?� SII-Z414 29 zQ Tlror�Tps F�Iper­-Claparcaind Sa-,spOr-Star wrliqurrdl[av� Nonirriall W200 kuui::�lofl nrlparikimpt, Closes' 11 IT VZO-i NO yes l'l� r�' " Ckkr.t.n,a,r mfe'm,_"I� "11 .J-1=_�1 - k'swanen Rooting 1 �,rr'eeanroa i! oor.g.- -'*'_Aecalois.q� R-ima Ae"311orho, t',at AW, a '�_­ ­1 Ps3t:20 Conip,sete Edire Flberqk� Sinodp r�nrx eirlh UN%rO Cre"allOn- Wsl,eirrr,�,'Aajart Repart 1,00 ll� Srh�wrsarhr; Rwhng Acore-w6es thin are sit E'Eeg' 0 Ps" or W. Reoling aryvtpin , qdawa:', KI ­47��og: X2 rly rrr Qr-o rlo4l, Frtg-A-merr ,re u-sna Flanri,i 11,1'��VAI pvl �Iru'o Roofift SJ14".l CoordiT-p ppdh.d� Evsk-li- Assort 9- - 30 M. Thenn­," 7ru Frhe�a­ Smooth-Plef � oprif'jurat= - � N"-k.d M9M�;Xq.atINo,lm,p-_I&qLxt P,razedl 12allwm- No Yee T�k NIA '-"­_d �_�'­ - '_I,lrlP1W'Ti,* Whod: C"AirrAtI1191 P.QPW son A �rrrideRsrrshrrstlkerrftelora Ukdrisiv] Ronda -Wd�Rqr,ored.Ardpleelor. LiceoondPatlddrr Wapelrelolf-hal'.. 2 L , ZV 3 and c7npo-ne, [-=do. f�b�'-. :;­h-_- --j,--" wito F 41 zl,'s'" Fmtxts PqO.swinl F,,A-r F"OM-IR7 Wukl��ft IUL 4 a&XW,,O Sideritet. t nWa"qF0.:w_nc'; 0�040 Orrill*L'delon) ' �,asaxlmneae kudi'__� ho, ue. Amew 1'a I&_. laskeD med-en!] F�wrhos_­E_aieM I 51 Za, Tharma-Tra Fitait-oaperho and Smodai NOMR,Z1 79_#�P,V &qurrM*n4lOppsaI&quoI; Shp ser 1;v­­E!X= " Yes No NM 9-F P�d­j reedet W-ber - M.- pr'�'j L". ,-A- 11lateleiLD.- _'.1cgi.ti in tnjU 2LI�R'Atz R_. ku-m Ite-o guief &-lea2s 69M.-'19 [2, N a t, AERU-d la Lisp 22slan ato-I saelftaffaw - - � - ft" 2piueiiii Agawl! Lq Lk- Amtt�god f. V__ -= UM Pt in MW 2awda tia.w . Goriescomwwrt- F�dgqa� Glazes[ Fiberglass, On& T TAWA P-1 J ),*IaY­ts 0­14A25 R�.­J�9.ws­ - - �` - �' ""lz -M Y" M., ­ WA S"z "ren kodal fkapOger - it-- ftegget Diss-ki- !:�arautej; E-0-all- 09. 1, M"z Mfthus "VNIZ R-miga P­ i � F �14cc'6q!�R"Vi rmqdbl: AAMI-tirs emps Nrcirig lorpInihedroft fatnoatoa 1 M 1. J-10-N Us Tqt no �T. I Duxwlhar ,_J-m,A-I&#392W-IIa(s) rlrm�inpkomoring X OX X -:0 or 03* =nlilejetrabo" 2 7 -Awo aw - . - - _�� I?ff� 9 _1­�) rgd'l�-r Roof ��_�-­ - - I - - n-,HVHZ 0__�`]­.al M* Y�. ft� a'A i TAW-OFI�Tti-.Cri-�-d�-klip�tw-4n5o3oWl-d; 2* - _-_I� �;.Mwor efth ,affic OaK-11-21-16 Y" 'TI. KfA '--'A --- 0 ,,ZY Airnair- (' _­ PAS'��sr 2 TAAIG QI C­­�Illenr 3 TAM[IotI Oxm:%;�� Vant -.-An R, 15, - - Woai2l'26 � fVdirvidror -f.,qh inInnotod IlgIllp `]G6 Me __ - Pro Yrs 'Yes Trd NfA i.1 FA �_�52 I NA \ , A' * - - - i �A?ACOI�,.17-�C-�ff-R42�-Y-11�ith Barre rwflk =h�­, "C , - affIxfor W-M Da"116 _8eic - �I`A­Fccfl� . i)slv `6 Yes, Y'. NlA wA Fal � , Vi at Review Assist, Inc Re Jew Assist, In � D. completed and approved P�ans -I" 11 lor complia ew 6 wi th the 2020 FBC �ith Edition by bra Anne Klahr PX23110 Florida Department of Business and Professional Regulation Flo rida Npa rtirion � of BusIrposs; ,% Frotasslonerl PaguDfion P'rL � se I Florida Doplaftont of Buslnea� & PvOqm�nnsl Rog��hiveri P.g' I as Florida Departilrerit or EXAsprems & l"Uteddivirrial RergiAlltran PQOA I a 1 BUIding C,�,des andSta ridards 16"21621 5vicb-N Gocies and Standards ,. 317r2r.Ql 601irg Codes also Standards IWZ721 Building Codes and Standards 3!1 K021.1 Product Approval Application Detail Preducl Approval Application Detail - Product Approval Application Detall Product Approval Application DeUlf 4111" ^ Wop I . 1, I 1 "2� ,�' �' - I I � � .11, 11 I'll - 71 1 1 I, I I 11 I I � � ­ I 11 - � _ ; : I � ' :� ' - I '; " � . 11.11.1 ­ I I I'll I 11 'Ir - _____ __ I - 11 . I I 11, I r - - __ I I - I . I - r � - - I- � - � � � I .1 i . , I "I I - I . . I - I I 11 I I I - __ - I I -1 - . I - __ __ ___ - . ­ ­ __ ___ � 11 I � I , � � � _­ - � I I - - - I I ­ � I . ­ - � � � ZIL-t&INk � -; - - � �. - I - � . 7 __ __ - I I __ - , , - I 11 I -_ - - - - --- , I - -_ - - - I . � I --- -_ - - I - - - - - I I I I I � . . . 1 .1. � . I I . I � "I - I I I ­ I I I . , ­ I . ­ . I . - - . � I . .� �, I I I .. , - I .1. - . 1. � - I I I . - . . . �. I ­ I ___ I - - "- ­ 7�­ -n. e�:­­'­­.. zallid� - - I ­ ­ . I � - - � � I WI-1,11--1 '.­ 77; q . - I �;' ­­ �. ­ - - I ':,r . ,. . , ­;; � �;'-­:­Z, �:. r 7,­­ 1 5x"­ ,.: 1­1 - I.. I � I— - . . _ , 2­­: " - � � . "I �. � ­ I �.. � .1 :."'.11.1, 11 I 11 .1 . � - 11 � ­.1-1. 1. 1, .1 ­ � - - - - � I � � - � _­ ,11111Z �;._ 7­; 1: �:;.. ;_ - N�; ". :: � . ­.;� ­ I - � � I -1 ��­ __ - .. �.. - ­­­ ­ - � - � - � ­­ 11 I - - - 1-11 �_­­i:� � - � �: :r=­: - __ ___ ___ - I- 71:z:' 1 Y ­­­ _� W-7 ­r , ", � � �_ :: j:2 ­ - 7- . . 1­1 I � 1.1.1 �.." I I 1. I I I ­ � - -1 I - ­' ­ :; � I I -_ - - I : ­ � , , � � '­­t.r'Z, '7­ 11 I - - - __ - - -, 11 .:::.:::::::: I;:::;:I; ; Iz � -` � - 7, �7�� `­:::�;:��; :��; � ­­ . ... I'll ... I 11 .; - __ - - ­�;_­.:::: ,;::: ... L­�,H.I..". I'll, , '::�­:­ :�n'L:u - I ....... . . :: I;;. ; Ir, 2 n;i;' ­; �; , - ­��::�'­ :�n' n:._:: - _: :� :­ " '_ ,,,, � I. '.7'.- �, �i��!i?! � � I � I � I : � ;:; :;1'e - - __ _­­_;:� I.. 11 � � � - ­ � .1 �. 1, 1. ...... .­'­ ."..'', ­ . I . L. I Q93lft 12114-kr 22L. 9.10 Rok?j2dast 2" GAe &am Ilik jZ-Al. at- code Enpow or Dag DW. --.w pal dina a" IFL#62S9-R31 I ry're R-%i- �I`T ms-�-M L__ 92= .-m- & U. so L. V� X22922-L& i(eni-3,4i, j.- - L A.6.1rr. P r St-P, C­+ PT disnIed -d 3611i ;ialemill, 1'!23M-_'0 111122J2020 A01=1 LU2. 1 1 rl�w7r_�' IL-11 622mig i- "-_ r2p, A.,�" - Ifas V�� m maz&dath= __ R"'AgoO _-O� �s �.irc_ grinikka, & P q,g-. Y4Me3ffd_GY - n'� LAPNO ustre- r.k"' - - n-I V! W��' I-42114941 94FIRItH 1 IA3 M-2e I i A� ze'" �111 FGC L'sanad & ��d `;IjI_IQI)20 mita- AM-,M - near Reosm N 21 Glaoa� Ncloetten k6dueta, LLC_ pastoral godfliur-&i.100m orn Robinson WalrprkTp%Jr PP Jon- W Kilez#,idl. PE YWIM29 MVIA ODC&2020 DS0t4IIII_D leffller`*� l2ttw2on Appr-I'd a) P-QUe kal-WA =9 2111 P.9-8 PM za-tus " afwj.�T' R..Ay'� ltom) i m� Pe �i�41_ � lTI_i3Ii-t454 ca-u-T R;-" IM)Isir-"i aIMCIII LLO (Nnj d�' '1% C�tsliw_ &-hio. -Auj 920-7&45 PS-44167 T'H4Y7T2_tr__`r Rim A12100 Manufacturer Cqnta Revision 4,Kn POILYC�ASS USA Maury A:I E-Qglnj@Liil ANMg-By �AiEdd_W jjL)_M Ittill Pendiag Ap oved Ap- RL-- ,raved License Job [r W I GtMQ020 -10/r2�2n,3 FIBC 1XISOL1210 � � - W q t P� -A n G '�­ - I n vt . . . � ionsdoe Owt -ftrrt Raafl�ll %v,en C.IMEt..�fd.Moe�E'�'W�,l�-,Ifl,�IM4�,'�l in-I'vidCr�ssr-per. S�C­g­ W_W.ij u-. ­­Pnrl,­ Ptah- 17-1­rk�, Rpp� p-. ' RdNnA­� if-bnre C-) � S,*Zat.g.ry: aka. Psn�l. Cappirome 11kethod: E"Inotlon Region torna ­_sEq'e,ra._ M pert Category: Rooling .'ql:S423313:3a',mallp,r,��tC4polygJass-,��oi,7, RQlePftt'4ier`7nn"Il Knezevich, PP Aiipmzal Fi�'&dRe�.,$t4trttiA��ii,i�ct�,� a Lzo-Jr1cmdlh . ­_� F­J­� E�I*y R.10s Regl�r.4�0ri*&.. Li.-Ved rr.W, - , r,.,F,nla,*AaI Entant,or subcatei PE Sn166 l954� 772�6�,r_l 11/01,120W Professional cftsinw. Fl.0Na-RrIi2Fkrdpkia I � Urderlayrnent's FWlZ'f4rU1LWfrME 'Gio,vetiuM Umst b1miIII&MLI 1�ridl=Wlao s lamen- Deals lialw?"Ispnpkalre Compliance Metftlod� 0safficLa-mrie't idwu�re,WICU§t Arrw,A3lLsrJ izLisa jillaw laoirlit " kttLq211%q9AEV ore s.-IIIII 1410 .... 92�1 - - _011," A_&s� iul� "N11,11 Qddsio��.�V , "'fINK", Mat- ,Bit Quilhauldr Arrisauldiam Vag 6WIMIRLUE Wow, 122112a E F;al"tjnnReprtftorn 152-0 mestimueegal.maliez-fum njuad Usseoressr R03L,XlgzaL.Lleau-li! 2LUA Willrd4li-,10, olisdo'll; Worm TF'�'P, A.'ep. 11"p,,'r "" ritordopluipaijurrhairm �2"j origsilig"WI W KVKZ lewde" luadititid Pr_a* a i7lorider Faeg!5"ercd I �ls,k-lik � R4-' - TP1,BWE U.ek-h, DA 4 L­�"ii� P,�,,­�,yrijp P[I�,ij,�, :,Ip�l r,,pirt VYIC'70�15 "I e, V_ I'll �9�.5�51_" 11[ e--s'l),ross !�'lli�,�r.,��olli�l��:�l[:Illlt���i��4kp , FW, r,er, r ll, imi.�� � ,0"� C.A hill 11, - Me, N�A I Be Gd�'I Galonlred striel aimm Nralls,t1vtV 0P­§a,*dGWVWiR0dSfaI $T4,1111 llanl,�Srehiin#,tl izz"111162n ", Tv, I re, IVA P AT,� tW or a .. censed Florklat Profess M­mar.rmW.A-,5l.Irdb Plr,'� NH onok 11 snon-y AGO -'AOF�':rlh a" ir Ennp "."Illfir Rriritil 11 trax-, �oa � oi,sk'� Viste r-PA'Firt ohish � 'j'3rP'_'W pl"'�&,,�C'Ar ­­ , RM T-61is - sl­�,­, F'A -4 4=� - N. pl� ye� Yi,� WAI 141� '41A to", 2 :14 G,-;r r3�4,al,brrt atiotl Sern, Rrrd%lNHVHZ -�7��t,-,b���Wp,.,�n.h..i.�.prL*�ll... Goollwad Gavorizod sr"I Storm PereNi-toi,rod �ZOUQIW 40 I les Yes We = in 1% %LW onal .- r 70 5orsen Too- "are". e'ale 4�0`m ellrltl�W�g 21 Iq- I.P.- I 64_�­ Fai F�,1111* - Fr-sl,,� '_� I�n_si:kn �rnrrh P,efl- - KI,tj TN �M_Luun 114 N� yr. Y­ -4 fA WA P0. VVA P" ro 1"i " r�19 to preetoo "Wrioette Koredon a) � W*259413.1 �-_nqineer Products 22111KY-61MMOAP AWAMW12LUM AlicimmiliqlLyu IMP= 21 Lo I j­ ��j' � X.Zp -'' - �`!` - N. Y. NFA MIA C_ W aLq 9 Prodeal ff-16 lifitartbas, ar Nanne, Product Deac,riation conw ENA-rudyn jVMZ Resistant __ Data 1 P*JycjastR**#Uftderlayment,, Roollno unit~, "a� i0i`21=22 ri. YC__ NVA �WAI-0=5 I Fcarlliaos RWI Ur=dpanoem (i­fVliZ) F*jilas� mf ur4eda�r" eliss W V.- in F8Q 1212VZC23 Yes N6 NIA WA � M HVH7jurlsdkAoa;, > 2 P 0 I Y 0 ase Roof U rid o V " L rlts (norl + Vl-I P P W iig I a ss roor und er� M a nits , tor usce in 12?23T2022 N 0 Feel ron,-HVHZ dtlsdktons,� yes "i"A .Ntjv =Z Cz 0 Florida Department of Business & PnYfe5:5i0n0I RegUldlien Prk"r � re I Floncia Doisartrmpt sf Business & Professional Regulr,on psw I 0 I Florldra Depriturion! Of Business & Profiessitinal Regowbon PW.1 rXI 1 Folv1pass Roof onaertillasperal; �HVHZ) Politast r" UAder,lilinnIertli ler use in FW 12=423 Yes HVH,- jursdiAtom. No We hilA Buildir'.4 ,! Godes and Slarillards lr��""!0122 1 BLdIsling Codes and Stand3rds IW202li Sul Iding Codes ard Stardards 147=21 " 0- �2 Pojyglass Roror una'alaymerill �qon+lvl­lp Pdl�liiassroof. undaveymenes,foruse h rZ=W3 r4o yes VIA .Ir4'IAr-='d > FRC irion ­piVHZ jurieldiatnino, ProDupet Appneval Applicatton DeWill ­­_­1 _..___.......­.__.._ Product ApprovalApplicaourl Detail --.-.--.--- _ ---.-.....-........----.......-.-- Producl Apgrinvall Applk:aWin Detail CL I pollyjAe'l; A*'."f underlarratints iv"Zir Pcgyl�as,sPWWWwiwim�.�sf"u=jeip, FWIVW�0;r� Yes HVHZ junildolinrie No l0r NlA AOMWIlia U __ I I . I ­11 I � � � I I ­ I I .I I, 11 I ,�. r� '; , I I - � I � . I :� I Ilk, 11 - 1, : . I '-, : � . I _� ,"­ 'r, r i � n - i, r: - . . � ­ . � �� I I "I �' ­1�171;lill Lk 11 � I I I � : :: 11 I- � I � I. I I I I 1-1 � � - .11 - - 11 �3;F . : : : � . - I I I �� -, ml � I I - - -_ � I I Y - ;� ' __ I I I - - :1 I I I � I � I .1 �' "I . I i : ,� . I I I I I - �:� ; I , 1. � I , 11 � I �' � - : ''. :��: ': : I I J I � i . � I . �111' I I . 11 I ; ­11 Z' �' � � - . ­ " : - : � I IlAtillem- 1 114, 11 I �� I I 11 ­1 I r L Tri" , � � �- I ­11 I I - � I :: ; rc ;�� �' . _­1.11'.1 - I�k�­­ rl,' " �"_ ; - I 11 I I . � 1: ,r::: ,:�:::::::!, I ­'­­ , r . ""h � r �� *��, F­ I �' .1 T T T P , r ,r,,i,,�'.,, ,:; ­ 7� 1 � ,� ­;r - , 'E' p�� �:i;; I ��, ;­��­­ I � -1 I � M 1- n7 �: - I r:, � : ­ . ­r� � �_ -_ : I I:r' r r I � � � r �� i� T,z tz - I,- ­1-11.��'.�'­� - � �­ I - -�� � " [�� ��AO � �"Ir­ ­�'._:::M : ::: . r - r - uq r�' - I ;; "Ir!q" I ';' _ -.1.19 ::�:��: ­ r I - ­­ ­ ­ L: T��P_ �� I ­­­:�:=. � � �:::::: ::!r: p::iri:::w: rir"-i�ri ���'�' I �z ;: , , � . ��:��'��' n� �!!4�!����:����','���!���!:��,"��, I . ­ I ­11 - I �-�' - P� i� �� - " V:'. i : : � I 2 Pellijass R,., �f Unslaialadernis (rhon-HVRZ) Polylliaes rWr ar., sidaynt , for a se in IV23=23 W d -_ a. Ifls!s WA + P 4,01- 6 1-1 � - _______ _ � - 9292 � � : F, �:` , I I - 7 ­� " � - 11 I I ';­ o-y" I ­ � � � - �' I i � : : I � - - I ­1 .11 � &4L=z_- � � ; 2M Q& I � I - I D a r# N I n el i z­­7 � . r I 11 I 11 Nrll - I I I 11 11 � i '­­ I I I . r'-sa I � I , I "I I I 11 I � - ritiffiLdr. Ir I 11 �4 . r, 29t 2* I I - I ­;­'�'� 9a.-bilella _� �� I 2111 �: � _ �'r�:I:� '�� � , �: - �� �'dfhi 1 ��%' � I � �: '�' L' � I 1, �' p.':�': � :: ,7,r��T-', �� , r , ; ; --- ,� � _�:' �� ; .z�'_ r, , � :�� I L 7rl'tr � �) ... ;� 14� � I 4:­:;�;��Z�,­' _" �_' �:. �;� r�­ - �­ --- �_ .1�: - , ,�­��­­' lr � - � , �11 - 1� , ,,:: � , 1� I I I I------II--_ ­I . ­ ��! i�­:��'_' I allety N : : :::::::!: : :r ::: i �::�i ,'; �� �:r �: ��� _,.,._,,�,�[r: r: � : L:: : r: r : lr� F r ; -T--- - � � : � 1: : : �� I � :: : ­', '­ ­ POLC 291.9 VArp �. Ildt. F B G no r, F i V HZ I a ri ad or, ons. im versiv. h L3 a U Is a W re r caltact EdE -_� & Ll pe nit valllated S Volilawd jrd�lrjftadl _ _ �Z,Ao ne-I fT __p _ ApEroved S AWWW5 yg�ia l, M..ZE.-'W lisa - K.'s" L . knoullie1jjetamit Y=1110L )dfid'ALI U'llpid'iter FN ftam A222�16 a" Iduat Vlessart isentrraetwor contaill )&M99 E. irmstritaid FSC Acidene Aqla"I�VA A" 1. -6--i 1 POI�liiaee, RO& Undertaystionnis IHVHZ� Pol�qlasls rao,"andidlayment- lair use ir, FB0112123=2a Yes he NIA MAI FI-i.r. 2020 AF A-n- SNVr�-arrd Gbw,,, �a Nkes ioleo' F'-vr­LBunrzrJD PE Troy Siuerr,p� P E_ i Qj 02-1 T(111:5_11cra) I 11 AlIV2320 ,I _11111.2cao Appm,,edl R-'rison 20,23 AV- o�" Le- [CC tl.hi �b- 8-1-, LLC Woe- irl P-t PL ,Ft J'L I,? _,iX IC120VID i UIS�'2V ro Ilfflf,)OL Poaro,*d r-aW 202C CorlwiertlAd Concrete ProduagArrs Rot,ort 011119 Z0�0A,Gretkberir Jahn KW lzrifir-mm T Irt alerr­4 12fZe-'9W Mg I'sCAW, 0 2 Polyglass Roof Underlaymnastm; (rm-HVHZl l­lVH7juu*dx,i- PolylilassrWilrdenrytrents�11cir use In 12QW2023 No Ye _. WA . F VAJ�'-_ 2 �' cat"lorf, a";� subc~rry Storrs pa"eis l712�� --K ; _Ac,54!� (9""' n�v_r_qw t561, nolmabqaftp_i��nh-_'­ C.lenahr.' &Itudiiirw C.r'Ponemki 7'tpC.W_q.'Y. 7-s P�I­ - iZ-2.l l �� IX.,-E377 l44n7i6I­q" deun(e_-P­t'__ criteliow. isaaolww c;Vrd>=s1A5 Sub"6goryl F�Odul:* ntntldu"O ag pRes,Aof arx)06s-3707 PE-342m f312) EIU-5311 h,.sesrsndo*yti = F80nsar)-HVHZIuo_-d.tj_ - Connillan-I-etti F-1ptsinm Repwill,ma Fkor-va x Pdrrubsct Ora L�srlso* FkV cip ..C.. Cizur,lianso Mdi,.,L E4-troo Report i­ . F-,.= la-­'.u_ um' N-T-Irwoey c,sirwitir" Method; evaluation R.Port ftent _0 Find _�q­ L`lel�_ LF-W--mod a F-1-.0d. R,FSrIt,t­,d Atahb,t or � ucs��ed Floddit Pref_i6ceral agi- 0 rL#I 70am Pr0dL%t_- n-�F�_A_ AW­d it, U- Arria-di-this 1�.sa 0,40 IL fl.allyA-ran- etRVM_Yftd:WTtW ,p,QVroW0fQ[0- ifflaact De-g r sal 9, emikttmggic M-.,., or usilig Proeam- =PeRLININ Cl-�--ttovxftn-p-m Inj4W apetstart iprg"me, F1.417-74,R6 sso; 9 P_�srdmd l4aparl. tipimirw W l4pury 17-floshigi Issirsurriptiraii. Cali E;sPinalism Date in HVH4- outside Hytiz Kwaizlemt P`W�r`6`e 1 -M 2=Ael- 44- $1,.e, (H lrrnp� 8i h&I-j C&T.'t,n, rbw IVII=4 Y_ Y_ H �='A' NIA Quift ami'mam Anni fr� usim A2wmwzzl�At tolaw 0- 1 24 go C��a n 2 ed B Id � storm ps n a 1, 2,41. �;Q��_wt�d �Wel Fra� 7- Panels 1�31f::�� YaG lt`�. Y�_ IIIA' 2 1-DW RQGV*r--- ��J. He's $tV,tel L�_-ttfi�5�� 'Z�Wd�y4 ys, "re" MIA NIA $141A P'Mj�o V*dK N=er or RW4 Product0aserlioM glintrao Wrainsri paril no ll�jig 2"lb Rtgow PM*62L�q < 3 1'r. -Oaasmse Tum WMI �� pt�'� � Z'31TIUY4 Y�_ Yes ,jb% NIA I lauaityF*CRL�,XC�o��Tda�Cw��rt4o PWAWS FTecw And Pwhssnd Coperao Untols sf"q_"' � I,o 'far MIA NJA AN _____............_____._� - -­­ � I— ­­1 L. .. -"----.-.----"..-".--. .... . . � ­ .... ­_'_.r___ I ­­­ 4 - 7w 0 �reAir. - W. - M., C��rt�r,bra : 12,11ir624 ,,r_ Y.. . - Ills. W 0 - M AN ftp� f*Y-% kMI) &_" 1 =3 < 0- r1oroar Deparbasont of Suranness & Professional Regulation EmOlding Carlo-, and Stardards Fess Z Of 2 3WW23 Fliarida 06'effilirraorn of Rusin ass & Professie,nin I RL gue"Man Butidmg Codes and Standpird�, Pzge I a', vl"r'D21 Florida Departrinci of Quemnoss 4 Professional Regulation Building Oades arid Standards ft2o I V2 %W0021 �_ Product Approval Application Detail ProduCI Approval Application Detail Product Approval Application Detail 0 L� M 11 11 - ". "Ll.."'. L ... L .... � I'll ­­:;_­:;77­i:I_;_;_ - - 1 ­_�'j .... .... .. . 'Z_­';;;; '­4'T­j­ - �­­­­ "'b�PL7:LL:':L .. . I :1 1: I - L ­­ 11 L L L ­ .. I , , , -­ � --'I'- I - L: ILLI..:�..:�­:.: 1:1 .. 'L L' ­ . 11 I—,: z �. ., ' I- I 11 - . 1, .... I I - 71 ­1 I - 11 - - - -_ L ,� '� L ; ,,.',. tii�'­ , �:: , - '1111"I'Lr" _" ­­­­ � ;­;­­"_­­­­­ ' ---- - . TE � � , : I , �Ir ­:;�­­:. 'rI­­I'::L�L:Ir­ r ' ­ I ­­­­­­­­'.rr'­ ­,;;7­�;, ;�­�,� '­_: �:_ , �r' __ ;' ';'�: , 1, �­ � - _"­­��,�''­'�" ,� , 1- '�� � 1; r �, _ ­ 11 '�:�:'� ,. " , .1 .1� lj'r�rt�r­�� r.; - ­­ ­­­ "' �: :':L:­:'I: : �:: ... �.L r 1. 7:­ �" '­­': Z' 7 _1 ;:_L':;Z;­ . _r r ­r ­ 'r; '_ . ' 'L'L '' �_ - - r - �­­LLLLL L'LL .... .. .. . . 1. I - - -_ - , . L­­jrr­qT _ - , . L­­jrr­qT - �' " ,, r �L ­' "Irr­ - r., .; ;L 'L ­ ... - 1 _%Iel�'M: 11�"'­�' "­ � % I "'� r',� I � I L ­ '­:�_ I " 'f 1;1 ... ­�; I I ­ � , ­ . '.: Z­ ... ;�'4 � I 1. I _­­ ....... ­LL � L ­L L LL ­�:�� ­­_' L L � ­L _:= L LL L L L'�'��'� I �_ . . . � ­ ­L ' I I I I I 11:11:11 I I 1. L� 11 11 :"' .;;. - ff'� e" ": I � 1-1 11 I r ­ - 7 - __ - __ -­ - - r ­­ �� , �­' - I ;­­­ I I , - , , � .11.11 I I ". I L I 11 I FW527411 , " I 1, '­ LL -L L . I I I I "I I I I I- L I ''I . .11 I LL - L 11 I I 'L 1. L I ''L _ I L I 'L I . I - "I ;L I . L . I , - I I L I I I I I '� L, I 11 Ll ;. . ''I I . I 11 - I -_ I �: I - - - L I - I -_ -_ - - I .1. � I I - . - I I L I I I I I . , L I I I I L I I i rL �A�7��"�' - -) '�' � I., - . - - __ - , �ifl ���:�; :iir�: !Qij: - - 4� : I I _____ fll!J� �':::!� �, i: -_ - � LI � �� 11 :1 , , : NY' .- 7 . Z�____ - ­ ­-, - ­'­ �" - 2 - I �l : �' - I r L I - . L - � -: � , I L; i , .1 �'Z;Iz� 1 � I! � _L�� �!� ,: , 11 : 1 � �' :::L. : �' L" - . I I i %% Ir ,�:,� i , ] , r � i _ �i I , ,� _ � r i :� � ',::,���:­" ��;�7 __ - - __ __',',r' ; � ��!r T': - I �' ,�, "'jjj,�� L� : iri: i;! 11� Ii! l!rrr: 11 � � ' _� :,I I i I Uj = Qsk le -my 21-d. 2'i 0'yy P'nol" 9-M, ;�hll W,.,I-.Ql _Ilu 9W WSLEEIAN W1 Zest ereft P-M. Dee Ra-ptollut 291 mal-0 MILAM �Iilamlaksl___ !Lnk-_d &_V*_ioff�&0__ V44--t-to.ft x2lk-w" IL-telLd MAlil-ol -U- a DO X=19- splum lilli Isem, V 2219:20MIkI.I. M iLalr�" Ieieeliw EME ri,adl- Mai ILE, asied. Men Cl-W-1 go,.*- LWTmm, vWttue�W' Varidk� s"Ilmiltsd Fac A-d MAIII 7-- = Romv.ft 2020 WT,nk rAs Cafiaqlse,� Shrild-I eony­lb� Fidn'pamilkill ii evarrejer, car,4,4,LjC: orIC r,jpru.5e,, F-rdo, sr&2)8G&ZE05 LU DIPITD23 � W25QU72 91=N73 Apormad N'Alson "W20 W.U.'A-u- C*teony�,-N,u,lu-kC��,I:r�'ole,�-, rr�� sa�� rr.r, =-_Ivab�;ro 8-orm, LLC I- tzr�To, F E c-53) sz"&­ (60e)e�e��12��q "L'I*r1�4'Ie'l� 1 10?t'"p'2021 r=V262- AW-e-5 A"-.t- -_'I-u Alp'. Au=-, Ili, carnsrrx�; P-diftfl, Jose 5hp Wis Fl� L.T11i, '21,%'r, N*L Q�%Tr FIE f4f,7ri' -2075 PE ..-25r4 �71rj�'71454 r Ill CUW70 lvls,Ci�2q Ilar,'2020 APN Wed <1, a) GuKahrsahn Trxiss, PW,m evaidon(4frij M'Mi i2iil$ 594'141idil SubCat,larcc Frdjwu,­,,i L­Na coh,rrjaere,lrMOW� 1`41r&s� rl,pr(rafeli R-be`­_@�M--" -1- lhnrC.I.rj.'V-_ S.fln� '11pl-'-, Lrr­.Qj�h. = I Corlisikabse litaillortit ENVivaktran R*W lreh� a Posing emisrew FAW - ,c7a a-4.4w, ralbly conspllsstpliaitho,d! Paisa6M R�W IoNls a Fr -ma Ar,rf*�,,NA4&,AW.,p Uon-,dFl.tris s 1�11 - I- Fiaidds?,wiptoolicts PDW77-ats evadnaams ploro­�-�tO�Kp­ . __T' Qjsjua- Atzaro"d for Uss, prosinavad NX Uw hirmt oleli'� 2-4-1 AwmwjwAlao Aafml l i�� _Ilqkla�_$ 2��Iwl Uh9T%44�B5W-jj,A a W, E�Zlioj filaitill ffabilE . 61pan, r.1 di - cit S. Elmlited At IiialuiWilega, lic 1601Z 2im"rit UX ? M 2'�-_ a 'JILIL# prgjms� Werid.,pleadi Neu 2'edtid eg-Zpasin IntrL 9K*26�1- ku myliz 2WIMIJU-11JI Isce ­_ '�.t­ll f!,sg�_ cij��q�- axieldn-1- Almavoi-Ill"921 itamm.111 _tRIA­_ larep"I rit": _j � VlaAH3 Ill till rrisp allehrist. �'dss'___he"jM rAot 1213IF1124 - Tes Y�s pi� N'A � A"'Ire'T VIL Lff­­Vs�Lur�­ �f!T '2�17! N. Y_ � W� ma-4 �� Merge timt-le: u W ME ftaList aila�'a'x� '_�1_04� le iit�� - 2M '�)� Hv�g 9�-Lgqg le� stao D&I erew--ii a- 2 VeasHs Is ga Anro' tried InaleaD rluei t�orletlo' i'We i:13442�0214 Yes Y�% NA N 14 prWeL_I PIL J� P-Wef &-d -­ _ �?& J,InT3 . N. Y. '(011 i�A illf,lk I -- �-s��.M,nso"l��ii,g,,,V,fx"l�,�,�iniu��s.ML, J�61 Aer._-� AX�q,wrn Jo,� &a,np. Vtoje,j Aarr,sun, 37011--.2i Me `__ a. mfl� 3 Ml Iff lag�.t­lsas�rlprto �2W=21 ' Ir- Ys� M iA F4 � � T.,-. 5MW L GIL Lsd�dred spell Lmlow ou�l)�KCI� He Nhk rWA ' 4 WI&HS __ �±W n'no �belovkdd IS as dris lltiargin prEj� � res Yes tj!A ," 4 Tj Rsm stm si�,EWM� C�,' -- . t�,nAo­ffLho� �' 4j'_'jed..;�'r,h 03J3lTjT2-_ tie "Its IVIA MrA CW�u-'W-0 5cm .--N=.j a-, weed SHEET NO, 5 4IT20HS -13 �, NP ,-L-ls, -- ­d� p.. ;2m=4 Y_ Y_ "d, _� 4OWd Rd, aO&�_ 5 wayo�­_' Pare soam Q� - 1- �_ - - . R - ri�' � ­­= .. Y_ WA WIL 6 TLIG. 14TIa laq-�U­.'_au. 1"Zoi=24 Ye$ Y" NA NIA _� 7 TI�26' Mmo -Iii ua� _-_ _-__ __ _'_ i zdlli�'V�14 Y_ Y_ a fIA INIA I . March 6, 2023 PA 1.1 . - I a--i Poll liepararrva'it Of Blaglinew & Ptalleasioral iIl lA6lion P+pat d2 Florida DepArlinall of Baellroes3 & Ptotessil l abort l Fonda Depilialanent of Business & FP6f253[@nal - pipet ,x1 Roma Deparana k of suldness a Froftsifflarial ftglolalori Nipsi at BMIng Codas and SWxbrda 8irdding l: and Stands IN BLiNding Codas and Starxiiia s Building Codin said onW= U) C) U Pilloaduct Approval JI pokallaln Datpalf fervill Appmovai Apolosi tt ri DOW Product Approval Appliocuation DOW Product Al I AppllaWm DetoW "4="r U Qi (��"ryryj "yyj �_ p., �+�w� _. _ .. I. ,. r. . _....._ _.. _..._..,.. .,, .... __,. .,I t Y! .__-__ ___•-, I tl I II I: I --.-.< -1.. .r. V .,. .. -..: .,.__., -I. .:...-,4....-[ -� -:. I,... .I. I I .,.... _ , . ,. __. .._ '__... - _..,. I. .,i... 1-�.....:, a .. .__- l._..- .. € I ,___. _.-. _- ,. _.__._ _-. .. I , ,I .I.: .1 r € . I I rl , , . .. - -_.. a.l f „r, . t , k I..I. I r I, is r l (.. ,,, , , .,,., . , __. ., . ,:., ., ..,.,., ,, :::.,_. ,.. ... -_... ;l a ,...:.- .:.... a ,. .._ .. ,. �: -d..-. -._ ... I II I -..-._ I I I :. , I ..I rl..:. ,... Ir I I:.:.,..I. I... �.� :'. -�.... ,II � .... „ .... t.. ,...i I Y I-.�-.... I � � I,.r I: �. I I I...., ,III, .:..-:. 1 ,I I, r - - .. ,.. � � ` :n,, I I I �. .._ I: 1:.. _... I , . , p1 ,...,, I ,... ,.f.l '; ,... I I L.:.,. 11. II 1 Y.. al 1, I s. 11. L. i I-. I. I rr, ..:. rrcl:rrrl .I.. ......... �.. __,.:. L11.. .�. .I r.. ,: � ., ..::� .,. �.... -.. ,. .,...... I I ,.. .__ .:.. I_ ... I I. .,, �. I F I II .,. .. .... I... I ..:. _.- ... �:.. 3 I. ,I. �. I I.I. II I ,.:I .. ,..... r .: ,. i, � ..,... I ...�...... .,.,�,�: .. � .,,� -.1. ... .: 1 I... :. .,. I I -I.... -. _. __. .__ I I ., I. .: I __... I_- ,III :..:.. , �..:... �... ,. . I I I I ..,:.... ,-.1 I , I I �".: ::,., �:. ,,. III, L.:.. I � III I I L-. I ILI.., I � I a � ,,I. I•n, vr.r nr^ jj r....: '^ I. I. t...,r11 '. V 1^, , "_ r" 1. .::' rl�^,_; I I:.. r:..,.... t _I_ I I I t I I. ... I,.,,., 99++ ff ... .I.11 I I I I,,I II: r I �, .I I. II I.,"., I I I I rY f I I I I I 1 .. ,.._ ....,. ... ...-„.- . I I ,,., .. ..:, . 1 �' _ -,., i. ..... � III __. -_ sv�u I.,l. I. I�:I.� I". , 'x..n. n :.,::.: I (, Il I I I III _.. �.., ...,,. ,.: I.. I I.:: l.� ILI III ,I I � 1 .. ! 1. I. -. I �. d I 1. rl I i � � 1 i I � '.I I. LL1 I � I i L.J l � II I. �.l�,r,.,, I I+IIII I•.I. I I 1, III, .,.. - _ _ . _.. -. _,_. -._ __. --. , ._;:, , ,. _ .. ,...� .--- .. ..__... �.. `__. ._�--_ ,., - - --_. .i r ... .L.. r. ._ .,. _..-.-.. I :I .-., 111II,I f., :rl .III,,. ,. _.. .. _,._,t»r�i„� r.., . , I I., �.�n, ---.. _ _.- .�,. -- ___-. __-. _.. .. I _ , ... ---go -- _.ems .. -_-__... _.__ ,. .,,__ ..--.,.. .. .. .. .._.-�.. , .._.--.-,.:. .. --.-.- ._. . .^-r•1 .. � .: _ .:. .. --, _... _ _.__. ... --.11. --.-:.-. - ,. .,.., _-, .:u_:.,,.I -._... ___ -: -.._,.. t ... ._ _.._ I _._._. IIII _:.-,,s ( -_- _ - .,.. � ,11 .. ..- .,. � ::.. _. ..I .I , I _ ,.I. I L.. .,:... I __ - .L. I �� � ,4 ILI ill .-.,G I. .. .r:..,. I. � ...:.. :... _ �,: I. =,, �. ..11 - ...... _ ,...___ '. __....- ,, ..i. , ___-... . .., ,. a -.1.I I. .......... _.._.,... . �... . , ., ..,,. � .,... .. .... .,__ ,. ,.,I, .. � _.. _.__-, �.:. __ - __. .- . � ... .. _ .__. _.. - hl. ..;,. --. .. .,.: ... ..:, ...., _,._. _ ...: .... ..... ,..1., .. ., -- .L. � �... r.. I _ I.I a 1 . r I I .. _. ............... ..._ .. _. ._ .. _-- ,...I _. - ,. ,... _... V :... _ .:::,.. � _ , ... .... .. I --�-_ I .IIII _ _ _,- t .. ....,.. ..ul � , .-.. __. .. _ ;,.tl, L I: IIII _._,. I .L-L, � I� rl�l}.I _ .., .. _. r,...l � I.� _. _........ , ....H..a,,.l, , -.,.-., , .,, ,..,.._.. ..,_-:_..,.. , dti ..r.....,. ... l ,..... ...---_.-:Irf I ,: l lull I! ..� ., P t �. �.^� `rw✓ .e+-t 'y.,.✓ 9,..".. S...L , VMrrwP44! tamer mom 6' AW AJull '+�''Blt Wk ��. FBCAmewv'^a6 1 ?. A 7 ' i. � °l�r'39_�. SakSw ar. kJlA � .�I .f �'+�+�J...x. _""!fl^IS� E' w. � I 1' a P2!Mw. :lib , ihw3eAw V;'.' 1 � t_i'�.�. GNAIwf.W rlvrlLRN R" IA !`. a+�. DA.- A a. M' _."�+,Nk: T�11�1.' Wrprxs r .9 fast £naGn>IErsAN.+ Iry 'Ya9'i dBy ,'9.0E 46&?�4r33!� ' 9-t"No" AgilwaRai P,*m ohajn $A 9 tl: am a V tlmp6claprr a.r�IP.at: EaaaL 't mar 6�,.I a1 +tw $VkWft.'4 .1"no" Ali moo .! CL � � "� . Aafr�:tmtairs ... 10'2D PwiaOtorm ,.... .lwwi F°.ra+Awvr-ltwa2tlo� JtwsrawP,.aJWwnarP.E.',� O'rl1'. G7714P"1020 tlrl2�lit A{pylrwa'rmd A'akrmaklww 20b:1 PeaaCr'Pri -. .: �. ..m -,. , I.. .kwkrwai'#'wn-�. imk4w:�+rt2CieXrr tl.F^.Lkreal Pe.,,P.1..9,„: .; e r. s97.'142A,u`1'P 07,142030 a O'7:dd'212020 >115amtieml 1, :.. Ai: a rxidaru 1O1a Nr'phtat"x, Nuo'r:fWrAn rre : , �. m -H m YJI. Il„ r Ili P.,E. ,tOo P31Y:rr$Mp W rrWCrwa'MJ k� Jtrmw',5.1- a+w+rer, .rid ,. t➢fi4P2020 471 i�aM21020 Q7J20P202O � AaPrnndaHl ®, a 0 n Jbw H: '- P r T£_ W� PE rL.. � 7r11 C'n14F102 LJ7122t2OfrO �b� Ifr8Arrt4 M�APrrrOn$�GrieeAO .'p'+, +C �gprrn'wat ('�'� tlwAe"I Wrodosa R*Wikon aeprw xwrAr lew Ca0A0kC ExpnswdrP$ 00"Oenlxt 4 RwWhsten Aaer0W1vkaA"P01Af*ft l' i):V2&44$5 CiPea In"Y VW.mop" Rsworson MpwyillaFNJIMtrA:vxwel GSPJCxIEegtjrvxrwg titgwrg. Minuet" R*41ul n P" -Wlis �fi'E}6iir=9M �� � "'+°` U) aw�all'$IAlir P411021-ON j:61at��'t� awsC €vSw �Sli� M4-,)521- 6 a,uKeftrit POP ,MA1ial1- G'vIE11Mla'7-99127 �aMBA'.Wmgrr. P'bed I)W- al, (�` �t�r! .e.�. co c�tiat" A-C*ttwitkonmark erl.lr!'3N AdIPPO8MWP Ak �ocrowlionMark orLAll Asa ..:two i�a1C4}wseeVlikelelf"41rakelkhrJ MIPiiruvYluvlp �A�prr�dM+rrspprcowrWl: Pw metala �A � IPa:mm Ihw.tY'p II � '� -Pradswr Prwtpaplgrwgd C'xiQeleer tlW1p.:-1 - � Jul PrrlWl lledaL bilag AerA rar itii Aoepviad for u>t $Qi lrwdeL Munea'��as Arodrot "___-`-`•.- �m� v`aaFrark➢� � In � �ai.� Nr�sii�7�.11imi9wr Y`MaMe �{i�Ipe'k.0awi§rsian - d'WOn'A11:tfCll3fa 9ry � 'OAtkdwas iArtPz. �tlttl0 _. Awitiarwp's Rp11M[�� Bxs Aw�wia tEs l � Ski i � Rrrdr3f NIkxwsAwr 4rMre4 0M1 Ss NRn2 W�w.�ew 1 $er1e4100 Plan Rptp pe�Hwp VkMalnier"Wevo w. 'itM O6ft7P1C177 No Yes M + 1 Pepw 10 swill - sinIlws r�"�#Brrawr Ss'x90'Ur�'�er-.trig V4lrxlaw 0�79t�4'#9 t� Yae P� +40:�iR1 1 $��:4 4#yi a�d�m�]`A'tB'} O�ip/�fifJ� W N. Vie rk 200.95 :211 QY11If#VKL � L � 2 SaFIN 11520 Milan Pstb.r welll liwg Ywi lPsrbravrmS Hur;t1Twin Win= No Yee Ne +W 10 2 Papa 10 was single" .svir =:. � 5Y-VWY-V Wo �' �a Kng ?i�9 Wind" 07i � YM go �-4 2 sotwe:1cm vul lbw-I(4D 261 U.105il NO Yea HD 148e�iwl Rwrpe Fbaed 19 BeI 1F2" FIII F0aed VAil aill Yee Yet W WA -O /r���� k-A— `aa�V cavvmaecmxtls-1C4'} '1t1N5ACo"rreoft No Yew +4prdo a Pefle10 swiss O'Ak w-,Vk4kr-W 5e'x611'llfw1lolr }I-rivlknine 07r13ar1fr22 Yoe No tic +bW-M :! ears�w iSr {r Varyt Fluid V?tmur rV x601 07'€7bie71- NO VIM Ne -60hP0 �V o it soma IQ" olRafw HUng 1+WASVglw WING 1010'x 4El15r2C27 W 4 Pool io son tsinve itInawr lr 4a'x 7TUM0 � �"'4i ilVialwlw 07�7 No Yea �r-i5049t1 0 4 arlHis 1iY2061rgtw Hurg VwMawgki WWI; Trtpwtxwegowdkw(1Aier s33.§*} 4�7 NO Vee No *36re5ri 8 Po�10a �j*-'QWtAL- WxWM Iry _.:'-"�F-g Wirooll � NO You, ��5`d'-.tt5 FitYGiet BtB_REwbais E 0 Te �..J 5 tisr'aa 10P10 Scale HURA V06'aftle "a MM34W Till Yoe M s35+•;r 6 P*"1$3wti"A"nr ww.-ngVy"40e, 36'x73`W7 -,-*-t WIl +1;1g `-VlrKlfs+r Uol NO Yes t'a3' +6&�##J' s �r�uanmww Ik3YISw:a('lsrUw *BWV.,W %s leis IMAM on B $drww iCVN}a9rlAlw HUmg 11krir1 axrslesMg RKn auiA(72'x6fi3'J Wier2R.17 N. Yes Ail s� 7 1`41i110 avusW full vn ,.w 52-1M,x tar t y;; -r,' 4gt. HNnp MW'nwpw .i!'12"1GXa'd lIi 'xkwa m#F.s sga Ptkl lAtsld. k:apli'kse a�Nswnp. .ifti. _ ilt�i: �af>pdw H4$ix SFiafeSt p-�, -lrs—�C+ 10- T $w'Pii 101'9!088nIAWI HJfrg lrahrl til" Ttf�twOw Rtll =u-%Vl 65eF692tK17 tom+ Yew Yoe W 1� 'tea Prl:$1�I$iSals:PxaWwwrxw S" 10,2n Y,rrA now -R*rlanw tail x.°to 7 oirtSP a NP Ylea h5i �2f1�5 � � � O 4 mJ e^�. 8 $xrkks iMt"10 a1'gPW HUry VkEd$�rw t'kr�Yeiwdov llJ'x7 0sf17:P2iS"t't � 2 Iiol 1Wo iArt ERE e9iA71`pkM ll14tiOw 6a`} 0:tt38. 4 rr Ne Yea No +2%26 100 Iw HU lValow al le ltiwtp 111x { O611sr2 7 Wi Yoe Ne. •; : 3 :'$�ipsi'f,12o � i€dp Ya+tllJw'w'llap Or0"I rt7i �O'4 �No Yes HO .+:$py.00 � � 10 asses iG'2Catl'gAM Hung whebwr +mica ak7pii H9lmp lNlnWaww }aEP`p�1V29 0$I16r2027 Yoe kAt +36 � - NAMK al Pesdwsi:flsastieliwri F°9!ffit�tmE3R,Fs' xe :. .� 11i 12 6'o"1Or20a alt Hung sdo" 1OM O VAil true VWa Ie"Will WinatYr 11W'til l O0d1712077 low fill nwPV tsrfto&(W Or 71 (WIV'J�O2 7 PWc Nv 0 Yws VwR tks !NV .w�' �PWkP YO1 Need vingW rdow an inn e Sri .W Vlrmjr•- Hrx ft;,l'Wa-SQ'&Y1un2 WkiI OaJ22r2033 REP Yee: % -.&#11 '.'-..--°�--'--'---•.�'.�^--,.m^^.:.^^^-^-^�^^--�---�-"."--�_----. 13 swrim 1MJf30 a1ni huts 'Rv1l'MBIkENp!lMcnO't!MR':Inr� (1r"ta°x6'2.a"C O 7V207' 4 Y" N0 +�' x Ped9A 1U 8Orie8 $1i [6 +MMFlII�MI,tir' n6 64eAJ�°siry -._ $��e RM.InO vk'iewtY+r Yka nR -s0t-};s... 1a 1$ SerMas,i':Pa.'o Slrga NUag soft 1O@9.0 .Ndw'Bik? RUrg "karylaegpe HI Toot tA01':EgIS11AtE�3`xa3.$� O1617112O13i' Vily$!ro�o o4rg Titan 00W"*( xM 0ei17J2027 no No Yae Y40 W NIP .135i.3S 1117A, is a d 6 P'rwAw 10 "Jp'rxw tingMw w4"glldrer,�w POW 10 SWIM &ttaw tL?OkYlt1"sa4Niw R 10 �'k'.s ar�i�'r3vlln,www MVIIt2t�3. 6a"xas°1r+�}"'vfirrW.'a a�g4sr..rng Y:nwkauwr OGiG,Fs7at9O�v W162-r,1r.Y' foon1prol 5juaa hi,HnO WPoin# tP0t37i= 62-'i,Wx -V)ry 6aa9^r.7nr:Aww W' eHu^%voll tVIT=s NN.o rare "l. NO Yga Yee Yea 1b ��50'-Fi� 111-55 -for-W 16 swim 1020 florets 1I VpylSwg4" 114n 0C.IP09IwM W150 27 No We me +40u a 17 FLsllfaiRlfl sell 10J2051rtgks III Vkt)A Reed Win 3r4414,eg F*14014174F I 1W06Y2CJ1 lill Yb Nu * 0 iE k &&I Nytix loam Amiga ia0 aadwsorTivrmagareri_rlawmpfee wArara No Pwbrm&nO$Vo Vkyt Ho PWIirzflSAim Hu' 142'-M =17=7 No Yr Ho + 2 1 W aerEai wThermalsr crFaemrnpss raAwr:tl MW Vkyt 16P5r Psrbvm6n ail* H WMTWH 06r31r20'J7 No Yoe NO - Wkl% Perlarawwa 000'H,lrg 0"Vil lliw(Y>2ol101 '} $ 15DB/'+te 9rTherroibra,Fin rrom A wAwane SrVe Vil sells 1 rg Te0040100e'x 00dt(1i2W'r7' +a� Vto NO # al )rain 4 161)l f orTTwerrnairwr 0 EMwrpMaAM% 6Mae Y40 all H'wq Pilo&ampalCow x:ftlii W43i=7 RD Ywp His Fiorg EkvAfNDepatlt tof Sumeness ' ' 1 Florida Deparoltiusinee6Pli)fewonlR2g4Ji$t10Jt NJ,!; 6+ l tsstaDepamnemofBusiness &PsaIssslorBl ftgAafion Prpwrleia Buidin Codes and Sherds im BuH€ift , Codes and Standards Building Codes and Standard$ Pnaatwx ProadM Appwe&I Applilialilpn Dal Produzot Araroval Apliiic4on Dated Pr*dilct Approval Applicali" Delaii ------------- SA>on -91 & Deep Pweipa pill L- 2111 F" Niter � C-& F"stol S L6 Be(- of*ft V-11,eAwpwMis4iyWr VwiG4 BY F$OA00re_wW a BW Miai Y—`-�--- iEsiallaPI an ibx[ bmi d I'llbalft FBC►MEM hiammi g Va— NAM BRAN",* Ikki A3'xetasAa 2OM PI ow poraron ll Hollow Bard tisYNI grd Cow JUI L Blsr* ', P.E. a Wlt404= 471114 0711 Acomwo Affln'" bt 9M ae41a Joe Heyde^ ltlem V^l Af- sotlwie6rr, P.f. Fes. L. u",. M, I--o UM ate 071-V2= Woo*= 'ded xnr� am 1,09 QA Polvao s Joe i'Napoprs W4 Wndo**W DW j#rM liw3- . gf- S TM412M 071142M 074=7M APPI IIatquf SAkndOr°A Roprewn iw€,'a tk wt Asm=iWerw flul Pfl Volmaill ii4eb Dom Fznb4llum CaD E. A.Misia lr•'Halol rYil souir M11921.eBal isBi')4Wt-W4r 2"CilyYY+ Hartionlow sinul (541)mr4ax 4alitm4arl flP Emil DmAwi yoodn It i 1111'I 1 fwi).40"-Ipw caspW6rw teitlipd, pwrdlicialke+Jul V Lima Cnmpaonome Nr - P[eAwt Nvmtr ... _ . -. IearttArekGlen Aesrx ar LJstlig ae -�'.w _-. 04parwxm Flwnds Pa0LKNWArOlaoZ 0" a LiPorewrt F OMO Mla_C0.'n Iou P=r'wkwpf4m €. �d�dlp.n'H #�dr15a,. tl,Il=IL- asim -...._.. t " 06Vii[a4, 4� � � " ��" i,�i. 4�tM. �wN,MA• ' :AllorgII �Nt"...�.le �,1�`lA:t',! *R.' Q." art AMA gidw ribit "local orlNa mww. E92OLdatiorw _ i I aff'R 1 tterlws lOY'2 i &". � Will 6Aev Vtlndply W X01 73-1XC' a[1W'p latf27'?=3 Non Yale' PWn€ s - $ala.tf' P9�t immwlir et NwrOkMOM 110-6110111 Gulab E1,NPri iN !$12. &;: Q4E10IP H°ir Rwetvr lli f—NV O 1 all" 1117 ffirols'aidlna'rslaft L ar 'tiW Z !i l°rel fir" F[ Pllw*q GNM Dow q:W x Sil 11i Wi No Vea I"ft a l..'2$ 2 Sk'iww I= aliel VoInd" lol aMm V*xi rtom'W xo,1311x.36 AOdR.9f°0,15 VIM tow *311 11 Gold" 40 larm:All Islorg V.a'.° OrJP251` 9', No Vle I'4kr MAL 2 SsXa 1rk4 WM 400 0Per VII S"o PWW FlowN` Dw(",tWON,WOW 0A26.i1.fte2 NO Yes Iwi'e +3 L33 a etlktax low ankles Vrrakaww i47P27OM No `II t-i1") 4 asnkw lOrAa alkAngt Val BOrphg VarWar QOt7X, Iftl '¢ 03,01= Yea Nrr +- ,35 _ - -. -.. -. -... _ _. - __ - s ', `s1 r25P,3Hlr$C6Wsd P3owr V.024"Anel'8,122:"" UTVV Glaws.IDW9r (JT x 62"S 2011 hqs Yia M *36F,iWi 4 ul it zPall s N 1TV 011 0W " 91 Plinio FPxke'Or Dwer l9*Ill 474rO x 0 2 N. Yes Mm +2sl 91 j agMLAmeatoinea AOWw/lwhW Aloopuen" W tam 060�wo 1101.1 Pradud byx+l. kussarwirpos Ant�aDascr "fir. $E�rcDiYr 1r�H�VF2 47dwoleI Homft ! 1 g a=pol orA.Yemidil 4ldae Ow %W 2441` 9'hft elm 000, M15.1mx 02,74=1 No Y. PAa +21l 2 5a8ly rfprrxa W POW lAldkq Gkaw DI V i ogle Pwalsr FoKPP'4 'oW Caideft 35-IW. � NO ym Nli +44440 al-Irn a flw%&1sfJwrrs-PA� A-slls dDrelGlassow, *,ArrA243,pl all GlowsOYx (Tr x82") Wrl No Yea. +311io3$ 4 ow" 191 4r RK PillnAewa re Al ell Oil OW AV grgrs Pow Rupol YJ' O'uWMidplaw. 4T-W x €Fdr18F15:12 No Yw rft +21101 Fi�Aeka6. tx � ; (darner Asewr'rww» & ffi'" OB.djg O*w A2900151.IN2 'Sly Imam ll tit' APa$ P Paw. Via! 't StBau031t " PLO,tI:� 21016 ft hallaa 11 pr4s'1a?IxP;Mr'parrwpien orAwwm3,'$IIIWkq Ohm t'woUru SAllyl 2FPPI iIWO'YtC$l*V QAM M3taor($ol x W24=31 No Yes Alm *2%25 0Ew m-) 2Sel 1W W elm Mt7..0, Awam$'aidkq take!! 1I YW ffirl Panel FlKe d 10, 0-0, Pole IK 3Y17i A 031160O3;9 No VIM nit +40r»a0 41-5F1 3 SIAullos l4i) 0, Earrrmpewe V Al $10V Glen tkxr:r Vail2-PI IOXI Soling 1GLm Door (77 x 82"i O0V2afJir3,k NO Yes Nke 136r-2r5 4 8ir`,irs 1S0 pr Elrcal;puma m0wam6 t3Pdiq flax$ Dram- V1sS4 asg§s Pa1e9 FWW'tr$per 6"1*11te, 97-12'x o:Yiorlm Na Y*6 Ril +2dk•36 Wien ju 9 2023 Vilt at Review Assist, Inc. Plans Rev ew completed and apf roved for complian a with the 2020 111 7 h Edition by bra Anne Klahr PX230 ,) U) C� Q 0 a LLJ 0 ILLJ aC d lZ SHEET NO. March 6, 2023 1 i 1>11 C:) Undated upeeted 17�TN20.-G (1) CL 0 Simpson Strong -Tie 2020 FBC Approved Products uparitud 12r3or"020 0= Simpson Strong -Tie 2020 FBC Approved Products upilic-d E�� Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products 0 For dre- Into to oil 8STapprovals Irsted below, For dre�t link"; 10 arl SaTapprovAts Iffled Oelv* ic" I Fix doI Ones to, isli SaT kForvid, Istel hea'f, �';Jljjjj;j�,,iI (3) 0- -= CL c�:i����iI�i!�ll�illi�illilliilliiiI It (7- For airldtional Infionitalm togtirling FlorialEis &Itewide. Product Appawal dystem end VlaniAlado: Cornly 140]m 0 AIIrii1pr1knO. IKOA�I' I'D l!i;1:i'Il1t;ft9 iot eddition4[ inhaeriertri ciripIrrang T--frillilit's Deterwids, ProcuirAptitialral 8'.­teril omT Couill!" likid"o 0' Per vdatorol InfornI reifitfeling 11crIjars aauiI lNectiol Approval �'Y�oeni and WRIA-Dedo County motee of A�Iiiijillanrr' 110A), l! 11 Fix sAideniorl Irritorroilan fittlerinfl; Farl'ili �iter;,Mtle g1ratict Aptineal Sysitim itrid TWWan-Vkie�CorI tirrikle rl'Aow Wo I)I �jbiFtq'iI W - cf) F6g=-PT FL*10446-al Ea#­t2M-R5 -it HUS, HUSC series hangers Faroo-maurit hangers avallaW to vskd7ths. ranging from 1-5Ri'to 3. cn 4-511V'M 11". Coroagued %rge (3) version (HUSC) available for rnodefs having widit eqtWto or jo Secillf PEgduct Model, Number or Name Product Description Sect # Product Model. Number Z. Name Product Q=scriptlon Sell N Product Model, Number or Name Product Description greater them 3-0-fl 6" 0 (3) 1 Tbri Starnle55q-tael Concrete & Masonry Screw (T7N-SS) 114 " d iamettu Titan stairless steel ma5a r1rY scrww I A21, A-23k. AM, A34� A35, A4A Arigoss 13T, BTB, BTH BwkT*s 2 APA21� A:�A,4; APA6, APVA�11. APVA4. APVA6 Outdoor AmeI Angles 2 C(I CIVIST14, (IMSTC15 CoiledStraps 12 111 series hangers Facemaunt hangers available in �4fts ranging from 1-7fS'tr 3- 3 APtIrlftf, APS,"R, AjPVESS, APG5Nr'ftFE11'8. APBI APSI Or 0, At 31 DIOR. API Outdoor Assents Post Sase--- OSI 4, CS1!6, CS18, C-1.1C, CS22 Clulled suaps 5119f" andheights ranging horn 9-1 K' to V' I = .0 Lj- z6gm-fits ARVE1441?� AlevBEig: AF`Vrj66R. APV658, AIPVBBBR. ARVS10110, AF1,181 01 DIR 4 IDSHP18, CSHP20 CoilksI ete 13 LGLl3-'2'5-SDS, LGLIG 83-SDS. LGu5.2iI face�mounk hoingets 4­1 4 APE)J'�2-4rAPDJ-112F',�,A�-SJ12-ri�APDJT2R-6,AP,'DJT -4,APVD.T2R4,AP`VDJ'1T2-6, Outdoor Ao�*rts Deck JoiVr Taesl 5 CTS21 8 Sl:rap 14 LU24, LU25, LU25, LIU210 Face-yrrsint harigers 0 (13 0 > Iggl Product Model. Numberor Name Product Dolil-gElptim ARVD172IR-6 6 DSP. SSR TSP Slud to ?�Ike be 15 LUC267, LUC2107 Faco-mount. hang ors; Ln I SD1UI Outdoor Acceirils Curinectur Sc�rew 5 APH FA-- API-WOR, APIHH61 04 APHH61 OR Outdoor Accents Heavy Hanger - H 1 1 Hit OA, H2.5A, H3, HO, H7Z, H 16, H I H-I-,2, H I II Hurricane Ties 16 LUSseres hangers Face-mounth". I Cf) 2 SD9I12,SD92l1S-DiOII2,SD10212 Sbrong-Drive SiD Cannectox Screw 6 APX 4_ API APT4. APTS, APVL4. kPVL6. APVT 4. APVT 8 Outd�­ A -cents L and T Sliearroo-C�olumri Ties 8 HGT-2, HGT-3, HI Heavy Girder-riediun and heights ranging from 01" to 10-IS)l 6' 0 3 sm 12-11S� SMI 28S Strong -Drive SD Contractor SS Screw 7 APILI APLH24R, APLI APLfI APLH210, API-W.-OR Outdoor Accents Light Hanger-- Q HS24 Hurricane Tie 17 MOU3.63-SIDS. MGI.15.25-SIDS� MGU5�50-511DS, NtGu6.62-SDS, NIQU7.00-SOS Faoii-mIount hangers 4 SIDIDIF?2434, SDI SUCIF22514,83DGF-22700, SDCF22858, SOCIF221014, strong-DrIvir SDCP Timber -CIF Screw a BVLZ Brick Veneer Ledger C,'ontri 10 HS82.3DI51i 5, HS132.2-!SURI, HSS2,3-Sll)f�3 HS94-3F,*3 Heavy Stud Shoe 18 MIU series hangers hangers a%lailable, in welith, rangingfrom 5- SDCF221134, S0CFW334,, SWW'956. WCF272%iU 9 GdfT2-K. CAT41- conceaksIl Learn i es 1111 rjflit�� H�51,!t H31I HSTO Straight Steps 1Ai" and heights ranging frorri 5'16'to I P� la". 6 SDIDP22434, 8DC!"22512, SUA,�P7I(5'14, SIL)CIP2"77001, lz"'ADCP22,55,8� SVGR2 N. 12, Strorig-DrWaSLICP 10 G,J1I CjT4Z. CjT5Z5 Q=­'TBZ conceafri'4 joist I es 12 HT616, Hil�K:9.11, KIS�24, H1826, HT��Al, HIF,30('� Heavy Twst:S,�rap il? MUS26, MUI Facre-raptunt hangers $121ADP221103, SOCK21 134, SID(Dr271400i 11 DjT 14 Deck joist Tie 1$ 11 6,K f Z 11 dlrf�020KTZ Heavy Twist S' 51:rap 2D SLj R, SUL SURC. SULC series he n qiI Skewed face-racurit hangers availgibile in NWIths rang" from. I- 6 SOHR27400; SUHR-17,614, SCHR3100, isLO-IR31614 Strong -Driver SII Combo -Head Screw 12 C's Cry',ilft'll Stop -1 LFTA L g [it Floor To Ancnc�r gitW b 7I-11fig'and heights rangrog Ir ! am 3-V 5"In 1 - SDS26112. SIDS-25134 SI)S26201), SII SU82WO, SOS' 25S`12� SOS25412 Strong-Duve SDS flicavy-Duty Connector &-mea. I S FC4 FM Frarniog cl"ps L5TA9, LSTAI'2 I SrA' , -�- ILSTAI 8, L,5TA-2I LSTk24. LSTA30, LSTA'38 Slltaigbt Straps Concealed farign version (SURC SUM available for all double SI SIDEQ-5500, SDEn5&)O 14 KIVANZ Iroundetton Wall Angles LST149, I-ST17- straightstraps 2X ano 4�-c moders., on ly acute flongis is concealecl. 8 SD825112SS, SIDS252CM8, SOS2521 2SZ-, SCS253DOSS, SIDS25,31' SS Strong-06ve SGS Heavy -Duty Connector SSS Screw 14, CAP. GA2 GUSSef Ar�qles -17 LT1320, LTS40 Firidgin'q 21 U seres hangers Fac-e-mount rangers available in Widths Tangingfrom 1-91ig'to C SDWF2716, 57WIF2720, SOWF2724, SQWF27-26, SDWF2730 Strorg4)rme 3QVfF Roor-to-Floor Screw 16 11-12A, H2 U� HB� HI(W2, HII Hl,f, H,-.Alll HurioAns Tir,,I; 18 112 LTS16; LTS1 8, I-TS20 1, It g ht iI Strap IT'gi belights rariging from 2-5;8" to I 17 Hcjl-z I lis 19 1111' IlAeKliuni (�it der TreI '16 HH4 '-�M Header Harigair 20 11 VI NI FVIIST60� MIST721 Staight Straps FL#1 OD07-Rill 19 KFICEAZ Knea,­Ofac�Is Stabilapf 21 fAS71 AP, lkASTAi 2 IV! TAI 5. LIISI A 18, HIS -A--1 FISTA24, IVISTA30 MSTA3E USTA4 9 SiltafI Straps FL#19_667 20 LSO, U50, L7 0, 1­90 Angles 22 IVISTU-218, MSTC:40, IVSTC52, MSTC662 kilaTC78 steatght Straps Pnoduct Wdel. Number or Name Product Descrintion 21 LCEA Past Can 23 MSTCA81333, MSTCA�853 Pu!=BPnt Sh'ap, 19 PoodyI Model, Numberor Name Rmiluil Qo5-rrintlon Fl< I ATR318, ATRI/Z ATRW, ATR314 Threaded Rods 22 L=,LS5O,L570,LS*0 SlueNable AIgies 24 MST 1226. MSTIW,, MS T1 48. MSTI aO, M�-i 17 1 BA series hangers Top flarige, hangers available in vAths ranging from 1 -911T W 7- 11lil" end heights ranging from 7-116'tQ ZO' ATUD5, A71JO8-2, ATUDD, A7UD9I ATUD9,3, ATUDI 4, ATUD14 2 Aluirrimum 7akeUfr Device 23 A-ijISStable SWI� SVingef CCnn1P-t0F 25 111 S I 2r MTS 1111 MII 8� NATS20 NITS2. AC, N1 T-I'SiD, LITS30C hVed Li in Twist Sirap 3 UPV6-2� B!"112, BP1123 FJP5(6-2. 3PS1&-3; BII EIII -,a, apRTUD3-4 Searing Phries 24 U�S�2�zl­Z, LS$J25RZ, L5SJZ-A'7r Lo=SR Z, LSS,210127, JI DRZ Hed Adiustablis Jimak Htariger NCA200-11Z NCA2,02-142 NCA2N10 16� NOAZA12,16 13111teprig 2 DOBF series harigers Top flarge, hangers available thirivacillos fanging trom 3-618" to 7- 4 C"AYWS iDtAIV142 Ci,,Wdlf, C�NWW, CWNWAV2, CNWV4.,518 C'IrAreei Nuts 25 ISSRi 81, LSSIR2 11, ­SSIR2 57, IASR2, 56 1 SSR210-2, I.SSR410 re-lic. 27 FICW212, RCWS14 vViall Dritiano '113"' an4heights ranging ftortIO-1K' to �14", 5 CTUD55, CTUDt)5, CTLJDd�' CT1.1076, CTUD713, CTUD77, CTUD87. CTUUi C"I"It.114?7 t,:ouptrig Take -Lip Covoe 25 LTP4, LTP5 T I& 1"IsTss RPS16, III FiI Repalr Plate Strap 3 DGF series hangers Top flanjonangers avaieb, Is in Wdft ranging hom I -I/Z'to 3- RSP4 Stud to Plate connec"Ot -7 CTQDg6, CTUL1W 27 MIL-237, 1.124-7, ?1 [41-25-7 "11-2107 Anges %&'andheighisrairgingffinin -VI 13 N4� 1,15� M Heavy Hex Nuft- 28 MMH8 Root Tie-Dowir, W SI SP2. qP4 SP8 S'Ph' 'Swd Plate Tie 4 DQ-HF senes hangers Top, flange- hangers available at Wdtho ranging from 1-3,1W'to3= 3� 518"andn 'ghts; ranging' Itom, 9-14" In 24' RTU[)3, RTUU53, RTUO4, RTUD46. RTE II RTI-I RTLJL)7, RTUDH Ratcheting Take Up DevIce 29 FVW H 0 "Ingod Roof Connector 5PH4, SPH6, SPHO Heavy aud Plate Tie i C" �a' 139 NW-UI:3 32 5S1,5. S�j2,5; --S't,,Vf�4.5 SWd Stroe 5 EG5� II liz(I series hargers Top flange hangers available in Yqdthsi ranging from 5-114�'Ito 1I 4 TUD9, TUD10 T0,is-JI Device K 1,11ALLI MNILU25-2, VIIVILLI MVILUI MMLL21 WLIJUII, f,1WVj 11 Fa--e-M--unt Hangers 9 TLIVV38 Waishe-F 31 RUC, RGOP Roof Boundevy Clips 33 ST9, ST1i 2 S7 16 ST' 22, ST2FI2, ST2r 22, S721 15 SV22'l:5,,5T8j2II S17=14, sirer-.6 Straight Straps Wg` and heig his ra In ig ing from 11' to 32-1 r2". 10 URS1 Stil'' UpIll Rod Rua Uarilown Systeri 32 PSI-3 RnL4 Tio-C- P'All 3o T:I if"l� 2 �I' I r�ljr -T r T1,42''I'S48 '1104, r'laFjK '.96ift on vAdths rang in to - 5 Tension SrkdejIng 0 Topflairlins hangers available g fuen 3 18" 7 11 URS4 III,` Liptift Rod RunTaidoer System 31 RTC= 1, RTC4-Z RTI�47,, PTI-11114 RVist Tle Colinectnis 'rI,,%'1,�,TiisF;14 Wall Bradno 37' z 12 U R -416 518'' U plift RvA Run Tedown System jA 15rC 5-, c t, ri rc, I I"i �u'r Trtcz�' --Nr- S6 VGT� VGTR, 4C-'IL Varigible Pitch cIrder 1 7 G I-S sorw�- rLarigers Sedate, ranikets avarrible, in WdItes. raingin0from 3-114" to 6-718" is U R" fW4 '' U plit Rool Pue, Tiedown Sysitem 55 TA-�f;7L TJC57 lini'55 jWk ��Iip$ Vi W8106; INP126C, WB143C Vvail Bracing and heights rarging from 8-112" bo 29' 36 Z2� Z4. Z44 PjrsE S-Uffeller Clips 8 GLTV series hargers Top flange rian gem avadable in width5 rang ing from 3-11 4'toc T z 113" and heights ranging from 11 " to 3Z' FL91QMI-R6 9 H 6 series hangers Toliftange, hangersavailablem �mdthis ranging from 1-9jiI 7- FL#110447�11� 1121, arid nghts ranging front 8" to 39' §&U Product Modlil. Number gir Name Prodlict Descriptign Sq-3 9 FrOdUt M2401.-NUMt4erP�,NaMe Erigolej Desqu-11on 10 KULS series hangers Saddile hangers, available In vfldthr. ranging ITN't 5-114!'tcr I I 1DTT2 Hold dopmr Seate Prodithit Model, Numberctr Name Product DescirlipI CPH2 3713!5, CPIL' 57.7 &1, CPH2.17xii Cinc4talfrid hangere and heights ranging from 10-1 W 2 H = 014, H DO 1 01=2 Hold-doem 1 AHEP Adju�ibb* riirp�rrdl Go, It ll series hangers Toliflaingre hangers available in wirths ranging from CIJI� DHU, DH UTIF S&Fets lt��Irrgans, Face -mount (VU, OHL) and �op-flarige PHLI hangers 3 141008, 41-0011, HHDQ14 HoIdAown 2 17c';r--4RSDS3, DSC2L-SDS:1- r0C-5R-SDS3, DSC-3!--S�-S! Drag Strut Cnnrierto rs available in vhdths mnqi�g from 1-qI -'V1W2nd heights 7N'ar-d heights tanging from 7 -1.7'th, 37', 4 HOU2, HDLA HOU5 HDUB, HOU 11 HDUI 4 Hold-devvn 3 GOIC Cable Bruce Urrinector ranging from 9.118" to 23-15118". 12 HGLTV se-ries hangers Toriflanige hangers a-vailablee in ap-riths ranging from 3LUX'to 7 5 HPA28, HPA35 Strap -style purfir archor 4 HCPl 51, 1­­1 HCP4 Hip co-eir Plate 3 HGU3.63-SM, HGU5.25-SOS. HG�---Q-SDI I-OU5.62-SIDS, HOLPAX-SUS, HGU7,---- Face -mount hangers 1/6' andbeights ranging hum 1 ir�ta 3V 5 LSTH08 L3THD5RJ 5brap-stylebold-duan. 5 11111=i HHRC42, HHRC,47w2 II All 511, HHRC44 HHRC,5 251'�25 HHRI:;� Heakq -4ipto RAge, Connectois SDS, HGU9-0O­SDS 13 HIT series hangers Top flange hangers availabre I widths Fencing from 2-!.9!ff'W I MIPS& MASAP Fetundation archor,,vrap HHPC& 4 HGUS so ties hariaer. hangiere avaltable uno.vall ttergrrig frorn 1-,1WF to 7- gf18" ard heightc rangling from 1,T'Le, '26". 8 MPA132, MRA144 Stiap,stylepurIn anchor 8 HRC1 51, HRC,22 Hip Rirjq� ComiliIii1cir ZID" I haphts raine I priF hrom 6450 1 V10 12-71V� 14 HUSTIF se-L,& hangers I aft Na irge- ponit her gers av rdable in modlifts; re I !rig: from 3- 143 " to 9 PA 18, PA23, PA28, PAa-,, PA51, PA69 18travtvile purin anchor 7 LF%126�111LRIJZ18 IRILI UQL�212 fh�,",, r4arruirr L HHrofJ5 25-SIDS, HHGU5.5LLSGq,, HHGU5&2­1�thi, HHGUi7 St�t.GW 254HI)S, Fare-troirlit harge-Ts 348118" tirid heights riIinging from S�Wr'tc 13-118" 10 PAI18, PAI'P,. PoWa� PAI35 Stap-shtfle purlin anctror 8 I-SU26. L�SSI­128. LSSLJ210 I HarIfer HnI 00-SDS 15 HUTF. HUC,-FIF sene hangerz 7cipflange hangers avaiIab% trivvidths ranc from 1-911T to 11 STHDI 0. STHDI 0Rj StrapI ho'd-dn,�o 9 TBP4, TREC, 7russ R-acnig Enhancer 6 HHUS25-2- HHUS2P-2, FIHILI HHLIE-4& HHUS48, HHUS410. 1w0­ftjS5LQ1O Race -mount harrap-r-s 11Z'and heights ranging' marn to 15" Concealadilange fi PICTF) available for ad models having vfift equac to or 12. STHD14. STH014RJ Stop -style hnic-dome 10 Tc-�A TC-26 17028 H HU S7 25110 version it, 11 THA29, THA213, Il 'a, THrQ'i V3-2� THA222-2, THA413, THA41 8, 1 HAC4118� Tr-­A422. Adjuntarlit T' ross Hanger HSUR, HSUL, HSURC, HSULC series hangers Skevved face-mourr? hangers av:�ilable in widths ranging from 3- greater than 2-9fl 6'. THAC42? THA42e THA472-2L THA42&2 1!3" to &116" and heights ranging from 4­14,Vto 15-3f4'- IG H)Afasenes hangers Top flange hangers avaIlsbe ineiciths raniging ftoml 4116� W 7- 12 THAll iI -rHAQ )&22, Ti-MI-7 W22, 1 HA11222, Ir HM322 TH AJ352 THAl4Z' ArW-ntfahut T I'LI H ginger Sized 'or I -Joists, CornealI florge versiDri (HSW3C, HSUI available far all I f,9" and Wl its ranging from 'c".30y, to 26". '13 THAL422, THerR422 C;IPse�- If'snper houble',IX grid 0rrrxlels� iscoreealfid. 117 HIA'PH series rangers Toplflurige in �iAcittairaingingfiorin 1-9/11117, 14 THJA26 LTHJA25, LTHWA Mutpre TFusF, 1-iongisis V2` and heights iariging HTIL26, H`II H"U'210, irrrij26 21 HiI I-Tvailp Face mourit harigers IS ITS treu S _ -_ hanger_, min 15 T[-i-­#­:, -IS-DIS3, THJW-5-��D'-�3, TAJII THJU26r;W 1Atriwe Tn­­ Hangers S HU. HUC sefc� ita-I Face,mount harigess svatubLe in v4difis ranging from I-M6"Ilo 77- le Topir. -hringarsavallableintP 9 ranging from 14"fPtI 15 TSEFI Truss Soacer-Restaint ire" and heights ranging from 2-Wito 19-1114'� Concealed flange 518'r'Andheights ranging fromIG-1,37'Ift; iff'. 17 VPA2. VPA.25, VPA3, VPA35a VPA4 Vx ablie Pftlh Connectors version JH UC) awitiI for ail models having width ettual to or 19 J13 serv.5 hangers Top "kinge rigingers; available In %,Wth of 1.9116'and freight, is Vrclre '10athey Tt u s-s lip greater than, 2 9/1 r" ranging from, 5-al'S" to 7.14' 10 HUCCD,11 Rlla�SDSr HU0011 811`11-SDS HUCO210I HUCQ210�' 3-SDS2 HUC03110. Face-mounT rangers 20 JSIAserosbangers TopaflanjE hangers availgi 41 vidth ofill-WIT'and theights Dr; ranging from 9 JUL i EMMM Simpson Strong -Tie 2020 FBC Approved Products It.pideted 12W- 21)2-0 Simpson Strong -Tie 2020 FBC Approved Products Updatea MQM20 Simpson Strong -Tie 2020 FBC Approved Products LAodeed 12rlW=13 Simpson Strong -Tie 2020 FBC Approved Products QpWed I ZIW4020 for dI Inks, to of SST approvals listed be[I CAJ For dreol UI is of SaT For dirw finks; to all 88T wrom� Isteal II 9WCA- hf-�' V rtual Review Assist, 1� p - proved For dirwl Inks to all 8,91' alipprovels I belviii, CLICL( HUT For additional infutinete- regarding HaII astswide ProductApproM S�MW� and Mami Counif II OAcceptanct (NOA3. sijo� For infonra�on regarding Fituda's Statewide Pro -be, Approval S,,�I[ehn and Man -Cade Counly Notice ul ftuitotanc* (111,10A), LLL�� I F4mjals &AIe*jdo System and Marri-Dadis Counrly Notice of-Acotponce (140A), afI__# III at R evlew A S sistdl� view '" plete d a n i Ic e with the 2 020 FBI I bra e I PX2 For rinickerial information regarlift FladdaI -34ittuividii Pflodad Approviol System anal Mairti-Neir County, Kielce U AlxtponcL k LLLq&jjEa-r plans view comPlOted and lb 511.6'V"I 50,51LBV'r-ii 5r­E%'Zr37, �WLBV25`5, Top Fie rgv jest i-opyin, 9ET"'(1-1 Ai1hesive Arroftor fix oancoter for coMPI, rice with the 2020 FBG 7th Edition 211 LB series hangers Top flange haingers x-vulabis in wdh of 1-9/16'and heights fLtulim-m I PX2300 ranging from 5 -3ilf` to I SAW, SILII 56, $11 5V*3 62 EI11i 1:0,14 06 Sid:A14 S&EW �ZB, SjIl IW4.75 SiL1:V5r61f) e I�-AuInIii-'Sclt 2 (1571132, ST152ASS, Strorgi-Sch 2 Wedge Anchor for concrete ar tillable in carbon Debra Anne Klahr roduqtNscfjgUM t �? stee f and Types 304 and 316 stain III staoll 22 WAZ senes faigir-s Top !flange hatigers gewable in %itutti of 1AP"Ir and heigInts Seg N Prodgig1kiI Hil-4,14111., Holklomis rq rig rig from QT3il ie' to 1 3-1,eg` A WLS210-3. HHUS210-4 Joist Hanger SWIS7610, 91eS`fI Straps'! 18 1114 (10 gat 7 Titerri HO lTHD­H, 7HLi-Hi0G,7HD-H4SS, THD-1-16SS, THI THri-CSSSS) Titen H D Heavy Duty Screw Anchor for concrete and masoni 23 LEW, LEG6, II WntI hangers Top flange hangers availaUt e in wdths ranging uorm 3-11A" to 6- 2 HHI H R58, HIPS1 2 Strafo Tus� 21 5`4. SP6 SW d Flate T iies avallablevvith hex head In carbon stool and '1304 ard, 316 718" and haighlI ranging from @'* to 33-lt-"- 3 HUCO210-2-SIDG, HUOQ210-3-Sciq, 41JC1Q310-S0-S juist IA.rglev - -33P, MR 7SP SW d Pb ta T il--. stainlepA steel, or voth countersunk head in carbon steel and Typa 316 stainless steel 24 NE<35, MEG7 series hang" Top flange hangers available in vAdthis ranging nom 6-114!'to --- 4 T1HGW-' THC13-3, THGII THGal-3, THG5H4 joist Hanger 23 STIC, Orc -A.Ps 'nip 5-AD541's, rHGQH4-Srh36 jQ;!e Hangm 2ir TI -1 iuss Sracie Magonal 8 Then K0 Red Coupler frHID3176134IRC, THD50g34lrI Tiber, Fl� Threaded F�cd :�Ckiji CWi3r0tI) 7fS' and heights canoing lrom 9' to 32-1 17� 5 THGW-4ZS-' 1-2 L, Wi of 'Fruss,le0, Connespr "I"Itier HV ThreadedRod Hanger (THDB25168RH, THOW7158RI-1, THOW212RIH, Titan HO T firealided Recl Harip 251 UIT verl hairgierIs Top flari haingero ictailable inmildits ranaina -1flum 1-gitle'lie fil THGIW$�R, H: Q 1110 4, T HQititl-�', I rI IA14 - 4 25 1'1(�57 at frio oonststs 118"and heightarongnig froir 9.1!14"tD 241- TI 1050234RI-1, THf)'102t2RH) 4 pr-, PII PFDE� PFUSS series hangers Top fiVIge hangers 111) WWI LVVAi , ,,ajahI v�ecjh of j_jelty'and teeWler WedI Anchor for iretsclory rill 4% rsfigirg 1rom34V&`1xf 7-16" F�&*j 1473-B§ 2 RR Ridige rather ocerstcor 28 VIP series harigi Topiff2rigehargers av--jI;able inwdthisrangtingTrom I-g/l6"to7 S- # Emilaw-l"d &LIber2rMw UL-_OgLiliert -114' to 32". 1 CETAIL20 Doube Embedded Truss Anchor ife" and heignts ranging Sk _4N%3 62-SOSHIrc-, cO:�rl,14.492-sUsHDG, CCQ1,15�ZO-SICS�HIDG, =aM3-62-SD8G. 14founfy Piet Cap$ 2 FI FO rRHIL, Ft'.TR.HFP Girder 4--olit Anchor CCTON14 62-SI CC-7QM5.50­SDrzG, r-'0CQl'.AS.82-SDSG. CQ--­QU4.62-SDSG, 22" 3 H16, II H116-2 1-11'16-2S H 0 1 T 4 Me e T I u 50-SIDSC 1 AT-XP AT -XP HiI Strength Acqlic Adht-4v& lot concrete or irtinso a ry 4 HETAI2, HF-V ATS, HE] A2J, HETA24, HIFII A40 Embedded T I �gI 6X_K�jr, F,, q C � _KT' I 'LL!, A 6 -.KT, o8orril, I Capa 2 ET.Hp EP -HF1 Epoxy Ad hettlett for missoinny FLVLW.O-FOi rugs Anchor F­i� -.0tfirit3 (K G-KI, FCCL ';CL�jjfi?' ro'� _Cr., "Mh 2c, W I 5 HETAII HL-7"AL16, HETAL26' Eri s'e�d Truss Anorbi, L-'-r-LLQMD4.G2G-K­f EC�.LLQMC6 K-F Er­CLRQMD3.62G-KT. ECC-LR,:;H?,D4,62G- 3 SL-' lr�xp SEI -XP lltah-Stnonqth Epoxy Adhesive for netsurry _St-SLI Product Model, Number or Name Product Delserfaron 6 HGANHO. HM9 Masonry P�RrOft WrInect04-- KH ECCLRQfiD115-.50G-KT 4 Strorm-Bott, 2 tSTB2 . I Siraing-13oft 2 Wedge, Archor for masonry I ASA44, ABA"R. ARA46, ABA46R, ABA66, ABA-WR Adjustable Post Hove 7 HHETA1 6, HHETA20, HHETA24, H HII Heavy 1I. bedded Truss, P-nor 3 MUMS�25; HGUIM-, 50, HIGUMTOO, HGIJW 2s, HGOUJI 00 Heavy Masonry Hangers 5 Tlen 2 IF--N- Titer, 2 S--cew Anchor for Concrete 2 ABU44; AIRU"R, ABIJ46, ABU46R. ABUS-5 A8115-6, ABL,95, AIR ABU66R. ASUM Adkistable Pro Easo, 8 L3T2. Lr-T3-SDS2.5, LGT4.qDS--1. Girder Tir�--win 4 LGUM26-2, LGLIM.26-3. LGUM26-4. LGUJI LGUN128-3. I-GUN128-4, LGUM210.2' MaI Bearn Hangar-, 6 Tilitin HO (THD-H4SS, THD-H6SS, THD-CS63S) Then HD HegvyDuty ScrewArichor for orinciete available Irl3r4 ABU85R, ABLil Ditf ABU11010H. ABU127Z ABL,1212R 9 LTA2 Lai-erat I iuss Anchor LIUM210-3, LGUM-210-4, i.GU M46, -GUN148 LGLIN441 0 or'.316 stoinfuss stes-livvith he3e head. and 310 stainless 5tealAftln 3 ABW44Z, ASW40Z, AHW46Z, ABVY46RZ, AEVV66Z, A81"RZ, A.EW1.7 rolustable Post Base 10 NEI A112. IVIETAI 6, ME'l �A13, folFil-PI NISTA40 Embearod I russ An rhor 5 IWEI 12I'q 25, 049HA3 12111 �25, NIRHA3,55171-25., N18HA3,%)P-25. N16HA3.5611 125, Matterrity Too Flange Paiern Hartleir,,; I"ouritersunk head. 4 ACA, M'411R, ACE-4, Aklf, At' 0k, ACII Pi:mitL Cap 11 WISTANAI &18TAV30, MS7<'M�igr 1091IM40 ',krupTimfor MR&unry IvBttivi-i t:1611 1 88. 4. MBilA3.5W16, IVII 5SI16 MEHAIm5001 25, 7 Titan Turbo (TNT) TiIen TiandoScrevo Anchor for crarm-Twite, or masunry U) 6 EC4, BC46, 8C4R, SCO, BUR, SC8 BCS21-2efi DC52, VP Poet Cap 12 1VT5I FJF�W20, HTFWJR, HT-,%J'.�Q Twist 15bip for Ma�isonfy ll.4-2,445 SDI l 125, NVAIRN5�FAa(I 1 88 NEW A� 5T'l 4, IMRHA5� 500 16. e- r-844, CB4I GW CIR66, CM Embedded Col-nnn 4ase Cz 7 CBSQ44-SD52; CIBSQ46-8=� C&V.1MSDS-Z CESQWSDS2 Embedded Column Saw 6 �25, FASHV:3�56fl 1,85. I'Vusonly Bearin Hangefs FLVl6937-R3 8 CC, goo, ECCU Series Butedcolurrinca -;WAI rangingluan.21-144'teg-111T and FL#11496-n NBHU3 56118, MRr4.IJah0,1Q 25, IABHU5�50111 25, MBHLj5-5W1 1 8-5 M'fr"05 50"' 4, > I A Seg# Frodtiot Model. fiffily per or Name Product D-esorlytion 0 P�2 ranging frorn 34RP-o i�',J2` WHIJ5 50(16� MR1111U550111 9 CCQ-S=3� FCCIZI-SM152 5 Series Scitreeed coluncin rephroth W1 rarging from �4(4" to P-I)Z'flnd jqgj Frodiroj: Mogal, NuMPjLSLtW= agtlgriptlon 1 X?4f3l01&5K)(IS1016, XISI 01a-1K XWS1016, XQ$81016.41< 410.16,%trong-Indva XMetal Seff-DrilOng, Tapping ecraw5imith *3 V%Q, raniql1rij farrin 3Zo8,1 to 7-1?2" 111 Point I miz Urck�iwsnrn Tie 10 CPT442, CF'Teil_,7 ��PTSSZ Concreted FN* Tie, Base 2 1 lr"r HD19 FW-'ad Whict,"ai 2 X� Qi!4TVZ4�XL0114I3I2Z4-2K Z-24 Stroog-Drivo XL I arge-Hoad Motal Scrif-Drifling, Tirpoing > 0-1% 11 EP544A, EPSU4 EP34$, EPSW Embedided II Base 3 11 HD55, HD7B. HD98 bolted timoo"'ens Scities wl#06 Dwill "olintand Large DWiTtiI Haixftasher; Head 12 EP84Z Embedded Post R�-­ 4 V7`11`4� f4`117`5, HTII Tension -gui Product Model, Num bar or Name Proguct DM-ljML-n Xli.4 I 114S122-4. XNIQ 111 481224-2K 412-24 Stiong-Orive �W 0 '.3 Lce"' I -Cam Embedded Wunnn Base 4, LTT19. LTT2OB, 1.7117131 Lolitt Torsion !'*.s 1 SDW223W, 6016122333% SDW22439, SD,/V222458- SCAV22600, SDIAr-12600. SDW226M- SUong-Duve 1[YiVEWP-PLY and TRUSS -PLY ScI Tapping Screws with #5 Dril Point and Medium Dia"ter Hey 14 LPC4Z, LPCUZ 1-ight Post Cap f%D'V%1226S4 4 X0114Si224,XQlt4Bl2,4-25KX!14SI224,XCII12SI224 X-,112811,24-2K #12-24 Strong-Orive X II -Sef-Driling, Tapping Scrv4s with 115 is WSW, MPSI MPWZ Mornierit foust Ekase S-JV,'0154510� SDWC1I 53aring-Drive SII TfI Screw DWI Point 3 SDivVH193OODS WWHI9400DIB, SDINH10I SIDWWWOOL-B, 51L-VJH1 ol OXIDS Sixong-CeroSlYVIVIF TINBIER-HEXSsisei 5 XUS481016, )(U34SIO11I #10-10 Sftng-Dh%I9XJ Wtal Sv�ffiDndlhg, Tapping Sarevvsvelfit I P244, P644R, P8,11c; FEW, PBOOR Erilleedtfod Post &�ss FAJUM-RS #1 IDNI Point 7 FI PBS46 F13-955 E r I tied I"�t ed F o'A Bass 4 Z-00h-1276 3DW1,4271II003. SOW IZ71 OWG, SCYWH271200GI Slrong�Dtive-SDWU TINIRE-H-HEXHOG Srwv 18 RI PlBv10 Rnuirill Fast Uose 5 sL1ktj8113gU, Sliong-Leive SDV4'5FRAMINI2, Screw 19 P--44,ld- PC46-16 PI-48,15. PC64�ioi, EPC44-16- EPICAE-6, ERC4&16, Post Cap 1 SBt41dx2,4 SP37/8x24, SB1x30 SE Anchor Bolts (5 GDwgigholl, KWVS2241710, S0VV'-:t22--00.5DVVS2251Z SMA1322door Strong -Drive SIMSTEMBER Screw (Interdi Gtadej, EPC84-II EFC58­16 2 SSII SSTB20, SSTB24 SST!828� SST@34, 3ST82k, SSTBIOL, &STB20L, SSTE-241­ SSTBArchor liofI S-­ntvM8c0' Swa-12900, SIDVIS221201), SDvVSn150O FL#3n20-RQ 20 PI PC4RZ ROSZ- II P08Z, PGBRZ, EPC4Z, EPC4RZ, EF-365Z, EP06RZ, EPC8Z, Post C a p S�T dIze L - - AS? -B. SOWS2260008 SOWY22WODB, -crew �Ex SDVVS22300138 SO 224010B� SIAVa�,OOC Strong- Dr ive SU.WS T MF-C R C derio,Giadej, EPC13RZ SDI 00WE Prjuct ModelL Num ber or Name Pmduct Dowription 21 PPE1444Z� FFIII POIA 3ase 5DWS-22312DIFel, SDVV�225121I OulacorAccents Surricturall Wood Screw 1 D5SC1343-15� DiSSIZE46, DSSCB48, DSHS Bypass Framing Drift Strut OannectoT 22 FPIRZ R she fit F, oet saqv; fL*1 3W2-R4 9 SDVV327300SS� S1;'VvSW400SS, SDWS27%-'r,-SS, SWiST7131GOaS. S[reVS278COSS, sivoing-i'lle,ts SII TiMSER' SSSnrew 2 FCB43-5, FCE45,5, FCB47.5, FCBO, 5� FCB411.5 Bypass Frarnfreg Fhati-filip Corne mr SI)vVI S271 ;W.SS 3 F-FiliSID"AS11016, FPHSD3481016. FRIHSID341131015,51K; FPHSD34Sl2't4, U110-18 and Ki'.2,14 Strciniti-Drive FPHSD: Frarning-to-CIFS S&II Product Model, Number or Name Emgikaa� SDIAIV1:340ij Slxong�Delto SDNV SOLE'JO-RIM Screw EPHSIDUR1214, FF*HSD348I214-6K Cirilinq,'rapping Screws FL#iO$WRS 1 0?12, CMST1 4, CMSTC' g, CS' 4� OS 161 CS 164 rS201 C'S22 CnIlkid ortp--'s 11 SrN2,1 Outdoor Aor5isrits Hew -head Washer 4 LSFC2.25� I.SFC4,-5, USFS6.25, SFC2 25, SFC4 25� SFCG�25 Stsell Framing Connector co 2 HRS6 HRS8 HRS'12, FHAG. FHA2, FI-1.412, FHAIIS FHA2d FHA30. NIST-126 rvSTIE�5, Sliaps SV7 rni! (12 c 5 ILSSC4 25� LSSI SSI 25, 5� 25.SSC6 25. NSSC2,25, MSSCA.25. MSSC6.25, StselStud Contractors Sea Product Model. Numl&r 2r Name Product Description NSTW, MSTISO. MST172,SIMST27, SIMST37, S1fiil[ST48 MSS04,251(rdiv, VISSC6 25KW I FJA, FSA Forinclator Anchor 3 HTS-16� HTS20, HI Wr -S� HTSSil), HT&SOC Heav y T vost Sir aps 6 P(I RCKM-5, RICX1,1I FICK0,36. RCKW5.6S RiI Knee'vViall Connector FRFP KSTA Straps 43 -,it (18 9 a) Cin- -45,--f-6411�i.K,;CBAS.5�MSCB475 Bypass Framing 81ide-Clip Con rpectur Flat Ra4cifit Foundation Pura -1 V 24 7 80843�3, SCB45,5, SCS47 5, - B4 5 GH46-6, GH46-A� nl­114--"� GH!4?-a, V-141 AI (11-166-61 GI Q�-fer, Qirder 11-1191trgher 6 LSTA9, LSTAI Z LSI-Al 1, � L5TA1, 8, LS ILA21 , L$7 A�4, ST24,2- ST21 2 Z SII 115, -1221 Straps 33 mil f2O e a) Z $ i.1, S ?� 2- dq 7 � SCS62 - II Sr_ S O.'�-Cv � 16, SO W2 - 6111 a -E PWguc�phpfjgNMflj [2ruiri Fimifluct Desorip-I Bypass Frarring, Con nerlivir 5, GH61 0-6, GH81 (t=81 6 1 N, IFHI,25� SUPH3.25 NA0,1R113 �erfix 5 0OWS 25, SCW1.5 Head-trIewill Sfldc,rrLjip C(I III nar,'rn gin,g �ari Ae'lil, Atli 1,885, A,h 118',50 18 ga Trwjs II 4 G05A, GL858, GLB5C. GLBW, GLI GLBIB� 01.87C. GLI37L) Gfolam Bearling pleret 7' LrP5 Letwzl Tie PlI AS 201 -1 S 20 ga. High Strength Truss Plate '10 SK4,26, fAlW&25. MSJC10,216 Steel Joist Conriaolori 5 OLDT512i GIDL1612 GLPI GKT616, GLFII GBLTS20 r3tubm staiing Flabsr 8 LTS12, LTS16, 1I LTS-20 Liot'r?,q5t StraprR A�-20 20 ga, Truss Plate 11 S't P'*3 '� I a Bypass Frarring $ride -Clip 'It ut Connemu fTlt 0 HGLEA. HGLISII HIDLEC. HGLBD Heavy Gkjt�rrn Bearing PlsiI 9 NST ASO, MrST A36, ST6215, STZ22T ST9, ST12.ST18 ST22--% NISTC28, NWC-40, &4STC52 Sa ap, t-' mil (18 g 3) 4 ASHP Hinge Piate Connector 12 XLSH34DI1414, )UH781131 414 #14-14 1-tron-q-Drive XLSH Shcwlderod Sell[A)rVing, Tapping %, V 7 111 HGI Hi3`117-4 Heavy Gird erredo-mi 10 rJSTC66, MSTC78, ST82-M Straps fA hill (14 ga) Screv's LLl a LFPIC-Sm� Universal I 7oundabon Plate 11 WS-12, MTS16, MTS18 hilli W'S30, MTS24C, MTSO C IViedi'm 7-Witt Straps 13 >,,Q1 S,, x. S, --�Ml BI 01 6-4K, XOIS1214, X01 B121 4-3 51� xaj78S1224, X07lygi =4-3ifr., 910-15 412-14, and *12-24 X Metal 75 9 URFP Universe I Retraft Pouridation Plate 12 SB`.51q' &DI SiD10(3' S'62­�71 VB2, 56, SiDI2 BA, � >'at 14:31224, XQ1 14BI 224-2-SK X01 122,10224. XQ1 12912-2-4-2K, X34P1 016-5K, Tappirur Scrams _ _-S�3 Ll 2, Sli, 56, 51B-3 V�o VII Top Fla I Jo-.t Hangers ME Mk < $164.12, a'04 2A� 5WDV�, X1:51010, X181014I XIS! 214� XIB1214-3 SK %Ad 13 SEA,212M, SIDA2.IVIO, SCA2.1212, WBA2,IZI14, SiBA4�1&8. EVIIA4,18.110, Top JoistKIngerS Productlifilgolej Iflumberortilarl Pwdura QfIlliariptillgi, &EA4 I W1 2, &SA 4, 1 &14 FT -Hp Adhesive Apirlux for --mcmd, 14 -'YH 1 A Hurrc��ne Tie GAC, GDP, GICIPth 50, GUPII GDPN`.-1M SOPS, GVV-:c� GW-75. GV11-100, GTH Gise-actuated fasterism, and assomblies 15 SiH DSS� --1H 0813, S440 I OCS S-4] N -W S-41-1 fit SS, SIH D1 55- E Holdov-qls S PDRA, PDPA-K- PDPA fvta� POPAT, PDPA-71`�K PINW, PIRVVIP� P"T POPAWL, Pawder-grultuated faslonars threaded stids, and assemblies 16 SIH DU4, SAI S/HDU9, I Hold-ownit VjPA!vVL-MG,P -'=-UP�,�'L'�A-K,P--LDPA.Pr7CL-OPA,PTRHAZ,PTR14A4 17 SricT, S(HJCT Joist Hangers 4 SEET - 3G. Adhesive Anch-ofir concIete CL SHEET NO. 0% March 6, 2023t PA 1.� cf) (D C 1 1111 F(37' Indusn if� 1111I PGT 1n!Ly-,LnLes, Inc, > 0 fRODUCTCONTROL SECITON PGT bAMrries. Ing, 0 119051 SW 26 S-U*K Room 201 NOTICF, OF ACCEP1.VNIICE. EA-IDENCE ST-T-AUTTED NOTICE OF ACCEPTAN-CE: EN.-MENCT SUBARTTED 70 CL MkILD AND CODE T(7184)34522590 NOTICE, Of XCCLPTAN't" '�E: EVIDENCIST" B W11 TE. 1) Q) -ADAILMLSTRAT102NDinrISION NOTICE OF ACCEPT-A-N CE, �NQA) elm, 1, Ev idence submiTted under pisniou X0A D� QUI AL IrY A S S UR_kN41 C E Z"(5 X� DILAMING'S R, T1 SYS 1. Harni D2deDepartmetit of Replatory and Ecouoi Re%surm (RER)- 1 a) -0 70 0 PGT Indirstries, 1111C. 1070 Tftj1U1D1o& Drive, L S. Iest r"rt I "it Air InMration Test. lxr FBC, TAS 202-94 North Veniii FL (Submilled under Y0_4 A oi, 11Z, Z 2) Unifom t Stat 1C.Ak Pressure Test - per FB C TAS 202 44 N S E. \LNTERUL CERTIFICATIO. 0 Lj_ 2. Dra ingNo� titled Viwirl S�Julg Gasi�i� D�OTNOA ii"[�Ik �_s atets 1 per F`K'� TAS 1. Notice of Acceptawei No. 15-051-914 ipmied to Vision, Exurrusirm Livnited for their C) Ms N0_,k is being imued nadft the ap&icablenule s Molvespla sicas govcm= me use ol c om&—wi materiak �Dae through of -I L prpaset tu actwer. dated0.`C'j4 _1 with re%ision A dated 4) Large Missile Impact Test X FBC. TAS 20 1 -94 � e igic Ri 'I PVC Exterior Einusious forWindotvis and Doors". dated 08,4315 CZ 0 > U) ­0 F= 0 d, alicum-earmon imbaiifted lia been reviiervvw, Ami azcejptiklb� *a, -Dade, RER to 04 Dr_5 17. signed and sealed by LWn Matt PIE C',ochc Wii d pressure Loa d in per FB C, TA S 2 0 3 - 9 4 expiring on 09130"1 U) CD I.- biv vied ='.kL= Da, (Awl I F ks 202-! 14 Orce(: n�Lly I �, t�`i F .11"'reu perTM,''D 1 Notice of Acceptance, "No. 16-0, 0210-08 issued to Vision F-mmsion Linfited fri� their "VE 0- 0- This NOA sh" not be valid after the expu-snou &ite stated below, The Maind-Dade Counry Product Control Sec W-n B, TESTS- , along with marked -up drawings and itmabtiou diagzmm of vuryl sliduig glass door. prepared 1000 Tan 21621 and lighter Shades (NN on -White) Rigid PVC Exterior Extrusions: for _E Cf) . r, I �bi Nilianii Dvle Cc an 1�6r theAW (in avil � odim- rhaa'.N In Da.6" t tict�: *ijji� L Test tepmr on IV S iti�l prew e� Su -Air me T al, perFBC'. T:A.'s,'.102-94 fT siguedand Whidows and Doors ­,:dated 11M91 6,. expir itg on 12129,1221- 1 Large Missile inavact Tesi per F7B, C,,"rAS 20 1 �94 sealed'by Idai Ortega. P. E_ ("rest repoil re%ised on UN0415 and 0211,146) 1 'Notkce ofAcceptance No. 15-4115MI 5 issued to Vistion Extrusion Lintited for -their manner- the manw&,-turer vr:g inirtheexMse of such tesmc andehe -AAJ=ay ran dify Q�r 1111LISpend the use =v5divi 111 i f is d bV Cmn:, I'sectionthat,ti fails i 3_1 C _Vc Wind I - 71. lzAingper FBC.TAS -94 along vv Ali maticed -ut:l draw ing-pi and M-51 -.2lati id iagran, t of %imyl slidiiig! g1hisz dooi� prepared I 'Rra ev, per FBC, TAS 202-94 6. Test report on 1) Air Iafi -, tionTIL 2) 11 iesisure Ti �!%I, per M",.1ilk's 211[.,��12-94 i� ri S Coated (Painted or Lammate&)'%Thfte Rigid PVC Exterior Exh-uslons for NN'bidows and Doors"'. dated 08113`15. expning on 093tX1 9. F�i 2,C C ep U nC, E_ 2' ; e-tft=a*d -Da 111'rodu�!Conft%-A modmi, material to meet the requirements of the aiiie InWiding co<,x-.. Teit� Lab. IM, T�st Rqoft No. FTL S71 dated signed and 3) Water Resistance Test- per FBC- TAS 20 -94- 4- Notice of Acc -eptanceNo_16-0712,42issued to ENERGIFenestration Solutions USA.. �'TAN This product to ccoonplywith flie FIcuida Bujillilia2Z Cb(k,, j staled by Idahnis 10rega-11. E� (Tes- report �d M02`15A6 and i 2.,' 4 4) lar Missile Impact Tev� per FB,C*,, TAS 201-94 ge Inc. -for their 30410 and Lighter Shades Rigid PVC Evetior inClUdia-1heMAVFeWity-HuffiCai DEsc.RT "-rest report on I Air Inf &fatict, Trest � per -FBC. TAS 2027-94 21 Unif bfm Sra6c, Ar Pmssaave Test,- pe-_ FBC. TAS 20 2-94 75C% "I .`I, 1 � 5 �I C,YdA,��� `Vklliad', Presst-Ife _01 5114 along withmaAe-d-up diawmggs and astziJhtion diagrani of vmyl sliding glass door. prepared I m P 0 ExtrusionsfarYA" dovvisaud Doors" dated, 0151'151`16. expiring, on 21�04QI, 5- Noticce of Acceptance! No- 16-0712.04 isstied to ENERGIFenestrAttion Solutions IjS.4, 4 APPRO"A'"ALDOCTNIEN. 3J Walter Test. ff IAS, , 2,10 94� p ,I tied in b, ir� Feneirration Tesir rig I,& Inc lid Tir, for their"Bi''onz 'IS -eandtigrliter Rigid PVC Exterior, I txvnph 2 1 of 2 L dated add last revised on 0`110111,211. signed and sealed by 1�0 4 1 Large sik- L-apart Test X_ FB C. lik S 2 0 4 4 - sealedby Idahnis ort ega� P.E., ("Test report revised on 022 15,,2 0 1 (J) Evwusions for'Windows And Door�'dated 09"1 `16 on C41&2101. A., Lvil NfiUer� RE_ bearico- die Nlimni-Dade, C�akui I C, ciatrol ?,ei,lliiisvon sta tr4� in, ith &e Notv�ze, of Tj li�� TIAS, 20;,94 I Qx1ic Wiad Temfe, Loadindljsff� FB qY�1, ri� 6) Forced Eiiny, est,� per FBC" 11 "1 Q' ": I 2 -9 4 7- Test repon on 1) Unifortul Static Air Pmssure Test� per FBC, T-AS 202-94 2 1 1,itrge Nfi"; ile Impact Test 1AS 6. Notice of Acceptmice No� 1"712.03 is -wed to ENERGIFewstrationsahttions USA, Itic. for their "Mite Rigid PVC'ExteriorExtivswns forWindows and Doors"dated Acceptaitcertumberandexpiri �- dateby the Cin-untyPlocbict Comol Secw, rL - Z gong with -W clrawinp mr- invallation diamm of vinvl Wing dass dooL prepared 3) Cyc ai� Wind Pressure Loadiag. per FBC_TAS 203-94 0910A7. expiring oti.0212&18. NITS.SnX PNIPACT RATDtG-, Laqe andSmall'Missilf Irnpa,ict Resistant I - I - " 1,P06YI-signed atid - I alnug uithnxuked-up drawuigs,=dinstallatiovi diagram of*tinyl slidiVig glassdicaim prepared T Test veportsNo(s). 10­002-792(A), 10-06-MG527- 535753-09. perASTIME-84. se-aled brivii 1dahnis,Ortev PI. E, (Test report r�,ed on 0 1A 4 6 and 0-111 16' byiF La it Jai g bi� I c_ Tesi epiort"� Ri 6,6381 (ir­ JqAes,k-1 thru A-221)� dated, ff 19 ant AST1 )1 1,92 1ASTMD 5 1, See tablee I (sheet 71 and mi 2 tabeet S-) &rappixcable S4aD utit sizes- deinign pf ei rewforeementsq-Pei glass t.ypesj aifl nser (see Tables B-1 Ji B-1 sheem 7,1�) and ili kyout shai requirements mlittm-1116- 1 ]Lsid %%Ute W C71, Tan (Noll'arlide) %Bid PVC aadBI orlantwted) white &l d Wc to to -1 ga- I Ilea trepw on I' Air Infiltratiol- Teq� ver FBC. TAS 20194 2, Uicift�: it Statir Air pre&ncre Test 1: 1��en, 12 D2,04 11i sigened and sealed b:v Jorge A. Causo� P. E� �Subinftred rinder-YO-4N I- 010104) composite material. 11-616704) Z - 'ep 's -cf, 30vlvatefRtisistan TestlpefFBC�T 2 0 21 S. Notice No.14-01016.11 issued to Kuraray America., Ilx% for timi 1 abeW p,--,- referenced N reqa�wementt - _44 9 TeEt report on I) Air Infiltation Test. per FBC, li 20211-94 3, Earel% s --ni lee d noors ninit c anply with min c lestr width or 1-1, eigh t per FBC requii-�t as applic able. 4)Large Missile lavpact Test pr-T FBC. 1 AS 20i-:94 2) Unifonm STal-C Air Pressure Tiest,� per FEW. TAS 202-94 --Sma-yGlast (CItariand'"Itite-4 lnverlaver`� expii DA'l 07; u S. 4. FII walls under sepatateaplacival. to be vevie%wd by Buildtag offirial i C I ii Y lic "A"kid Presstit�e "vacl biq pei� F'W_'17Z�S� -4-31 V3 -�94 i 1XIn", FBCT YAS 211(12)­194. Notice of Acceptance No 16-1111,17.01 issued to, Knrai!a, I 1,p,Anienica4� nc�fortlreir U&BEIING Fia ch un�t shaz bear a peit. label mi the or lop. c ity. sute iand!w.�- and �f aslici state! mmir !Nmfia nii-Mde C Proi Cconvol Forced Entry per Jav FBC, fASE 202 ;i ni nLAed-4v dtawings au6 im dia- lit of"i; v glass IICNX, 1.111epmed 4) Large Nfissile, InWct Test per FB C_ TAS 201-94 5") Cyclic Pressilre Loadaw, erFB(',, TAS 203 94 P "T rasifolt,� Ultrack-ar. Cleir and Color PVB interlavers". e4ibring on 07,,'0819. W RENEWAL of dits NOA shaU be cm4dtied after a reneuvill aa. L bas been. ffiedeand Were has bemto I No. FTL 854 dated 2,104 157. sii�ined and ting Lcib� Im 19 1, , e S l'. per' 6 1 F e i 'Enin I it B1 ",TAS 202-94 F. STATENIEN TS .vliatim Choi eea the pin-ficaaame of this prai TERIAMN.0'10N. ofthaNOAwill occtx afti tier date or fftheie basbeft a revis� "-- orthangem, the k-d by I dalans Ortep, P� E, �-Tes� f ep or, revised on 02 15 16) 4. Test relcoirt �on 4 " n, s, Ali -LAS5 alon with nwk-ed -tip dtawmgsiand k-siallation diagm, of slid glass door.prepared 9 Ing L"1111c''11, 111c, , III est Rcjcii:�itt Nio � FTL 03371� tied, I- Statement letter of conforntance with FBC-51k Edition f2014) and FB C-66 Edition rim pitid Sk, sealed by L, �nn. Nliller, RE --if &is N-Oiik as of a!*- prodacr 2) Undbirri S'06, Air Pres T �,-Sj FB C -10 21 -�94 11061 U� siguevl aind stiled by Jorge A- Causo. P�. E, ti�ubviived tinder A*0A Xo, 11- iateresC dated, "'18; 17, w-mid by etter,ofiio finanicial ss - manufacturer. signed mi f o r 9A les, a, dve%iwin -a c r a W o ther putpos e s shall au to naific a U--- sef m inaIe diis NO A, F a ilure, to c: o �,Iy mah a I UY 3) IT,,ater Re5rstcanct Test per T;�'BC� T.M:3 2102­�q4 010,09 & W-21ed by 7-,vnn I-,flUef, P�E� sectionoithis Mj(�Iaall be ii Awteminatioa and renwivul 141 Luge inVi2a Ter, ptf FBC,'Lk& 2101404 3,, lie, terolf, lab co rphanc vt of the Abovt ter eports. ci -ADIVERMSEMINT i The WO-Anuaber preceded be die uroris- law-m-D-2 die C am Flon'do, am fo Howed by the 51 Cyclic W on in FB s I ind 1, -ttre L d g per C� TAIS NS C. C-UCULAT101 4. KER Test Proposal N o. 17-03 S7_ dated 0510517, simed by Ishaq Chanda- P.E. 6) Forced per- FB(1`,':, TAS 202 J-4 -1 I Ar 1j 11 lit, 3 done in its ejafirety. ajo ug w dh maticed -�w dra w �-- S anti' mst allation diacrain of v iny SM mg Alass 41 oor, prepared prqured by PGT dated 12209�4 5 and last mi,ised on 02 115`16- signed aad sealed by G. oTHE R LN-57,IECTIOTI A copy of this enfireNTOA si beprotided two the uswby'dve lainsmAi or 11i distrftttcv% and by Fenestratiam T�stitit`l P_ Thr. t lKeport Nio� M 8548. dated 0 sigind and-1 Lat Tv a I, J 2, T 4 i5 Nai of -Acceptance No, 154 DYIDI, isssned to ies- for their Series 211 PGT Indum thetob,!isdeat the, sealed �)nu�ga� E i fe�, Cq* -_If. I! s1i,qj .4_ 2, 101 16 ani I , 1 0� 0 9 I -, (�",; lazing coicrllilie!� 111w,'vitllik IS I 341'1�Ki - ­5570/`26 771 17inij Sliding ('_3ass, Dear (Reiftiforted) - LALU_� expiring 04� 4:,' 2 on n�-s re-A-hes &renews NOA420-0419.05: and ccwim- -�f &iAspage I ande7vider-m-paggs E-1. E_2__ E-3- F-4t, ��f A'I ��_L P E-5. & E-6 as well w appro--ml docnamm wenwi abcove. 'rhe 1di L Cnanda P ltbaq 1. Cllmda. PXE.�, Lkaqt cla-adia, F-E mAimitted was resiii bA, Ishaq 1, CItinda- ,P1 Praduct Courrdl.`uft livrlerlUar ProdwtControl Unit superrlior� Fro-jact Central Unit suwThor NOA?il� 11-9.10-Als NT N., 21-QZ0z1,W 70A N '�IDA NO N - N-70A No. -1 14: of _03 P14 I0, as; #4 Expar-atioullatex E%pirad,031 Date. �Pwil 1; �1.1026 �4,-- val DatcxLqrch U_ 201-1 AppTo 'all Awt-vaID-Ze Nfardi!;,_ Dam Approi 'I Alarck..- Apprarx I Date, Allreti IS, 10.21 pag* 1 -3 4- -PGTUdnstrit­,. Inc. CGI NN"indows and Doons. Luc. Wusm�pn. Inc� Assist, Inc 30 NOTICE OF ACCEPTAN',CE. EVIDENCE STI'll-NUTTED N .,) CE: EA IDEN CE S UMITY T1 D N G L'E OF a i, �'LL P I �XNJ_ D eN CMpleted and with the 41abl 9123" Ebilioll - - bN ebra Mine 1 Adence Subutitteid under previcVus ;athfultral F. ILATERUL CERTVICATIUN_,_� - f con rinue) 3, Now Evidence, Stibinitted 5�, 1�,,",�uane%Racr S111),eiri S Ea ci er Standi­, i d, conVl�rjicg iovirli AS,Dvit C'51 8 *M, errual Conduc Wiry, -XI III, GS 0_88i BTU41i/ ASS-Dyl F WVTR-Pass- AS 7-.vl D3985 Ox- AS D4 ]:_7 A. DRANYUGS Durabiility�,No Fog -Pass, 9fb�i�n ftied iaidi-rpretls�as NVL4.Vom 15_640AOS) I. Dmavving No � A f 1) 0 �,, 0 R�eN � R � t It'led "Vinyl, sliding Gilass DOV4 N, OA sheets I q, nutaufaclucer. 1 a, ed 5 1 mid last revised ou gh 21 off,21, poared t d t -A 6. Pan DUase -7 ASTM C55 Cond 122 BTU throug;h2l lof 21- prepm-ed byurmufactizeT, dated and list revised I 0.21itit`2L - 4,'2 120, signed and --i tr - Li NM-_ P �E, y Quanex cotpplyin with I - -in' miner. P.E. simedlt and sealed by A. pymn.) hrAft:_`F, ASTAM F 12240- N17-77�-Rvis, AS D 1434 Arp I Per 11C aace-Pac�� AS114 E _]Fog, Note: 1his screw vs,itliflat head. B. TESTS 2118P 1,G_ Durlbility-No A'USTN'l E 546 De'sl 11 Develol -20,OF iu 48 his- 1. Test reports con: 1) Nix IrcOn fion Test., M FBC. TAS 20.2119-4 (.I�nbrtr Ned tmider Na4 Xa. 15-09-V9. 05)� 2 ) Unifonn S t ari c, Air Presstuire Test, Lo a d Min per FBC, TAS, 2 0 2-9-4 7, 1 V r ��'jr r",, , , qatio1j, B� T1 S P$ 3) W� ater Resistance Test. per FBC_ TAS for Rigid Polvvixd Chloi TTVC) Lxttnor Proi fb-T'%,'xsjon Extrusiom, Ltd_-%7Y_X-i 1. None- 4) Lingelviisssile Imp -act TeEt perFBIC, TAS,201­94 A.AIN-LA Feriestratice Exterior Prafile Certificatiela I-PrOgMM fSTv mbirleld under '11\7_14 NO. is� �� �! �09 0,11 C. E 5) Cjvcli-c Wad Pressure Loadingper FBC_ T-AS 2,0331-94 along- withmaticed-tip, dnmings and -install-artion, diag--ain ofall PGTIadustries, Inc.. 8- Vision Extrt Ltd - P=LS =4�iymg with PVC -AA! 303-11 1. "Now _1-iiiiiiiiiiiF listed below and tested to quali!�� licilivs6791, aad Dowilsil 983 siliClOneS, 1 (Sidlint hte4 nuder A'O.4-N-a, 15_10_�,fi 9,15 , =3 (3) prepared by Fenestration Testing Laboratory-, lat. � lest Reports Ni 9- PVC-AANU 3 10 3 - 1117 olum ary ", mificattion f �x Rigid PcliivN-iw t" hlotide 1,PVC), E ior D� 11,LiVAL I 11' A SSUKUN CE 1_ Profflies for Vision, Extriislicim. 11t&­7vTEX-1 b- AAM-k Fellestmfinen Evei Prof* Viia-r-I We Depaittavmt oifReguh-ory and Econi Re-ammoes; (RER) C/) M-20-21011.1, P'(3-T SGIDM Alutimasin Sliding GlassDoor (tinit 71n propicisal) FTL-10- C:ertif icatiou progrinal", 21077.',1 FGT CA740 Akun- Outswing Casement -Window (unit 8 in pow �a ) F11-20- 10- Not -we *f'Ac-ceptance No- 18-111',14 issued to Enem Fenestration, Solution- -USA, Inc for E. _',8LkTERLkL CER THICATIOM CZ 211073. PGT PIVA Aluntinum, Fbited IXTindmai (miit 9 in, proposal) and FTL-20-21074, their --Yan 3040 & k7ht shatle "Alite Rlvd PN'(.-- Exterioll Extruittins for L Notice of Acceptance No� 10-03014-02 issiled, to Kararay Ainei via, Lvtc� for their > GT PIVN771620A Alumanim, Fixed'Window tunit 10 in proposal) dated OT13,,121'. all signed Whidows and D ei 0-4 44, - It -, -a "olot- PX`R Glass luterlaverf. expiring on, 07,1108,24, Tro: o:11119' r. -at u_d1C M 0 and sealed by Idahris Ortega, P1. 11- Notice of Acc-reptani No. D"31-12.02 issteid to Eaff gi Fenestration S.- USA- hiii for 2. N ot ice of Acccept ar-rce N o - 17-0 8 0& 0 -1 issuoi t o K m a r a v -Ame j W- a, In c - fbT their > then series -`White RigM h1v AViaidowi aitid Doori _R1.qV1rW 011 Seurt-i-G.Plaist (Clear and Wiite) Glass Inteirliviyet-s"'. expiting on 07,!204- ?2 3 L YBC 71-b 3, Notice of'Acceptaiace No. 18-1106.10 issued to'%Tikon Evnisions!-, Uniited forteir"'Broi Anclior. imifficarion cakulations and structural analysis. complying wah 12, 2-Notice-of AcMtanice No- 20-0203,03 issued to Eneri Fenestra Solatim, 1i Inc,, for Coated (Painted or Liammiated) White Riggid PVC Ext"i r Exvmjons for Mndai" Edition (20201, dated W21120, prepared by stanufactitim signed zmd sealed by their ­-Broni & light shade ciitp cc)aretl White Rigid P)'C Extefiflf EArl-UsliDus far� AnthogyLymulkWer; ?I- I E 1, AV- hidoi and Doors"', expiting oa -04,`165 4. Notice of'AcCeptaace No- 18-1106-11 is to Vision Exmz ions Limited f 6r their series U Z3 2 Glazing, c oniplies with,ASTM 300-04, -0-9. -12 and -16, "'U WOO Tan 2 01 and lightei �� shade s 16 -�Soa ke) Rigid Ceilular PVC Everior D. QUALITY ASSVRA_N=CE Y. 'SIST'EME NTS Elausions ffor1i indoni and Do,ors e o a 12 9', �_2, 1. 0 Mianii-Dade Departinent of F,0gulanci and Ecicat'Dinlic Resolirces, (RER), f20201 dated 04.= issued bv 1. Statement leerter or confox-n-nnice to FBC 76 Eli f 0=Uf:ic'VWej% signed and staled 11 v Anthoi Lynn Millm P" E . A TS F� STATU LEN CL E. ]NUTERLAL CERTIUCATIOM 2. Statenam lerter of =- fimmicial w-acti est or-- of itiAdepeudent. iscoed by matakfacturein da-Ted L Star it letter of c%mforimince to fBC '711 Edidon (10ZO). dated 0.1,01 21. issued by L Notice of Accqpvtance No. 10-0501S.%D1. issued to Kuratay America, Ine, fortheir 0448!M Mkinned and -sealed- by A-_i ml-orty LyntiX P-E mmufadurff signed and sealed by Antlimy Lymn.\ Mff� P - E, "Trositolt _5 eq D"T dateil 103� 'J'io.� 1 11�5 -5- : I al 311 Privite Lalstilisig Agceevuent documwa bet,�Vc-qm J 1 Prilvate Liabelucig Agmencenit irlded 03�,:(3/21 P('.'YT Inc'. and CEA 0 7/09024- in: parties. Win�ivs awl Doofs Inc_ signed bY Dean U Runk P.E.. VY. Etiggia-eeting. on behalf of Notice of Acceprarice No, 17-08018,02 issued to Kutarall"Aw, eji-�ka, Loc. fordien I ­: "SenuTGIA4 (Clear Glass laterlayei 071,04,23 X a judWbte) txp=g 10 - f � � 7 - G. OTHERS Notice of Acceptance No� 18-1106jo irvuw to Vision, Exinisim Limited for their "'it Coated Lallnated-)'"Irite Rigid P11", Exterior Eittlusiorti; 1. This NO-11-reiises N0_A-0'F_ 177-041-0.06 updates roFBC-20=20_ (-&Edidon�� ?7i IN G. OTHERS 'VA (Painted, or f III I C14112 -A Diis'N0 �es & veaew7n N 20 it 04i: 1, 4,11ZC revi, s ? _04�9,05 A, w!"CIII exciiii g o for Windows and Doors"- expiring on 0923 �i 2, RER Test pwposals "F94154 daved 1 1-1 10,2 -sisociated PU CGI Me e_vis' 04J'14�20. The L a M9 0 CIO t Notice ofAccepi No. 18-1106,11 issited soVision &m"isims, Limited for thew 41421- LU C- series "VE 16,00 Tan 202 and fighter shades (N-on-111itel Rigid Celli" PYC 4 ma� Exterior Eirmsions foilows and Dootis­. exP-21W on 12,29/2L < ­l, Lh3mq L C%altda, P1, Ishaq L chatlih. px� UK q -L Ct", a'dn P.E. PTi C<mrroj Uiii� suvei pri C"'OutrolUnit Sari Product contri Uift Sup#rrm-r NO.NN39 YOA Nq� 1141:0 4.0; 71 -. i�l: - N*-k N_0� < :1-D2ii =$. Em-pirall-ouDatei Akpki i 6 - - f-upilation liatli- April 1 L!026 Expiration Elate., 60 VALD Ill ".1 All ITL .1,; 1, 1.1c: i AppraraiDatc1ludi 25128:1 Approvall)ale- E _1_' _E AK SHEET NO, March 6, 2023 11 PA 1A MIAMI-D)AADD D:ADE$ N1 LkNI I I)E < )')t 1,�N IN 0 0 111401XICT CONTROL SECTION C�ast-Crctc USA, LI-C Cast -Crete Cast-Crqe,USAj.AC (3) 0- DF'PARTMF�Nl'or,ltt�'GLI�,kTOR'V'AN'D ECOMYNITC RFSOURCES rltUR) I 1 $81105 SW21"i S� ret�, Room 2� N 3 -2474 804ARD ANFI) ('.'ODE,,kD�MINISTRkTtONDIAtl$ION Nikuril, Filf, i �4a 3317 5 1 Ci N01, I V F CC KVIDENCE SUBNVITTEI) NOTICE OF ACCEPTANCE. EVIDENCE StIRMITTEM -rF NO`110E OF ACCEPTANCE. EV"1DEN(-'E SUBM11 J) Ul) NOTICE OF ACCEPTANCE (NOA). C/) Cast-Criete USA, LLC I. EVJ1)JKNCES1 BIVIITTED UNDER, 11R,FA'TOU�S7 i"'0111ROX"AL 41)3-0605-04 3. EVIDENCE SU'BfVTVFT1.'J) UNDER 1IR-111--XI(OUSAPPROVAL N 12-0209.12 S. '[WI'DENCIV StlBNHT`l'E1Y1JN! IYF1Z PRIKATIOUS AWIROVAI,# 0 0 -0 0324 County Road 579 A- DRAWINGS A� WAVINGS A. DRAAVINGS 0 CL Seffiter, Florida 33584 .1. Dpwiving NU TLZ)461-2� ooe�i 'Tr� �4o'rum) L, Vo ED461," tilled 11 llrestresst,,d LinteI Devils` shvel I of ll's -7 recas., and 1, Dr4nviekg No� l'Y),4'612,, efikkil "Prectist IDe lails �Nlrerq I of' 0 Li- by Nji-roto, P� E. doled 21 larch 2-4, 200J? and,1)raifing iMo, 1, Y'46 I vik%l 19 I I' o. P-1, date,-! A.,larch 24. 2003 ond forrnt'--ing Alo- Y C Mfg .- arrin 1, i1a ted 03,112, A,'03 and Draii,ing Na L 17 Z I iih,,d I'Casf - Crel a 1 "', 6"" V, 12 CZ C) > SCOPE, "fins 71 -G 0, 1 1,, as I? ` Lintel W, 1pfwa` q/3, ..'reje,4, -, 45 0- - - ? "as t Llinfcl Sqp L,,T�adl`ables". sheets i LT461 iitlit-,d "C -(")rete- 6" C&., 1- Linlel�'Sqfi Load Tables "', du�els I throug-h 3 qf3,1 4�ist revision dated 00,111172,11"14, all Cn - --0 E (D 0 (3) NOA is beina issued under the applicaMe rules and regulations governing the use of conctruovion materials. G'rait,,, J arrilKi, P E, dated jkkjvt�,'l 24, -0( 3 la-q revision ��Jasaed 4,pre`28- 0-- htwh UUoo� i �-F 127ef?oirt�d I;V Crah.: Parrino, t-.JrS,-., datz,,l Is4arcn' 24, 2003, last pre stred, sigitedeind setwItut 1,�y Croig Parrino, [1, h' on 0(81 J 9"'I"I'l. o Ln (n -+--j CL -in sulinnited has been reviewed and accepted by Nfiarni-Dade County RER- product Control The doctunerrafit 11Y �,v,l -P -aN, J 1 sealed b I PcVfspiop� te,(Ited 2,vlfjrc�ll 1 2008, all si ed- and sealed bY Craij� !--�arrino, P.E., on Section to be u- sed in NfiaMi Daide County and other arca& where alloviod by the'lk"thority Having Jurisdicfi<�m K TESTS C/) K TESTS �:I,Lirch 22, 2011", I 1. Test report nnflexural tesdiuz on 4-. o -'J- aw (-TOnerete Lj;nels F7111ea"anaT 'I , I � None. _tj he I 'this N70A shall not he valid after the expiration date ,sta Juu�L Product Control (C 'Ile N L lialui_Loidis Co -j in, i lme?'S, P -pat -,J -dq-73 co.-crelei -0.spec� I er ASTAIE-j20-94 vre - . 1� M, B. I 's -1 CA LCULAT1ONS Section (In NA- fami Dade County) andlew the AI-Ij 5n areas cliber Thatj Nfiaini Dade Conityl reserve t-lie right to have it b Apphcui Research I obrLk eatorh-v, jl�epori -No 2040". dated 0411( si zda - L 1� I this product or material tested tbr quality assurance puq)ows- If this product or material faills to perform In the s��,,rde h L, 1 ITani-c-m, 11, E �S 1. Calcwlations, or Cam, -( �c fi neLinte4, daled 08,`19/20,14, pqges 14.201 Illrough,14.236, accepted maltner., (he triant-ificturierwill incur the expense ot'such testitig a-tid the AHJ may ininiediately rcvoke� C� CALCUPL,VIFION I " �i, VKI, s,lgized alid sicaled by Cn!sig flarrino, 11, IK ­Mq! 'etrow-v larodify, (ir suspend tile use of such prickitict or nisterial Avithin RER reserves the rql1a to rev,Ae this acceptance, ifil is delerioulied li�y N-flarni-Dadu (-,-ount�y Produci Control section that his product or niaturial Fails to meet the requirement.,.,, of die applicable iiin Iding code, C. CAI-A111,ATIONS LYa i M 05)? Y i 13 '07 P Pi f -d b-v Crc T"E'. ",jr W Q IJAIJJ Y ASS--V-- RAN C.1 E 11)1. Q')IJ,i1,Vl,J`FY ASS1,1kANCE L B"i, Alizani-I Count)i, Lh,quolment P�y and Aconconic -Resaw-z�ax (RER). L an,, dated Vvlii.?� 1. BV "t'loinli-INI'le f ,4uory Deporinu:�nt qj'lleronittrrul Z Calcukloons g E. NLNTERIAL this product is approved as described hcrcul� and has been designed to eornpj��L i-och the llicgh Velocity Hurricane b J-arrhlo P E E. MATERIA1, CERTIFICATIONS L Alione. Zone of the Florida Building Code, DESCRIPTION: ( Cast -Crete, ) 4"1 6" & 121" Ifigh Strength Preca-st and prestresised Concrete Lintels D. NIATERIAl.. CERTIFICATION: L None, F'. OTBER "Precastand 1, U OT 11 ER L 1"elter I)F&4, Av%, dated 0&17,912014� by APPROVA1. LDOCUMENT; Drawing No. FD4612. tifled Frest se-d Lintcl Details". sheet I of 1. 1w, fttlill s�gned andyealed ('�,'raig Prepared by Craig Parrino, P.E., dated hilarch 24, 2003 and Daov-mg,'No� L;R61 2, toted "Cast -Crete 4-, 6" & 12- 1 -oo 1 L Letter firorn 'Cast-("ricti. Corpowation, dated Febridarlt, 03., 20! 2, signed aful s-ealed flarrillo, certfbi �.' Org conipliance u4th the Florida Budding Code, 2014 Edition� Lintel Safe I-4.rad Tables", sheets I through 3 of 3 ), prepared by Craig Parrino, P-E, dated Match 24 2003, 2 last 2� ce`ac�,d 21002, by Craig J'arr P� E, ceri�&ing coavoliance "Y M the F torida Building Citnkl `010 Inal I z revision datedJune f2, 2-1014, all sipedand sealed by Craig Parrillo,-R.E" 0-n Jal-liotry 22, 21019,allbearing tile Edition, 6. IFAIDENCE S'URMITTED'UNDER PREMOLIS AFTROV&L # 17-08M18 -Diade Count-v larodtwl Control Revision starrip with the Notice of Acceptance number and tile expirabion 1 EVIDENCE SURM-171"'TED UNTIF!" PR EVIOUS APF'ROVA1, 0 08-0320.09 'A. DRAWINGS date h%, the Mianii-Dadc Coumv Product Control Section A. DRAWINGS 4- ENTI)ENCE SUBMITTED U-NDER"PREVIOUS APPROVAI,_9 13-9321�07 z N11SSV1-1..1N1pAcTRATVS[G: Largeand Small'Viissile impact Resistant I- Dranving N't). F-D4012- tified 'T-en i, and P sov5��vd Lnae' lMads-, sheer I o 1, C A. DRAWINGS LA"REL41NG; Fiaoh Initel shall bear a pernianerit label %Nii th the mai in fitettircr' s, ivl n i c or logo zu to he Wan i i 1) ade TorupofcCl be ()Vat _Parrinio, P4 F1 " &M"?,ri AA�,irch 24. A)03 evol Driinvmg ?Va L T461Z filled B. TE"STS Cotmt,� logo. -Casr-O�ete 6" & 12 " Lintel !,,Afe ebles ", 5)ieef�� 1 fij)-o1q,-,s 3 of prepcired InT Craig Ilew-rino, RE, darad.AJart�/p U� -1903t sx�a revi.�irn daledAlarch 11. 200-N'- 1'3. TUS'I'N 1, N(me. RFNEWALcsftbjsNT(-)A shall be considered has been filod and 1hem has been ni) W CAIX"U'UATIAWS change In the applicable n ilding c( un Ac neg0tively aftoctint, the perfonnance ofthis prodUcl. t�� B, TESTS I" Nonz 1, Alone, TERMINATION of thisNOA will occur aftcr tbe expiration date t��r if, theue ties been a T-CV11"on orchange it). thke ._ Nfisus materials, of the product OrL Process -e of this NOA as an ctidarsernent I None. C. CALCULA '[10 N'S 11 QU,14-1,11'Y ASSURANCIT, C% CAIXULATIONS prodiset, for sales, advertisinglar anyother js,tq)��.,61es, shall aititonrafically terniarue this N(),A, Faileto to coniiii oith any section aFtfiis NOA shall be CAUSIC for terininationanki removal of No,,A,, L Nbne. M QIJALFFY ASSUR,�-IiNCE AD1FERITISEMENT: The NOA nunfbor preceded by the NN,,c)rds Mianii-l"isde Coonty, 11orida. mid lblioNved b),111 W QTULINLEIN ALSSUP, ounniii hviiar' 'INU 1?e yorjy ind Economic Resoni ce-v M E. r the expiration date may he displayed in adveilising literature. I f my portion in ft me NOA is dkplayed, then nr shall I 11"r A-liel"In-Vade counly 11"adding t-'ade Complicince Qffiee- be done In its entirety� E MATERIjkl, F. 1�', R I "NSPECTION- A co .)A shall, be provided to flie iuker by the manufacturer or its distributors and py of this entire N( E MATER1.8,L CERTJF1C,AT1( N' -S 1. None. 1'etU1, 114fit Buildiqg I Ode, 201 7,Edition, isszeed hy (,Wt- shall he available for inspection at thejols site at the request of flic Building, (0ficoll- Pione. eu LiSA, Inc, ohned 0,91111ftel 7, slgrietl Y(N�Iled b P �i�t i, P, k,� Y grarrn, ThisNOTA revswsNOA # 19-013034. and COnsistsofthispage 1, evidencesubinflued pages E-L, E--2, E-3- E-4 and A 1-43 411�1 111�1 . E-Sas,A,ell as approval docurnent mentioned above, X. Makar, P.E,,, M.S. "Vill ..... . . ....... I I L- ieftay,A. Makar, PX, M.& Tbe submitted documentation was revievict! by H y A� Makar, P.E-, M.S, P'.6cit Control Sec -non Supervisor P"xii;ct ControlSection Supervisor ji� Product Control Section Suptr0sor A I J 'a NOAN 2 -0630-15 OUNTYM Expiration Date- 09/11 t(JAN't � '- Expiration Date� tYc'1112023 N 0A No� 20-0630.1 -9 Fapiration Date, 0911112023 NOA No. 20-0630,15 Expiration Date. �12023 09/1112023 Approval Date: 08/2012020 Approval Date; 08/20/2020 Approval Date: 08/20,tZO20 Approval (Mite: 0812012020 'Page I E-1 E jul- Cast-Crete US :.2�, LLC 1­rSA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SU`BK[TUED NOTICE OF ACCEPTANI�-E: EVIDENCE SL�B-8-11TTEE) mi lal Review Assist, il1c. Plans Re% ew completed and apilroved ,7. EVL II)ENCE SUBMITTED U-NDER PREVIOUS APPROVArt, 18-0424-G4 % NEW E Ni' 11) E'N C ti' , S U13 Nit H "'FF'J) for compliall T with the 2020 FBC 7th Edition 1A DRkWINGS A� DRAWINGS by P �bra Anne Ktahr PX230 L None, 1- !Vone, B. IIIESTS B, TESTS L Nont", None. C. CALCMATJONS C� CAIA',"ULATiONS L 'D. Q(;'ALF`l[`Y ASSURAINCE D, QUALITY ASS URA NCE L Ity Hlalni-Lhnk Cinoajl' Depornne,--t (,�, Re i P gulaff"?-; a)m Eeonrnnic stes"urmv rflf-W,' MATERIAL Ct`.,RT1F1CAT1ONTS E. MATERI.Akt., CERT'l F.K. A , I " IONS, 1. V None. (D F� OTHER L Conil-Viance Letter wiih i1se Floridtii BuiltriisUv Gode, 201 Edition, Usued by, C'asi- E OTHER Cumplitinice Letter wall [Ile Fj wida Building 2rN fldififin, is��,,ued or, ("Vil- W Crete L�&4 o Inc-, dareed 08,108/7 7, signed 4�, sealed by C`raig r-serrino- P daied 08108.,,,�' I _j I r 7 so( (,rraj , c 8. EVIDENCE SUBMITTED UNDER F`REV1OUSzVPPRON1AL # 19-0130,14 A DRANVINGS f rrirupliastcs, Letter e ith a Ize Building C ,'N 201-�' U',iia, issuiol.vv (�asl� C re te US4, lnc%, daied 061114 1 Q, signed & s e a led bY Crai�- T®r are > C) Drawon.,,,- A'a, F046 1 -1, filled 'Tre cast and flivs fressed 1, in lei Details siTe e't I > 1, I,Prepare�d b), Crait-,, Iarrina, f', h dated ilddrch '4?4( 2003 and Drauibig , " : /L.,,dr L7'-! 6-1Z ititled 05, d 12 "Linod Stifi, T41bles"Ishects I through 3 qf3, prqared 1�y, ('rt7igx 1-'arrino, R k5',, 24, 2003, hivt revblondated.hme 12,20,141 tdils�g)ieel and sealeii 111, Craig llerorhlo, 11, k"_ GF7 Jonuaq, 22, 2019 R. TE11STS 0 L- Arone. CL C. GALCULLATIONS L None, D. QUAUFTY ASSURANCE .1, Bv 41faini-Dade (,ounftl anif Economic Re�vourcev (RPR), co E� MATURIAL (.-,T'RTJ.FI CATIONS L None. CL K OTHER 1� Article of Canversionfor a nante ckange, 03 J Li ,_-Helm VA. Mak-ar, P, E., M-& .�,'A�. c.� JI 11-telfoy A� klako-. PXE. NLS. 77 (3) Product Control &-rition'supervi'sor Product Control Stttioll'Supervisor N0A.No- 20-063015 NN"M No. 20- 06MA5 Expiration Darc- 09,11112023 I�Xpirabuo Oak,: 09,11/20:213 <r- Approval Date- 0812012020 Apiiraviall)elin �N,120/2020 E-4 E - o SHEET NO. March 6, 2023 ffs P ' 1 1,5 __ "`­,__"l I I ILI E-CO �DiiF \ z __ TILLIT TESTING EA ENGINEERING COMPANY iiWi_J:�P,_;7iiL_5F,f1L, F.E, - ______.____._._.­____­­ .. , El I I. M. FL Ce, I-, IN, Dili PRODUCTE A ON REP RT REPORT NII 20-0728.01 DATE. July 28, 2020 PRODUCT CANTEGMY- Shatters PRODUCT 11US-CATEGI Storm Parels PRODUCT NAI 20 GA43C GALVANIZED 37EEL STORM PANEL MANUFACTURER- Lie 4800 S.W. 51 Street Davie, Fintridi ,1�PV.RFQWQF_KVAUjATl0N: This is a Product Evaluation Report lissued by Walter A. 71111ill Jr, P.E. (System ID # I 906) to the Global Protection Products, Lll Rule Chapter No. 61 G 20-3, M athod 1 0 of the Florid a Oepa rtmen it of Bus! n rias and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verfited for compliance in accordance with the 2020 Seventh Edition of the Florida Building Col and to verify that the product is for the "ose Intended at least equivalent to that required by the Code. TIT'dis Product Evaluation Repo rt shall be subject to review and reNtislon In case of a Suflifing Code change that may affect Its limitations and cond Mons 2-EVIDEM"AMR977M 7.It.P1RQPWTWL,UAl DOCIUMENT.R&P.1; Drawing No, 20-176, filled "" GAGE GALVANIZED STEEL STORM PANEL". sheets I thint 26 of 26 prepared by Tiffieco, Ill signed and seated -by Walter A� Tillit, Jr_ P.E.; dated 0712812020. This drawing is an integral part Evaluation fleport. � INW, N ,N lift ,b & �r,� if, 1,,�': , " T ;h - R,t "V, � Nri`i­­,� _% TV �", '.' N'9 I - ,-I" i�l � 1�_�_,� z I- �- - , , --..-- , - 1_t�­ 71_*!:!��> ti 44157 1 " � - � - - , . . , ,�� i- i * :* f , . ­­­­­ __---j-7?,­__�"-,iT,.Xf'­ � I - �, - JN �0,'- , �,�� i ,IN g:,�,, I'l, l)llk ".", , 'IRI .� Y 'i, �` " �. , , . \V, �,,* I IX L in , i 6I�6, - 6.135 NX 36th Strallot, Suite 305, Miami, Florida 33 166 - PLGEO: (3055) 871-1.530 - N;1� - � ERVIDUCI�ALTIM ITITT-14 �IN ff�Bi 2 12L,21-Ti REPORTS: Large mwi,eflle Impact and 110itigiLle lCxK3 te6itis VI performed Under Proltoccis fAS � I 201 � 203 as per section 1626 of the Florida Building Code. Lirliformi static 1 loans as per TAS 202 Protocol. Test reportq prepared by Hurricane Engineer IrI & . � Testlng� fno , Repi 4 96-560 dated 0810PJ1996, in*5-5TO dated 100flUfIFF6, il!i�����:�:�ll-'F30,-J��i��,�!���i��I 135)120i'I ililI throle, signoid amn goal(lIrl ll�l,.Ir HNIctor Kil. h4adirla, 'P�E, � Farno-sb a Inc, ri II ng Lisboral I nc. illiTsorTris # 2032 da led 04/1 II ljtl� and ft 21,-,ZP dated 10/0511998 witiastn&ad by Gilben Diamond, EX.E. and Report No. ' ` - - 0219-61X09, datedlMarch 4, _' ,00". signE;d and sealed by Edmundo Largoospada, PE, aund Henry Hattil P.E. rin-righe tc,,J, liginniit �,Io_ KMTA-197' by QC ittieltzitkirigingid, Inc,, idnited, isi V`I, 2009� signed and sealed by Frank Grate, P=E 2_3"TRUC URAL EgIrANERR.11i QULA -CAL T1 N- =_T Q S- ,, Chn 20 Gal C,allvirl StruLd Sntwfn Painnit far NX-1a,6ri CAI1�81t is'llath Vs- "rIftliGn wirlid kial as TiXeltil as rnaXilriturn anchor spal,_�4?9vsI desligni,intInd load and panel length based on rational and comparatIve analysis, and fr. accordance with i 2 __ section 1616 of it- Florida Buidino Code. r,alloulationS prepared by Tiltil inI - dated "I VOIJOB and QW 12/15, s1pnedail seated; by WalterA. 7tilit, Jr_ REE 1BAUR I L L.�RL',-P,jnfl�l�-,f4'.1.3�l:t,-NL- r;',; Large mils,idle impact url section 182:6 ca lue Forill BulIding Code, as I TAS� 2ol Protocol, 41,�VWND LOADS R S.TANI _EA � '20 Gail l2ialvarntzed Sirill!, sUntiviii PartO has been NitHriffileu to SUStRjr, orind preseurea. kll:akirriv.-t-.�-a�'iei�aNk-,-,3bafi�be��slr,,',:eatocl�,.�nsh--i�t,,;8,10,,14,1.5, 16, IB- 25 and 26of2t;of Product E--.aluatior,Dc�,urnent(P-E.�--.-,,,drawL��-t-lo. 20-176. Maximum Anii Spaiding "I be as Indicated on sheets 8, 9, in- 41� 14, 15, 1 III, I % 1 O� Z-1-1 25 and 29 i 26, of Prol EXTE'l1jainfl. lFor-cf1l'tent (P�E Ql di"Inwiligg Nigh 21(tIlIT&it IMMUIl. - .i To Installation shall be -performed st Fly in acco.-ance Ill det9ils inidicated on sheets 3thru 7, 10 "Ill 20, 23� 24 and 26 of26, al Product Evaluation Docun"ent (pl, EJD, 1, draAding No, 20,176, h4thilil-nurr fleperatlem to glass *II be as IrIdllc�abil ii shissic 61 � Is, 111:31I 12"I": rind 26T inif 2!6 sf Prin"Rin'Ili 'L��val��ttit��c�ii,Do-��it,�-�c-nk (RED!,drainvirrIghlo,20-17�. " �TTTnT,0""WIH;, " I F a, 4, Th- ;,-. ,,�,,4 � ,X\F,N� .", , I I I I I � I.- � -1, OX h6ii'in� ,�s,'�,-,,���ll�l��:,I�h�,A,Z:,�l.'�I 1�, � '' Ot�,,,',� ", I - 11 ,;,� " - , - ­�TTN� �� j -ZXV.___ 1, il�l 'I- - - -, , , - -:-:- __ - ___ . fjitt��44i67 - I - __ �_ I - *1 �� * z �/ - , - . ill � e43F , %z�� _�_________� __ I �� ,e, -. S7,ATFr OF �`L,cZ, i� j _ _-, � L'�- , . -- Vr" . , , "i ,,,, . ,11 � , " ", ­XPE, %. , ­i 'T� � L11JI'll'iti- t""s�1'sl �- ,r�l I% ­, i Ile � ,� , ,,, , " is"� � - , , , i'l, I ,0 ,,�161rii,A,`_,��,, 11`1 -, INNiIIINNi .11i' . . F__ ...---.- ___ - I ZLNMA"=� 12 �!1!1 III 1:�:i iL '[41" TIIIIIII: :�IIIITTT 11 :it ��,,- I Flifil'I"11:11 11 CilliTTVI'l 5 aitm 11 $ I: I I': ��: 1, it ;,I, VQIQ Ill 011:111IT:i � 1:t,lt : I I�Xhl 1�1,1 :,i L, .T - � : � I I - . 11 0f&&�a;K_An_(4M - " I I 11E ,114N�I� - jk� ANICIIOA� S_­ SV�L 101II,i� Ly�'.'dC� IO F1,16F. SI�TIL,CTU114 TII��j',O �,-h PANI:IS ��, I s=j Pi ai�ai �- "s N,9�7- TIIAL'Ar--i 00c;uTisi flprn4, -w-- Ei.oJi "rrw�_ I CNI F 4, Alitl­CXTAGE ­'_� TNr I't� Vfhro� X1 N� Ii _.- - ii I kMaVATIar 01"Vt T�_ 2C20 1-711i, Uk� V -E ILTAF4M �MKJI;K =m 1-1) X_-:_,n=i ,_-_N­__Tm_l " _�=�ei ft"UMN 1WIND LCAM, sr� Ill DMRW11_j -ir KTT nZCT;nNR � 0 - TKE AWNVE: l400)-,ot 10w, - If ,A_ lol APONTSPIM, � ­hLIVAi M ' 1 A, U-AUU, tl� � I FUR : RTNTD SPii TIS FIrZJ%4E01 81 I-- tjWX,T7rXOl TYKNIE -M NIMTER5 VITITA RZ rVii-W&LUD 4W ­ - #1�1_11 ­Eoi I`CNTNI� IS Oro TILHILMATIF �� III �_ %AWFACIURC13, � ri l7PT41T`TMf_1Kw -:-X0l . I, , - " ��_T`M PET" rr,V�5 I i TI DIP-1-TIONALITY rw�,-, ,id.118t5 V�� ArICII: I-16 Thil %g,ill, ITIFT rlm:yu ,tr, pritiltillitil �d,,s TTN TITTLIAM FiTTI'V11TAlit � I INW �� l )v �rlli"l I 01111TIT 1, !A :N IT, TO , 1'� , uft�l I - ,jil , N SFFT:�,4­r --- il�',f­. - -,/a,- XO00 4'i _� ,,nliT,Til Tty F'R "ill �r -, �y,i I I lih ,,�D� Tl:i i r��r TSXI 1, n, h-z� jr, t 6 001lin1lilliTilk. ,rit.-TIE 11111:1:1110: Ir ,hTLT1 I. 1111t;I111h 1 �t� ASIII� 1, - it �o -!�� 1:::: I I I ij `ACAI:1110 llhl`��­.",N IfT11:1 III ,�,T fild"On"i 1II,,1:I,lVtt:i iiHild I.:* 11 1"', thdi., �' IIIT IIOI�Tli V,I,jt!AlL-.TL- Kj�,,', '­� o i ITT 5 T A Muo6 A,!; l Tit hrN ��ry V;XVS TO: th- .,Xi 1X TXIN Nil III 0 - th L, UP Nj L "I"t, ii -if I - j � I�LIIE A/ NA-� t,i Issio, ­�MNUMI RATONin NoTol ON !,hNM T �,Wtw 17, I � 1� ,� I� At 41 , �_-­_ i �:.) iTilreti TwNE4-)EET P,1C!RI,r-­ iw tli;t �Ll rI 1"k "OoTi h,TwTr hill SNA,L BE � ., - � -I] r­­-- . -. - I- rill ,0 ,� . - ol TY, ThM � V AS rfoo) Wizilit NUT 9,i !�orwxC, I, 33% irli ,N .n0wilia-1 Will �w M14D ,�Il Wi Eip'L NS,-- �= !No? ANAll ForricTo SFIT�JTTI TC WoM RAS EVEN Wrimmilco IN ToorwT, TWO tTi=�_ - �_1_14_ ar CON-t 6 _­ N;,Il,, �- riii 4-ti-Ii Il'it-mov5 V -.2hi - --- 1 C,NE,TNrE XfijH Ii �T_' I a _5,,el C �,, N&VIVIT. F13% n$',�.W� l Lac S�R�,*,,� Il WQQ� !i1v4". STE SIT mc�V,TM k n< o�­`Wli', � PAN "83 N�Tfllhidl`,',,� Tr'th itill'ittT 'I 'I'll: PPNKINIT,T�il I -II- 10"I'll IT111hill 4" Vt� ;Ihi,11,111111ITI� - �_,:!VN III le� � � rTr:ll1lIlTT I: P III PMIN1,111ICITT ill' It" lff� 1!111� I I I ,� �Tovt ,�11�11,11:111111lllji MON AS 1111rill, 1111X,h�hdlt, l��l��p��Ill�illj���:1:1!11��ll,,:; & Ill Pfl:ITIT1l:l, Til 111111111 Hr,�,ili T ,"I Ittl ii-ItiEls"nir IM 11 F IIIIIII:i l,'­ IIII-C, T1:r �'Ilri; irzz,hi 4, IT T �IX ,4, pi BIT 1: Qlt� �jdr Tj I Al�� � �� ' � � I l 1:11tp INT ,, ' $6 IL ."ll', i [ ..... . , W,4:S Vil:91,1111dill, �:T�t - VIA, IrT, it 7,,� �CITFIIIITI llhj­� 1 I lt,�,' C," 111111,111''Ill'IT �,Oi4l �1',V;Iili in ­ . L �s "i "S AWtJbCVN TESI lo 011 E.k7h FILTMIEll,, ITUPITT", ji 01 ­00, M5 Tr FTt_ ­_ :01, W 9-1- A741 "? i TAS �elz `n,KVDTARC� i j� ll�g �- 1-1 Xqr�,,_�- ­,� or, T­IN,Sti�' - I - KTi PAINELtit `R`Ulco 00 00i CO,Pz-, BE r(N I'I�Wl " r - " � � � Firm ti,�, - 111I AraaiOn SA,L_� ___ 1 09� rNCXJIG� tt oAZl4 O,E Ill _- - -iolilf BEI,INU oiGt �N,NI I I I I � �L I_VAIR,C`� CMEJ ONS 70 a, V,013-Tib ALTQ�r Ill 7-tWFM rFi�M Of -Eli Fill SZE Cirri Z All"ooloc- ShAll RE � ­�En 1N , 1 - 2� ,k -� ,,, I 9 . -� �- -UNINVIA SNEI MUTT, UaFln A7 CLOWRE'I ShJ41 ,TAVC _`-IT kli , ,i SNAL, F-E INS7-1.Ull FETLdTIONI� ., o T__ Q!7n)iWTAFr ­> 5 EL�V�­ GI Rhi vVc�o­ v, TU) "Ni -l' ! . A 1�, 7WI-EL 1"ifl't Ww 1-11 lilhi-S 5i ­�_ ,`IIIIITIT�!UIX.41, QIA1517 tiTTU Ai;TV, A-W T"fl"Iti, t1lT I'MiV.ill C-iii := � T"'J� 111irl �hhri,ljinjyl jilljlj�l 'r �g I � lit hill I1111111XI R01111PITIT ,­. I'll,141D r wi, 11 IS. ,OF 161 __ - SMI'll.lAi lIl.',,­__­tIA�:0 lj';tr_,�it,�_r IhSTAij)I,T:'r`iN --[­ �t STIC110"i cil �_ �!'Tl !I 11IIH1tl;-,, 'Ll i , - 7,1XIT ! I 1111�,� 1111ITITilill"p-h ,!I� I.01-011 MTITETT:�'�,­,iy itillil.1 IXt! 1h: ;$kii � I IT � �hvlh T) EOT 54INLESS SlifIl- 3iiq -- 316 AXIS! MRILS, C.. lvza��O. AM-,Uw iChTTU, CATPil FtTL, All, PliTil IT IlHoll, ei� X`r liVillohIti �9 ,44 e0TlIRTCr0R KI Nil' ITIE 1.4�tv,V,_-�5 Cil, T"T 5M,;- wkflItf hi,trTirlit N; TO K I I . to. 5MI V ki 1* rt�n --prNOTH Aix � T­ 'EXTIox �-Mhr'l N ,�,kl "�F* Nil I-ILLINI-r- ThhLrXitilL ­TIL 51ECTIM -'I' 341' _� 1.7,141tl, M iri 100PER Ah0iUTTN� THIV TV07TEP �, Cilly fY AthIn­`ri; to �01,4�1'�iF av-c. ON wax - W"i I i i - ti al M K ASru 1­7 M_-4?iKP 5-_ � AX� 3,u. � SIAINLL�s 5�1� � 36 L_ ,rr- t�Plz I 4 ­FE4 M Exl� Al SioNN, FAl mi __Ti GI&A =_ _@ �h ii ,2'- 1- �Z, VE� � hoo S, a. 2 & Io ­C A- T:� E,, 1C I . I I � , Mv IN low �__ so� M, 6 .-k '2 �1�1110,1 �­_ �IAVL . LEC�aU Al RUMI ViSof ­NKINii; A'SIRVI LFATTEA al I , � � I ­T�Z;o 11) W"LL sli ft I* r0i - - - - '71,107 "ra 7ECLAE ,,,N,,_,� h- FP__'�ASU NO,Irl�_--��WIIT MAINC hil Oil )IT' iiuR,Xir�lha ,hqPTITX,l:, � � I II , I�I 1iTlrpn1j$r"5_�"1'Qj,W,._�'_ lint 1, 1111111i TTI�I,lli,�I­ �Z*11111-hlitk 1 '9' nrl,l,,I�Cthljl�K T A 1A,AFTER CTIhIjO t-i IIIIIIEl, TIIIPIII� "'W-IN tN C`PNIXIIIATLI�� "retim"! AIII. � - , iih'a IN,70N ffIr,,UTCN%t TX WLAli,,'.m.'T bili ,T J, 11 I XT �Irg��E� hi�' , NXI'i P'4t , �'I'ir,' ­­ 1' ', Tli-i rjn.n*t�r 1� 44"wilIT5 ,Xhitr,,r�� �,7Nmi'll, I I - - �- � . . 7/,3' ��_--N'AXJT>Iwq� RS IINtNIVACTUAl -�', 0oWJ NIo Nwo, P­31=1 ,­ - . I I �/- . 3CTIC-H7 ANCIVOPi 3Z Carl 5y - Joer "Ilill� Eli A, n-��Irl CC ""' Q 510.0 hili =�Wl S011.,. vDwt�r "ITA - Sli ��Ihf, IN !I=ES nl­N� P11.05 � SLr-1-1 AND 7�- Rf�-LATIO�n I �N­ ,�_Ioou P., I - -ROVI iri �_ jtsSV1'r1QF4 Iffitoo "W l" Ao,LX3 � I � - fi PAW-W.FEE Fo,Ill 0 At r-E NiAl 1IOS AmCro� AS MANtFAI - ELCO r�o� ... TsO-F-On �ATSCII : MIT,, ltl�.�3.= �. x . - (.1 Ill OR DaXT E-A."him :jokOIkqT 11' E �,) �­,IlIiAPIV 9� I'X_ Ti­�VMR IS C:MTWI W', Io�$ rer -MAI �C�Arjjjl)h - ! � - �l I IN 01i rNi ANTIGral oTE 1-wilff,,glit, 1, "QU �­ �,),N _,.- , IRAI ,._� Wto X j�i, i - MA A � r , Vqr I ��,r,*-� vprc- - X"'K R, - �41I,Tuy,,Cw to��- mco Il"L I S , 0, , i '.31111TAKTITTW 77� RK A 151P 15tith=E hQfI III lflr� ,,, MILK,i �_ �1­tql to- I - 'i14 I III 11: SIX`t�- ­ 'IIIS "IT101ITILlil I T (Al __ - IIIS PIT01ITI, � � � - -CV, ,N�l _ � 1) wKili nat'g"talt cil 7AA "'40F.'", tqI,C PQ,JTCt_ C�­Irtlt l PF i �,',"t :I' I FRRi fl�liili,ET .- . MIM I '. 0.11M Ii� `h� fIrti, -­Potjwi� �_`�,V. 'i h f CC�II7 -�_ �' iIjK.Nj, hi �qll jjljlj�L jil �_ � I ,0 ARE FAlL A`__U`�t AND i I/4' f04tt rf TAP -Gill AI�Tnit5 ' I QW1,7hi -FIF"I A? W7 - li,E f%WiZol - -1UM.1io I t � I % � .18 - P* �3 LNI IN _- �fT C��N A �__ -- __ AftCHr%qS ,­_ - U ME. �_ Ar;� rl�,E PCILMED COI lu if, F - - - tc) ;�_ Koo � Z`,AL,ATv31 -rxil �h P ___ __ lso� KTI W,­ - ��-IqEc . i --vw) sW4,. W_ pu-SAT'"Ev 1,�, .­_ Sl-,TWS Nrs_,� �­ %, I I,,- Ii U�4,i Clio" -iii iNo,. ND I' UNINATINT RW il INI ho XTTIC'�,V AX* Al ar =qA--V 51",'KErl'i 01K &L T-READED 5ZAlorl WIN MArl III, ,7 - , N,r� C 1INGTEM SINN, ar "'i"p,wEx; ,jFf a F�AhiwI wusrrm Er;4g,Ul or, Aorg- .l ATEL arcowk lhq I Nhj ITT$i gXrA-_ ,,l ipff-2EP. Or rtoTN', I - ,l RE piqor� e I w VIR, The MC - 7 ME Atr Will ,. R Ir, I , li�= I PC,,��_ 'iJ IiE,- �I- . � ' ' E��.T Tj) h�,�INIETR '.- li,r ­ `X; '14IF - ETTV[Tll�,:EF If TX�nnlXD� AVM­XC, Mi _� F, ' A �' 'a - a �lT h[ TITU III ppioor 57CINIL pw� cti,vinoz irt- ­ -O,TZIII,� Sriom - ,i,Vhj�� nIi!1,-Mo K rNUF,L IV, TW � - it It 0 rooro; %HAtL oa�'- ;rl IkN LAI .-It 1'4!� SWE��-�Itft� �A�,,,N!,I, F911" 4�7-t- i Eiiii ii W, P%il AWAICIR5 L­_ Ell L0.1 e�Nol 111� ATE111117. ro &Ull SIOL11:1110TE scrilloi VIVII . RkIRR2Ti &KIMOTME "i Of � _11113NEr IN A I, A,I,,�, W � 2� (I,� 'w� 0 Ert 5-LI SoA I115 DUE Ai QRIl5,,lLl& 51o� �* SN�I,NNT.lm OF �',! -ACCI.L5�_'_ 1 CqT000 or KCOXG - VIA_�P.R`T� I," (INJ M_1Xa1Mbls_Qz0L_---_o;a_NllaL� I - I, _r X � RV I -, � - om ,NIC 0 T&Ai �-__� N "PT,VFA=_RM E� SIN"i ____IrTCT"RE""` LAM:L _""'�� RE IgWilo 1>1 � FaDL' �� 1 ' ' " %il'-k ­ - -1 - - ,��' � 4 � - I '111. - - III , . 0-M AXICITONS, AS 4.0--mlIFICLIC � Dohia INC (Xvn - - � NOD l- II P,vi sTriftirk - "mcgri mr� NE,CTKN, - ' . 1.090� �16 FLOW �IiU4_lo* 10l QW, LAWL ­ � � - , �t WT- skol ANCHT)INS5, A5 Do-MOPI FIr' � eTIN' Sli 10M & ol,Fl!�.I- CTCL - . -PI ,I WIN SECTi� -'10"�IV? LIP ­9 TT41ALL Ell P­-- �'iop, fIlrill Coral Li"WEIM5 rLONIVA ollowo irXi 1� tt4�10 NIT 01� 94SUM D.Ii � 11,4-10 =AIT, FZKOW11. C, ,R!.� NAP3.19ir %L11, N$ChM _';'� 4111,40FACTiolia, R7T liLlill 10005172LFC�-N . �i�5i�� '�;Z;�Uu L= -,71 .. .... . 1 Mill P 75 IFN � I I N-,P1XYCM DAN �­Il I, . I I mI I ­-Th.Ni;Nj,,4 _­ t , , - I UfAC111 ,,TlIo�o -� [11j.hii, ;,__ - ill' 0 C' 'l1--'F' A,'i Aa ki V1 11 6, 'R'14�Ao 1�`,',,.Ill &�v /Ill, lk*__ " , _� -LC,O PRO ii - , COI . I WWAv", EIMEDWIff C4 ?WaH �7-ol E Elooms AND, Cit TAP�GoF MtCii I u - - � � � - - _� - CUDE lftl,, ---'I , "� - � - FL -FIRMA IWILDING , vollotho H.'ricarl. Z - - 0- . __ _ ir, a � - ­ I �_ glprg _K - Or t I/4' 11� 117 4��Ill �,IIIIT -lill &r SOLID-517, lipNicITIS 5,4T.- ��L�,­� S ., a r9y , ti. �N Ch i E_ _, ,. JiTt ift TT T RE riXjrrrjTIT')M 7�e �VCI '�Njli i' X1 , ! - - t, ` ` % - .V" �­_ ", -_ - . = I GAGE GitralaoEb StFLEI store Apia ",L No 4 1 6i 7 ' I ­--­1L1-­­_ ­ ' Z. o� � - I __r - . I-- ._.___.___­1 � � iW 37LIMIT 1IFTsilia. IdE PFRUITi f/4� -- aiT, �CAEWF - SiV4LL Dir 4 , � 0K ­­4� - - � , � �. ;I T..­�_Wmliii h1,3"-XI, 11 ­� - , - "', X �,lz __X-___,_, I !,GLOBAL PROTtCTIO14 PRODUM Lit, ­ I i � di AI,,I) l wim'. foliz III III 191, STUl - � -:%', ­­ , � � � �� I i ol, I/ - C 0 ul - - 51 Nil .- ­­ -t,F- __ ­__ - - j - -r �b-- f-E .'i - , �_ --t - - I "l �Ilfl I_ "3 = - �� -4 `�� ,�&j _ I � � k%� ` - 2 I __ Irik _,� � � k - - FAI�� , - - - .� � � � , _­� ll,,', I � 20 I , �0-, � = , "M 'r - - __� to 1 - ` , ­ A ", , - -) III iz - .- . - �111' �'. , � I , Il � - - . ii;-�--­­ , - li� I � " "N"', I`NTIIN� " - - " e ��L­­_ __..... - � ___ - - ..... . _ --- ___ .... . . . ._____._._ ...... _ . ...--..�.�..-..-...�.--..-...-..''",.,� ..... _....", ". . .. . � .. .. "I ...... .... . . � ....... . . .. �!�Tll; I : _��!!�",.'_]!.7�.,� ­_­­.- ____ t.-I-J, � � U -L , ___17 - `N,01T - I -1.1. "I'l""I'll""I'll,�,�'ll'..� .1�1-11,��.111,�'ll",��,��!".�12m-,LL-J.,.,A���,�- _ ��± . I i.N-SIALAI-JON ... Q.L� I[AILS .E.OR_B,E��IAR ...... P �_Na,ijl_&_ U INTO. EXISTING- . . -POUIRED ONQUIL-0-R-C-QN-C-R-EU ]MCK S1RU9jk1I . . - Via �`X,TI)`,`T& 011 W-i 'NIC"hiFtl I 1"'Elm IT EV-7.__� _- k= SCA=M 171 __1 M Milloot. 000IN9 5i'l 0 rwmw-. IN, \ - - ullrpot Xm:)Iml 1 ­ I'll l - gANL,xPtT%,l 61, ------ � , I I rr�r zwxzox ON -1 I E!M."ING MUNIND. 1, ,- ­ �L It I ,��!: �� �� � , I4� -W WCUK11 .,: , I I, 9, , N'THRIA" ' IT', 1 "I __-_ ; - r1rr"CIT, I I I xTi, 01 A I , 11 cxwi �"1:10 - IF _', I ­XNN 4 -w� ST ii I I ,,;I; I 1 41mi I�V;1114V.� 1�� � , � CONCITili ALIQUitilil I -, % . _- I � _ - ­__ i I - - _� , 1, I ;,,`hT �_E_:��7.4 � � I I - , 'J, �- _ k 7i, MW ,� .4 r 'It- - - I , ­_ ITI-i , � yl*.-3 V-' �.& OW 5 . 1i �, II 1, �;A, - - - _­ , , ll, � � ! - ,it I - ..... _11� ___ _J � I , - tij_&9I - .1 1,­-V,­ 2" 1 , , - - I ( al � I - .- ___ _`& 4 �,,, . , _­M_ __ "I. - - -,,, go, : I I, - SAkz=:: WA V 11, , I I - - � ... _, - iilFa - � I % . � . - - I 11 , I I I , I C - ­�__) �___ - - - , . I I - . ___ - 7 11 � . � 1, - � � -IT" ED i 9 � I - V - XiAl - - � f - PAKOSM � 1�� f . E-1 , I - . __ W � , : 1 F, , � - " I . 4tOtTVTN i) .- IT 1 1 1 4rui I "� " A i � I - I (i I ��� I �z ,- I 1 n ---i ,,, ,, 11 ,1 � 11, I I Dniflicill ArinviTTEft" I - I n ­�, � T ��- , ,;.11 � I ,� ; i � I T . _,! �:�;:�! ��� I � �� 1,� 11 i�� �, , It T i '4,,%`l"l"" - - I i II!I�tz-!� : - ; SII� 4 . ; - . I � �lytlil� Vito ,,L til I - I - I I . � - "T ���� i ,­ " � t - N 1W`1 T ! i � M I � ._-�.,:: I a ,; T,7 ot , I i Yr a, ,j Tt� `V�� i - �_, - W.A.W.r ; 'D o : ff z I 5�r - I f-(�) -. - I . � t I - , I , . i _-, - Im - . - - I � _� V.� L I 1 TV � f . - I � - - 1 � ti I I I i � =1 ! - 4 - . i , �� I � IF I I - � - t--- ��Iporl -; i '-, - - ,,, � U � �___� 1 . R ­ rIII 11 E 'r � � - - 'I ­�� - � � ,, . I � I - � I I I I III! ; ! � K T� 4 E ; T It I � , � I OTIITIII�l - L 14.hm ; � I ;- _911, I 11 F 'IF i� i it 2 I , T­ " OlIVIN, - - " I - IT � � ! , � �111 i �1, � 7' 1 9 lL_ I T I k �� & I � . I . � i 1 2 1 . - I P X 4 . § 1--(:D � 3 - - I I � N I I �_. - E I t, � � � I ( - - i i � i I � �� : - ff I i - . I � 9 Z 77��� 1 1 �1 i 9 � - - - I - r - "I . I � - � � I q T - - ��i . I i - , I � 77, " � , , ,,, - 1 , r�� It If, I , I Ti . L_ - .1 � I 11 I ­ i DTW ". 0 it I I I 1# I �� � ,.,,Vz--. - ": ,. i , I i I . , I, . , � T'%-.3,,�­ :', � I; � I �1 ;IVM44. i I �� , ,�'A ,c ,, I FTXKT;i ih:IR[ -P E-D 's�%, jh,,� 'L k� ,,I � , !� !: 11 I � � tX li't Xi", i I i ��I*l I . g I t 11 � Ilir I�T, Q,� ,16 i�� �, � � , I ,,� XX r, ��� E, CalXI OR - - I i i I � ll P�I�11,-D IT � - �, 110 �! I ,� "I"'Tit � - I I � , ,,, I I I I - 'i P", � IN11ITUT4 -TI11-1101TIT � I - , � I ,I III 4 i swi- � 11 l:0KCAl 1.11R , � � , tc�liic � I i : 1 ,I, - I T Coll 0I � �,,� 1= - I '� � _ , cowp6t al I NVNI MEN 0 � � 1, , 11 � I�MW E,Lft, It _- I .,. ­1 � "`:I,�� III, � I _- ��; , , � Q ,)2' Till " � 11 L'�" - - "IN. I � r-,7 , - - . REIZURM I � , -_ . , Tzromol I � I ' ,_�--�7 ,�._.__- I - � � L"' '�*' � ;,­_ � ". , & I , � T - -�11 Z I , , . i aT i N � �,� , i�` , -r. � - � . tz I , - � I -,I- i .-.I � T­_ ­ ji��g , � � I . o L... ­ ____ f 00KIII-C O�v -1 -1 . ­ .�, I - - - I I +=-W Ill, �-JL ll I I I . ­1 � , __ , -�� 'T, ,l 1, �, - COT41C.-M -j3,/A,- , ,4 �,If ,�,, I I�I'li r, I I'L T�.XTT � . AIKOLMM t.­_ �� -Ii I:, , '11 "I'll IMP,�;I,l 11 -�i�i ii ;� ,i 1"W'"4XI NIIIE CUTTOIRM AITCOITIT; �. 011III1114S T, flihIMITIT I OT"CITICTI: TI A I lli�,$�, . TVN , ""L `7D 'tiIii, '-"I' ISM SCId UNIT � iNTI: 11l:HI1l:IlI1i I - 11 I 11I 5 it , , "'I, " I'll, i 11; I ,.�i�� iii .1 0 in� , 11 ,��� 1! 1"' ,= # - - � T V., cimilir ON :IX 1� T:i , I 11:� ,,,, C`V 7� i R I'llpililigi n � ShIr"s a I1,11011:11wiTH 0 BIMINI i INKAJITIn M sil a houx,T W� �, A&U-MOMM f-�AN11_&Q0R_KQJ910t& allini QLIT MONM ALTERPAIE ?EMIL2 OUT MQU"n 1 in _ l Low-i liuffil 5EMN-A mAis 315-7 W%4 gcXx, 3/al SCRE j"E',T, �, - - --f- - I I 1� --- -- ---- _ 111111-1 .1,�,�",�,����",�,,�.."��,�".."�,,�,,I .... ­� . .. . �,� ..... .. . ­1 � ., I IN EXI, - EUX 04570i � 'RE IT ,scr S4,14nwu r_-,, i � .1 WY i I 't , s-EETi a & 0 _�_ I i i i I � f N ­ I I i I I � � 1I TNT,3�-r I 8, - i &,I; i il, ,4 � KIT__T_11&_=!W1lI 51[�]Txts I 14-1. 11101W VA* 11 � - T0 IT 1/7 04, �, '"Alit T' I ��i�ill:��ilil�'�llill��,,V��!l�;!,�!���� : C. 1, 0: ",,"INAINITIN, CT,,1TXnNXj:, � !I IN Ailill, Thiti, TT,� j O�t , l�",` L . 01STALLATisi-T � ii - , �jFt It. �r?Z'141100', ­ -4-11 - , � . V,. _ � ... _. ,/ I �� " ,,,, �. - - �_ - -­-ITT--�777- - 0-1V 11 IA(;1Al__ I ODE TH;gh v_iloill - I., ,,, I � , � 4_� __ _. __ I-ORfDA BUI C fi.rdet- I ­ Z . "'o= �3lt,`-� -71 It ' `I�'­ s +, I I RPI - ­­ r 'E,D _*i __ *' - 710 Qlil G EF. if F, I * I - "ISTIT i�� " , GALVAJIIIZEt� S I STORM C-_-,JXrT ANO I - I - �____..­__­_.___ 1. , , A TTEXTIFL, L_ Ill SCN=L - M ­ - * I I I �% 1 r - ,IXI1 iFt - � T4, TF t; F " , _' I I , C1% 01HE L� I , ­ � % I � "I - 11�1'4�;_ I-Q- .. - - ,,XC la� AMNIMS10- - 1h -, , I 11 ' _KT NEAT, S-*. 51 S-Mm I IN 0 row , ­ . ��­�­'L�_� ' G1.011I PROTECTION PRODUCTS, II irl �� X,ebi� IW --- - , "' IL Ell 'I f-=;;: NAI 6 I __ Firria fil - --ri ClOwAirr Wil% % 1-1-11, . ,�*_ - -- - - ii,. _� ---d"- "I'l ,f Ko­`e-,&P'i , LXJ* �f Z,,�qw­­, il,_.- - - . - I I M .jxt I,T,ol rmq�'.&, ,_ ol � � /Xi­� pm-neaTINVir �, -_­ I _1 ;;a,�� e ___ ,- J --- 0 � - - I -I r_;Z I - , I ZRIM 3 UMTER "AJCHAMAC�T_Jill AND SPE-CARCATI101I Sh al� be strictly In accordance with General Notes and Componerits indicated oin slher,i 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D 3. drawing F No.20-176, Anairl specifications shall be as Indicated on sheets i. 7 and 21 of ' . 26, ( f Product Evaluation Domment (RE.D.).drailiving No. 20-1176� UK%0kr31WdW4V1*X&WMS M&I - a I � L� - 7.1, �,',I'iaR bu strictly In comptiance ViTith General Notes No. 1. 6 thru 14 ' Indicated an siheel 1 of 26, as weli as General Notes # 1 thrLp 4 and I I thru 15. indicated an sl eat 21 of 215 of Pfoduct Evoluation Docurnerit (P. E. 0.), drawing No. 20.176 preptired by Tilteco, Inc, and signeed arlid sealed by Walter A. Tillil, Jr., P.E. 7 T-2 - - Product may be Installed gi HIG411 VELOCITy HURRICANE ZONES as - de defirod on section 1 �620.2 or the Flo oda Building Co � 7.3, Proolcr,t shad only be instailed Into poured concrete, concrete block, and voill frame structures� PrXXJ,,,ct Evaluation Report prepared by WalleIl TIM, Jr., P.1I (Florlda ticanse Nio 44167), president of Trill Inc. (Flla6da CA-0006-119)� o".0i,01,19", D46"Ing '�` I � ...... I 15, "�, Iq i�lil 'A'-,-,- I I. I . 1� �, E': � I 1� � . � __ Z' : . � -- `­ -14167 '� z -- ­�,Xli._�___Il`q � - ___ - _ --- ; - S _­ __1 ­ - � ': * " - .---;* :*= . � z � 1 1 ­ - ,;;; , - I - 1, ',';!�-:0-- - '. 5 I -All E OF .1 Ii Z� � ,__-_Z�, r'.T ... ____ ---i W ,- ,�7 I! 1, I 6',� , h1agil .,�', , , , X',, , . , 1 ,., � . " �'. � 'T, ,�� � � �, � N, , " , 'Ps ...... � h,*­ �f `,,,,'�,.`JOIIIIIIAI,� '.�,,,, 1hi P;iT!�-ECCIAC-�,qON--�9COn,QS�F��� RsFOIRT� nri 1 GLOW PRO VECTIOTJ F�IFAODLJC -'s Ltc,20CAGs GAIVANIZEC"ST LZ�TOR�,IIF"A�IML�L'TM92Nl7A�g'-.URTIP2C4Z72&(51 j _�__,l , :::: __ �__. � - I �____ - � � � �__ - , ", , I L I EC0 iNCXXIT, Ja --��.�,���,,,-�,�,,�,�,,�,,��ll,�ll.I " IFILLIT 7di'711111fill; & PNO�!�lli,lllI1!11,0i!!IING COEIIIII!1lisilil WA Lrfk�� T1121Z JIL, oE PRODlI lI - ��--'---'-'----'----"-"---""-"" I 11L­ ill . �. N1 .CrOl _ _ lo"-EPORT I � Mir, . L_,­N,vV)._­- REPORT NO. : 20-0727,02 DATE: July 27, 2020 $!-,,-Irt-In PRODUCT SUB -CATEGORY: 5torm Parals PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: ,�3iot��o�..�,l�,f)t(A-CILC)L,)-�F�tx�!i�i�&�,c.t*, 1I jnd)Ki S�Vl 5LI i,:' Ttree �j David, Florida ,,;_,,, 1 4 .,L-P.IJR-P-Q,'$jE,-Q.F.-F-V.AL-UATjPN; This is a Product Evaluation Repiort issued by Walter A."nilitiI Jr., P.E. (System 10 # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 1320-31, Method ­11) of the Florida Department of Business and Professional Regulatiorl 'This product Is twinoicaued an Evaluation Report as descricied herein, Eind has been verinfled for compliance in accordance with the 2020 Sovarith Edition of the Florid- Building Code. and to verify that the product is for the purpose intended I at least equivaient to thal, required by the Code. , This Pioducl Evaluation Report shaij ce , sub ect To js � � ,vtolAir t.ind re,lasilloIj i case, ni , �( a Building Code change that may affil its limitations and coln&ttoris 2,5V Mr: 9E SURMnW. ; Z,I..jP-P-0.00,(,'e-l"'.1--NA-.Li)AT.1014 Mr.lu-N-fil T,:lP_,JI1 Drawling No. 2iI titled '24 GAGE GALVANIZED STEEL S TIORM PAII Sheelsilthrul8aflBla ared byTilteco, Inc, � sinned and seated by Walter A- C. rep TI jr-, PaE,; dated 0712712020. This drawfing is an inteo&,t I ii I � $I", his � � [It T 'i Evailijalian Report. X, I � .4t,," ,X �� , �, I, � I I I , , ,:17�� �� ,,,-- ,�I,, 'i � " ­* I"'Hi `� "Inp, - I" 7 " ., - SITE �,��, I - ,-- __,i � - C_ ­ - ��;__ _� ­__��­� - - --S!�M qm­+416- 't, � ,e *__ � J * . � - - F 1. S ,�l S7ATEOF ,'_- , � ,� I",�C�Rjll��itg�,�_ �,�A�L , �, - . (i N,W. 16tinSre4i, Suite M:T_Nlialird, ClarjhLs 3���fs(i - I'li (305) 1531 . - � i __ ___­__..______­ -- - ------- - L, LEN�j �SF 9 L __R4E�-QLAF_�&.__LLCE SAFET ... PANEI 5 ____ i . . tST.h0: lj2_l`_) i I- - - I11T1W ­_ 111PIWIl I � I - - , if i��­Tl AND,,) - - r ____ - ___ - 12 SUO' - VINE 9i - ! i - 6 � /.� - - - ,,, - -_ I i � ��) � " � - � . - __,_ - - _3,-z- - � I , �00' 1�1 -1 , %0, ,,, I I � , I : I � , I - 1 _­ -- I 1:1 TPIT. ,i r�. � I i��I,,, - , I - I i -, , - - ----­-­­,1, " , r �o' ', I F - ,,, �---�­ ---,,,,i I 0, III, � - . t,il,1­­­ -_ �7� - �, 11 -A 1 �15j�t i 111I I'll. ­ r­7 "' "I - - - __ - i "' - , Iii 1111,1,11�,!�1�101711 f7t� -,, � I � , � I it lao I 111111111 II___7.,�� '��, , �11T, '11IIIII'L ll I � I � . / , I �, I ,&4 . . - _,�� � �r­, ,'"'I'W'. 11. I. _ I "�� I "I"'! lh� . = , " 1"" ,,T ,�1111 j�� I �` I ,� I'L, 5.1 tTXI,1IilT�,' i,jj,T­_- �1 .L , - � �Li i i i - on, � ; � � I , __ .% 4 FYI` � � �_Lro - _= , IT "_3 � , - I , I M L ., .,-I -03 1, , 'h, - - _:k �oo � .W.li �_ �,,, - - - I L - - 4 Oi A � I , ", ,. X 00 Wp - , , � � �- � Nualim - - , �, Er -_ , , ED- � � - �� __ - virrhi A . I I � i . 11 . - � I � , I; � A .loa __ . - - � �, � � �� !Tl - \ ff mg - , _� �, - 1� __ - __ - EDUT - - !_z_TAAL ,k , i --- - _�__ __ - - - - - - , � - ir I . , " - - - - - - - - � '��, - �� ___ I - . - - . , i`­�� __1 ... 11 -1 iM � , =�­ , - ­ t �s�illl! J I it , �� � � I 4 . � �jl .SDYA__?il i (_1 L411JUDAIlLEANEL . � - 2,1.- - - - - . � I � I r I I— -- - ---- -- - � � _." - W! - I - 2 t5i - �.F L ,� �. t, � � , - I, I � I 'i I 1, �if' 110, ; o- R, h - I -- - rill, 1/4'I h" ,�,W I'll � ,��"�l - N 11 :; Plib I ht�, ; � iuwr, fi-",,,?-, .., I I TOO, I , " L - I , , - , - - � � "I"', ­- I I !!,:�!:�,�, %Xr 1111AT IT"11,111111:1, �141 �,��l��,���i��,�,1,1�l,�l��1[i�,1[�'I , "Yo'. , 'I'!. I i : I ­ _F � I , 1.� ' , �,�,_�', r ' , _� - __TF - 1 ,�' - -Itill,.2, � �, t � � � � _:, � -, ,� , - � . I T� - ii I _� � " U 1[an��E5� IF I 1. _�­ - 11 1, j! I �: �� 1� f � 5 : � : i I - -i'� I 0-3, 1 i , , I 11 I I TO Ai IN - .10_r 0 � n1, I I ­/1" ITT 1, G C , -_ U 14� I -) I_ - -___I "I L � � . - ` _��- ,. I _­ � .I,- , . -1 �' 1: I �. 1 7 C�1 , 50c [ . � . It , 50C., n I E i - I � - I - - � I " - ,�z ,I_no' ------- ' - -- , __ ` - 4 _.___ - . . _� [L � __� - 1 _�! �. I ­�S- __ -i - : � I I 2 5� � 11 � - " C _-� . InL- I l. -ZE VNI, - - �zr T I� Sill I I t�fR` '. L . ___"! -, 2f" i , ,,,, _ ­­ _ _ I__ , I . L �'NNT'T, , ri� _ , �: I !l _11 I " 'i � �' T I L-_,:=__, I "' =__,__ - - "27 - -1� till" _._ . . __ I I F ; "�, _ _ �, � I T � I - 11 � 1 15�_ 4,� �,l I , - IT - I , .­ .'. .__Z__!�77�'_ . - 1�_ n� � t I I �1 iI I - i, � � I !_,�i I , , I, 11, (V, A, - - �1:' _,: �_ ll,,,� "I ­ I 5,W - ­ I 501"_ I I 15DIII � , _s!1W_10A1L._A .� - � 011-10- - ; - - - I OTTY" - . ROUNDI LCIRIN-R. F ..N-,il�_ ftU 0 7--40T, 01 , � P.A: a � . . . r rNIT; ,P �,-, - �oi f,xr I- 1, _� E) V4) -7h! (�) ' �C, _XR JHEA C4) ANSUE q� - aI �ItIB Axqu_wip i I t 4 �,- FjW EKF_311,117 � =­%j � �_ __ � .,fg� N �/11 , I 1,11, � __ --',-, - I_ I " m �; I � � � ,, - E � � VIP 7C__ ErrT S' i'Vi ­ wir- 7 � LIEL, 1 Ell' - - lm�� - - � � �T fC, ­ '-- � � L - - - i - - I ii j - . � i i I - I- - F - ' - � 1 joa� I , - � - - �- -_ ­70. �. !rMil ` �� T". I � I I I I o__ � -/���_ � -� T30 i 1 612v I -;�� __ - - - � � � . � I V - - I ,I' f ;�Lt I Tl� , 270 IS' L --- 6-43' &51 i I 4r ; i I -_ ,2 ,�,r ii 1 I F I I I a. � I - I , "), . I - - � 1, %_W� I , IT 1 �_ � Uj ­ I,F,-, I - 1- , i " I . I 21KIII - IF ..... I �� � :11�1-,�',, ,7l,r III,: . i . 'L, I 11 �, � � 911" , ,I ­ . I ,., , � [j­­1 ��: i I ! k _� ,�I,TC, �r E,-. "i C%1TALXP - , f ! ,,�i,i � '. ,'/ � ._­�� - I 11 izn­2. I ­::;_ _� � I �1 11 I XtiT, 'r �1:1' I � F 7a;C7 I . I TA," p0j,, 1i � KEY MOI-L-WASHM nL I - sz�7- --- _____� I � - - ____ 11 hN - 14 - - - - .? I - - "DEQ. I _­ _,_ --- - '�o -F" TRACK AM ( - �L- _ Qa @3 I-/--- _32MC-K Q 0 RALkital 3.0 34" r�­ 1 - - 0i J _. I I ..r..-JR441", �01.11_51liliu i - � I.Orl GA_"1TNq:E;� 11_jE�_ � /-', I .- V �__ I 11 )/ . 1 , J"h!_ : � - 1 � � � ,tVXII���N, `Tj�il,�%, I , ;'_ "', I 11 I �_ - � IN. , 1� .... ... - : a It � 1� li, ­ I �� � 5 . �, - �_ I, 4,I,1 �,,`�,,, �!,,' 4%� �, "r, , � .. , , Ng EN 7 , , , % Jtl � t_YtI, .: I,$ %, i � 3-,S�� 'I 17- ­1­ I I � I 615", i ( ) " ,40 � � - � � - � I E 9 � [ A E t IT . _�_ - - f__ - __1 . - I IV I - � - "I I -1 - . I ��V - � � I - ,_ _ - I - � -1 5 1� � _._1__­_ ____ ­ . Z : - - , M z: lv�� � .* M * : * -1 = a te­­ - .1��,.��ll,"-,.,�'ll'.1.11�.,.--.,'',-..--��-, I rLbi RURp I 1�.%,) Cost (High veo�r`y HUT 1cite �­ '­­ __ i , I � --- , I , IT - -...- ! I- - - cs� � _ILL�_Z� VI E, � , t� L - = fi,i � 1, ,2 - - ,- � � E i III IN)l - ' III �, aaF70- to" CF �k - ALL1B � 1 - % !STmE af --z:,: ', 'f� L , _ � & C,,- � rl�ljljp&.��,,-, il I, 'l ," - 7. ,�w W= , ­ I L . Il al�l I, �. - .' I ` i � 'TCP,V P, - ZT1, I IGAVA'117170, ntIlln S ! NP XTR_ " I I � .- ­ , ­ , " ­ "....'­ � ­ ­., , ­ __ ­ _r " 67/mi I - 2 mo- RE M, `4 Aj_?Aqa, �� 0 � qItshs. ,,��IN'�'?Kriw_'. ___ r" I I . I �,- _-, � 110E,CO,",:;i� �`_iI i IGLOTHAL PROTECTION PRODLICTS, ___ I - (9 / "� 1. fitomo W � - " t " " � � QTW t - 5, Ell - � I i - _A111MINVItill 2 � �-_ ALFEME� ,,E �� rEn .i wwul­x f'sli �t -wit'WIL - I � . = , - �� I - �-lii iii � 9==C�OI4= - _�,�!­_ OiNi - `� - 20 t 76 ---- , - �0',;: ONT�� , - q�.)­- I I - - � � � 7F, �-E WX14 ii,,IG, "littli _L . .., --.--- -..-- _Oil I 51f. so,4�0-eUXT"Mmirt WA,jrL IT . i- X j , , '! C � 21i . ,_Wa ��_ _ 77 - . �� 7:�IIIR -:T­417 I, ��L­mi -,!L. � - I �i .. .. - L __ � __ � � � .----. .7---i�l*-*-"-",��l-l�-11��,,�"l�--L'�' -­ ­­­ ` -­�'�'"I­ ,-�,�,�,�,�Ill""I.I"4w�4,hii�,11�"I-tl�,�,��l,;!! ...... � .. ...... _'.."'E.4 . . .... li�ll",,,,'',,,"Il,�'ll""I'�,�,,�1:11l":''""I'l��---,��1--�-".�", "I ­­­." . ..... ", - WWWWAM _1 - A_ . .... M-N - 1�14:­ � 1.1111NW ILL-. E Theii �- Y.8wm--r-vf-x-fLr.WL-^,-N.--Lgr--9m,;,lj-f4��- --A,",,.I-r-w--4%--.9-t�cl�%--!iP--"A.�-ai4L;�-M hmi�� ­1 011 c1f V,-_�_�l M,-_ot,� 'INII ; �= SL-INNU 044 5l'u, b & -� �%u ITZKWS � -1 zz wz� W� , . � IN F f I Sllll,�� � il�� 6) __ U - I-,-- ­ � ,�,, - � I Fo* , i" '. � I- � � 4 IA � - "I - , -1, ­ . � '. � "'X"I�LL ..., I W, C t-- -I - I �­­.. ....­- ­ I , . I , - ___1 _� `.i:�1�11�ll - I I V:_ ­­ jr-1 - - � I i : I ­ - ­ -- - , ,1 � I � . .1� ! � " ,[ 'i ��gi, ­- - - - � ­�� �, 't - NO- 1 I I � � I I .L[ g I, '� ,, I I .1111, " I I , .C41111%, hi,"'li" ,,, il II �J, � I'llill, IIIIIIIIIII, � f l , , I q I', E, : I 2 4 �r' � I - ,III 1'1� -A , - �: � I � I* -1 ,M10TEIT � : T I ii� -_ �,,'l Illum TiIt � . i LOI � � a, � _a'-' - '!I I r" Nill Ill t I - -.14, 1, �11 � -13 / N , � ,� I, It ,i.� _�� ,r i I q I i � �Ii � , - t I � I 1 c, - - i � L, I I - - I I � ­ _.;�� t L__j�_.Csy �: I i - - �j. -11 � � I ,L� -1 I r' � 4 I 1. i I z ; I 41 - TT' - I Is: r hIlD, 1 i T � T P��, � ,� I r- -:31, �'� I � 1 - I � I i� � ,,�T�t",c ii 11 � 1� 411 I I t 41' �,l 1 ­­�­­­-4 j I , r I i - ��, 111111h,lil, ,,ttv, I 1 "��` - -"T - - 7niffi.m- - � E , I ", !INI ON III Ii- ­4 : � , I . =11 I I, I , �� L � � I I � , , INVoict RIC� I � 1, I , , iltlil= �. I , -, � I , t ., IT I III IMQUIRIV_ T � � .- t, . : 2' , ; A ,� T . , , - �1_ __ _j I I I � i 4 ( D, _71.1 ,,'��4�h . I �j � I 9ASLAUELi F .. ...... �`__ ­­1 I 9 3 11 I . - -1-M . i � 2, I � : ! � SCALE .'/It-'- IV- - - � , I - - . � ; - I � - � i v I� � r I'� _ Z __; 4 IX, Tri - -H ,� I .r&W4__k..j?_l,W I t - j-_�,�'I­ I - ,,� ll�l - i 11 ,�ji'ALJ ,il � t ,� _ i �, Ill III -_ � 'S�_- � I ; � '' `J�l 11, , 1, " � � I ON-T'n'i � 11 I I�l 111111 ,,�Im - I i i ii l TN- 11 i , �� I 1. 1, IT' 7 I III 11 , � �,V� I,= :;�; , 1, . , " - 1, � VVIIIIIIJ b .1! i V'i .I., I I . " � � I till : .- 4� ,=,�;,-��, � I ll, r .11 I .,- . ,I I . , �, �.__­ " "' r ­ '-, � � I., - �� �: - 4� � I- , ll _ _ _ , 1 i _ � "'g, � . I - i - ­u � , __ . Ow � , - Q�� - � �1 A , , I ! 11 - __ 01 ,--a ­ , - __ - - , i- I � I I Ill- : -I 'I � � t __ : - I , ___ I � 71 1 � L 1 . I - /-\ " =` k I , - . - .- - - I � ; y 11�: K. - Z!, vi � � � , I ; r, i I - - . I ", ""' 'i"" lh�r 1-� � - .... . . ­,_­­­� . .... �,,III, , � ! X��.1111 1;, , i � 5 I . 1. : L : Thri, ITAI D i III 1, 'T" . i I � I � i l '� "I �r I � I i ­1 . ,�l lill ­_� i � l , I I . _i" � 11 I � "'11A, , ,I i ; 1� 7, - N i � I I 1 4 � . - � i I.�` 1.4 ,:: '..... , ­7 , - ` J � - � - -_ .., r,` - - EMT- mikc, � 5 . llk� 4 ) � - nol _11: *R ; I - - ­ ­ ! - I zoi IL!2e, i F I D � I;�� �- � � C&V_r.__�t muo -,', 11 FIO�Tw� folom - I I I S"rALE 3i 1 5- 1 - 969-D-M&D I," ClAi � - RL1_1w_1_ _` S_'rAU 3h,lih." q',. _­, th � , T T_ __ � -1 1­1 r, . q--�Fljlj- L, , it riNK"Ili-it � - _.___ ,I;r �___ . , � . Fs "I"'I" , i =i=�,� , ��--- -, .---- I - 4', I it R171TIIIIIII: T �N,4 w'-­­ titz "It"N), 011,11EII III 11 �14'114`9'49� . ... IT , r T �,, i�� 'n W�K­Vlr e �Xtiql I111,11al �Idi i 1111,1111111 IIIIIIIIIIIIII li.�, I!, IIIIIIIIII - il � I., � ­Xr L­,' ��l - - -- � , ��4 � � -r,/,_- "­ ,,,,� . , , 4 � Iti I ��,1121.1 qI,III,i ! It! I �� ,,:k il ,;I,: 11, !N. - � � ,�XAI II, RIIIIII 4r TOi - 1111id L Tt �. h-U40 I W­­­� �ioi 11 l � I - � ­_ .1. I%.,�"w'V` � _"I 11 IIIITI, ­N, � 'N tA CX T�-w - fi I �) ­­--i.l. ;;:4�z��__ - - ; � I �-_-,- tzs - ME SDW__� 47IA - ±­­­�­ - , �Im - � � I I,_ I 1. % Shi ft ,,i,I,l 4� _= C­', - I �� :­ -, . , � - . r __ � - - - I 'l MOU-1411i ___ _____­�__ - f Rulli - � , I . f I- . ;rF1 5 �" IS MIR P-I L. 7 1 1 , , �f% 1, , L� 1 WMLIF T/S�irl' VrXff V,.l --- n­ .,N,N� -IlIXI ligh ­­ -it,. � i , : .'', I � 4i WIT- - � 1) I - __ Thi ` Villi�­ I.- I h5h; h 0:11HIHN i i glIll il" riT,Ti"i� 7��_ c3i­ .""F ___ �� " F-1i 00 1:1,111, ­_ lATITIANit I 'IEW � pa,E , I - , "u, oS'Er� SCHEUt.hK 1)], (0 it" I Trio -__NA War - ­ � I , I ­ CA4EI-i(PLAK; 9 rx,1S7,il smeco/ R! viom FIIIATIF '-r- I F I—— t t;z_,F 3,,1&-,- . - I I � .�<[Ts 8 & 9", /,- N I I /"-- . how W.* I I L - - , ", 9 � � . \ ; - - . III NfW I- �� , VARIES , lo' � � j) qo�qjAk_ cm- � N . _. � I i kum Thw � I , ,. "ApIrs I I a \_/ 1_/ , - ," I Py 01`�Q` TI I'll I t -r'v'L i,ro -�4III4 9E I � I I _- X, lsll")w +,CUNT_i­ I 11 : INIIIIIIIIIIII 118''T, � � � � 0 , 1 1 I - �,tihl& "ki t � F I C � .TrihjE�10 Nd All Wil �. Ii Ail i r.A, i. IftilK 'r I W _i ,� , _Z��Ofl I - , �­ S!"'Ir 41,14i _ "I S�-C� , 1- _ I , � I, i _ , 1_­_­.­_ "I"In"11­11 1-1�, - I - ___ ­ ­ o� - ,.Zlz �� __ - flllt in,,� - . ,;ir L l- E - TF,ki - 3 " �� ,,;I /,r L- �O,N% a - - � � � I � - � , . � , C,�( __ I I- I � Y " ,RAI�T;;n. A - T . it '/- or , , - __�_=______._ Mi ­ � "-I _­ - ,,�,?�' - - - C, , , , - . ,�,. 7i� 1-,GFIVA BUILDING CTOI (Righ Wlii Hourf.qr. Z-t ___ , - - . - �� � 4 V, I - , ­ & 14 - - - � __ X .___ - ,--carti-, � � 11l'. TJI ,TDT­ hi AN __-_" ____ �� S ll� 1 t/2' Th'' EL � ;9- .1 iii ­ ­. I— - - ` t�111100, - � � I . � .11-9 � - ,,, r � R it 11 i , 10,2,� 1 III Vi�-�V&-Iip�,��-Iir- I-r- � =vAl STEE1, STON PAINP XT, :I ... � IhOlwl Il 1 5X , $:' " Nr0A,tj(j'�? � � � , 0 C1,4cf Co. , ­- __­.__.______;�_ r_-T-11­__1­­_1L,111, -1­1­­­ "- __ xlg� ISECIM!I , , I i ,�� ai�, 11: 1"1171- """ �� LOSAL PROMPON PRODUCTS, I ""q 19 .1111, l,iL FOR 5E9jftYEQUlRED A-1 TOP OR " ` , INE-c-67 � X%ltli�.. ll XTNEI __ - , " - SrA, F 2 - - - 1 ��'.4� ; 2 11 - -C ` I , " T � - I - - T I � ­­ - I, � � __ Iii,-"it rcl,r� a CNIONUIT'No �WTNY 4"i TL ='� 20-176 7�_ �-,__ - - i - .,.�,A , = q i ,� M-�N��S� '. T%,X,lN­ll,,�, " _ __1 I- - ��­l - --- I = (I. ____ - � - . " - rz"T I - 1111-hil '. - I—, 1111,_,"I'71.1 _____ff��_2_._F�oz". _i_��,�� VIIAM� ri I � .. � __ _ __ � J­ L. ..-II:�l:gn�����,11�-��'��'or--L'��"" ­F � - - ____._1____T5 all QK#1 a --- - __ I # I . Z2,..TE4T_KfQ1M Lari missk Impact load testsvilers perforinned under SSTD 12-99 standard as per section 1609al,2 of the Florida Building Code, Uniform static loads as per 0,ectilor , - r; 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Fk-,inda, Repol 0814,01-O! dated 0311 V02 wftness-ed by William R, Mehner, RE , Rciri;e Moro�Tr PIE, and Henry Hialtem, P,E. and Report II 021 �- Of -09, Ell ateniFebrue ry 25, 2009, signed and seals d by Edrnundo Largatispada, I and Henry Hattem, P-E. LarpemisintairripactandoyclIc loadings per Protoil TAB 2UI & 203 as per section 1609.1,2 of the Florida Suilding Code. Test Repo rt prepared by American ToOng Lab of South Florida, Report No. 1 1 2101 -1 0:, dated November 23, 201 0,sig nod and sealed by Jullo E. Gorizatez, P, E, Tensile test report No. 9CM-`198 by OC Meta#urgical, Inc � dated March 13� 2CM signed and sealed by Frank Grate, RE, as, per ASTM E-B and Tensile Test as per QC Mela4karginal Report No, I OKM-1 318, dated Dec -ember 1, 201 0 signed , and sealed by Jarl JlacOano. P.E. as per ASTNi 2'. UUCTUIRAL_"ONEERINJ_C��, Cil 24 Gage Galvardi Steel Storm Panel for maximum panel length Va. design wind load, as well as maximulm anchor spacing vs. design wind load and panel . lerl based or. rational and comparative analysis, aninl in accordance with section 1604 of the Florida Bu!W,Ing Code, Calculations prepared by Tilteco, lni;�� dated 12118TI-10 and 06/27!13 (forthis revision), signed and sealed by ilittalter 'k T'IffiL Jr., P.E, 3-MIMILEIMPA 7 RESI-8-TANICIE, Large rri�I Impact under section Ill of the Florida Building Code, as per SSTD 12-9c,, Standard and TAS 201. 4-t.YVW-P.L.O-AD-$-R-E$[$-T-Att(�E4 24 Gage Gallvanized Steel Storm Painal has beelli vertfied to sustain wind pressures, M&YIntil panel length shall be asindipated or, sheets3,9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-176. k'aAmurn Anchor Spacing shall be as indicated on sheets 5, 9, 1 0, 1 1, -1�t thru 16 and I 8 of -16, of Product Evaluation Doc-ament (PE.D.), drawing MO. 20-175. , 24 Gage GNivanized Steel Storm Panel has boarilierfled for code compliance to . work as a, tion-citirous storm shnitter assembly, as per SSTD 12-99 3tandard. ­ Ir - - . C 'p-, ­ r , 4� le " - V�' 'ENS� �,. , ,$ , , e % � , , 1�c��Z�Z­,_ � -1 - � _� -_ - . , - ' -_7---- /-Z�-� �_do__4�_"67 `� � � ," -, Ax�w: 4 " * / Ilill STPTI f O-r -* * -P'. .;,$� 4 ,T� _ S, ,,��,IIGRIOIII I - '� MITALLAD-Oft ihos,tallation shall be performed strictly in accordance with dattais. indicated on sheets 3 t1hru 8, 12thru 18 of 18. of Product Evaluation Document(P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, i 4, 15, 1 6 and 18 of I 6, of Product Evalvation Document (Pl drawing No. 20-176I I MKI71ERLA I AND SPECIFFICATIQ113; - - - ii CS Shall be strictly in accordance with General Notes and Components Indicated on sheet,l and 2 of 1 8, of Product Evaluation Document (P.E. D.), drawing No. 2111-17C Anchor specifications shall be as indicated on sheet I of Iff, of Product Evaluation Document (P.E.D,), drawring No. 20-17& 7,.,LIMJ-W"-N,S-A-N-C)--I�-ONDMQN F 5 gf_QW, 71, Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on shal I of 18 of Product Evaluation Document (P.E,D), drawiling No. 24I prepared by Tillanc, Inc. ands,43ned and sealed IV Walter A. Tilill, Jr, RE '7,2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7,3. Product shall only be instaheid into poured concrete, concrete block,, and wood inime structures. Product Evaluation Report prepared by Walter A. 11"hilt, Jr., P.E. (Florida License Ill 44167), President clifTifteco, Inc. tFlonda CA-Ol, 19). "Ill NI'll,0001inlifil ,is, ,�N,0;'k%T.144,XN% 4.lo, "i4i, -, I',- "/,. :v�.,:L"Pti ,� ;P,_� I'---- __ _ - � vi '1� 11 Tl,!III7_� ----r .. �_ -- _� ­­­ f=­ ft,741,41-1-57 '� S -.1 I lj�; � q I'l- .,-*r lt�li , * �, * 5 ___ " , L - _H:�s�. __.... � . . ....... . .,I. � - " - _� , - . WITITILL ,,, �" I ,� ' I - 0 ii, TI LLTE,�'is jAgli W REI00F= , ?, E. RE FORT. 2 0 it C LCTtIAL 404'%'Il P rs, L �,,4xolr .. - EN , m - � GALVANLtEDS"��$70ROPANa�ORWC#20-i�6�,"P4DRT*2"?77-V �_-%- 40W ". i�;Ili_otnw `��q .,- ­ �, 'A" ­­,s.r. il i all .l 0 ON A 11- v- Ii 1114144IJ11RINION110 . - 7_ - I �, 1 --"4,, 2 , /4� sli A/4, 5,I1, 7/5, 1 1 - 110511/111), nw/1"o, TVyj,,Ii�1I,I sAlich I TOO, 6,I I-P W I 5W/10, 6IN/191 & )II, I I r I 9 _- � - I " Ell i - - - ___ Ail IICR COW.Vit SEE 511KOME 1_14 S141171 __ � _ . I - ______ - ___ I � . I. , � .. ir -1 wow SEE SECTIONS Of Isem TO & � i E . MIN i . I . ­ _. _____­_­ � I ,IS 0 1 11 .. .­,l ­ - - - � � � ...- I ­­ . . . ....7 � � I4 64�k -� :--_1==_­,:­__ '.7 ­,___­_,­'­ 1-11 �777 I.� � H.i!h . .... . 1. .. .. � .. i t:;-t1--(D,(D�6 1: � T I . I I � 11 � I � 1- � 1 1 � �!, 11 � I I I --� '' I � , I-, ­11 i 11 H-11­11. i i � ­ �, . ­_ ___ �1� .. .__ �__ I�- ­i------- - �, �' - _­ .... ­-, , _r "I -----_I-., " ' ' ' , . ' i I, �) - I C4 � � ,�'4 , 2 I � I , C I I ' ) , � I � . I : � r I I _ @) i� I : � I � 11 � � i � I I ! � � I I I I, � I 2 E I � I E : ,a I I � � I I ; I � . i r � ; . r I � . 1 � � . 6 ! I : � 1 i � � 4 � I � . I I L I � 6 4 t i I I � � I I I I : [ , I , C I i � r . I : I � t L I i I t i i I i 1 ! i � I I I 1 I F I I it F 0 i7 I 1 � I : � : I - --- I � , , � � ", � � 1 � � - . - �­ I t � I i t � I . I � l � � I � t 1: � � ! : i - I � � - I I IT— � - r , - I j___ i , i I I I I ; I � I . . i4ill ; � . . I ­ L_ - , " , � 1 �� . - I I . I � T 7 1 - I - I � 1 5,: 1 I � I __ ­ � !I I I M401 � I I � ; : � . I q i � � I ! r i i I t : � ; I i � � i � I I � � . - - � � I L . - - - � 1 t � ; I ; , I � , td�t I � i: � �11 i TMMOUEVI Pil � � i , : rKil I I Pillidi'n, III �/,41111­nill,,C 1- � . , N101, 1. � 11"ILT W/ 7/9' It ll,/nn' : � � �r : �, isil !;;:I::�i�!1[1,11:11�,�����,l����,�"; I �,��Ili � , - 10111,111,111'�:� I n�A� ovyllUXII � - � � � � � PtTM,K�lltllj I I � ,) : - : � � I , (SU 1;�CROR% AS APKITTAUL i � � 4 4 I ; I I I I : � I I , � � I � 1 I I I I � I i i . i � i - , J. , , , _. 11 � � - __ I __ --j- ____ - , I - __ I - I � - - Ll � ' � ­­ , 1 j 1 : , I r 1 - �� - - � ­ - T . I � � ! - . --- I - __ t; . I i I I I I I I i I I ED I � . . I I I : . j � 1 1 1 I I I I I �z 7 I . � I i � I I 1 : I ! I 1 I : : . i U I r I I i I � �: � i� I � 1 ! j I � 1 i � : I i I 1 1 � ; k 1� , 1 : � I : : I : : r � � z � � : r I I I I I � � I I r I . � : 1 : r I � : : 1 � I � � � I � I I i E - - ­ --j � 4 --- � "I� � � - __ -, I � -i __ --- __ _ � i � - I I 1) � M . � 4� � I ll � -4 ) L, I , , ­1 � I ll� _4­ "', � , � I � '� � . I � I k � . i - &_1L � �'� -I k I ,�� � E, - 0: I ,';&� T; - Q� - .2 � I r 1+& 04-C. - (�)-, I 'D I - - 7 . , �' MR, Till 2/4, 3,i A14 � 5/5. 7/5, - 3' VAX _ � - IN � 2110I / I o, !A'I'llin" 'tw/ol � oiw/I(L rl _0 6/5 , ,C. �� �ITXI I� I SINT/ I Eli, 6 W", I 1, 111 'll, I 1 ------- - - AINCHingn MIR CVW�CXE nu Toboll ON S`KtT1_ 0 k � I - c FOR W_-__ iTFF SECITITTI M IRAMS ITT -_ 1 - I I S `_ L 11 , � 6 �, _ REQU LAR.. 5110 R M. ,eAKE L . ... __A_)�_?& 1i1jtt,_WE`Mj1QN. I Il Ls- � I ,6,. 1/1"4- - - I , � - C� E,iiR�Ap .$ 0,111 ii - i . . - � - ]IF � I - , ,� - ti-i''..,di Pi � ..... �,,11111I;X;4 d � opp, V, ir-,-Ij .1 . . I� -striF III i� I%. ,,,,, I� - � I . IR , ­­ 'i ������������,����������il��t*,,��-, ,I�,IgW­­­_1TM1 r, ,I, �;�­ ­­7. E _77Z_­t� , � , "' - - � .. . 2 MIS, � _.__,nf.!!.i�1:,,, - - - � 4_7,_N��___ ,le_i; ./ I � N I ii T 1, 1 � -Y V--/ IT '14, ._rl' - ,/ .. .. "i I to �li I. % , I'TT, _� i I ,� , I WAX &AND - " N - � ii I'. __ 10ANZII � . _. - " � HfIgh vEdiolly HU - I I A -of , ­ VLGRIDA BUILDING CODE,� r Icon. 7i . To .I----- - 1 " � I ; , '�, � - �� YUMM, M � 4"Atie U z N't SAGE GALVANIUD STF-EL TFORW I �, Ill I = � Fill 4 � ; - ", IF I ­­,""', `,_­'_­­ ­_ __�!�__ � __ � - /­-­­;;��­"� )ININD . 1EQ - * " I I "' 5__Q_L�, -MS*!: hil .. � - � 1 71 [j`j_C 0 , ii, ��, GLOBAL PROTECTION PROOLIM I I I N T'S. S ,ni. it rAll __ __1 --S / ­ ` I , 1: ,P % . - _ XL . - --- .�, .W st, �, SUEF, I �Gigrjs- , Ir - I 4� 0 - I-IJT ,,l a �1NE,E,impV ��, Nil � ='N 20-1-6 I I . " _".-, . Q`,N_1_.,_ �__­_._ � koili`.,�-U% - - . . j � I - � � � . - ". - -%-I-- -r.--- �, - I IS,­daw �_­­­ ,'IN N� �N I NT110;61161 111"w"A'we/. XTX,rER � IT h, ­___­_._­­ - � .. � .. ___ --- � ____ , - _ - -_... ". � .. � � .� - .; ­­ ­,.. . . . 11 .... . . �-�.��.,-".�,,�'ll""I�1.11,�1--�.�-11.�----"�,,�",,I.---- FLOMill I I 1. 1. . _.___ __._1­­ I I .1 I � ... I - INST .-PET __F1M3= �U A.I.R.-TANIT11.53, ...... J'�' A__ijig I I INI-QL-EMS-1114-G� P-OUREti..,,.,C:QN-CRE.TE,,,Q,,R-U.N.C.R,EI'E--BI,X.K'.-�.$IRQ�9,IP,R,E,-5 I 040WA1_1 pilf, CONCRot SEE: sal ON SHEET 9 - � 5 11 .-MIN" 4:04LIRE'r lol CONCRET" __ ____ � ". Nil SU 9MW-�- ON SAW 12 4. 4 i .. I = - C r OR V*NCIRVE EN il ­ft CORE" Ell 3, --i 2. Iii N" 4.11 REOVII CamolFilli molit"TiTT, (w,rI r';NEII,�,", iih REWRED - alTi A11*005 flow"fl) M-RE4. INIIN'k-S " Nii, PAN, V%SIl -T WNKNX. `0410' , i0ii 1, 1% Ell will, I' W� ,­ - ­_ - - - � ITT 9) i TiIflil ;; ilim wxnva 00 ,�� lirwill Ti� I (Vivir scmNiiiiii: OR 911-111tirl' I CI4. r $0 -WAI I : � ir .­ - I I � ­_ If � '74 � � � -* " - "i 4- 1 , ­7wi --I - : h his : : TEN T r N . - __ - � i - , \ . ­ __ __ i lin ::� . - r i t � j 1:�� ­­_­ - -. :: ,�; tj �1[1_ I -, : I I, ; � jj � T � , . I - I � �i I � �� , L . I I T, , I � , I , 1 � ___� L - � � �� !q f " i I i � , t I . t I I I L 4 f I � I I 11� I -� .11 : I I �,� � I I I . , . � � I f if � 1 1 i 50i, , , , " I � g; � , J� r I ! I I I jr ! I �_ I .1 I 13, �� i I Ir V � : . - 11 I � �, I 1, f , I � I � i �_ 4 11.1 1 :, : . I 'IL - �: i '� � � L : L : I � i I I- I �, I I I � . � I � � , " - " --- , -a I 4 , I I _�___.4.i_ ! a � r, ,� t�' ! I , , ,��� i � � I _�V� ' ' � � �_`a , I 1� 11 � ,�� � I 1: � I . - � �­ - .- f 1 , kL -1 & "16 1 . I I � � I ! I ; I I I - I I � I a t � . . � � i i 'E I I T - -i n . 4 z � It- ' 4��,, "" � " i � * � I a - .,. � - I : Ili � . . i "�`l I : I ,- - -1 .� 1. � I I z �- mr iii,l-IiIt, -, � I TVI�Q � I � T- , 00 - � : �, iii, � � 'IV T p; ii f I _ ; I ; i 4- , � I � ? ,� � I . � " . - � , i � 1� �� I � � i� i; ��� ! I T I I - I . 11 2� ,I ;E L, I - � % � I � � � I I I I I . I I I T ll� :ii : � r Nk I, I I'll -WO � X I � , i ,,I �- I�E� ­1111"'hN ,lB Z, ,,,�, , -1 T . , __ - : - 'Ti Ill ; � i , . 1, -- I .1 , I , , � i 6 1 l,�:�,�xz 1, IT, i �, 1 1.5 ­ 1 1 ? * � li I . . ", 1 ,,, I 11 X �,p.­aw f, i ;"a-111i � ilie , I , i - � I I �`T�` 11 . ` " , � , � I � �, � , ix 11., � I I , - TTX I t I � � � : I -1 4; I I �, � NIL , N 4, I - u S r_n,iA,P I I i Z � I 4 A I � - __ - - -1 1 1 1,� � �- i I M - � Fl� I - ­_,­ I - __ ____ - - e 'I :� ,�-T T ­­ r I - , I I � - �� : �� I 4i , I , .. -.1 Z4 � I : i � : I I . I � I i �, 1. I 1�4., � i �- i:i I 1, T " � � :_ . � � I i ?�: it I � I � � T �I I'll � I "I � _ L­ � . 1 " . . an - - I - =� Z � 1, I � ....! ! � i ��E �! 71�� , I �!E���., E�� ­­­ !!�!=!=q. 1­1 t � I t I � � it �rtrut t . I ,. .1 �_ i � 19411- 1�tl - r 1i I I I � a .. i a� %� ltdKi I � '1� li `-r- I � , C Nil . � � � , , - -it I , 9 , 77777 � 1 I , 7/2I - I � I I . � " � � IT WIN. ­1 T %. I , I. EP �, � 1 - I . 3 ;CG-�_ I , I , '� sm � � . I a- ',-- I If ,­ I � "i I I -.1 r , I I .- ��' : h � I J, % E � T P � ! 0 X� §, D, Nil I $2 , � - " ­ - 3. � 'NNR kl- DmAh. ITIENT? I, XT, " - a - MILIC ON S lur, 9 __ I .- - ANCii FOR CONCRM BEE- %--- 1� _____ __ __.___ � I M N=_ SEE MC-90i ev VEV 12 - ftEQMR_,sT9ANL_eAAL_- ci) &_aLnxyAnQK � I I I I . "01 � i "I I 'L I - 0 i[�R I ��� � i - - , , , , 9W a I, 'I, � ! ,% 1 i I I! it", � , R l � 8QN,E 3/32� '� yll 11 C . 'I, ,, 41 'T -I- [ '� _;i� % . __ I I 1. T - _, __� - �� ,1. ll.��_ _ � , � I , , � �, I, i T-. "i V "I'li, Tim GAP � " I f 1, I t � L __ � , � . T I �� 1 I � t V,47" = i _ -1 --- . , ,,Y�- I i - I � � I I � � ,! 1 . �il 1,14'-200/4" �E - � w z li�;/3 , �- ?I� .- " , � . I � � - ­ I INO;. amzo!�!Loil %AL" 4 M - - ________ ___ - V I IIIiiii �� -�-Rrs,i,or-III I_ , 0� . yf - C�I, - -_ . - , �V,_�_zm .1c,ri , -\ - s,�, I �_/ _/� _/ QDNDWW l"t I � S, t I CURICTOL1. ill III SchMAE "i �j r ji��r ON %Nlp�"t IT) � -­ , I , XMIC sip : �13, W, Ma Xa scfw�,z - T E� 1T TAUT 01 , 10141:11104� Opt =QA_k-_B_fj"0.l)- POIJI'l Ole�mo DIT . -apa TVIETC TA, , Nuci;K TIL01" � 'i SCAtf 3 o-,1' I CONI RI lill!WRI13) RiD.Rill I 121RUI-AND WALLM0111111-K Aff,CT AND WALL MOUnK 29 M am ffil, " 1�� 9019" 1, 1§. Mar 311T.Til" st"91'. �/R-1' SU I Nillitt; " , I 0001 -i"T"044, I I I Ti I �,, .,. - _ � . , .�, .. , � .. - , . 2 ------- FLORIDA 00i CODE Kiih VDII:icellyy KW ll:nlriia ZOITI ­__.- - WOE In toq1ANW E,nIr r "-,F( scilinculu n,iT I ­._­._­­_.__ I tc:t ,rpt, ci��m!,IvIOL��, �OE.5&&�� 1; ID1, & hoTrinplill 6KNjXV,TNT'_1 il RE I � - -, � I " No" 4 1 S r . , ; - � � * �,���:���---�,;��,���������,����, =_ i - I , 1 7�1 F, Z­r­�__ I, q,%� X , !, �§i I OWN _.�� � T ! 20 GAGE CALYAWEIN STEEL STON PAI ,1_1 -1. � 1, �, � - I ­­­ 11 1�11 I'll � ;;l " "I """"'"' " .. ....... . .. ... -, """ . . ............. . .. ..... . ____­ '' "'' ""' .. - 'I' / JTLTe ' I CLOBAL PROTCCTION PRODUCTS, I.I.C. C 0 � T� ONTION, INT � .­;___ `701TINT 0 "" A ` � n SHEV ?) colikil IN AJN"y Ahly 10 sk Ilm_-T&�Tlok. fLi � I ii, ,411,�Eyj�,jrhr4 .0 I/ nint � 061"T smw_ III$ 57l .­ �� �sji I - . ,P , t _ lokq� M MR, I ,_ �,� "" tcalm" * INXGIIVEVR� COWMI, " "" &�6 __ 20-176 ___ , I " � -.1 . I'll, ,.' .V, �,.,�, I I - .. All _2 - - � .1. A-wt (05-M-75.1- X. "12I)II64i - .I- -, 1"I'll f" -1.1 MI w � I 'I-" `��,)`rx h�moow _111110"TINI. - D'_O�" --= , ill - itz I - 11 11 ,I-, ,I I , 1 - I- i ­E7 , , - - a - ww - A �- 25 I L__________ _. .--- ____ __ ". _._.____.__ 11� . ... ... .. __.. __.__._.. . I � ,--- - - - ____ jm2n, -L. ... . .__z__ _L_ 1, ­­­ -_­­_­­­ -6i 0 0 _= (n -0 -Fo > 0 -6-i 0 0 I:) r- .j.....0 = _0 .- CD " 0- = 0 0 0- 0 " = M 70 a- . .M -0- 0 %V -I.- cn 0 -t=f (D -I 0 -0 = 2 -2 - = ja a) 0 CD_ = 0 3: = .0 Li- - m C:) 1 M 4_ 0 M > Ii - Cn QD L_ �+, CnIII,I 1E 2 40-2 CC -ol 0 � __ -0 = .- C/) < 0 4 z z W mi .7a " JUL 2 I gilluza Virtu Review Assist, Inc. - \_ Plans Revi completed and approved Compliant: with the 2020 FOC 7th Edition by oef�a Anne Klahr PX2300 70-71 O' , L44-- U) I Callllalllla M 0 01 " " = LU 2 < z z < _j 0- -+l a) (D C_ U) M > 0 L_ 0_ 0_ < -4-I 0 =3 _0 0 L_ 0- a) U) (13 En SHEET NO. SH 1 001 I "I ��m l4--, q� � - TI ,4�, . _1 "'L :;�Tli 4&,Z�I�d, I :1 L .W-.AL�,A,NP-F-LOQP.-.MQUNII-rv--INt-S-T-A-LLAILQt-4 � Bu ,6 IT I - 14�6 ­l, Ig" I � & �:,,I Ifief n1dit'liff 0 t, � v­'.L,T �im,m,!T Ill !11L,.,9TdxF W wTq ,T t, 42 J ji__ __ � - . � tE-.- ___­11 .Sf-'U jl__EAN ELS -1--­ 1, - F ___ . , , , 1�1-r-& - � -- - I , ", I IT d, ,,, � I I - � .-L � I - -, M�� 2Q � �% ; ki 1�-� d"% T, I � e .10 ., �-_ � Zto � 'I - P, I - - 1, - � �­ I � 'i, �, __ _L ,, :; I I __ . .- . - ­ .-d , "ITI", �, �, , _ - _ "�' �T�.­j�­,,­�.Ittj: l Ili �- ­�, � -7r- Z)��,* � -- ,I _­ ..... - --- - -,' .�_�F_411�'�T-dd- . � . � ", � - . _ - ��. .1 L _,.r . I . I - __ � �� �� .T �.. �_ �_. _r__� �, . I ZPE13W� H - V.-I V,i: � I I � - ­U �_ '6%1, � - - _ -, � I - i�� �, �� "� , T IT "" � 1, , f I : 'L [ I- I 11, I I qLTV � I I I T , , L , � : t I I I, - , - I � I I I i� :i: 1 � i I I � � _- - 9 , 2- 1 �- � ___' a - , � e* �!�L Id TrTal I , � I 1 I 11 1, ,,,� ­­­ ---- P, .� 4- , � I .L,I�l � ­' _[`� ' I , �11�111 . 1 ! 0-V "Lled, , 't, ,4�: �� � �� ll : I 17 -, � I , z : -_ �; I , " I c I . . . I I I B L , , l 1 k � z d1j, � ' L � " ,�: 1, Irt , 1:1 I I , � L , � � I , 1 � �. , ir I , � I cb, C , I �, Ik ; , I _.] Tl;_�AjCamdddfl � A ddjfpltdtddl�j� l�, WITILTI1, I � 1 d � - "',4,,,, 1 , I I 11, I I r r �'� :� � I �: :-I , - I � � : % 11 1 fj re , , Ill 11 r 11 4 , 11 ��, , , � : III, adt''T"d, i'mit Ind, rid � � I I! �j �� � � � I � I � � I T 1 j ,, , I k , "I I , , - , , &/ �; � ,� , -RIT111,1, I� I, - � � ,_ L ­ j'�- �ddd dt'd't�, , "� T i , , , ,I I L � , � A id 2, '. �I 1 I i � , d 1 '. � , ,,-� . . . . t TLLl L : I � $ ,t� - ­ajC�- - __ Lm� _:,,r jj_ I 1 � I 1 � : 'W .�­�g I � , � :, � I , I � , - . - I � � I I I - tvli%, Wwo I, � I. , , I � � � ­� f , I � :* I : , � 1 I I L I I ,I I 1 1 � I 11 I ,T�, %�`Tdtd 9V %, 9�,,,,� li �It��: hi,_ �t� tor� I diditt"I TIT � I � I I � i I �� I � I I , � , I � !, I �%,.z.n�,t, i , i - � v� � d- AIII I ... Ill !: I , 11 , � ! � I I , � � � i f 0 - - MMW .:Ill Mhl I� ql� I�, d, I I d I � � I � - - , - - �1_ _��,;_-,-_7�,­'_ M� WAIT, � Id! T 1� L I 1 I I i : k - c , , tid, WITTLI1 I id, %did,Gdd � ! 1 ; " b L, : �: i � I � , I 1 , T � a I , � i I U�ii Mel I didd !I � � 1 � 1! � 1! 1 � ,I I I I :I `­ 'i - ­. . 1,2 , - X� �,­[ ,td� Tiddittrif i � I , T 1 I I � t , : , :1 :L __ . I- del - � 0 � P, I TUTIT I L I � i : I I � :I I I I � I E � I i I I I I � � . � I , , ldil � �l - � ' L � I 'I 1, I 1k I T , I I ��. i I. � _I�JjL.� � � � , L � _'J__, I ' I I i 11 E I . I , I � L 4 f " , � 'i I "n � al 1� -1� � ��' ��i I . ia Li, T - i I I ,�`� I "' , , ,� L- '-'I ' I I _ 11 ��:: � , I'd " C -- , i �I� �', , j dj� L 11 �, 11 � , " 11 IT I - WT., ,,,,,I , TI,.1 A "ITdedddd11;=J�"111, IT, � l I I , IT - T,-mm I 1, � x 119Y h M�,;I1I1Qtq,,,lxd :T6 , l�,: ..... . .... l',� .. . I I., '', ad i� �l 6l tim. I � , i, hl,F III I I "� � T � 1 , 6c" T,� I` el�odjl:: 11 I TV ��ll, T, I , , ,:,,t__1.11l.1, l ..... . ­­ ...-, ­_"' "_ -�"1�7 ' I I ", , '' 1, � i piallitildd, �1 I, T1111111111"11111111111111 .. . ...... :1 T 1. � J�-�:�� ] � ,I ,���:�'��'L7'�' t���_ � � 11 i i ! _!!,di���­:�� � i��,-:;:� ���� I�,�__-_]�-_�: I ,L-, ! � _ ­ 1-it'.I.Lftlil �, I',, �, I ' ' j "I "" _ -=, il W fi­ - l . W92 I'dw-11 d1Id,,,,, didAddildid, 11:11' -, . I I �l ttt"'_�, lt� ITTIT1,11"i �_, , I I I � 11I I ,�,.�. �e"` , L , 1 � "I -,-,,, I I K *lKJ` JI. T I 1:11: I, o�t I I : ii 1,t, ''', � i ` ! I I �� �.i_j...�­�, Lj __­q��­T� -1 � I - � :1 I � I I , -1 - J �:��!:� .: I I ! 1 � I � , � 7 1 � 11L; _�_ , ­ M�.lx �,�tw�:Illdll ti�dr,Qnl, Ild"T I j � , �: I I T I I il �� ­ �: T'T I I I . ��: k.,IfRV* � '[1 . I :1 � , I I � � i 1 I 1 I 1 . clITTVITTIT T p ii - Ir ­ I __At , I22 T � : i J T 1 � � � � 11 , I I , I 6�1,ll It IT :1 �fd` I � i! = 'I'dw, , IT, i ,�,=14, .IT, Ilia,, , , � � , I, I - , i ITT! TdITT ittillIT � [ �� 1 " 1 �' 1 � I 1 - I � f 1 1 I I , 1 � :: , I I � : � I . , I I L I I , � j � 1 � I I �: , � � 1 I 1 :I I � :: - I I I I � � i �� 5 � 1 � 1 � � � � I I I � 1 � I T : 1 ! � I :! 1 : ! � � 1 � 1 f I I d! I , -111��Itlll_,,`�!,,`t, `�l �lr - ',I , ­ ­-1- - � � _. I L i � I I I 1 � 1 :4- 0 tell , I . I I I � � ::� I- T, I � , �i I : : : � � � 1 ,: �.... � " 11", I I , - =Np�-p-::tTly! m 11 11 Ill 1- �,F, - �� � 1 . z � Ir I "I I � I l' 1 I � �� � I � I 1 I i � I � 1 4 � I 1 i i � , � - ___ - ---.., � I , , IT 4"TriNolmn, �� . IT:"-- I � I I I i , , ­�L . � � , di" I ' I I : I i � I I . ill I I I � i 1 'ZIT", 11, !d � it I T �� ��� I , . W d i . I � It", : "I T, i 1 5 , T� 4, 0, ,T�t "l I 1: 1`11; ` Ii� �� � i 4 I i I , I � , � , � , , � I I . I . i ", ,dT 1, T� � I � I� ,, I ,� �!� 1,10� W, T, ii , 1 I I � I l I ; I � 1 1 I ,� �; 1 I E i 1: T:� ld ! , i I . ! I I � ` � I , I I I ,I I ! � !I: I Ili I I I I 1 1 � I l ,I 1 � i T i it I 0, � � 1 I I , I L , I .1i 1! � � d, Ili "I IT— ' , IL � :: ­ � I I -_ I ,dd TtL�dtd�d[ 111�, -6- - ­ _� � I �T�-� I� 11 T,�I,." �"L � .� � �_A*i - �� I - ;'- -,, --f -T-I, -1 - � , , � � t. ,..___WoeI Ttl`% i EA;r %�IJ14T, L,I� I ,��, 4 I iL 11 T � � � 1 � t � � �. ­ I 1 'I , ia ­TTz�� I 11i , I �� rl� �" P 'I", -VIT'D dl, 1. I i I , , I I L . i �` T� -W -jt �: A/Z t, I, i ` I " , - !1. ­­ ,1L, � L �,`� � "�� I F Ctj , i . . I � i i -A , L A IT I I A , I `�"l Ll I'll I I [ It 1, "I ' � �1 1111, I T lij " � � I - I 11 ��,-, I I 1� I j i � ! 1 � f A � 11 ,I TI � . ___ . l , i I I I � ,�I� 11 - L L� _�,j - Lid J, .J f__­,.__ ; -_ - � j­L - "' ' - 'JIT p I a , . 1 1 � � �� ill :�::��,,�i,,,,,",,,�,���".-.�� ,dflt.11 ...... _­ , '__ - ,III, J,di I, "l el"I'd 1,11i r "I I l __.. A i �_,_ " V : � I [ .. .I It , I I. , C, 11 ...... ���,,i� l,' � , " � 1, � I ��� ­,� - - - _=:, I _�,., 1 7­ 1 � ­ -I ­­ - .0 � �_ - _=� .W1,11. �� I 1 - l , ,� � "_­�_ - _____ ­­ T 1 1 ; r, � -- -i�j I I � l�,� �� se= : I -11 ��� dii: a , � , I I I 1, � 1:11 Ill . T� � � H I : 7� - � "T � L ' , L I � I � - * I C , , gx Timidt"I 11 ,hd N 'll�didl l �', , i I W�,- , di't Iii'd t dml,[,,�o 11 ;;­ � � , I'll , � � �.. - -L , ."­ " - " "', , IT, �, - _ __` .., "'It - - �i �,� , � ",, " � - � � I �I i � -'r, 1, -a, -0-111 P i I, , UUMION UlUggi-x 15 - -M-N-RAKIL-ELEY-AMN I F a ( � 1, eeddd�E 1/,TT�­ W,mf Mi 9".z=16 woddx dl;dlt`�T, '_ :I L I - J 4�llllllll�l m I I � " ­ J­ ­ f , -, - I - - -f ­�-'! ill 73-- W Ig M I ',' I !�, �,T', _2,� �dd,. vollml __ _______1 i I %l del I '14"ITUIPM 10- i ,___ ] E rpg, 'd , KA40 TIVd,l`idjd1I ,I Ix 6, I I " , � _!f L-r-1 "e,_ !r � _ � � , - I -, j' ­'L � - -"K VL,ludil. - � . I ,� , ��-, , mi el� I- _____V__­_____ � 1, , - IN"L ,� IT", : 2- � IT � "'Itt, i ol,�11,�,I,",C'e, , �T _," __:__.__ � . ______ " , I , "" I, - ,T1 ", i ,� - ,�� 1, d"I", L'�"g I � rk Cd?,'1,dddd�;, , I , n=,?.v" ,I , H, : I , , 1, , I, � T �.� l ij� �", i,_ CC � , 1­ 1"`�'i,, ,-�­ r-Tt.q. "I'll"k, �[,!�'-lo '_'-'DL", _ ___ . " , I ..... I. 11 d,T, " � ��� 111 11 118% I'd,, � I, , ii, C,- 12 -_ -,-,---I ;il - I,/ , � - �-J i I ­h IV � � IF , �, 'L t1IIIJ � if z 016� Cd�,Id Vi * 'l I ""'itz"'ll'tTl - il ItT IT l ittli -, " '� �. 1% 'It, , I Ir E - � 11L 11 4­L­ ' ­­ -�l � �1:'C� I ­­j A, � ilde Il 4'�� "�, Ill I __­, ­ - _11l."i,ell, I 't, IMITTLITT Rd A Tl , ,,, - �, d � T I, . , [ I .. I a, �, ' �67 I S .- A Mr, I I lit, IT 11 �l� NILL 44 1 !I� F - __ " ... : " -, , t I � * ; CL 0 Lk' ' "T" d 1:1 I "C' I � _- I � L1-_!_-:, - , !, , , .. . . , � J f ,* � * CLL ,kA CCTCI 11 U11 �l i 0, � CIC � � V'! �,'TT, I III 14 `L% I 1: , T �TSL"gt' P44C Tt", dit d It IT T,W; ,, , ': 'I C � C I V� C I H Ur I a , 1�1! , , :I T, d, I L , I ll� , R ., l ... . .. � ,, � �,`., 1­11�1.1 11i''.11"...", (t� !� ,. �,l,� �,� C� ,I IT In "'Tdi�� 4111T Ill :!it ,-,.-"",-,,-,,T""-"�,:","":-*,-", _.­ � - .� ... .. - `7 it I -­�l l Pliml,11111 .... . �p . .. ...... .... . ... 111, . gTolCutriv d1T,ddK ��` "I �d,d;l � , dt� I . . ..... .... .. ltt �, __ - � SQ. 1110M.1 eldhil T11''Cid4" T9,11 do,ji_,,�* L,w d,,9Tl it I" :T&T "i idt"e" II V, ITITIT ' if I'll T.Dr 74"I T I ttl� IT1171frIv ii, ITTRI TIT �Itdf nortieL tt;� TIATT"Itillt, IIT14C P4T.te� CTTCNdMe WIT' tiler jl�CT # CCI`Tdw� � � ­ - __ � I ____ _____ - -1 . � . . . ­ - ­.. � I IN$.T,A4.LA:'I!Q,N-....,D.,EI"A,�Li�,,,-MR....ELE��9,9,,LA-R..,,FA,NE,L!.5L',�1-1 _&.116 , �, . NM. ExJ:WN1_W__Q.QD_�S 1&U_C_1_'!dAREI a �,��tl=`Id=�u, , �, T , 9.".li ;�a wdleold: - - - � n'� f if ii �ICT.d, T T I - 7­- i, t j - � t,tl L " T Y _­_�_%M_l -L 0 � . !�.. II - I -, . - � - �� 7 ­� I fI I 'i J.", ! I I ['�, -,-" ME �11 I I � i � - �� � - f I I I., � d, I I K T�VlR � I � I I I � � � ­t, I I I I eI n� � i L .41I , I I a - � � -III, , F, .­ P � - vl� � I I I d� IT ..T , , I I .. . . .It", .. ,, -ld `d� _ - I 1 .11" I 14 ... L "L . - ITT; W, ­ I " . � If - - T4 6, Km I � - L, < 1-1� _ I !I I � I � � QL­ ' � .WA"_AfQ=M I � .. , . I"! I Lr_�, I 111L MSTAUAILIERMRVL�aaf I !I 1 1 I �i I I L I �jl � 1. d I ", I I 4 ,, I L I I 1-11, -, 7' 'T� I 1� ,, CCALE. l,"dd, - T , i ; - I . III L � 1 -4edell n L I p � Al C11 T, . � li��! I �j - � Fl I 1 -1-di, 1 _j__-_4_ -i- I _- I , ­1. . . , I I - I i 1. � , � l � I VTI dw� �i I - ITIT, 0 17 �� TI't -T&F,"g,ld I� BUILQ=01a-mi I I 1, d'o-tt'. 11 1: I 'l .IT, �� T: ,V ,�! ��;� jil - " tilizaLAI - -ALMMI I $I , '' , I "d "'ll"'111" '�' �'11`1` � ;�, i Ml tYe,, - I* - I - - _ddl IQ 961AI - ALUENAMYL2W WAILIV, ll - I' . I �� ,ri$T,ddLl;,ATCC,p4 ARC ONLY de ,J�T MR SUM'_�_, WITH di J)"I"'CiA !TT11M ,JP TO 4!55,5, -72,0 aa'-`� AW- PAMF_!­ ��MGI`F4 vill TO &­V, , Z FOR 1114W eirdicX5 CF",A,UF VJNSMA7nh� WDW UVOLA MF TO (k COU11,11PSN I r "E, I CIO 24 ,�JlFd� Ji 111TY C`F' D.le" W,I Eoet�ii � =��.=;:��,!!=.�l.-..".-.��'..-__--_.�,- txTIEU, ����6�E�Fi�-I,Y;477--�K-������;7 - i I I Too CT, �Carmmt mctdi�ril Tzis I Cit I Ica ditmeM dd-� No, "ITT , lC I I :N , C�, 4�dr' AI i idd TITUIti PFC i � :t � -1i �, . I , I I", , ''�����,�11.11�'ll-l'',��,�,�,���,�-II.-I'll.111,���l".�����-�I -.1. I � . ­. ­FF­­;R­ ... �_­ �,�ll,-.11111�'�'�"IT,.Il�ll...., , .r. ­-__ 4­1­11­141 ­­­ �! --fi., fli , �Iil I I, 4., -.11 . �, I'll, " TT- I I dtd,§ I 14,1,� ,4V." le� ,,,,I, � , 1 1 � 1 II1d.T edId, ill"T", IT .1 ­ ­ ,_ L `." I L - - - I , ZM,� I- A Y , T'T d, iddit It . . . . . I� T1111I ... ITT idd "W"', l " * - I , ��! zm-- . � f, ­ f, - - ___j W �� N, to ­­ - .1 - �. 11 I � t � I /I ,,,,�11 � ikll �"­ � "�,q - 'I `­_ ;;;4; � I � I :: " I "r , � j i , I .. I ��� ���� ... . . � _ �� � , �,I�: � I., I 1 e "A., , - � I _- I ,,I, I I!, - 'i I F � ,� I CE � _j -4 1 ��, E � 11 i � I !:I - . j I , ;7�. i ill �.",, ldd,l� , I � :1 I . '14�� I , I ', I *" Iddl ,_�,-_A I ; � I z"', 1 , i -_ rl� � I, 4 - � VITITITI I .- �.. _,Ul - � � �, � � , , � , " , V , m; I �� .Ida ;a I I � . T . I 1 -11 11 I . ___ J'' ; 1 ­­ I— �� jj,� 9 I , �� dt", t i 'i z 1 ; I - _l - ­_ II �� j - IL � 4- I t __ ,� � eE ill I - L 1 1 � � I I I i �_ Z 5WA-_ 1 � ,� ; 5 7 = T i � ! I 6 I M �Tdt ; � : I I I i f � 1� --�T' � - �_ �.�_Iu � 11 _TI_ � ,�-,4:1___C_ I _­� I _,T I I a r _! . .-�, IT - � , . -I 'n 1 � L I" t-11 I t N. ! _11 , i 11 I � . I --w- - E it � I I � 9 11 , �JL I I it I If � � T,,d C . 0 4 �- 4 I,- � 1� I rdr r/F'­ � � � _­! wl , I d I TY, "; � I 1, T, - II % �111ITITTTTT ",V - 1 d t , �� 11dirip", I'm � I 11 � )l � dilo"did" 1111,11m, ;I` � :: 'I ii� IT Ilik': 1 'L � I , �,Il, T I .__ _I I A � I 11 - � ITT I 11 l, IT " d, j".1 �: "I" "'.1 d�lj:ITdjTd I I I 'I �ii 1, TIL � 0 1 1* I I ���!:! .1 II I�1:1 Ill 11L � - hi 2 .11.1­111� I. . ',I 7 - � 11 - = 7=� , I 11�1, "] il�d ...... �Tt,�­�, I T­,rn�-Ij I , .. _jL,� - !! 11 j I � ' 111"! - T - ­ 'L � IT ,__ L _ "� pi I I I 'L _"i 4 � -- 7 .T' 1, T"I': l"ITTIT L TITT, I- _T,15 11 .. I i_ �� Al T1,11 TVXI�lt .11, 2 T - ­ � ­­ ­­- i I I - ", - - Ll .... l ­���, 1l 11 l j U MA A 11.90 MOUND&O � I W"I - 1. " ­dk.1WQKAQdalf3:W, I 1 X&AW J-NV.6J.LADDM._.= ALURNAIME 1W �s,towdi AT TOP IS LICITITTIT, To +�55,5-67 D MICK schl"e- ITT*' -, T. -S � I - 1 "d I �3, X51GIN MSSAE 9AITTMIZ, A C SeAl ly, . '. - "'I ___`�_Jl _.___I��, - I. . ,n, J : " - ;- ­ I 'ELPIaLm""fial M a.TALLA.TJ Qlf.= � ==S_ aft Kild r: dy"Id" , t " I. .. ...... ­_____,___­____, ­­_ ­­ __ ,_,__­___,­­" "­,___""­ ," 1"I ­­L . ..... --,-- - - , ___ ­ - - _­­' I" -111"11 , L , I'-'-"-- _­_­l",_4___'_,­ - _­_­__'­­­­­,_j i IMINIT'll Addl L'Ted2krX, jkbrMl fl`Tt M�`d AW110i %r2, _W�`U_' CM IT � , ___11__­_­ T,�Tl T I I __ '.. _­ . -11, ­ � ,VE Seeltiltil't om- . ..... IdIm V_td��L' " rw I-MW nIle%, Idef U�­, -1V �,TdL , T'. , � � �,C ­ -3 41 dt, 'T, � C W.T_ ,- -x �--lP� I I (IT01 I No DIC"', dC, Al ITAC15 � seo�` i r . � " � � �� �__ � __j '. I � $/4, 2,14� 2-N4, 31/4 od, V/4 r I 1, s , 2 & vot"TITC 15 I 1" .d. � , r '­�� ������I ij� - Cj� l MAID Le" -,I �� - � _ FISCU'deDt r :�Mlvl ____ ,­ - I ____ - TdI1, q " 40-1, -­ ­­­ ,� -- ---- � _ . ___ 'L I � ��' 1 - __ , A . ­ , , did I 1� - ft__ � " ­1 :11 . �� �.!� . � ...... � C51C , , 55 � ­_ , , "' - , __ i� T ,� , ��������:������7�������������""I� ...... �dl I, � I- --- it., 0 � ­ l ­rr, � I- ­­ 11 - - 11 ­4 L" I-L "L= I q ­ - 11 i --� Md'. � - __ 11 T E"�'�Z;4� 7 - - � 4 � -1. L'; L, I T­ I 1­ ­,­ ' '"' ' " i , . 4 ... � - - I - 1 - � ­ I � . . ... �r, ."I 11"I 2 I � � � 4 1 � � : [ ! � � � - - I-, I I � , �� � . ! ; � 1 � I 1 i 1 i 1 � R C 11 ;, I 11 I � :I T � I " . I I , 2, I I i -�+ `� , I F . M��P " i I 1;1, :: i � � � � � � 1 � I � I 1 � 9 � I j 4 L ' F 2 ii I � � z � , i it - I Il � - I � (,ZI, � I I ; I � � � I E - 1 f , I � F - F i i � � - 4111� � �TT � � dAill I � ! � i I I 1 i �i 'I " IT " Ill - ­ - , , -_ � � � , F I � I L � T, ItTlet IT , I � _� �; 1: , " -,I'll 1-1" T � I : I 1 1 , 1 i , � 3 , , ���,'�I I i� 1 � � � � 1 1:� �� � - � i � ] � ,I, I , I 111, l � d ! T d a I , , � i I i :��',j �� I "I �, ���:!� - I : � I 1 � i I � I .... i I I T I I 1 � � i � j � �� : : 1 :1 1 i � 1 I - , , i - , ' 11 I :: � I '� I � � 1: � ;_!� I , , �`: , I : 1 1 1 �� i I � � it I - L I I . �T i� , � �i �! � � I I , , I � L�,�'­,-­� -,, � � � !` T 1 I I i i I � � I I I -- , 1 I , L � ., , , ,; I � ; IL I ,;.dd..�,IL.dt�� T i �: i I - � ! 1 1 d I I !I I I : �I I �I 1 1 I � �� '� ' � 11 � r ­'' L � ,� - [ 'I � L I � , L � I ;it I � I I I I I I I F I . I dr- - I - . I i , : I 11 I I 1 I � I � 1: I I I 1 I I 1, 11 I :1 I . p 1 1 I �� ��� I I , I . ll-4" �� W�� I - -det wd,luodlix ON- I , 1 ft�IL I V " I �Itdttlq 1111 iA'Q1 I I I T"ItIpilid, dndtdge� 1. IT I'd'! TINIT'Idd titild,Q11 I CT111, T, III f L T 1 1 I :: :: I - I C stIT11,11 �i I I 1"' � � 1 : : � I I I I � I T i Foe ltd, I! I � - - � , " "' � � I 1 ; I � i ���� -1 11. ! , - j �_ � 1, � � IL � W 49MATIC. � ! � 1 1 I 1 � 1 !I 1 1 � , -, � - __Wjisl - % i . , 1, � I . i I ! 1 1 � I I 1 �- _ 4 3_4_i1__ - j-;x1,*r-'t,' md" T-, . I I l 1, I I - � I I I i I I � I , � I I, I 5, :� I i I d, I , - - " � i I �' iq'� ! H I � "'I 'I I � 1, , � T - � "1111I � � �: � i 1 - ,IL. � � I � �� I ` $ "1, d, T I I III �- -- .. - 11- . 14:�� 4 . , , -�i- -I i - ,� . C, t 1 1 ! I T, , I i J , . , , i I � � " , d,- - - -�T - � ...... ­, ­ 1-511did, 9 I 511- 0j; i -::---z--- - -t: - 1 - '_ - - i-;,-I znv% - ! i I f � I I I I T I I i I I � 1, I 1 11 .� E � q ? � T A � � �, el 1 � I I ," � � I 1 , I 101, 06, (W-"k 4 - ff - � I i I / , f 1, 1� � � I I I ; I I I � 1: � � I I I � I 11 I, 1, , dtl,�=n - I � ­.1 -.111II-11- di � �, 1 I! i i , I � � � [ : ! � . I V91 - � 1�� I'-"-- I ,5,�;; I --- 5m � did, 5 L F9 1, Mill � ; I 1 I � I � i I E "i '" I , - ,; ��g' C_ ��' C, WT, I ls� 1, �t_ �Ii 21) er ,I 1 I -- - C - !9 1 � 1 I. - [ 1- _J 1 -1 � U i� "'i 1: ; f 1 ? I � � I i f I I , - I Me- X7 I I I TROT, I� , -[I , - i , . � li , �I_1� � i L i , "! : I - i i I I I - I , /Z ­ _ - L J� 1 I I I i 44 i L t P, z � - T - ,. , I'! �, � ef L, DET 2/1.) 11 9 V .., -- - � -1 - I - I I r I . ., - , . , � f � ,� . I I , . 2 t I L i � j f I I , I f . 4 I ia , 1 � I F�T 1 I h I - . . I j � j � I : F p 91 I__�41 i I I I � , 1 i - � i t� I � I ) : I K 2 I if it I . 1 � L . L I 5 d : � - . I i I I I � j � t � I % A - i T i , I 1, t� � I I � � I � i ! i � : ! 1 ;T �, 4- W,-.-,., L� i j 1 1 1 � � , j � L I � � 1 ,, 4 . � a I I � I I � - I � jL-­Ij­L (�C � Ij :1 � t ; � I �1 � � � 1 I i I 1 T � f'!�`d,T%,= � - T , � !" - � � i 1 1 1 I � i I I 7771 � i -1 I P, -1- " _�_ �.!�� T 9 I ". I- _1­ I I � L - � ,,, � � - TT T"%HWm,,TTI, UIT'IT1111111 ,I i . I I e 1. � I 1 � I 11 did, T"o �.[ N � 5 f I I'L, I - _i� , I � . � 1 1 � , I �,,. - i - � -1 �S T , V! ; � � � I i , , , [ � i : i p. f 1 � � T 1 1 V­ F."'IdITT, _�­Mj � I , - �l . � i I! � i ��'� 111 q I ; I F& 11 �_V - ill I - � taa@dtllil�d� � � t � I �,,Zlll I IT .1 al I d [ � � i 2 1 IU I , , � - 11 , i � L-11- I � ��,l � P . I ,I I - I , , , , I - 'I '-� - 'I � ��, , ,,, ,, I I it' t�etdl 9 I p I r . I 1 �i � - � , r LtIC a.�.�Ll.��,�1,1�:hw�511i.i�l�illilv��iiil��l�11,1��H�:5,11,I ... HiLdi-I�AJi ... ����:i��������l,m�������,,�,,�1,5, dt-daii�ddit"IT mmiew �* � I olIxTe, di 11 I I I da",, All I'dwEld I ttf,;Itedo�.. � I - II, � , � � - A z 5 ; ll I I :1 T I l CITN't 2/4, C,A/4, ��W4 rx 4JITTdii : � � � I T I , � .11p, s , i & 1, W'(1 5 Lpo , � & lidill � - 'I I :! I I � - I ::I I I � - = � - I I 11 L T! FPF,,T1AtF ifX-1KIld I __1 �:, - - � I I I � � : - I T I SAFZ�r IjYNrl, I ­ - I F - ! I I I I , ': I -, - . - 'i , - I - � Iddilt'll I ITT 11 it t: l T, FITIT11 '', LhITTAII)TI, tr Let Clitt TCUI, ,ml - �F � --' . I T I I ­ I 1 t U ,�i I - � � , 4, ��t_ i, I i :I � I I rd T ItTI Add it IT, I,+" TY 2 ITTI � .1 TtF TII:IT: I � I; / " P� I I'd, ITT 1'r PAN, 1 4 ! ��� - - "'�TLF,­, � Ili :I W"IT IIIIATAI, VILkNI, - _,", _­__­_,­­­_'__­ �­ - - ,�� _,"'�",7`� . . ........ . . '� , - I Cdniarm ml 1� I � T T: ­ I, , 7 L, _ - I . .. . .. I - - I , L�'� - , � I IITCT "t,rded, I I ITT di., it,v&L4�0 AT �, , 77 ........ LLLLLLL _', . - , - ",',"",',,""I - - did T ,,, IT,' t I I , 1 .,,4 _�'� - ,�, �� I - -_ - - � 1 �-,5 1;1: , Ie , � 1 - - --- � TdIL I i I ... I,rl, " , � , f T,Ie� i I d: I : it � , - . I I 1, � I ,� �,m oP_TJ _1 I,_.,.F.Qf":EE_ rT jj,�� I I : I �IIIT,Il�,��,L�MKrll�'��L"I'�ilR'Lg'n "A"k`d:` ,w -W,W on � I I 1, �Tdijt,F n,drff 1,� 4) 31 M"dCAM-l", I �dddlldotl TTRI �,Imli,l 1 �: ""'to �,ttl` dcoll,tIM __ jW � 56JFUY__5 OM "I I 170I 11 " mo,"i dff:�"m I ��T I PlIl"t;ji'd 9 dev, - � Q­Ll MK,deT1T liddi / � .1 V � , It AL I itn' lF --.-, Tk I ��I,or -mdl IN- _Maa & _J, __ rtip�:O ,drMfRotit'llidlit, L, 'o .ff,f, MEE n"M �.) - ­ MYdIdiiiii .1- -1.511 �,,�.,�.".�.,��,�,-,---,"".",���1.1�'i , NA�L,-W,Vll�r�gg...�b$,IALI���il�,91�� W4"�Alr P& mffidfm� ilill !T,,"-d_F 3/32'-t' ! � - . =_sEMQ.fA_ A WXIL- It'"T, Il, 11� - fz� t3,dit,l, �7) Q) " 11 I I,, I =_V_QM_WL2 �C>S,e 3/ff' - " -,, - I z � - �_ ­-, I C111, I � I -I " 1 I 1 T,:T I 11 � - 4,Lfd;�nl .- 11 ", - ^ " _­d__1"7'!­1-�_--`­-`­ ...... " ­`11 � ItIMS (113. CIE. '59IIIII! ,�l3�,��l�l��M�,.FIL�4�"��'L-$agk�.1i�.01�'a,m�X-ft�- �,-�",r-7-.--:;��"."=L,-�-,-- _�� ­d -- 4 � , ,z� :, 7,__77, ,.. �4-11Z­ a_-Z� - T, ,,,,, � I �! � Lf ,&# �T T11dy � T�Le T, / IL , _ _� ��2 L , -, r-'AN e� ,jx,1I:C�,iI I III Iti,C, pAl Cjfq,:C�r TT4 �A�, pA,T�L� - I �_L �Tf L/ - &IT ITS ITIR TTCT�Pjcie PAIP01:1, 1mr Itel uTTITTARUIT 'Idd RITIel Eddid PdIU�OI7L , ­ (� �; T,,F_��- �V_-� f � C, , !I % ,�t,zm Il ", f��lt W& �,�, eA, ,l V :1 Cl pl I �j 'CTTII ITC CttdI, ,d,R TIVIC , S 110- 11 . I � - �c 4:11FT, SO, I dij �d TATAC �� 1� 2 ; � ,,, , I,,rl 0 � _T RUaAlg I-I'T"IFT," tl�� ,l It � 1: C� �q�,�; �������,'��,�el a, PttOli, I�TCTTOICISTS OF I TodiddididdRil'TITTT, sliTil, 1:31"Ift: I - t� TC�l � E � I QN , 8 i � � . . � .. C�r, I CH CTeAWRITT L, Vodjdi 3,1!tt ,I, F. 11tte Atteed, olkf;eTIC 11, C-7 HT TC, III,' PC _ ��:j FL I'll % � it �WAIEC TIR 1TITICTItLITIP FRIAl Tddf itle"ITTITTE TITF I , C, I CCT,�L, � d"Ittitiollifitoddid , -11 TITIL tCkFC111 v , 11 Til I 11 TiTit CtIC "IC T"' 1� I � 11C fIC1,1111dillo 'L 'ITT oke I I � _*� f 1-v �L'C�ie .1"C"t'Co c1ditylit 1, "' , �, P, - -, � , 4 � - I I , I I l; 1, "Ciddle, I Td� `��*"��T� T`ti!CTUCOCTT� 4`15i I ITYPITIC; C:1TVtC­:, ITT � ", �p 11 � C�IWV- T C x ;-k ZCI_,�T,� "zo �,I,2! ATIR F TJTTCIPT I, d, , , ,CC,���, .� l, , , i 7 ON III I'PlIEV, AS dl AS DICTIA4. I 11 it UP SIT di I �,Epl,�4- '­ �\ i , ,-:Ii!C�` `TY i , I'% , . FLORK,)JA SUICNITTO CODE (WI-dwh Velmov Huf,rlkw�, zomfl 4- Wil dECTICITT :oA Cd1md%".tEd,r,6IC W� , I I peC:;TW ­-, , ,, T .......... ,�,,��,�.".''�ll,�,�,�,,�'ll,��'ll''�,�ll,��,��'ll,�'ll",�I '­_'­­,_'� .... .. _­,", ­ l.l.l "", � . . . . . . . . . . . . . . . . . . . . " " 1� I at), � T *L I -1�9, MWIUCITR 2PACING . - .1'eKINICNIT 4C1I,vdcTdom�TdTC_ Ar eiTL71"Itd, C COTTIN PITT . � 2 I PTITTIT, 0,11 I " 2L: 04 M GALVANIED VER 3'rm IT " � - ­11­ ..'. .. . ... .,. ­ _­ - L 1. . ­ ' ", , , . ­­­­, '­ ... PAN! I ­­­­ , sc��_Azls ,I I SMIM I I z 11- ITT, , ,e, :: cowomuo oul Cft Flm TCR in"Dobtl t 1� ��I,ii 1�, -, , . __ , ­­­ -��,l - ,� _�CTF� Ik,l -, -�V - , ---I- , t k ,,, 51:I- f�­ ,�L "IT ` 1.) $C'dl�� �-�� 9. - / ,I GLOM PROTECTION PROUM, ILLCII�� "' "I'T", _od$ ,7, ��,� I' L, � cil TT[�F'T lt� ,jr-L - ' `­ I Ic liod: I � ,i ToQCiT[ rldit,e: Kittpiprn, 1� . I ­gild-4-�W " 71I 0 _�__;2__ ,I 2, �� ' " ?5 d� ,�", W I K"? t TV, �. i STRZU 1, 9. SIEF SHM Id FOR KTA4- Ax-tICAT01, " 7e ICTE. TdIt�TTIT 1, FCdC: TtTC� CTICJ��d 1 I Tilt IJIL ,�,,,,,�'�L"�'�"�,�,�,��'P�,'O,Il�:,��NJI IT .... .. C,C`E,I_ �Uif d:RF,dIA , WiRM76 l!izWXTd11 ilvdde, ,t. &uI- SFAC-n A-i IMITICKS ikeMAU-IFID 0XITULATTIT'dill �441 iTCMI'dol It, ITTL��C014TICYA led,PJICTI� �,P`� "I ldddlld,,� Idr&"T'tit' '"I �Idltddt l " :'III"; hi-r-lit Odlldiedfli�tldt,_ F� poll I I 2 41� - $ 76 � f; - ri - ITT' 1�;,, �ITTII ,­­, I ----'L" itte'rITT, E , tolk ,e � _­.____1____­. W� z'l, T I " T--'r' - ­­ ­­ 1-­­1 T "'Thid": ... D ,,,, � ".1, �l,� � dIX - _j"LZ&I 'i ­­ T"I'll"'. ,1 1­­`1 '­_­ ­ � I � V4 1-f11'1`%rWT1,1W1r.4� ;-QM 11_11l� , I ,� ,I,, � t-�'I­r­­� ' - - I.: jL � ! 11 � T -- -� �, L �j � , 1 ,4,,,l " "r ,I ��, L I _ ... � ------- _ - -------------- ____ . . --.-- .L��z,,----..---���-.-�---,.'�l'�� _'� ­­­­ _. Lz ­_�__,' I I - ' r N�_,,-Aj,jtAj N Lei R f� PINELS P & 14 _ - J_ _IQN...X][Al� __UW_ MQUAR �N T Q, �U VS, T N �; � I -WOQD �e­'T QM_R .- - - - R, �LS . I I - - � I � I �_ i - , , I � ", �' 11 � it "� ett , 11 ,� Idn- ,ui, � . `."WDIU, III JtTit'd � � P� � i � 'I il ""� . 1 �_ -__ - - ' L � I I r - , - L � , � f ­ - --T-1 F_ it I , I _ ___ " i E , � .- � i �n A-t� I_ � F , 1 C-- __ - - - I I �� - - , 5 I - Ct i i ii , � Wi ,� "A I, l :,'I�lll I! � IT T IT ITIPT&I �WdCT1t,,dT1T I Td, "Idd lUddl TIT,CM 1 : . . � ! � , I � � ,::: : , �, , I E � � 1, c i J I 1 4 T - I q L_ - I ; : I � i �� - Id I � �­­­­ ".-,d i I I : ; ,rL I - I I L �, r �­ I , I , I r � r � r I P t I 1 - - - . - � I � P :F - ; I I � � I - - 1 � i I zr "r, I 1: d ,I � I C$�! . I Ill T`� i Il, "I , "'ItT dti F� ` - ` I ' � did l Il i'� - . 1'. : S� "�' � �rj' I L - I - �9$11�Ni�i�ii���H�l�:��i:��,�!��I I ,I I I 1 i Vrl 2 . � I _ - I - �� � '1��� r _11�2 ­j :, � . ; . . . . . - � I 1 3 I I : _'�, --- I . ,___j -_A�; i � � I T­­ - � :7 I 7 t 4 � 1 ,L d i � - I I I I L I- I �T � r i [ _� - - I __ , I -- =�g ,,r 'i 1 �, I , -1 I _1 __ - I `� -- �iiE4 - --I � '. : _Idthr,7:71�-_ " , �, � � . 7 - - - ., � - � j I � 9 . ��_,_ __ ,� - % , �4� - I a . I III :1 [ E� I C,­­�T­ I It., I d I � . I L ­ � _; � L ' ' J� 1� . ,� � p � p L � - E , t - - �_ 7� 1,­ = �� - I - . � I � � ­ i L, �, . , I ,�_,. -L I F L F - � 51� ,I�I � --_ - - 4�_� � � I % - �, , 1.1'"_� 3 � . - r &� ____ 1� I & � � r - _r . . I"r �4 � � , =,, -=� , - - . � d it � � I, i � � � - ,I, I III I, - , � 7 . � -- , - . � �TIIT 11,11IT'r � . i I i 11 L ) L L- r & - 'r I I -_ � . � - � 7 9 , -_ I 1�_ - ! - %r � . - . - -4- il 11 . IT, 1110 ,:,I . : I � : It - i � TT - ____ � , ,� ; 1 --- i � ` �4 I C� � I i " ALIERMIM I A - __ .r&TCV , L� V &� ,� _E A, ­ ' ­ i ­_­ - - - � I I -­ ­_­� -._----Y--­ .- � 5 M�� _�_ I -_ - _r, 1 ��, - T , . I I I � i i : . --- �- - � ______ . - - i I7 dld� - iod 1 L 11 L 1�7 - ­­ 1 l 9 __ ��EBLoy, U IT d'_1L& � i " T � ft - �T�,_ L t � � - , � ,_� - � I 11 � r ;[ 1, , i J,,�, �111 � In T�W ,.1 'ITIN .. r � � I L I ,.�� - m IF 1 z - - ,5 I �", j: rj � I ! T P�­­ TA�iLi 1 1 l ;I F:,II, " i ,�­ - . � if �_ - - � � , Z' - -1 - r��, I f � - II ; ­1 t "i i 1- LLZZLJ� �, ,dt.l ", ll,� ... . � : rl i I , � I d I I I t I f7mi... . .. ­ -L �,)�' ' ­­ I I . _ I 1: F 11 A � � -, I "'l ! r � � ll� � .. I - i I kz � 1, � . __ _ , - - & � - � ­ - I � = - - . . , o=�� ........ ::: -7- ", = � � , � , � -- F __ - 1i T -1 - � '.1 = , I, �u_lj L' � ' ' � , I � e I � � I I t I �, ],� 11 ; - - � �XnI:CC,,,'T -. I ,, , ,. : ­ ��_ -_-ejJ ... . 1, , I � � 1 TL" � I I t I � ­­ _ ­� �� j. � 1 ;� - r T­ ­__ -,-- 9 � ",I- __ _1- I ,:�k�_ - j� - r _�r;=�:= l 11� Er� I ff �, � F , otm I w - 'c ITT �i: 1 D I . ��,, t - 1 � � I �, 9 1' 4, 1 1 - � _C . - j " __ I . L I �_� F F T I � . � I __ - - !::"; � e T I � 11 � I , L , : 1� 7 : - !:! ]�: ". " 011i � I � 'L' � I - dl� � -_ , L TI - L-'-i-----, , � I - � - - I 1­ __­: I I f, � - - - �___ � � - _� I j i � I Ill I d : � --�- ��: ,V�ZT : ��:i � I r � _: I I ,,, -7�-,�� � � I r I L � L � . . __ � - E - - . - � 1 f �__11 I ! i 11 I L i _L lj� � , I'l," , ml; omu7s d;-,__,dd,TI L � � - ,�p,, I_ A � - . � �­, L : j , IiX - - - � I L � I �� ,I !I I I I , L i I - �k­ - : i . , ,dr I _ T, I T l T� T � , " �, Sl � L T � = I i I � I I I I I 1, id: i - L E E � I -dir - � i, i , - T 4 � � i I Ll 4":, I L i� ,� - � - , - Ix � � Il7w � - - � - I I , � : ! __ � �, _ T . :��"'� 4 , �:, f it - - L ­ ­_ - - � _� � �_ �c � f -71 3 I - -14 ;= � r T ; I , � � - I Y, ­ � 1,,L,l 0 I"Ir I "­ M­ � � 1 � - - , ­E,� �­!, ,�; q�l " C ", , � 7 E I - wq __ �­ � I T I, - jj;7 � �._­. � ,d'T � , i F I I I 1, � f : I I I I �, , I IT 'Cl- 4 �F III, ­:' I d � r ,, FIT �� � d� 4" 'I " T:::,I 1 , , - ALIEWIMk �51# I R . - � Of d"w'T'i"Tt III � , V �A�, Ill m I , I - ��l I rl,�- vultiT I I �, . Ill; V; 'I, ll, 15F r" . SCII It'll," I' ."'ITTT'if �;Ill­,' I : � 11- - !d:,C­_, u� TI� � � ik� LI - , re­m�,L, r f - . - __ -- - � � I � � f A&IMIRNATIYE ,'C!�NQ__WW .1. i.--- �T­ ... ... i . � C -DNC4T�F,q��-_&­&' ic;�i I MI'M=K, Pi 0_0 r- h�6u�STALLALQLNI ,� 1� I 1II AT -� � I.A� I:Fl,, ,,!:,L T,jT­F 'M -I'll$: rT � .6��!�,l��L�Nl�14,P--Itffl4l,L=��,Tb,&-, AM 6W a ��, ��^­_ W M � Afs�__ ­ - ,_­ � � ... ... r ­Lr­___'­ , ­­­ r 4,1 "1­­ , " I I" I 11 1111-1- -- 11,P i T= __ , ­ ­­1 " � ,,,ld,, , � 1 I � T� � I l ,,� ,_ I*T_ I " t , "ll � , � . , - , - - '11 � , - � - - �I;,!, 1 - IS - �, � _ L .� - �, I . I L ��' A� LA ��r' � L � ' I �� � ' e ��' ' rj, jl�j TI '_ prg :.,,,: r I T,',T�� 1 - - - � a - lz,fd; � �"_9 I- � ", ­� � 1 - . L � __ ��I:, lrpl,rr�, L ILT., 1,1� IT � 7 � � ,l - r _� 1, ,6 L a � , __u= - �W� I4P�� � � CIAR1111A MAIN Hr THiCTIrl j,,#jj,�jjIy te rC( ! 1 1 ell Ct'ij i - " �­n lj��_ _Z_ r,_ ,: I'� 11, �!� TLIF. a :� ,I � - � :, I � 1, *T �� � M T� IT i I It � �N�,t:: :� ;: , R L,� 1 � � F �, �_, - + .F - f= " l I ti� 1] I 1: I I 1! N � 1_11--T - 5- � � I - . ­7_­7 :z .6 fW - �_ I .k � ­­_ ___..____, `-,'I �Iwll_ __. � . ... �"I'l�'�-�-.1111-LI�-1111-11111 1l1l­l1ll1­­,. 1 2.0 &0( Cw Cle-ii T,rfui slclde F"'kAtt - , � � I i - r � � L - - � W � F --- I � L_ - -- - �Z�77�7_­T f:Z� ' "'-'---"111-11"","-,-,---'"-'--"-----"-L-,-,r- _� "W,!� 1, __12'�, ­­­ z � . - --- � _k- -I� ��Mf-__ � - zil , I- -- __ - L--- -L -1 -- - ---- �_ ____�.� 1 �� - . I -­- � � . . . L ---- Ill I I,, AL09AL PROIEl PRNODLQC� LL m �,_O � . f � -_ L - I � " .� I - � - - lildddldd� � 1 I " I , 4�m -�', N, I V Rdl VIOUTI'llilvi'dd Q'I iK, l�I � IN A_WY WIdIT I I,T �e[TT AN' _ddECC I L j��Y' ­ � r _ - T. r ,� : �� ' , F"' r' j ­id� T,I'��/ IT �Ctll�� t�Iit, - I R - lwr�-�,,�g� dem-liel , -�`C. �., _�"4, Z_ ,� .�t I&,Y,� ddel� , NA'"-Wr r,Z�n� -� Ill ITT ld-� ­ - -­ __' I. zm.t� �,lT I I di" 1.� �_�,, �-­ -- - - �;�­!�;_! I - : TF TON I I 'k �.,,TdCi'L� I. . � ­ ­ . 'Cl �dl � � , I �I ddiTTRITT" , t id, T, I I ,,,, T, ,T: . . T� it � i: 00� I r: I I - Z - - - , � - = -_ - � _"E - I - H­J: :Ititt"NITTIT l I �1: , tl� LIT 'Ir , �_ If -,,.-.! , i��, Ill Td�,'�`�,_ - �_ --- r -, . I �z � __ � , , , i I - - ��`IIITCI 4� �Tl , aoq�R,Lid, I, T! d TQ " IT 11� il I PIT � � � d'zi I f - - __ - ; - V - j : I ­ - 7 1-1 t TIL - E � L � I I = I � � I � � , ­1 �L _,_� ��` _; - I � I - - __ �­ ­_ - �__$­­ . _­ _-_ - --- ­- dr� . - � ­ - - - ­ __ - - __ - � - -,'� - - �� T r. 1 , V " -� __ - f " U, � -I __ "TE', . __ -I � � I , ",I I �� 0 I I I'll 1-dDT r T " , '-di P 'I,: I di. 111 : ,L' �� m � � , I - � dIT", w TOP - "r : - i � ,,�;� �, ", dm­w I �_­ 55,� ,�� �, r F R, TT,r 5 PIC TV 4 Ir ,,., - P_,:T&&j_;__ Wlilk�'_hf Ill � �P. WS AILLK QN, ill - , P _A0 % E a 4_1 J �11 .,(.;-'A - ­ K �: I - j3jrt,E_ ,T/T, � J� MMMA-A-Il .-..R,".qS-tl,.-f'lLi'�54�r�!9-..,F,AT��4,�'r _'1T1Rt.;­IfIN"` , .AMg .0 - i ESPON MMWR-ANOO-��g�-�,n-�tEqYU,-44Lti-��FOL,�, 1N:5�MS_._TKTO_ ICA JRETE_ ,&,, �K1QXL111_K_1 l:? I I I R Uct �� T iliTIlITIT"T �T. I— 1-I ��!,���L�,ie,l�"ky-�_,�ol�,T�x'��,.�,1,.R-k-,W]L-�,!16L.Ae-.'�-L,-�,-,;k, T12, I �, - - r fj�D�� '_ I ,.-', �­ ­ - _jj�CT 't I - I S- %ew_­_�_� ___�­ �� � �� �_ �v tl�_ _ ,�� - 'I �' - ,. L,. � ,&C �� r - , , , �,�'._ ' r _,Uto,�-- --, � -r11 .1 T, -'T . 1i , ` ' ' 41 t r � - ! I,�Irt� 4 � I W � m .#,r 'L - � * - � t I 11 . 1:11,11CRATIVA RLOLDING Ciorl,F rwgv� vei WIVILIrToiri. Z-1 I �­_­ -;'--L'�-,�'-L---��,�,--�--------- �l I � 1 _'77!XfV__ �L_ � i -L... ----r- �L­ �� 1 I- T< I �_ 1�� I. A� I � Milk - --,,I,,,- - I [ � � To' 12ACE ��:Awtlfr,U STETIL 5CURM POACH �� __ I i� .. .. r . . ..... I—— - 1, , ­­ - - - ­ - 1.1 I tl�� 11P. � ,__­ --- -.,-.-.. 1 -t­­­-- i - 11� 11 I ' Tjjjj7E7;7:7 k �GLOBAI Ppoltr _ �L g?"dll _1 - I - � _110)4 PRO'DUC'TS. LL_r ,I,-. ji[ r'r- L I � 5� V 9mm t��­­_ "l ��_, 4 1 . IT _�;ddt ,,, "",� � 11 L --- -­.. C - . , LgF � L 0,"T;C TP III , ,;F . � L_ ,�T � r � - - - ­_��,Lr r ­ pl_ L 70-Ii-F t"_ � TMI� r �:� �A� IT�, T� fdi��Illl ,I � = � L-1_4'_ � . ­-, F, - ­ �, ! ITTIT ­ 11 I � J� � _.; i ­ , - ,Ill,;� � I -,I' �: I�t -1�, �; l �. I� r ;, , " 1-- .l. "Idt, T I dl,� V�11:4 lift'"I'd4l., 1, __­_... ­­_­_ 41___­_­_­_ ----------..---- -­ ­ ­1­--­­--­1r _----1­­.­ L­ .- I i �� MAMMjJR_.&$WQ,_.P_E$1� �SUR -RAIIN-g-&�,�-C.t.,I-�t�-"--CQWES,PjQM-IN-Q--MXWN-.A,Ng!'�l,Q-R I I . ; $JPA�QjNq _$ F.� QR _REGU CMMk _L& �ORM _ P . ,AhEL3__Cj��L.&._UL_ N AL,t,AT[ph[S_ � -L Sr- - ; I I � L INTO -E"Xtn _& -C CTU E i - - - -1 1- � waM__R__2 I Nkz fetil TOR PAUEvs rv- AL Q Im AS T�k �i]Tr�� i PW ia, celd el;*M, A, -� A - � I I - I � __,5___ - I , ,� - ____ ,-.-,".I - '" ­_____ L­ _..____1 � I ld�Z� We"I'mW I Vi MR ". � 3 712' ., T't I &% 11MN 7;1:a�l ______r____ _�i_I_W ili� I -T--,,II �� �,m ;;ZZ, 7ro ­T­- -FMIL ­�-V,�`T ­ �KXIM ITITT - AWX.ATkC �l - �Ahjf, mvCded� 1. -- I . - � ­1 I------- - mie_"��, TO e _ 1 � F,;-` �__7_T__­ ­_­`­____ 3 i � . . m E E� - lu E 10 I ! �o ; .V� �P� V -". ! � 1 'Ir"'T"'; j� omill mumm 'm afmIl . ..... dwn�ttr � 7. i�oinrfnlz � zo­ 1 m c del W�, i m4pwa � T, cmil � !;�Wvw �,,t& 1�_____ __,=­ � W ­. - - , IT, i 'i -, I � F �_ ___+ - � - � . IK v i Vil i I 4 - 1 ,j= � I mu, � tl�,­.- 1 . .____,14� .22 ,__ - . _­ .--....- ­­�­1111­ - I -L.1- �­ --I g � - --�­ -� --- - I -_ "' � a. _1717-1 I - I ,� ! T - -i ,�Tv,$ � . i Vol dold, � �-- ,� e�-"A : T;=/A L r'� � wA � 'I'Til � Il . . I _-A � - - --- __ - ­ �- __ I "" f " -- ­,­ - - ____ - � __ - ­ ­ - L � 5- i 4 RVA I4, I� � fl, � 6, �" � - � I- a- ; � lsarrcw� I � � JN11A 7';,�d,, . . : ­ I ____ T - I ­.­­­ . ­.­­ ­­_­­ W ­­­__,__ ­4 ----- - �_- ­ L I � � . . � . I : I � "/- 1 x-A � s/A ; di, I d4/A � fil, � L�; & I _ I_ I . [ ­', - ill i I T I -­­-f-, ­11. ­­[ --- �---_ C I ­ � .-I-- � - - -- ­ :�-, � ! 5- I I " _ - �� I ____ I!,�� ��, , , J___!� . . ��, � - ! __ _-� r - 11 " p Cl � ,4/iZ, "P, � (WIl 1! 11 � _ - - � , ; WA � IT �,I,T, � 13 - � _ I - � "i I i J_ ,,,, - --- ; d,o" I �r, - . - ­ 11 ___­ , L­ ­ I , - - , _­­ - _____ - - . r , ,,, _!_�!�fLl 1­1 ---".--. ­ ­1 � � . � - I , - . � I � I 'tl !TL � .'.-I T d� --- ; _'11A NeA "Id 9 _- �- �, NA N;A I III 1 wt, L a A ,"C' I ,�7­1 � �_R II 7 '. - - . I � � �� ­ . � - . . �, � - - � - __11 ­ _____ 1­1­ _____ __ ___ __ i � - - � I T-r I- I-- - -- ' ---- -� - I ­ I � I � 'C, T 11� T"i � �- � di. r &� � !" I 11 - I. I ",,A % ll�T E .1 T d­-L ; � ­ - � - I r ­ - - -- , , ­ ­ - L t I - - � ­_ I � - ��- r ­­­ ­____ � -_ - I I li ,_ --- � - � - ____ - ,i _____ � � - I I - - i N .---p. L V � T� , � �� I %. �� 'I 'it", � dl� , ,", � �Wt It i 11 I a I` �` , ""', � !)=A - - � � I , � I - --- - _- L__1____4__ - - -, ------- - - ­ r- --- - - �­ - --� ­5 , ­­_ - . I I � 17 ­_ - - -1 I I � ff L . I . - I I I - i 6- , 1 Ill I, Tp K_ -1 . IL' � � � �_ i t i I- ; . . � I W" 1 ll 1 �4 '4 7 'Wr-OWL, I . .- 11 d-.--- � __ - ;_ �__ - L i � , �­_ ' �,,­I� ""'L-I ��, � _ - ­ _. � - ._- _ �­� - __ ­4_ � �, r , ­_,_F�, . r­­_­­­­___­­ ... '_� I I __ __7� R - L , I I " - -1 I ITT R l I " � - *� � TT'" i ;7 1)d! �-, ,`-., & 'I I tr� : ff- � �_ t� 0 �,f� � 1I , ! �R 010-7/15U71-4, ,: � - . I L I ' "R/kr I IL - � I _­­­­­� - 'I -111,11.1�Ill""I'll""Ill.,".�"".� I I � P ­­­­.- � � � ­ 1'. t r� 1-11 n k �­ - � F -­­TT77;7W­1"­ Ad Ir " crop/W.),didiji -5 � III dt"I'di - , L I �- I � I t, � lz� i - I . i�l I di'didt � 1� E $ � �, 1 4 . ,_ � 'I [ it �.TL I S (f I!!! T,Cdl TO W-t-1 � i , l-,''l ___ __ -: I . - ____ ________, __ "I'll�Ill""Ill.,,.",''�ll"�'"'�,� .... . .. � .... l, I r � I ,�. 1 �_ -A � ��pd , ,,_ �j?4� v;, �L �_ ; ­E I III I'W I �, 1 c".$ , : t � I ,R , 'To I � , - ,,, I " 65 0j - N, I i � I , - , � I t l l. I . 11 `,� I x L xt"A ,T'"', I, FCCI .on;l � . I . . I #',� I � - � ____ �­ ­­­ - ­_ r I � r - T.- ffi-- r - �­­­, ­­ I - ­r­j ­-d i I � � . L , � , I "" I Il". 6 I f IT "A� I'd T A i I,, (A , t1d'''t, I N'TTI, i ,51!,,19, I it"lot I F;IF � t (- I , , I, �� L ' - - - I � I , I _ I . _ - Q It I_ i F � . I ­­ IT—— ­ , , � ­11'dd.,� �', �, . ­­ I - _­ ­ ----[ L'-'- - ­ , . � IL 11� :� _:� i 'r , -_ -!:= �- L­ - 4 I l, ,5 ,� ;11� . � 'I 'I, Tdj�: I " � - IT - - - - I,r I I , tj ,,, ,I 111, �' it, diT � ITT ,'I'd T TT T d � � Tj "I"T " S �qommlj , I � I " 1 ,_ - � , : T� 34e IT IT i � I �� � I 11 . __ 1. . __ -...--.-.- L � . IT. ­­­ , � __ ., ___­ 4"1"1-[71 -I, I 11111--- . r I ["T-A" li Igst, I � III r, ll m _ I :�! � FCCTi IS. - - ,I, 11 4 � , � a 1,4' 1 � I t,14 1 1 A f.o.-rcIst" I " i I " , dd � � - � �;� ­1­­Li.: .L ­ I I I 11 j I I � 0, 'd, , L� I '�� � � � I I I 11 . . .. 11, T 1? I � I I . - ­ ­­ . ­ ­ �' , ­­ , 11 _. .- - _ . - . � -1 - __ ... . - - - - ", . I ... - - --I, --- mi 6 I �_� , L �P " I __ r - it " , F I � I TIT � ,"I'l, --- __ �'" 'I � I "i I I ,I l Ili ��, � 6 11w, M' i , ,-,I , I, (Furm I , Tti, , 11 , ,,, III I "', I � 24 itit"ol, � N/A � � I � L_.J I i,,�,,,,,� .... I .. .. � . . ... � .. . ...... l . . ... 1,1 11�11 I'll ..... I ... I .... �,�,�.,�,.".",�,,.�"",�.",�,�.�,�.� . _�! , r ... .­& 1. _2 - I ,� - j � j � I I I I I � : r­111"11""111 ­ " l " , , . -, ­, .LL ,. l '', ­­ 1­. - . ­­ - , ,-- - ­­ ­., ­ - -­.. , ... .C: mam thill lit tted 11 j:,dIN dIdITITIT1111I lVitildd Ad tiVATITTT I TIVd," V".7 , C I I " T, d� itIll V, I teelee T,jjjjICITdd: : , ed"ll TATITTlitiod TPIKI-WAS otd� 101%� di ITOUT MITTIVIIIII dil 1101%tol ITT, TIldl IdGAVITIT I It T. I'MITIC I t, d 404TVITO ITT i Titteddo. IT I I I � �T,t lit"Ild Met t"T'dild; Tir it, i I'Twild"Ll "Ple"ITIT, CTIT10,11 tilt :dIChd�T'ddldTdd dildr I � I NZ'�'tedidlodyd,ldt Toddeliddr- nity Te Eldomijidt 110 Til", PITTICTIME dw&m4re 5110.01TO IlITICTITTIJI I iedididd I MIT UJI TTn 1p�td djT�dTd1j,M TiPAJITINIT, Hildlid"TUITAT ITITIC, I�ddx�jl� "t, 0 ­ 'e, �! � $-` "Ite "I d"ITI died"T I I'd 11" !E L . .J � 1. .,.. . ­­­ ­ d�7;�; ... � ..... i diddi T�I'j��'� , I 1'�;"; , " " '" 711`�'I"*­ '"I' ;,��op i I I I2 It I eo"Ifion"i . ........ . . .. . ��t _ - � ��, I t2i ,� -ri tl,� �- �! �� ���� ��, � � 'I 'I ��2iii�i_J dII,q ty, i - __ . ±lL mg I "Itill d ,1�1.111T��_�l ", C, 1 , � I'' ? , ; I ,�I;Ti,k A - �;don,l .... L ­ � � I . , _. . I I � � . ­­­, - ­ ­ 11 I : ITT . L L.. . ­1 ,,s�,p, � � , � - � - .. // �dd," I 3 :1 d :IT I'lid � � , � ritti,dwid �Iddid,,,,!O-1 � 1""" I' " "I'l , i ­ I'll ��� 1 ;��- - - � ;­�,� ,� ­ I �� 11 11 � . V, "'Oooi ", V- I T­�l �_' �1 I -, ­� � 1 3 " .9 4r *-7:? 's 11' I 1 -I u ; I �_,� � - F I i � , 'd ` _;T I - FL, _MDA RMN't - E2, (44igb Wl.dfy NuM,dinedild Zone)! - __ - _ ___ . _-, _ - - , � I "_­1_T_1­,_­­ � . --- i __ � � � __ �_ ­ 1. ... _1 .1 l � - � , : - , N " - M � I � j kaft F.A 0= MMOM � A V T 4 91 CC� 4167 � x twim "�,= - � ­'­"L.- .- __ ____ ­ I __ .... � - - - I -, � 20 GkW "" -_-_ VIDW PAI i "' �i Id!l' .- i_� * ,� --- ! , "el !" I _� - ______.� W11 -,---- 4, ___ - � _�� "'ned"Al. IT - I t I - � � __W. 4_�­.�_­ _�j_. �� � �_-� jj_­_L��­ ­1 � � ­17, ­� �� � , � ­��L ­ t­­ I, �L a ' r I ... 11 k * - � 4, il , � d___ T, 1,111 -:��'- STO;Vd��, �Tlldqf­-Z�=;?----- " I __ _e"'llota;�,, , , - I ; IT I � ,I Id � 11GLOBAL PROTECTM PRODUCIS, LLC.] � - ­ I r 1. ­ � . . ­ - - I—- I - --- -- � . � __g___ I i , VT EL 1E C o I I , - I, I . ,- - `�,x .. .. .... ___. __ , 5 M­ . � F­ ld�' � � I X�,-, ,Z, Li� ­,". , , mg - I . � ­ - L ­­­­ . - rL- ­ - -- _' I - 1.1 __ !, qq,l � �� �91VM __ __­ ­_� 7 1 - . El� - �1� " r ol�� � . I , � � -1 d � 6�T - I _� !�� �k� �_­ � =a � ' '_ - 4- ­L I L' L - �­- _� __ �_ __ 11"',___' ,r ­ -1 ,�W , --,, � , � � I �j .. ..... W;o - , _; E�6*iw�:Y�% Y� m ] o_ I "d E, i �;­­­ ... .. ­ !'L'-�' ___ - - #� f 21 IT - ,-. I i2 - !::�_=24�E'1_ ol � i R 7 "111,11'.r E ­­­.- _xdF7I4112lY I'll , - __ - ��_T__%_._ =n - � F � - I R .-Ald - F_ _�Ajw,- i � - 1-1 :TEKL��J ­ . ..= � to ti, " _ . ,_:���= - - __ - - ____ --- - -- - - , ­ - LL I 1� � - � -­­1 ­L­­'-­­--_ ­­­ ­ - 1­1--­ ' � � � ­ - --- � - ' � ' ' - - � '- ' E--i,------59m�---L.I!i..�l--,..t-�"a--;.=7-Z--.9 _ . �j � , [NST&Ull ,--Df lo � L$ T_ , , :N - A�i.�5.��,,FQ�R.-R,Fmw..,LAR�--E�iK - " x INIP _1_X15RNQ_,.W_Q__QA_$.TRVQaM � - .;r ­ __ "I .1 ,I I - . r �:_ 1- � - - �. __ -F � I E I C I I 'I � - ­ _­ - ­� � I i I - ­4­'­LI . I t k - ! I i - ; i - - � ii I 1 ,I I '� - I ; , , ­. ;�oo_vl 1111,15 'I oll-T'd. dt4g�Z�W_M_ IN- �T 1� I � p , - I o pkim,m . I 1'� - .: I - � - __ ___ i , 'L . � -, pv�� I I 0 - , �! l , I 11 Ill VIC W, 1 Viv - � S i � = 1W I r r I � ;��e �, _ I � , � ­M . R147 ,�: � I I ;o _114i:` VIV - 1 2 � - pa_�, - i, I I mmeom -%W�l ti It,, I t&T�T;; 41� ill' � Mod 6r�t, :� I ` �2fll , .t� - I �; - ­ - - � ___ � , - �1� , 1 ­�T41- 1 , �� �� ,�� -, � -d ..----- , , 1 I F ddl� 40,111C W V , " 'ni; -, 1�� � A, __­­____1 � I iL � ��Ldt :[ I [ 11 . �n WD, � , I �t I mitudId; mm URN � I � I � I , � 41 � I i :1 L � I S , - L i � - O. i : :I I � I ! , � � . � I : : MUT ITTO V � � � ­ - � I - ­ rM . i - _ - - f �i L, � I 4 1 : - - � I � - � ,� 1 !:I IT 0d, IM t -1 T - �., - : i ', , � - _. - - *�Icn �� - = ... 2' " T - - . I . I �Z- , T_ - Il - - � r �: ,� �L_ �T� � i , " � . � ­ __ - - I'l j- � IIII I, � � I - - � mi,� ; : , I Ill �- - ' I I lr � � I ; , "' � d I I - L­--mlo �4 -- � �- 1 � r j .- j , I , l . , 1 1 1 � J,_I, j- � � C: - I f I'll, - 4:� - 1 Ir'­"r ­­IL��7_­�j" 1 4 :,_ f I � __ I __ � - " I I - . . c � U � ____: L ; 'Ll ,,,L - ­ - - F � I - I 1 ' !� , �.-__ � 7-, ­ - . r I ,:,'I �- . L - �� �_ji, TFIL-r- ,"-, i - i � � Td, �: . - - - ,li & � - i F � j i I � E :: I A,- � : I g - � � . I I! I - . I - � � � =t� - I � Tg %�� 1 I I d1t, 7 i � = W�aj� ?�, ; � � - . : - - � � ,,�ALII IT t � t ��m F = - 4- 1 1 ­ - �_. � -1 � � � 'W � g,� ."I'd-T, - - p - , I � -. I � 1 7, , , � i T V ftle., � I TI ,,Uid,�Idd, f.' L i , ft"I=� , _. � I , t - Fdl �� 11 , I - .I,K� Ili INGIf" - ; - - pi UNCITI11 � , ", � , , I i � � - -SEE SWE !- I TR�� .- � � I 7W: 4:1111, H � �"_�' �Lr- - - 1 �,i,,­.=­, - I �, �l 1 T, Ii %114C _1�1,:� ) . aCd! , ` I im W11, VfN, aL_�, ; 1 � I ­ � � la� � I � � - - - r - � 2,0­ � W -- - --- - � - -R* - -1 � I t, �41 oll!:�Iildll . �IPI­ �q �,T '" I � I -i d- � 'r - I - I" I I d T I __ z . . = : . � r _� 7 - � � __ ___11 � I � ____ - � I __ - I � . 1� I I - - ____ - I - - --- __ _ � __ - - - I I � P � - % � � I � K = - p I I r ," � I f NVA I l� I : 11 CTW r F TIC 'L, . -I" T�l '15" 11 !I : r - T D� I I . - t TITO :1 ; � � � �: I'l IL I � 7. I � T 'ITA t I tl, I I L ; 1, , , -f � � I L � -; I fI ... , tIp"I'­', I ,-V f77��­_ - � �jr 7 � � z � �[tLl XF i �� . .. . .. "­_ I I 1ITIJ j ,, I ��f_­�j' :� � ; '"' � L­ ­­ I � � 11 . � �-!V��,, �� " I— - , I Ill%�­_V , L_9_�� r � � - � ­­ I � I I I F­ --- --- - - . - � TW" Ap 0 ____ ___ ­ I I : � I �. � _=� - � L: " � l 44%.7v 1 ��r __ . � � . -7 -1, P� �- 7 I .. .1, T`1 *_ :1 I . I V - I � = - il� E f �� ­ J�M � Im - - - I 2 - . i r I 7 -, 4 i III � �', d. �o I � I �7_ __ L� 1 1 _ 0­__ ��­_ _ _ _ L- ir P� � � I �!Til did �41 1, __ � I � - T [,4 - - V�� ,I i ,I - ,�" ,,, �, � � 7 . p I � 'C' 1� I _. I . - f �:_ 1 .4 �� _- �_ TIC I I � in. I I � � i T _i � _ I_ ­1 ­1 I I _: P - IIL'� - _­. 11 � ___ - - 1 5 � " I , , ' , , , L I I— r­- ­ . F��---�- ­­- I ,��,'�=L � " , ';' ­T­­�­Jl­ol I "I'll TANDITHTITts � . I 11:1, t"Ll' dyn5l�i � � a I , I !, : * 0, olC Ill ,,��* � , � - I Mot. ITIACATClip ' T7F L f _- 1. 11 11" I I _� � 1 1 , N= �T 2-W awi) P, it I T - L 1 1 -I, I I PAITRUM ! 'U:'L , - I - - - T, � 1�­ � I , , , L - . . - ll . I� _. -iIt_Ud,,I11tTd P I I : L 11 C�?o i I i -�*TLTLI'L ItT T�iat . - I , I , T144 . . % m � ]I 6XIfIC 1%'11.111��­ - . I 11 _�, 7 ,� � I LR7 � M . ! : 11 i ! ep el-Fird'i or il I - I I � I I � I I r ,I r4: j- I - -1 ,-,-e- -i . 1 � 11 i , T i, ', t"'n ,.,TI t�,L­ "o I I I 114 lj I � - I;! I i � I I i . I I � I &iiAffiO �� " I 2 - . ll I �_ PLA7 , I Owl-AMION-tha A"6=1 f � - I z - � dlf�� �_ I , __ &OWNAM-A , P.Aml � fArvoll . 0 ... iNKA"B0 DARM-Lmma, - T,;Tit� A/9��, U4 AWLA"Aripff IJM�R 46L MURINLUMIMYE-111 _111111111� ... . - ....... -..�.,-,�,5,.������.,�,,�4,�,,��.�._� . .. �,."-,�-.�--l���-.-�'�,��.-:�lI ',f.d,,� - ___ _ , _r let-- F - Ill a,% -I' -+l a) a) C_ Cn -I a) -Il -0 I > 2 C- -lid-f 0 1 _0 a) 0_ = 0 a) c- 0 L_ 0- c M -a - .&-iii 0 0 -6- (n a) -1-0 = 0 = -0 M 0 -cz - -0 -= .l = 0 2 a- -2 = 0 W 3: c .0 U_ - M C:) .+- M ,.+- 0 CZ > Cn .- CD_ . ,E u.) dill- �IM 0- �_ -0 = . - Cf) < 1131, 21 " � 'A F IQ . A ITU� t 1 ARVAIU_A�VWS ,-OR WERN'A" I , d S TIV,dj ,,,,� & � - f j / \ x . . ,,,, I- I.: )r T,,,_ 0 F, , � L ' ' I , " .,L_FU R ,,,,I TWO d;dddT;el § 1 51, - V-dil AfT11 It Ci 10 L CESpe'd LAADS UP -rD ��I& - 4,1,0) tt,r, 4 Wrry It", P _ ­ M Ajdl "'. I �� Cl Ill - F�A`e_ 5 al%Mh TV 1-0 IV-4l` , . \ I - _. del . _," -F:je �� �ga)j) ;]Cfijwl� C'OrqSTFe,iCTTCIdld Cl W."IsMi 10 64 ,.ISUTHERN ., , " � � I , , LIEN, , I � "I tr,�­Irir, '� i V ,(fN,L (Tr Cl 5� ,je ,r � TA, 'I"�.T -Q0,r Ra W_/ SPZ��TdFil � a e �, dr , � I e"r "r' ", r1L1jiCCCCA a AN't colw f�Lkiip -Iost urocang zold,,ell Inc. �, ____ _ , ._­­ I z J -.1i.T!Lill���-��1--�--�l----,�.,---.-.,",�,��,�-",�������,�,,� ­ - - - ..... � _rr­� , RUU -I- I 1- iew Assist, z : PCT, f1i ed , dit"Cli I'd[Tweddit dd� * A NO 21 ,� I 1 dbn WISE 0AINKidi SM STIMM PANEL virtual R ved - ,.1_;i_E_MM= = I ,-,* f I � . rooleted and appro n*. !* . ­ " ­­­'r � ­­­. -,. � . . ­­-1. - _- - I .. .. ­.. ­­­ ' n Edi Jon 'r I - I -�W" 11ka s e - , .. �111 d, WT74,rindt WyluW11I - 5____C5�1­ 1:� --- � ll� f ,view c t 8 2020 VBC 7th _� 'r. g � � �C'f C5 __Z"_,. IF __ - - ITS LLC-' col�DUTD T. ,mv WA� I , _ , I _UCTRAL P*GTECT" PRODUC . T''It I 11 Ill TI'lliq - . �- ITI-' �_ L � I 1, TDia, I$ IN G I 1, � 'Tild", �,_" �' T'dedtr, '­." � dkl'' I �_ IID-'.- e, 1 , "01, W, ­ �­_.­ .e wj i �F _ ­ � _4 - , "_1 .-C.- _ _ -, L­- � 'r "L d'Ie_ -, nt'. PX2300 ­­11I.-I.. ­­I11­._­_, .-.-------,j , � I , rtj WRF'i 7CI- IT -_, �,_ yj - L" ­ '4; - III � � I - I � - T 4� , r I ". �­-T ­ � TZ, t� 4L� � I �Wr coolplianc n I!T'I'L I"INT CtITITOddiflo CIT! " ra rne Kl"V a h r ,,,,-,;,,2 V4%,T1-'T,2,__'�_,­­ �� ,L-,- I i ,'r'�t',���TTfn��=F_­ --j Beb , L�dl`�M,_­Ildlllllt� , - i �LEMPLI�� 1'�C'j!�TkC�.�....Lle� ---- : - r MR � by ,djmo09`IdQP�1. � L. �,.TOI f; I ­­­­ - - � , , t "�W , � � Ill ... e: 1, I I :,:F 4 ... , � Tjj _.T. 1, III TITTIT I 11�,, ld i,L�; - � --.- & I 1. 1� M � _� 1 Men V el' at I 1, . . 4 _ _. - ��, __T� . INE-ALICADPIN ... DEIA10 . MR.PMON-A! .... ..... .1, .. . . .. FRRJUEE . . . .... SA FE Ed a - UQ_ RM - f A- N 1. E L - M a I E m ­­F_�---_ 1­1, t,,4 I� ,l,,L IIt ,�l i -­ - _: 1 - I, .-z - vomlem ,I,tw '". 4j"T.Q.._EXtS.DK _ WQQQ_.,S,1RUC.T_QRt5 I __ , - m M­ *= -IMPT, I , L' - I L = L .11 I I - - - 14 , I � � � _F __"L I II t � - -4­-.--­-Tr. 11 ­41 'l,". ,�, j, ". C.L]r, 1. I CI , 11, §1' � I i i . E � � i � 11 1 1 ![I �j i . r I:�� � , J �,� � � I i I I - , - I l, � �i � g 1---, � '" 9 � � I mzpig i 'I . � I I I i I I, � , I I H ��:2� ­­­ i � � . I 'd, '1111" I .. Tf__,� ... LI: L4 I I ,, T L , , , -, ­1 _ 1 ! I I ! 11 � L, ; 11 i . �l I� � . + . . i"I � . ".-I 2 �, 7­1 ___� I : � L I , lI, , , I L'' I- d"det - - )-­ MJFMCC�_" p � I � I ­1 � 0, 11 �, ,lh I I 1:!T� I CCI � ' I ! I i I � I I __j " I L I , i I �1,� ii, A ­_­ I � .'Idd � ­�� .­;;m�.jl i- �l -_­ � I i ! - I � L . %;�_­_ I I I , 4�14 7 i " I � � I � � I � I I r �IFITK= +, . clo=i-I � I � d, - " I, I I I tl � d, 1- I E& � � C it, , -, ., IF� _--7---+-,;Z j to"Kidd 1 III, ril I � L I ill I , I Ir - It --t AT'�� � I _j - , � I i � L q _Lff�t_j ,_­ - -1-3 � I � � J, r I � I � � . � !! I : . =--l", �-Ilv, ­ .4 I I . I 11 - -----I'.- . T ;d, I �,41 � , rq�l .1i n,P4,ddo ,. � ,,,",r,l,:,,,,, � , � � I I i, i:, Idmil L "� ­­ -­­j­t,Q%.j 11 C- V I � -1 I I ,� , � �4,;' CddV, I , �o - 711c. 411 12 1/2, D4 d � 1 M ALTERNMIYE , � I AMROADYL 2 , I � � IN I � � �r��- 1�_ � - __ -----4-, `�,­, kkcil�zr : .�, 1 �L_ twn � . ,� T�ddl � - ­ � F � __ I , ,­ E . - - :1 it� I I 5 IT I + � i � - � I � I i �� F I : . � - a . � IEIT i 'td, C :I i . � : I.,TT TiTtIn �d :: � - � � I F - L � I - ---l-, . I : � E I . J, . _T!�,Erll_ i jt� ,,',jIF1"�", I ­ It , L *4 A _ - - ­ I'T il,�161 1 I � - � -- ­ 1 , �_ ­11- �, I � �. L � . F ,, 5�o� . , , � I : " dT1IeT=.wdFCF!_ 6, tL 1 1 � I � � � 1� l di�ill � � Lr" I , . I T. - , I . L,,[,[L[ Te - I ___ I � I C cl:� T I - - :- I T d: . I .0400,0141TCY: 0 i L ­ �_ � - ' 1 3 ME-` - I I � t! � i "L'I 5 , = - Ir .,- ­ ­[ E : I I - 7 il T I - 'llim =,-- I �"" �. � 11 � ' YdTIIF1 T"IFIF I - ' ' jV=W6WE =V I �1 " I L - __ - - I � I L 1, L PRUITTIM: . ___ - � - i I - I i j - I I I I � :1 � - , I F l ,� t ll� I I I ,� � ­v! �xAr i � � I' L_­,"' ­ ­" . . I I 11 ITITTItTen � � : -,--,-, -1-I, L ' -dr ­­ 1 .1 j=;� __ � �i - ... ­­­L I , � I 7 I I � '�l �� "", lit � I �, : I � � __ 1 F � 9 - . I jF I-- ALITERNALAVE 3 � ;,T"I ,' i �� �C',� - , - - - AIIIIIJ Y;A i I , �&:­ 4 III �- .i � ,.c_ - 74mom -&cIVEM � I I,�--. ml� �I!!I� wl mm�z lild, 11 . ___1 ­1 I'- �, ; __ L �,L--dl � � ,�� a _� I_ W ' M ' LLL � IL ; r'A r-K, e,N,,,,,�� IEW�� � W ALI[YE-WQOU- FR,A- E _CO(A-D[T.-O�S & ANC - NES , I. �, ­1rdl �­� 4 I �lz v i 1� - 9r.._l ene, � � rl�lter,'T.I IqX5 11,�,:­ t1i: 02=_ - � ­�C�L �RITF �-,dl teigt.,Tdr Fgd ii ftdk IA� WA"__4Q U_RT1N.ULN5IA LLA �.Ir. _ALT_E_R.N,AD1E__1.LY V�.L IIATIl - -q, ­___ __�_.__ , i �;l 1: I 1 � T,�;osv& �n mv Ill rr4,, C-t L wl T�" Vcs;;� 4LA---* w 1- I ,m�,­�gzdow-wipdljei , � 6C�MK � ,� f, A, �!I,L I � d "d,4 Ill - I­�W �,­,,Ia-'V-mm wmm ,xTi :� ,R if - L_z!�Z� 3l �L ��D,� I TTT'W7F V dteTk ;R Cn�dj� r- ff T , ��""` � I - =,_,.-_ . - - - _J mu'rilenne Cn-I.IIIIIIIIIIiii, " a) (D (D C_ _f__j 6--i U) =3 CU > 0 L_ U) CDL CL < (1) _&I C-) C -0 CIO L_ 2 0- 0 a) m " U) CU " M =3 LU � < = z I I __j n SHEET NO, SH 101 - - ______ -,-----, - � - - - _ - " . � - ­ I .. I 11 I I AERC41EF-4 (,5lu sEC-10i oill SHES37 I 7, 'IS, i 0 Ap 2,­� - � , y wu P Bill Aol Bt/114, 00,5EIIIECIE 4CEIV, Ci E AtEql, _.!� tv, 0 xmil a eAwdlin T%*/PI, ��/16 A WW/CC 1, Bill - - - "," "W I'll A - - mm'i ----- ,--- d_ _!_ . I ___ L- - - __ ­ � � - ___ I - __ �__­ ____ - � ­ - - ---- - � . i E - I 0 . I 0 0 0 . i I 0 0 V`3 - _,__­­­­� --- � ­ . ­____.___. ­­­­­ --- I ­_­ ­­ F­­F.1__,____ _­­­ ­­­_ 1-F.- f,� - ­.. ­1 � . _­ F ­ 1 ­ .1 T, - - . - ­ � ­ i. .­ � 1 � I I - , _­_ ­­ -- -­ I E I ig I � I i . i F­ ,i I I , I I . I : � ! � i � I : � I � � � i � � � i 1� [ � � : I 9 � � � � I � : � ! I . I : I I � ! . i . f : t ! � i � I ; � ! I I 1 1 1 1 1 ! I I I , ii i I ! ! i I � I - I I I . , . I � I r+I �_, � , . � I �1 - -_ I I E . � : , - � - -, , i - � : � i E 13 Or 9 � rj_- 1 ,� I j) I � Wilkill! ,J E ' r : I olic".E& P'l ,�,E . ,6. ,6�ll L ` f' "kfS i � 1, I I , I ? I � I I I _____ ___ , . � : I � . . I ­� , . 1! I � - ! , - -1 I ­1 � -- . IE I - F 71L, ` 11''," �,�:5�CR­R­ I I," x " __ _: - I ­ . I - ­ I IF! - � ___ -1 'z __ __ - � ­ ­_ -.1 ­ ­1 � i - 1 � ___ I L ,�5111TN � '40i � ,,�_?A,.!, �S� ul �, I E4- V V�_ I WE'l � 3/2i __ 1-01-. I , , ____ __ -.-- -11 7m �� :W ,�- " i �_ � � - W, '. == - Ti : : � i t __ Suqmul : � ; t i t BEl N � : I - � I I - � I � � - * .- E - -_ i- 1 , . - . - I j 1� , � � - � �', - I :� ET u V i I , � '! 4 1: � �. 1 � I i : i I b, , I I I I I . I � � 1. I � � i - Oil", r . , I - I , t I � � ; � - � I - I 1,, -_ . I k j I � 11 I i x " I . r--I--- ___ - I ---- I-,--- - ­ I I - _4 -, 'i _-, - "--- - I . � - -__ - � __ � - ____ - � --- I - - Ell � E � 7 E KT�__T42110__ __ � 7 - _4 BrE i I i � E tri Ti f 1 I I z. , __._1 ­­­_ K -.--- , i - - - I . 11 1 ig . i E JR, L_ __= ___­:F9bL-___ --,-------- " __--c! I � CLUAR-i - == RRR,­­R.=zzr:Em1n, =­­-, "I-11�l---.��.�-�111.1.�..�..-�:��:::�, 1=7==R�, : zCRii:ii:::iz RR: _i� - I : , � ­Rlull, WAR lo 4 ii A FRET EAci � I 1-i �� � *11 , ,- I . �.��i 'AR LRACA/47 Wsr ­'� 0, ill'%117. 4111i WlUll "i T' 'AR� sAll RE l�%i,` -, 4 1 1EAW/21i r9=9 60i mrwi a awl I'- A., - , ,. ______ - S (SEE SEC-l", ON E-,EMFR!R =7 TEE, !� & �­ - Ml L0_N_#_Z_J_Q_R__1EE1.FE__'S AE ET.1--�iTI-OR M-PAWLILELEYAT-1 CEN CCAVC Ej�ifvw­,. '/E-- �Er __ 1 l: :1 1 i I (j)-4 7'n' 0) c., ii "IrRA I- 01q§? -.I� Ell Al , , L�i � , OR A) .. !"�mmmft � . II-i � EAB, - - ��.__ __ ___ ^S I ­ � - ,W, - ., - - 1- 11 ­ _­­­.­­_ ___ - ___ �� ------ " ­ � �7-, �_'­L - - - "" i", - ___ I , \, " � � __ ,771i - , - , - - ", , _� � , � - I / 'Q� , I "I �', �� � , � ", - _'_ : Ill \, - '_ � - , �" -,­� "'' , ­_­ �� - , , ,E1­­­1­IRE___E­ 1-1 ­1111,­R - L­ � ,,, " 1, I" N ,,,,,, -, iAM&R - �,4� ­'i � _ -W� - . ­� L, SLcJTp_1*_1�_ . 1/16--s- MIAXIMUNI.- A,$.,,:,D,--D,E5jP.N,..,,,,.PRf,,SW.R,E,.,,RAIIK �UiRsRLI-mD c I ,M 8 E S _P _0N Q 1 1 i � 9 , _M _AX I M-Q, M'. � ?A, t LE1 - - L E I I � U.T � I - i L! - - ai,PI f � ___ 1 MACIIES-I'm hs�o I " ABLE, pill LfWGOI ____71 1 121ZMCC� FOI�255;URE ; , � � �ffL 'E'P,114411,111il 31JEARER."El,mill � - 1� 7 F.ApIft I RMING (pulf.) 1 : F iSEIE EETE"C W�06) - Tci� i'l "i'li: E � C )EWpi I -i - , � , 11 I I ---"I-, - ___� - . . *55A_-� -72.0 g . I . 8,­ � . I 2 3/4- t i , I UNBWED - - I - . !XOALLATIQN-QELAIL!.�-.,F-'QR-PPTI ILLIEE. : -: Q& _&Z-F-0 �IAEiI)L-�$!-QRM--PMiL.,-aLS-li-M WO -EX-ISTINQ TLURVOURES - - Di - , , - I I ­ ,_ - � � _1� .1 ------- V - - I - - _- I - I, .. -TTi . - I I If � . F � � 11 - - I[, I t 7 1 = � - � 1 I , - l! : � . I lr---- __ I � ,­ - --- _� � : Y I � . I � Al XWER - 1111, �� .E,001l� I � - . I I I . I I I I IL - 11 I WEE14,10 W I L I i RRAFXA - Al I � � �!,, .0- i E 1 glicilill � I i I 1 11Orl1mRB �, -- � 11 ­ I I 1, I � I I � . I - I I E I . J - -_ , I-. - , I ­ I �1 . I 1, �,� I I 0 6, -I C ��F��::---- - -_ 1/4-1 TAl 4 IF DrC. I ­ - T I �-i "Wo TAEI,l 6 a', R,l . � 1, I - � , " - I - ED , . /2, MIN TEDIEUREm, I j i " � . V/ I I /r, Eill 74wki ii I tAiRtALIL�V I , - ''I � ', - I � I 1; ; � - ! - �1 �("I��AT .1 ,I ", I El � � piBIGIVATION X11 VIOLET pki"upi A, SIDW I NOW � I � � . � i , �1� I I I nmmu � . �1� - - IADEDER "! � � I -REAL I ___­ ,�, � - I I/ARE, �El PIA E, O4- z, - - 4',710, T*WM � 2 � , � Ill �, I I . � Nl�_ I I NLAOM : � ; i , I I I " , L ; ! I I �.% . �:� I g � �� I . � 1. . :1 �� I i IT + � � . 'r I .... . I -IL,ii I il. � 1 44�j -�, -1 - , I ,� - = � i . - "-. f � � ­ -1 - , , �� - � I �, 1,/2 I E'll, ­ � . ..... I 5 1". I ,� " 'W ­�� I ! Ilk' ! �� � g ­,­ .. . .. ­�'. , i " I .-P . - , ERE � =R=_ WA, , , P MAIETEEE­ i , l � i� , -e�61070, � I ,;iEl ,E'EiE � � BBqCn4+,-;' -.1 j E." , L � f ,� , j � ­." I L � I � - � � � .� __­I� I � � � , "'"" 11 � � 1. i 1 I ,ill 1. I ! I 1 _­ � 11 I, l - , �� � , v� i , � Ill i "'i, , J, I I I i I I - MR, 1, u� 11 z � � 1�, ; ; I � � iII I i � I , � I , �i, , . t I 2 I I L ! � � , I �; k I � "", _L1 .. I a , _1_...,_E - I . I �q­ --- I I . ILI. -_ , I � i - - O&I �:l ___11 I , , 142, F1 cl ; . �- " i- I . ' L � ill -- [y - -i,�_ __ , , � �, mij � � : �� : � I � i L�� , , I . � � - �_ - I I Ill . j I Lif L I ! - ( �j - � I : - �T,) I � L - - I r 0 � i � i � : . (I 1 , ff I', Ri[E [ i I I 1. ATKIN ; : , . IV 0 Tows ! P"'IR ! Rill ! Al 11' "I :1E 111,01i4i � � � � " �, , I ":I" 1111111111 ER RE. I , i ,, "', W;., � F� 3V � 1 17�11151L El IN:11111IT1111 11: " � I ! I 1: 11 � , 1!1�ii,���!i Elf:9191111 jW111[jil , : � , � I'Allill 11 ILI � lrl.`AIAIR� 11 O i � ARNEEI VIIAWH FIE, ARKffE E0 e,i4,, 1 �lll'j" 1, � � � , � � v ,:!� � � : I CA10i E � C ..� I 1 � �!Eu 140TV. � MLDF�I � EMPNOB." . , s 4 j , �t),l ti'l I � WOO, -. � I,i,i, 1 A- IlEEREVEFERBE I L � al =4_ - W� - i . E � - _ � movw) M -,- m Al I � - - , I (SCE WTI. I IRF�_El m A� I 11, -_ -_ Ll I ; i ON *Im W I 1 1 , ,,-E. - . I .1 , , . I i m ,c,,l __ ,/4,_2CW - " - I i �i& W i - � ­11, m BW vlB S 11 - I.. AS. I/ - : , I if I , I I ', EC , lll� ,a - . : � ,(%� V 3 ,,�:: , � ­ + , 1 4 , 0 ,_ 11� ` I ERR � .i � - __ I �� All d411l � I 11-1 �� I , - li, fl� I � I "I AIR !"l I ! �- ,� , I � i �ii I I i � I I I :: - I A� ! I I I I I I � � I � I I i I � , , � � i � , I " �, � � 11 ; I 10-0 "ARCON �E I ,�) 'L 1 � � � : i � � . i 'mi ,/Z- i I i I � ; ; ; mi �_l 1 - � � I ! . . . �. I i I I � i � I ,�, i I PE.994,11i AT ; ', --. � I - � � � � � r � I WVal N' PEAIE� I I . I I I I I I � I I Ill - I f � I I I I "iA � 4 1 � , I I V I I I i�,,': X�Jrll .", � �� - ._: i: -, ­-111", u, 1 �iII " !I I 113) 11 , V, Al '� ,11 v !:��J�,,__ 7 � __j 1 � , � ! 7T i �,R "I I - "'I", XR111 1i . i ::i , " � ___ ,� 11 � q,� qq jxr � , � I � � 177' �, T" I , '. r , � . E , , - � � , I T" , ' L . t� I �4 � I - --t. � _:L�_ ON - � - P1 _: 11 � �, � '� .... ,�. � �� � I ,V= - - - � - - O" " �, � � , 1 :,M=7,,�, � , , , �l�,� � ­Z_ i , _", I � 4 . J - � I i �'_f L I%#Er, ' �� - & To 7 1 , , , , , , I . 41 , :0'= �A iE - " . I I - - L I I ; 0 . , - . � I - � - i 7�j_ , . -4- 1 1 c. - MAT i ­ I � 1�� i ii - ­ - c ill E,"'Ll -� , I � � - I- . i4v-n�yvs-� ,-,s - , - I - � I I I - ' - All W, . j I � - � I t : I 1� - � 1 7- - - I . - 4 7IW5EEEL)l PAID �� 1: L � 1. I _ y 71II-0i I , WALPIELD -- -, QL -_ I EBSEEl (eclii I ��, VAR IRE lil . 3/4i.-, KEKE; --- - . - ,� t� !­­ .. --� � ... � ---- J; , - . � i E I WAS­� W ,2 '12, 0, C � il i , BE wmsl ital I E E � . � - - i. � � ­ TAPco, 0 i . i T71�'. 1 � ­ I L-1 I I64""l7- 00,0c � - T �'. Doi 0 V 0:� , I ��­ - I __1____ V I . i - T,'RE,W 1! � - " : q..iE:,-E:IIp Ii 5,,,r?) F I : , - I � � L5DWLREREP W/ EM412- � � HE _ � � ' .III � �I � PE1410�1611", -�[ wbVil ,I : I IF TKNEARIER EEw RlEI mi ­,IRLEALIF p , A L­ � � � ,I � .� I! � E OF I, i - L I i : - __L 11 _. � MN AT ELENEEl I I - A-11, PCBETRALON 1�, ERUNTICT" I � - I - 7,-E-, - iii ­_W Ill � EiEll - ., � I i --- 2L,. �; I � , "I REWIRED __ - __r RLWI "_ � KAW H - __ ___ - � - ill - -1 Avaul 4FREEE.B�FE W &L WDIE111111119-1salill ElT1 WA" MWNIWQJ�_� - - - VF­ )NALL-moutwmaiNnAul 6 = MIT KY JTAW_ q.. - R � , �m �:: I I �� ALMNi fift A�,El�l,lll,FEE�L, V. J, I E 1ACM-MY" SLIEULUEETY'rAft" "kiEWHIHERNIN, L_Nj� *'Al Sou-ILEC'.1- sc;�z 3/al­" -` N TW ISIR 0 , -� .... �� 14 1 _____ - � , - - 4 - \ 9 ,,�- N�;R - .,.., � i ,V-_�- - , fri � , �e 1� FLORIDA BUILDING CODE ?'Al Velocity IRREirriviz ___ 1 % FAITAUAll AM ORKEY VALW FOR � Ska�[AEEFR§ PFE8 AZIE DURON LEJAXES ,�� - R1 Ell - rT-- 1. --All __ , 2f � .1', '"ll "Ll 1-11 I - E - . . - 5!11�k -7�,a RIEF ERIP Ni LRWRRTEI i EQ ff'-Fe' �f , , � "IN! Ohl C,4100OIED 37ni SE004 PAWUL �:j � " Lio -A 1: P5 1 -. 5 [�!"idIL: ATRO) lIRRIEr :�::::WEEI,l ,Ex,g,:A::!:12uA ,::R HE l!::,:I;::l*1,[ 1 I �: * F . �', ___ - . ...­­ � - - ­. .­�, , i I4 R� , , I' ` _� 4' - ! �� I NO - I— iCL.::V1R�:l:[ll ,BY Esfi 1�� : 10 U,�.�---A6i'�,L":I�.--W.-,L,;�.-I i"��N;Il.�� i � A :'t I�- - ., " - - �', ". GLOBAL PPOTECTION PROMm LLcl " " , __lEE____­­j , ­R, I .Z � 'El 7��-* V ^ .ft - �� I � ,I- QQ.RPQ.NFI�N.�T5",��.F.119,R�-!�F,RJ-EL�.. IAN A_190 E!=2-HA-Nf��...,$I�aN.-.PANELL,:b .. illll!�;Ilil �/I-�"� - - 2!LE1, __ - ____ __ _____ __ - I E%.-Egm --- fTOTAL moni - -_ . - - 1. - - 1 2W -- ___ �_ ___ - - - -_ - � - - -_ --- - - _�W (V�1�1 ELF— -_ ----- -- I -- ______ -_ - 1'� _ � i � �­_ �__ i -_ I Z_ � � 1­6 I/". - 1 litBi � � E` � - - - - I., C-EE" - - .W - I 1W � � - - iz 1,�­ 1. lK � i d ii I � "" ,,'l , T � E , T � . I -1 po ... ,­L"L' 76RB�,_ ", .... 1 ,� - A­�_ - I � . � � - � .11-1111111111111111, - - CE - L - i 1111 I , - r �L _F � � - FERE �� 2 Ew I , � I 1 0751 ­ -,�- T.-- P-1 j � ]i , , 11 i ,,� , , A,, 1 F � 'j/ 1 I T I 1E, ­�� .­ E�_' ,_ z REA"i MIN, _�­ - - - VEF� - immi � , z - � " . � - � - 2.E- I p � � SOL' I . T �R,R_ .1 1 il ji il I 7,,ii I i t , e I �! ow �W,� , "Vill, \ T`�`. 1 - ZiALVAl - AM A-= I � -_ Till " - � - - . E l2 a = I � . -A , I i� i Z . Z_� -- O)CE I I , �, i � -i - I - - OW E so Am"imm - - - - N- ., C_Il i / \ / Ol A2 [� , E�a�=:R-11, _�__ 1, � I � 11 �� ', j4VAl A, !I . ' - ,` I . - , , , `,H"_­­/, - ir - �' 1, ___ "', ,�[_-_,E , , � RiI - , I I.- /X� : ZRI111 �_ -, Rizz-_­­Q� ­__ ;,�­ ,� � - � � _�n- - � E - _ __ i f � E "Ji : Z" I - "i 11 � � 6, ECLI"L '- - - - , � -�E:� iI , S.-_2 _�.­_j 1, _ �7 "'ZI.- T 5NRM ZANE � � -Z 11 TV � 11 � L' ­�,,,, I) -h- ml&�K I,— REYERSQ-" "._ I REYEMD !`V . ....... IM-t I I PEAR1,600 U01- �,,." ��­ __ , - I 1 ,�� 'Vili tbX - - �,_ - W HE - 11 4 - ____ I -_ _�"' I �.,E­ - . - - - "�, - TvlEll �__ �__ E Ali, I t m A i7 ��R� -, i 4� '" � - � ��,�, I , - - ,I 0 W1 - � I- I i ,, " � 1 4 � 0 , " �'�' �'� � /1, i i I - � L , ":, ,, E­�5 t 4 !, I i 1, III, �501, �_�:,::,:�­ ­-,�,, _:;�_ ji; I I - ­.R,_�,­ 111. �MEJEMEP , - � - I � � 1- . i I I .��7Z,D' 1p . . `�,, p i � 1 t3L),9E1fiLQ._Y0k_,q1,TA[L_A I Ell ,� z 3 i i ROl 01)fi 12 0A111C N: i . 11 1�,El,, -jL'EE ti IJAILHI' %E�l,lVmNff0 �:1,111I�: I K. ­111-- � a 1 , i 41 " i I i's) 1- _.--_E---. ,� - . - - - I __ , ,O, - FEE,l (�) Ell ulact (�) pl"-L-- pU � it 4416,11 -715 Al ALUDY FLORMA 9-111i CODE 11TRUh YeEol Ell rE�l MU61U-1 ?�L1&UA_L$__ E 0EL - 4-ul -i LY-1. - i R i I � � � L� �AF-a � - __5_TQ1R�L._PA)4 _'_LL 't _ .j_ -5- ,51T INM==EXI.!.�TtN.G----E(?-VR-i�D--gQ-t4-Cff..TL-QR QOtJUTrL,.BL0CK_�TRQQ�F_E5 , �4- �ll ­­Cns � q� 7A"_CB 4001c9i . . � _� TAIECI -,­l , V ,�_Ell A,�,:l 0 ,�, ­ I V- ,c - � 0 9, V­ 4 D* oc �ll AL,1 E __ - ; �� clill - "OffIFY ��E� ! - - i� r�EE,EE�­"'TI � C= !�, � , i RV)l -1 --��!��: 14 Ili ,,� BA E: ,I '11= .1 171� N O��­ I � - ,"'4 1, 11�1 Lvi , 11 OlXCK i , ��Ip,�OE 11:�,,I�rl�E - r i::11!1,1!�:!,i�!:I�: L:1-�_DREEO 1 ,"� I ­­ 1 , I... - ... __ - , . 116' � " "­­­ C � ER, E , ­ - . ___ I -, �._, i ir - ­ 11 � 1 7 I'l, _­ I ­_­__ - 11 I'll I, - . I � 1:,: ..,tt - 1L. - -EF 1 4 rff��' i� - U�r, i!,�! �� ���l�!� � I L . 1 1 � . ,r I - - , � - � __f� I,- � �_. - I 51 9 f q !�T � '[' I I i LEE I - I C, I i i 1. � I . I I� - :1 11 - . E - ]. E - � OF I -- � 1 I I : i I V I - E 2 - - E! ­ � _i� I __� , �­_. __ F,W, �r -­1 . ___�__,__ 1, i E ,;� � Eli; � CB141r T I � - � I � --,__--I � �� eb�-, � . . � "� 'A ­41-11"'i ...... lm�­­­17 N, I I I l:iR:Ri I �,_­­­EIIEI i 1. � i �l-l� I W �' 1� ,,I, I 1� 1, i - � - F, I � � �_ i , : � , , I - i - I- =��!�111 11i � E , �'; - - T 2 I T 1 _ . 2 E, I , , I- qj . " , 1, " 1 a, � : - t ; I I I I � � � J­ " � I '� - I '_ ,Z��E ��,,Rj, I . 2 4, I 1i I i t A- 1A � - i E r 'i , - Iiii � � - I . I I- "5,llRl -1 - - � ABEED "M , ! : IfREERRT,� � I RE, t H i I- = y i � __ - I S - EX'SMW, , � - 1 � , � I - I - - I i Z I ;L,�z E . . qm ?x 1 � I ,I El 11 � b - , I - - ; � � � - 7� El� I i I � � I . I � - I � I � �FTE� - � �,A�s ! - I I � - pxll�­El _� RE _11 _r � � _ '"' �E , , if 4 i ,� � i i � - � - Ell - � l , � , - � � � - i I � 1 ; , � 1 !! �i il�,?,p , � � '9 � � I . r 6 . � I , � 9 I � � I i I 1, R, iR I I � 11 1, ,j E � AF� �!p , 1 R 4 " - '! : - � I r, � � � , P , 11 I � '� , , , I - I � ,� 1 ,I- - 0 I I � I r- I , � 9 I � � W ; ; � � - E� 0 � � , , � I I - - � . V S, 12 - � ! - , � I W "­; -�tl , � � , ,�,5 - , 1 � 11 - . � TIV E, WRE- � I - . � I 9 . I - : m .1 it -le, ml, 45 'A I � i , , Ei - i ­ BE �.VVEE I. ;Em _1� - i, ; � 9 i � : g ii -�AEEA �' T, � � : __ - � - - - I I I - � I : 1 � 1 __ WV I., .1ol - I � , ,� Al I I F&V� 04i , � 1 1 A � I '" I I i : � � I � 1 , i � l��, ��, : ! � 11 � 11 � a "_ I I I i I I -I - I I I I -11 �. ­�­­_­ - - ­_ I � � I R � � I ,� i --,-�-j tj � - , � � - i 9' 4 .1 - I I � I I. � if I 1� . . � _� - - � I I . - i � - i . � ­ � �� � S I I L ,--�-, I �_ I -, - . - - i _= � � � , I : � �V. , 7 � i I - JE �� . ­ ;i 0 - . - - I - - i - -1 I ­ � LL , i i . i I I ! 11 � - ��:,� l � . t I I � , I _� 4, ' E -!: �%F$� I !�, ;B� i : t I- � in IPS. I - i i pAl � I 9 I E I'm I . , r�� � I �, , i : I � P I � - .- .- __ _ ­ L.-A ­ - _­R 1. I - I: - �A__�___ �: � i ,. -- I ��, �­_.,_­_, jl­'_�-�' , � ,`2" RE VA'4_20i '" W/ ;,' I - I ,�_,ll � ,,��C V's, A.,, . --- �� I ; T 'ils-3i --- EEHL Bu,r Ill - u I . t_/Vil WNEL R�J ---i � � I � , - 6� '/':- EE I � ;W. , , - N� N�,T - �Eli!! RE�,,, -, � " 1 - --- - - 2 d 12 1!2� E-in I . -_ lKyall , �, _ �Fp, a ,z, 1 w - " � Wf" WA,­B Rini , __ 7&1i �.EHI - , 0 _- � D.- 1, 'Ir- !,-CAq lE.---EEK; I , 01, IRS' F i�. - 4- 7VILPI, IRE� l__ TER 4 1/2' O� � 1 ��, TAPICE11; ENCilICIRE 0,7AOi All CTUDI :gKiki I'l, OU?) Q 4, �,E' ,,,11i �, �,_F:F` E CONCRETE �4"INE� CEIE IIERUR,"LT, TXAR'Zil �_"BEE Cq�EWI;l � � � -r'EC:Fi1F eL� i E1EhXRr_lF I'll. 'R c Os,�� ktc,� 04; C6,Tv"m eLoc* RRR; W_ ", 2mluja lumu'l W&I.6 906N2_21NMIA A&lMW&LuTm-bi - - . i rink. - L�L =1uK__Z_A_ UU1,0"i 1EMNAA __ ,=UAD&_a .2 -HF-Q"- --AL A-um-W. MMRANEI. 4 _,RmJ;.RAl 0 -��EIE�.�.11�:,;,il�il,f,ca-tmriE �LCAIA -1/V- I � $tAU 2ifz:­ i IT 3A� L - l l)��­ , ... .... 11 -1 I I I - � .... ..... ­ - -I L ­ I "I 11 I I , , ­_ � -, . 1��_p­l T A� R't, r'�',E ackERill I" ii, & a_�%5`1. lr;�_:�!E [I -EHIAEA FREE - i "Al I ,,,,III ", , "I ,�L, :, `7"I'L"i �. 1,S1,E,A I.EIAR) FPI�_ Wl_� I-- ­_ i - 'Bl !El V,o - ; T x I I -RERW !�� ---- �fl N - i!E�= Mk I, I LCEFTRR� YR__ Di� -i i i -z - ;;:;;� 4 ­_1 ­ ­ � - I- � j - y ,j ­ ­ - �, E N,Y , �:T " �F2�7,�_ %N e � 1`1 � FLONIOA KOLWLI ) �. CIA V ILI zo u5F iiiii �. E ��­i IRWA;E Ell. V�El w ­F ill - F�.­_­_.. F­�Cl � . "' � ? "" : --- .­.111­.­­­­­ ������!�����.�1441����l���l����������-l���.--�.][.. z �'� ­­­-___­­11 .... I .... 41 ... E?L_!t_ .......... .......... _11��, ... ,�_L�� E ..� =,!���� I .1 , �, I", , B�:`:"K� "i '� Ell " � I RE, - , ", ,:,:,,: 11,11ijEE F"MOB, RE � Ecaruft,_ -1 �, � oup-i _�_� " ­.­. [----,7- __ � "'I'l,"I" . . - r�.­ ' 11 - rlil, oi_i7_7 - -, - " - ,*_ :i 'r, * - - ,2 �:_ i! ,"EE - : 4111R�ii, 2111� Oilli��!Il� 11��,A,il!�il,il�,11,�lli������ll��lI SIIIII.:11, :�'011khll TAINI! lir 1:111, ­ ­­­­---­--­,­­­ ­.­­­­­­ .... - ,,Rqm�i i III Efi,o!r�,,,�� B.-IF, "IF11116.11 ,WK; , ,III � - I I - , I I Ell 4till - - , '. - xf 011_,_� � - - ,--, � - S, " -ME _C.0 ­­ '%, - RELL, I / 4 PROTECnOlq � ___ - BE 'm - All Ell F= = ; D'Ei - "n 1. ""I' . - - ,� r� " - - � , V - ­_ R­ -- -, ill - , - -p - � I _� I � , ,. � � .IL z IWEC ,El -1 JOLOBAL FRODUM, LUC— FEEL - Bill � - ­- �� I .1 -_ - T . I -,. �/, - L,; % ,-:�, ,_� Ei - e-,�0_ Er ­ Ell 11 �w. s .. A, 5m�, I �­.. n AE3,� I � It` � I I _.� " . 1. � lk-,!� Ei, � ­� � * " , - , 1 � I C W, i - ­T_ L�_Iw=,l -_Fc ,��.KlEl "E, i �ul I .- ­4 ;W:BM "I � INEF I ­1 ' . - -----'- L � ­ - ­­ ... - ­ - - - ' � ­- ­­ � ' � - ---- - ___ ---x RRRB� � 1, h I 'i lwrrm - �l - WON, ­9upl,h, 11 ���E Ill , � 111i , ,,,LT� 1111 �� 1:11,��xl dAl� I lip'll, - . , ;, � '11, )E'] _­_R� iRE F � � ;i � � , ,, � , I - ��,­ 1:44 ­LF E' E '��­ .... �!j!11111Q1 i IIIIIII!, I'll, .! 7 - I i _ �� I � 7'� '"' � ... � -_ : I5 , -_ - IN MALL I N__DET�j FO __0F`11TLj12 1 --- 12 f y Cz 11� E� !!!!! 5A T�-5-Tg.R'��.,�-A�S�E��,���,.����-,�;,��!!%im _ E - ,: � - W _0..Ex_1_MN_G_.W_0_QQ=S _RMUCT-URU . I 4.1 - � , i I I . __� I � ; � I I - . -_ -I .. � --,.--- I I I � I � . . . . E I I I I � t____1___J � "..'T"'ORE or fi"DCL ,- i 1 -,,,r., , I/2- .ii TREnEQui i � � I I : , i I : I 11 N ... 1! 11V1!1:1,l 16 LE 11.1l'i 11" ­. � - 11 �� ; , Ill"I "IL, iml THRIEREco � � I I I I T P�1113TATll AT 1.1=11 1 � I E "Sk�cp 1i � t � 11 ff I I I PENEFFE1101 AT El , , : V 7 p I , HEALER ! . ,, I I . . i ­ ,�, , - k- � I .f '-"'! A, - F�- �= �, 0 � . , i , . , .E5 1BW --- I mzc - �",. ­� I I � . - 1 � �- � i I Rf�. I �� -, . ­ 11 RF� � 11 i WInt, 4� � .. I R�', ,�, , � �� i i , i REQ'i ___ 1� I I I I I I L C ! �.EF�:_.­­; , , I L i ,�� I i I 1 l. , - ,I , � � DUO MC-411C111 i � , Ill l! � I [ll' R9010pi .1 i , - I 1: j r 11 'AL � � - 5 11 ____ - 1_1 A ir � �� � �_ I -- - - _1_j 1 - - I I - , I I I ,� I ! - .- - , I ;� j 1 Ell-- I F, i rrr � I— - 4 I ,'I . I I - I I r I i - __ il P I � , . : _ I . I- .-- i , I � 1� 11 Eiii, m,Ell , Cl I � . � - F � 11414,11 : �� � : OX IIIHEIVE10 � � E � - ; � - � ­ mi I i IWOVA� � ON PLOT Q � - I : t Gli T I I � I , V f - m - .­ ,I, i � . r- � =", -i , � S --,,,qZL 11 i- � _­EW 16) I : 1 t5EE WV - , EZE,� � - f � , i �,_W_Z­E I RcLzll - , t ! i iSEE N'Tr , l I ct"V�s - 1 jr � �'I',4*­20,, � ET A " AV -1 -ii ;1P � � --]i i : i 1� � I �� jjj�,",, ,,, ,l I �11 I '11i 11111,11 i I : � i . . I . I - c 4 z i I 9 I i : I i R : ff -_ i I � 1 'I 8 11 L � I i ,, i l� � - i - , i I i : ti ; 'I I V I i , � � I . __ I I - - i- � - :- i i 4 I . � � i I V I 11 i [ 1 7, 1 " , i �,_,, , =_ I � __, [ �j r- .. I _1 � , � � t � � � I ,- 1 � I 1, !�: �� I � i I , � 1� 4 � 7iER7'U7-7f­­ I , -_ � I __ - � 11 � - 4__ i I � I ! I �,Z_:-LIZ-_'­_� - R � i I FQ � I I _� Ir F a ; iE� 0, r.jL W � , -�- ---,--- - -1 E �� I iJ, 71 - , I .:'! ".9ml � : � � " - W! r , � �i Ell � � " I � 1 �___ - I ... �­ _'_111 _111- � I 7,�EE'El Ir jlly"_ REBEEREF ­E El�l i 4� i - � J. . � , I .1 � :��, � � I �, . 7)5�1 3,lu` RWIIEI�: AQT � � EEC W,7­ .ii, I i �� I i I I ­� �'Ell, Al f�I,El j , rl, � 1 �i� 1�Il,EJIIE6 IEAL�-.�Ik I, V- I i REQ01RALD, I W,Wp a ISE,01ROC . � 2 � i 1 1 S-Ell ,.N,�TAIT PL - � i I � I � i a I a 4i­IQ p il-i � I I � I t - - - - � -9, 0 c Al a - _ i i I i i , . i . 1, i E/�' Qc WT 0i _1 -_ - � a � ; 1 . r i -InAi - . � - I � ME. ToPEAfRED 90q71RAl � I i t f I , �A�C�I�Cl � i ','I , - m � i 11 � 11 1 I A7, M1011YR)i OF F'EA- I ; I , I 1� , 1� . A6,Wl.,�,�l,Q,�W'IH,i�-L]-Nll�ALISr'�ga :: NT T i WALL. - TION � ALIM �,-W.,BIEE,i i � ��-m­ Qj"EAD ! 0 REGULAR EANELE - ,� SCIALE 32in - 's.:�� - �- �._ ­_..., .1 - ..!!U�S,llli=_�M' ___ , _-� ­,ll .� 11 � 1,e -, ,-,,- %1- lit L­___­ __ , �_- ,c FLi ,BUILDING fODE,,�,i�.i'�h�Vcl�f,�!,y....�!��rr�c�one L.c�!�,� z - --- ­.__.IE­.....­­ ._­1__­._1­.., - i . � ga­ I -, ­ � I : ' ll�_ - , [:j: 11i,�!!:;, ,111,111!11 li:!E�,4� � �.I�;�, 11: 1:1111 Ill i 111 i � [ii rp I ,ii,, , 0 E EicfN I Vi :1 � : � R14 1 � I , �:Rj �;� ­Q E TIE1 �d,?�p i I ':, �l� A� li� Uir I i I IF , F" i I ���,�-,�,,�-.-"�--l'.-�,�1--��"--.-�..���� - I �,E`*O �`D.l REEE -, I - , N�=c j 1, R7 '. I � . 211 0,14101 CoLli"INIZED SIVI SBOHNI PRINU. � . - � � � ­__ '* -_ ­ _-� dkillEll 1111:1 Rr I � i � ­ .1.1 ­­ ­ ----- - --- ------- _____p=­ - __. _____ * __ - __ - .__­­__­ E � - �' �,_- ' . � I'= -7 � � "'"'i'll"" �,�R ti l � : : I EEEll ,2� D FIRBEEE, 00,451W:'V0E4 REERERV W,Eel 1Q, L- ��4 f, rr. - , ­r r' 'GLOBAL FROi PROl LLC. �:L / r- _ - .TF1 " � . i Z ,�, . - . -_ i �,' I i W) , � W, spi DE­:iTf LET �Izit -,,IIii i- , EI - -� � , S, R;� - � - - 10 . � ;Z.�� Pl- TMIEREF * FiRiliEll � IEEEW_ FL - - i - I - -_ ,VKQI-11E9R­ - 20-176 �__ - __ Ell - __ _­__ _�� - _ ,_-_l - �?ElFll - - � �`t i p, _ _ , , _ i FEEDEA1. .1 ­ Bill, -9,_ 1. � (TEST El _;;_,�__ r q- .___________ ­ �;;, -- :�R� - -Rill _�!C _ _ __' � ��Ivjl �_-_ - V., . I�IIEIIZ !�'R ,; F h � --a -- - __�_,__�_�7_ E7�.!� I 4 �­r ­­, __ �, .­ ­ ­ - - " ­­ � ... ­­ .'­­.­r_­ - � ... ­ ___ r ­_­__­.­ ... ... � ­­ - .1 Ell ,,,, 1llrL _ _�7 1 � _ � , , '_ , , C�l � � BE ,�� i E' � L-E� --��:­,­�_­� ji, L i , � . . -111,111, ­­­ - RIC � IA V 9 E j lm�_­­­Ilfl .. __,M__ �__111-­­­ ,,. ­_­&­;r­­_-,r .. . . . . .............. ­­ - 1, V24 IAR 011'j liur -T, , i E 041 I , " E, , , �,14' j I I,/ I'A I wi, GE lil,EEELI�` � ''l L jE.,.L- �_ - J� 24 PE� , AA . 2401, ,.1 ' �,! � �, 1, i �spl I111:11% :1 �� 1� %R - . I � __� i W"'BlE71T lllll`�_ 51, I R!� ERB _j­--­-__-__r ;-- SLpill ON Sri � ROR _W `FF`E`­______, - � EIL-i--, ! WEE, � . I --r a'Ell - ,El ?& . 54 ,-A_ ,_ - � � Mi , ;� , ,I' Ell I - , 11 1, ____ . . ...... ... . ______ - - -, 4,E sa .. - - - - - I- � r, . , 5 ­ _V:;R�� =�t--,-��­ _� _=2 =.. , -_ � k��­L'Yii' _ I =­­_I�Nl . ------- -� ­­ 1 - - -17 ] . � 16 I i � , E _- I , .. � - -� � ­�'� "I , ­ � �J. ­ � ­_ ­ - � , "I ff` � � I 17L� . � l3j--_._'' i"i , I , 1. � I I 1.� , i 1"'I , - -4 ._ � I 1 �, ; r ; 1 � T­ � � I I F I i . I I 1 ! � � , : , � I I 1 : : � I i I � . . I : : � I I i : 1: ! : l I t ; I I � ; i I I I : � I I I : ; I � , r � � z : 1 , I . I 1 4 � : I � I ; . . � . - - L � , � 1 --- - � � I ! � �, - - � I � ! - I— - I , i __ � ] i � � , I � i - - - , I - -_ ­_ il � Ni � R -FEAll 11;1l � 'I tpirmw �Amzz_l : , , " - -, , , - I " � : � r-ail ­Nti) 1 1 i i f,m A-01i S& i � - Ei mci I ! : I I I I . 1 � I � FFT NEITE � j � wr� __�__4 . I . . � I I . : 1 1 : � 1r_.1­_._ � - � � I r . I � g , � � � ; � : , ! : 1 1 i I ; I I - - -i" i ; I � Ri, i � I - I ; 4 , I �% , 1 � I I 1 i ,,,. : j c � �j EOE � I i -1 : , - � L J I , 1 � 0 1 * I � � _7 � 11, � I � i �­l - � � ; l� �1 �� , r , b � I t I I I � 1 � - I : --- - � � I � � 1. [ � . , � � � �, -- ill , i I % ! ! : r I I : �.� � � � I � I I GQLIW PAIEl W � , i ! � 1 F � [ I � � : � ! : ! I r . S, ;62 3!,,14, U� Ely � 1� ; � , � � , � : I i � E � � EANiR b I � � � I : . ; ,2 : I : 1, : . i i I . - I 1- � - , __ __ - ____ , o 7 . - - I RE �Ei ­ , ,� , � � , I j , r . ' I I r � I � - , I - 9 I li � 1 , I ; L. ­__ ­,_��­�_� -r-l".-I _ , " I . -­­ -­ , - . I I I , , I I � � _� - -E � � u � - I ' 1 ' '0- - � 111_� Lu .", ii- - I . L � - I L� �! I— _�� r �, � 1 I I,U� _�� ! .,E ,: i, �: ��, i 4 - �_ -:, I ,�_� 7��. E, , ' , . r - I--- i . I . �, . I . - _� " �1 E ,:, , I 1, 111"' �i L � - L - r � !11 ­­ % % !­­­­ , � ­ I - $ , � !EE 1i _-, `6,1l�,E . IF_ R= RE- ,; A, " Ell - �� -A� cokil AER�011 xl� 7, I" 1� 14, - ---SR�� - O'TET 73, E­ Ki, scu'l I , TEE" � � � a sell ­ EEl �!_�_ -_ I Ell 0 - co *�- � -"000 (D . I !As- i 0 'C BE .VBL_;E,, �,4­'F N 0. - '" K pi �7 L21961lYA N,� Ejl�U_Z Q 1 E` 'i "',".r " ` E_ I "rjpr'MvuLFmVCEr� Nf,�`�rh.IEEL"l "L Ji A 614, .1Z . RANDR-EiU .... 25111,m � ��,I!5,10,1.,F.Iji 51EIEV�.-Rl � SWRtalill"El, E, 11- � I - - ... .- . .­__.__� i-ve - - ­ -I 11- __ - - �__, __ - - - - .- - - -- - ­-, - - - __ I i L11 , _-___L.,,-��_\_7­� �,_7 - /il / 9 �� � I !,� ��f �o�,E 1) 10" m x"In (�11 ij�zji � =nQ1J.QbL ArA RELEAR:ill"'ni, � �, - - ---- (,� G�:P�,LO7_5m,_5_l K - -i SIORV i wEm, I � ­ Cosrs�_B,; -F i - C-3 TW17 f1F & 5l, [:� �",:� "A"111,115 C[iftq iiI.ELE'VE! O" l�(,`, S' �700 E� [ � Err-,TR F I'l ���irr,-Wr Trill ET,JORBISE A I, F ,R� ­_ ­ � Ri I'd 1: IC ,r::,-.- ,-Y, 11 I 1!l1EE !ij Op"'Irl I'll'i ... 11:11!1l i - � �14E Pll,10%E i !��OqCll,jll liRR by'PLIM lkil,"E'. �rf'IE7LE­L. I ­ %iji,11[ 2l:lllt�',T�,T OF , Ell " E, 1;, A, ,16'Ol WlEA3 li (14 i 1 4 -_,"El, AI, �­'URSOP, Ell 'WPEV SEV!w'A TkAcx url BF T-ITENi �NEREE` %E Al 'EITHER ERE ­W� FLAW 'i or BEBD __EFl FL.' � - __ . 1, - "! � CALF Til L.G WWLEI: AK i COWEEL- D TO EEOT�l -�ZACK (� � -W-P 1�1 I ­ ,71 � f A - C%1:1111,19,cl.,, �-�'IRT i("T BAQ i S%il SEE Li , Ci�il��Clm -1-i �' :=IERE,� CFO 1,�,Fl 0, 1��ITE lll� AERI, �+ or lll� Elj�:,� CAEif =IRIPJEEI[� , 0� PA��Ls _� � B�l 1:1 Cli'll :1 lll� i, W� 71�:TAM� E, I' lik, il:Ei I 01CA fl'i;'! , 'L - i ELCI QJR � , ' a E LI'l i I.n:: �l L� SEC Aj� jjr,Eljl� R , � - L : ` , I P EE � L 5 I - � - ! Ill � _� Ql� : - - - N S�,6, �_I'ii,rl'­:�i ..... ­ ' I F - , hiLl:,� 4LF67 I �* �, ' OE L� - 5 TX�j ,_�'T � :,,'E�,�_ Ell I, , * 'I- 0 I i�" 7-2,ill � 2,/2411N., Ill I, i4 "10 � , i ,, 'IF - I _ F 14", I 111.11 ,� �, �,. �, 510a HIFF � Ri !� "'PA., i i JE, '-' i ­11. ­­ UI.R.NC111 qEl­RIm B Nil -4- - 3: i � �Zn w,cl ol F,W Elio - - , I - �i- I RE, ______�__ - - , - - - _____ - ...1 . , ­­ I -,--- --#�­, S­ z E I ----- __ - - -­ i.!=­­ .__ _�­ � W_- TWO L, B , ",e - ___ _ , I __'= ... - ­­Ir , � I � I - _­ ­­ I --- - =3 " I E.- _� 11 I t ig -� � --TO E , -,- 7----].­1 ��17' 1 I � :� ! I !�1,711 m 7T1 � j -, i � � , F , "' �l 7 � i 1 1 i 1 1 : 1 � :� . I 1 7­7 "," � :1 7 1, , I I I � � i I � � I i : 1 i i , T I E�, I i ! I � � :: , 1� �i[� I H ��, 'll T; : I � �1 .:� I - __ 1� I 1 2 . . ­ ;z �,� - __ - ­� r � -, �, , ­----_--­ - r �T , r , - F- --- --- _ - - �, , - Ell k um, "_ ­ I � , i I, i � � I (INTI]l FAll (INITITEEll 9FREELD � (-vi ii 1-1i � I $EE Nom 2 :% � BE BW � r_1 Wt - us � i , - � Ei ' � � I L , � : 1 �", R ; - � , -�i __ I "Tr. 'DiTi, 1 - � , � I (' I m � I "f, , A, j I � � b . I � � inh L '� I � 1 7 I ,�,�r ; i � , , . : � 7 r lj,( . j 2 t � L,,11 1 1 � � N - � � � �� � i � I %, 7 � � � 2 - I � ," I ,,,, � i I 1! �i � � i � 11 ! � 4�, � � �,��� 1 � ' � `q� � �L !� I : � � I � : 11 � ! 1 , I' I, � : , �, : � [ � � I � I i : ; � ! I ' L I I I � , I � I �',��RL� EERI� A'. : T __ V ,A . r : : I I I L i 1 1 i [ . � : z , 1 � : ' r- I r ! I . I I ; � E 1 1 � , 1 � I i �R)NE � � � � I : � I - : j , 1 5 � ; 1 E ! . r i � � _ R I � �� f : ! �, 1 - � � , �, . . . - I � ��_ - j T - 7- �-_ - - - - - I - ,Q I: 1� I ; � I I j 7 1 7 T �T � I I � � , i � r I E, I � I , , � I , 1 � � I I , " � I I I . I i � � I , 1 i � � ! ; ; !, ___j_jt�j� 11 I ' -1-t --I, � � I � � I I i � - 1_ I � , ,�i I � , i ,,, , I �1:1 � : : , : !�, ,, i _�!­� I I i I 11 � i 11 - __ . _-, � jr­'. . ­ � - I . i �,­ - I" , l , ..1. � . , � " � � '� ,�,,IVIA,li' �b - ,_�_, _--f- I � , �1`11_1 m 1­11,�:,�_' - �lvo�� - --,r--- - . � j,N�n,E-EA,- �l MAY EF LOWRIE ,/r ur AT ENCE = I ---- DB� pl � �1173?`_� �_ I , i,297 pAl p i�q IEV Wi ,� ;,:An� 1 4 (Bi Loa, - ivii ii I - -T."�"plc,A=L-"fLVA3"I'l�DN-FOA��s:E.B���5. 101P i ��0:11,11l'I'�Ill�l',��,*-�PI,�ll'!P'��1,1�,i,�l�,�� . N111:111111, 10, �: �O',LLL3 '11:110RI ` r __ � �R;01�11L Ell 211:11l;�lllhl,� I , " �� � ____ _____ - E�nZ__hAqG__2_Q_x_m_fAELa _55 Y-15JE : __ ­­­­ r ­_ j i L'al, - " I , - -9- 4- ­ ii , - - - t". El C`p _�i, - --� �Ell _.", ,�,,,_ '/- "'_ / - ,,, �R, ­7�, ?, 11 " , 1- .� - _. �1­ 1��L --'-'I- > /i ,;�: �E_Z_S.1_ I'll � "', , ,."_�-EL I ­ T", !lIT, , , ���!�l�l��"'i���1,1111:��lli�l���Ill, 11b,''11111II1111 _=D0JUB i �1111 1:l1lE 'i NOT Cm V,I2- - I- fl� ��'_-El Q� ­Vl _­R: t - I R,IAWG 5_,ORM Pill �TIBA CA)N&WNU Or PANTL 0 ,1- TP.n�S ,T TQr A, 1F=El PLUS EzE - i _1`A1, al ,Y/ EAIR,El i -_"�� -,�ELE,s S.K,.", 'jIl _r - .. ', C� (;ER_�C,T� -1 O, I III COgjjR,_ ��. Wp,� Bill E, .5 Tr A&ERCLRAWFI, )IT, V �iEli ,1qmi 111/ IS- i J2) �,RvD, AT 801,1111CRI rE1lhlF:.1S Sill Elf �51111111E�C,�t.D rc, � -20,3,1'4j`_1j �il %l R/ 'Y' O,Q� , t �,�3 El E, mil It'i'mi---i i TEp4iru .r."42LA-11 �s R­ W L`R %,,, i .9 III 1,41'. 4 V� DnEoi or, Ni 1,1 I TrLCW � l '� FGEl al EEDIERE Ei LANELS AR, i r I r �Rffll W/ 1�!' Li TRl Ri .- _ER�IEEEK li DEC IRAECS All i CERENBEEFRIl TO 66770IR iip,K�K ,�D !�,�_E- 5ARE sBil eE PRC AT TOP E� -� ERAWLS Z� E­ T111TALLATEl Will EN* pmla� AW Sol IlCTERARR pmrr�� RAL cil E miz - - B"i 10 7� � , PAN"'RALES .WL NICA,"A F�W_, ;l BE i , W 1W."cl, 1" I �% O Ell A11140101114: BOUOU OCAl.X IF i W�7 TWO PANTELMAll FILiA.01,49i A 1�41C7 SHOWN ON JFUEI��11�`Illlr,11111 I" , , "'I I I PC I 1; � E�� '14 Z��'-EVt ����"',-'���,l�.,r�g��L',�,��"5,, ".'T,FR�"�"R DME' "" k ESU'l C . � - Mil i6iX '�!�' �EAI&LL I j ' ` � , - "", " 8 _T & i � - ) �A,C _Ei TW AZVATi PArittli F,,E LEI ,�_ 1+ WTEPOR Ei - _ B'i B"Al RETANTri Or, 2 ��-% � FLORIDA 811- -INC coot i ',I�2! . I IS � __ -tr ­2, R !� 777, - � -7" =_ __ � 7Z---­­­"------ ' , E , I 20 GAGE IiAlViVi STEi �RTORA PAWL , 7 I - I , V411E., 11, , , -1 "111-11,11- ­ ­­ ­_­ ­­ ­ 'r � - " * - - ­­11- ._­­ � '....__ ­­L­ ,I "E�3'r�]L.�_lpllll r_-_ ___­r ill i - lr .�XA,Lgon - _. Ell _J_jLjEC0,.%, '�, �GLDBAL PROTECT101�4 PRi uz,� ._Z -a&�rz�,__ . , � , 'I 46A S F RE �Fl i "' I'll & __ I , ,� Ell W�_ R 1AII, - i _�176 11 �Vrz E�l� 1 � �­l,,�, 1,_ '­�,ll 7 2V � R- WEll- `­"A"`­­­1 - 11 ,- - I R �!!-Ell ,-A* i C--tL�E.,.­ r�_�F�� ��E=:L� !=,��__ ­��AEIWI Fp . Ill " ! l, � T_ -1 I �� m'RA I ''n , t . Cu! � i".: I � �J; l�R I I AW0 � i � OR, Ell ---- � _tw�,�t� . . . .... .."11-11 - 1­11�11111. ­­­�� :11­, . .... 11�� .. . . .. . .. . ........ �� .... .... . . . � .. . . .... � .............. I .. . . . . . ...... I .. ... 4115,11�­,, ,11111111�­����� � � - - - ____ ______ : : I iti�,z*!.'-Atj.A-T-�Q-k-..E!E'II&Lir�i-F-Qk,-�Q!�-TI .,Jr2.,_EQ_.R_...L! AFETY,_5,l _PAREL_��Y_$ . � ..TE.M f I I NTQ_ EXISTING P UBID-C 4 � i if-e Lil ARR:,BVEIS �4' TAMA ANOMR)FIES ! a 9, O.C, FE r ICE � - - - � EICKIRVIR toulomm � AO MBO CiRT--w-, �, if� ow Rol fmVii: �,, 9 ORDWEICIll R�X ,r � Ni ; j REQuIlilim i.r _­. , q1EQUERCID , � , 'L � _47 - - r . .­L I ­r� � = r � , i --- , ,,�ll` -1 1; I 11,,_ .�,: - !_�Il __ - � , I : �� i - - . - - . � � � �'. � . ED,- . A I : ! t I cz. V "I , � 1�, I - � . I i 11 1�. : � � 1 � - � �� , I . � - i � "', 1! � � L � � k 1 -- I : �� f : � ,'Fi E � : -, A ��,,,�,,��l�,���,,�,�i�_,,�,-.�� � : � , , i jl'��A : % " : I I I :' L . ..... T , i I � I � ! i i I IRE 1 I -�� � � �,� i � Ell 911AARA, 1. i i ,, "', i i ,:E _ I I I a , -I= - , : -11 - I - El I !i! - I t Ill ! I Ell - ! ii '0 � i i - ! A . I - i I I V � � . - E � I� i . �_Ri i c2 "R � - � 9 � I . I �li �� ,g�, , ! 11 - - I ­-, � - I .., I � I T5 �� .. _.. . I , I � - 3 I ., "I - I i 1, 1 i !! � , T . � 1, '� ! � . i , Ri 4 i �� � � . R � ,,,, i 11 I ! f - � � �, A i i , I I L - ___ - � � - � 9- r _� - - __ � , - -:--,- �,. - I 2 1 , � _ ` � a, . V, . __ � ___1 i , � , '. i� �i 2 , r, K �_;, - . ii . I � , r� i I I I , , . ,� , I 9 � � , � ii 'i ; + � _ ­_ ____ , 1 - i i � m -I 0,m. � � . � � � -- ­,:� - I � � � � I � . , _ - � ! , - I i E � I I , � I � I I , . � I I i � I E 1 7 ` ' `,1- ---=.i . - I � � i " "", 7, m_ e I , , , ,r, �_ � i f - 5 - � � - , 1 Ot" J, - I i i - � I- r � - . E4D. :� ; � , I ,,,� � I : � - �_ I . i ! . . I � I � I . -,, : I i .r I i � ql�mumiRiIIio tw: I r - . � I - i�� :J___ f__ . - - I � . -1 E � . p'll Li P"S'El plus, RE/ - 1 4 - I 0`1 ARKEENi r4i Il - ___ 1/11*6 � - __ -9 ;A � Ti � .17, RPM 14,11p YAE� � i All kRn wal CI 1 ELK I 0 * ]I i -L ! tip-,011,11i � �Ii!,IFC, Ei&p,',rRm _PwreE, concri � &RA"REVE . B SLC112l: OR comi r1tol � i R'LOAhl RiEl � . 1ftQ_ft9AUAn0 .YYAU-_MQ!I&M'9_&Ul , � . =OH-5A =71m. �3 I I G-REOULAW ... RAM 0 � UFIAAI� ErY, � PWMAE � Sol 3/81 ... . i" Si CEE! .. .... i" � ­­­r .... . . - -1. I ,,A�,,,%.,'PA, "",'�J'N­ ,Iok , ­­­-, .11, i,� i_ �;­. . - ,,�_ , % ­1­1,oll E OlDil WK j ,EEE. EI I � � B7, QRSER �& . 70 i � _1�z & 2 ­ - " V_ �'. .. 155;3l� . VEREcill ­ -m-FAUIDEDEETER. � Ell - - - El_ ,- ��- I e %f -,, - I up*. EARB"'i --,v -__,3r,ENS, " � . FRANK MIXIAEREll Mi AUR'" 1,0� i,11) L a I if --" �flfo, 44167 � ' S. I I ­11-1 --- I— I 1-111111­1 ------"I' i ULM" All SPAERAR, ARD ,A,*;' 0 --- -�' I � , = 1xi ANTE, mil 0 � � ARI I !I . FLORIDA SWIJ)ING COE� E2�.� Yoluelfy,±txrrlc�� � U'PODULL FOR C.D. UrsR llp 1:: I - ___­1 il� � ­ - 11 � = * � "I ,.1PE.,..,­. ._ .111r,�ll,",.",""""""��,�I . �� . . ...... * . . .. . .. . ........... . .... JkL , � 1 . . ..... . ............. . . ............ . . .... . . . . . . .. . - . ... . . ............. ......... . ...... . - _` " " E A'Al J "ll P� " pErmilE ,lijigiii, mi:� � I'll: 11 Sl RIbi Al 1p�u, RE ­­_ - _._'_2 11� . . :: , � 1 , I: I I : CIO l TALVANIZEC11 CiElO, Poll PANBI Ill DOW , 11,10,111, i:::::: E'E. 1, � A � � - 5­11; I`Tm4`l ,R_ 'Zil ., � El rft� , _4 VIDW - EBBUW 2�_.­ � � [_ E I - - I i�;,�� , r _­­ ­­­­ - -1-1-1- ­­­..... .­ ­­....­ ....... ­­­ .__ I, i - I � I 2 FAMM PCO � I ..... . . . . . - __ i"Ir. F I - ., L . coM - - � I I E7,10/140 � al"Evi- ES, lic I'mmi All - !A -_ - - _�­_ - 'GLOBA I Al - -_ I BEREW Vil F"cro. SlEll i - - � - ,- - __� � , - LLC ; SAIC14 W 2 ,/�' 1. ­­:� I- , - - I L PREETECTON PRODUCTS, - A& - I , ILIE I V I 10 0 4 i �� ! I - - - � I - - . - at .Lf-IR; �El BESEE SE'Al iftOCKTI11 -1 , � E� 1 N2� - � - . - �Ell Ej .9i - - I I I I � Oxi ERRREBEe wn 04 T--- as -Bill I` . I � � 1-1 ,-r- Ell --i , WE6 � - . - BlITHEAW . ,=- - / . � NEEEEEES;M�5 -0 = "All _m? - 1"AR"I �Vl - M Ez Mm" i I 3-06 I "­___ j__._-_. I ­� L_ " ZZ ­ ....... ___.?_1 .1 __ -1 ­ I—- r - ­,_,___­ P F N.", I pl �l 1 ­lE­[7=____7,� ­ BE, i 1, i ,1A 110l , -_ C­All I � WV ;1O, """ -",-,- ­ � " !F�], tv__: M!!,� �� 'O 1, Ri I I I i: i 1. L__ "I - I LEI Ed V f- !_1,EER ___­ 0 R _,_.. ,, ... ,______ .1�-.-.,.,�.--.�'ll''''I'll''�l''..'�1-1---.,...��--�.. � __­ .��.11�,,�l----�l-l��'ll",�'ll""I'll1l.111,111,'ll"�'ll""I'l",,.--�.11�'ll""I'�'ll""I'll""I'll.,���,����,�,- �'�,:� I , _R�EIIIIEL_ . ___. ... - .,�[ .. .. E..,111�111111111, �,112 UE!�,i 113,111! ..... . .... "I,,,, ... 11�­.__ - . .. & ..... � .... I ... ...�_ -L.- 11­11­1� 2. I I r__ __ ------------ - __ . ;a*MAL�,=M�,�'AUD-L-�Z..H6Wx-ML4bLP"L-2"��S I E-Z IW44 STOPM i -,�K4l Om THIS Fifill VEALUAT,g)h 6XIA61M (P E-O) HAS i YtAli3Ol FOR COV4k"­-f 14 � i ! WNEWLEW MEEW-mi Or TAIECOM 4,ABcRE; Am PQVE�Al, C qWLE r- - ER44ELTUAq pul, MET MWICTEEM . � ACIEE)l Vil TW_ 2l (Iti,, Wi CK TME rLi SEMEETING ii BILL'i S,W­ i 1 1/4- i11"Il Ell Lam skku, RE ce-101MINED AS PEA SWXR� 1620OF TBE, ROLE& IT001"-V CEBIT, u.O1 N�lEAOW EURIDDRADO CI '(414 x 71E, CruE-04 XWE'l 1IKkLL TIC * 7/8- INTO rOACRIEFE. u " A 'All SPEED AS BSOUIRCO BEI VIr AIRObtl Wi -.l ZrILDFIERS Rill BE INSTAIIAIM RAL, 0 C"WEDMEDO i i EICEl WALPRIE'll SRAU� Of, IPERL,11`1171b, rOt A ��ECEF`ChEll PROTON, K&�El 0ST40 ABLE li- it AND Si NEYI 111�'l 'WE Ill"W111111111111"ll (A,C14D ) Ill 1, �� i TO BE] IIIIIII!,11111AUK CILIS FEBE!1i C''I'll'i 11 OF. LIFF4 ti�illi�!lillj�ll����'ll�'���Ill:���HJ�.LE NNY F1111111111,1111 WIFURVIL, Uisl) 111111 I 11, DM04 ETISSIl RA1104GS INDICATED ON 5HUIS 25 lk 26 ViKulGil: 3,4' INCE ANI�3111�111:lC � N ORDER TO Mckil ril 'acill CONEIV*m. BUMANTE IRCE110,iii W00 !-=DS LIETMATNED ,�Fq A�B�� 7�1- SHWU OE FIRST RLDi 1O A-REi.10. DE'Sl Ill Luol ED' MAILTNEL-vil 1"DAE BY 0 e SEN ORBER To 5-37, YN EASE TEERT Pi STOIRL EiR PW-CAST C(IticL PANOLS RE FOLIELL On T� EXII-7ON4, Ell I - -RA;1`*RF THE$E Vi UFA. i DE$ON PnSr.l PATINDS 1TVI>l or, si 2!, Ell .I& AK7l SHIAL K LONG ENDi TO REACH THE Ell ETFIUCTi BENTATO SUCH PANELS. AW-Hol a AS m'ENTbOmm IN BA ANn IN 8,2)� i �14 Ii 70 VERWY INAT COMPONENTS AND kNECORS i 141S El AS IESTM 01ERE N01 F,'E9 grABCOLO A UX �4CIOASC 1 IJ ALIOB'-dais SYKES FOR WINO LOAZS 11AS ELUL Li ftl TTIOA ARAN'rSIS rA1VF1lAr,p5 SPACING ,C]i All �t,FE: uw.[�; 0ECIMINT-1, ;N ACODRO-Fil WITH NAJ S, En�5. �C�j &�CldlJlll!`F FNAE1, CIEE Ri'1111,14LOR P�VL`Wll',111�� 0111, OF 1HE ��J',klll�d�'Ri�����4D,�n�%��S,MD SFlE1;01lCALEjprS OF TKIE11KIRREA"5 111!11���ll""I��l'��!:Illld'Il�:l�:l��r � I 5:0PI,v O"'Au's Aol rERR mi A10 ;ATICEE 14ESITIT"I. 419- BEEN %'EVEWl K' A`9!'�NROIINCL WO1 EL`11111�11`11 15�6 1:C � FIT ABOVE VZrrrEOKD COIX IRS PEA LENE'STRAINON TESTIK LASORAIOW. NC. REPORT 1 2032, As �IEWTOQOLIS IRs-Call, 1� F SWELL BE �RF FULPEKES1840r, or ri LOBerA�A&EjEl TO VEi 64E SORiKLMTF-,5 or OjE �,,TIl WHERE S,RjITER I TAS-202 AND TAS-203 � - 29 RED K 47TACErM . - INSAARE P`kWi -O�HDPAGE� TRIS SWTTIDR SRAU OWV DE Al TO 24-4i BLOCK I z TNIES �� ws sm mm-c-Na) Tj at WWAUE,O ON FEET OW'SIDE OF TAL 0i AMESS04I; EIIE OPERM f1i NE OR Wol KUME kiluumill I I NSACEE W/0 114 lf5t V,F A [AIRiEER 09, OFT -ilf[S AREEPLICAINAN `& YAl WHFN INCT41ATrON r% INTENDED --U BE PERfol T2 -��C 0ATAUAIN)RE COENFIETICTOR 45 TO SEAl./cAuLk ALL mT0T17R compli EDCC:� Ell FECIERAN EN CONIPWOLES, EROW B�- INSOC OF C1'FR.E7TM14 FOEIEV7 Ii THE Pi 10 PIRE14ril AAWPIRAB4 lN1EEB'-9;%-4 WIX W_ s- 3I4VPrET` TEREl Al NIRY.K40' FV1_ i 4 i �. '1�f';Lj�, �20Q tNSj,I�LRnEjLj F­ APOIJELOCIE 10 Filli'Ll: i 0DIll JRLE0E %1�11E AIN�K:Eljs i 1E,jCEHE!All1�1v1: 11C, ;11;1CtjFT11FCI 110 NE � ir PUT h� I PEIT;Ol ORDIT THE Ii Of S"i T 3 ."i I,111041, NINVAILAEON C11111WA �,EDDRIRU LOH S1:ELCC RIELKRABEP IEl ODS rvc.,Al PEUTC AN , BEEELDW ANLI 'Mi,,mia =KAN. I 4 9�Plli$ _�_Kll ENSIALWIll 6 APBLIC0,9i 1-0 SWCU AIRE) DOil i A1411 1.)Wl SL-091- Fill EBNOLLE& YCHEN ` FUZYWCECO 01 TP�C JURES DOW WHORE FEKFEU� !S APPLIED IO. " i I14TALL�-��A iS REWIRCO TER Ir ItRFORIAll FAKEIA 7K Wl OF SIQJCTun WINDOWS Al Ul All E - Z RERNO TDr.41i f SNISTi I!; pi. MOW I I At' AWlEEVAIET EVEWSPORS TO i BOB" 75 ALICIV AND IE44PER (1.1114LL'S3, OTHUL)VISE nOTELD) I ". OE) rLiN Pfli [71ALAT" 00CUBTLEF ED �, OL) PriERAWa 91' 'FIETS �_RCJREEEEE 8 "IjEft All O�"Tl P� I' , i 0 pauvinx a ERFORl. FOR Ell SKE "Xi li i I, Ill THE ITTr C'Ol PERM FIRM 'ME PC 0 1 6 ,�­ I,ofEwuo si RmETAI, Ell Al El"Oullf,il O4111111. ITAVt j"14' �il�li 111"LLOY, EIE I !!:!:Il�l�,l����ll:�lil�,11�!::11"1�llifiI LO OF ,�ill�::!!:,���:11��!!I����ill�:,I��ILIrL Ell 11-1l: ilIELICIErICEN. FIARCIIIA!IiE LE' Rr4STVAATICI'�ll'��4C�'�L�AW"'�; 'Il SAFC11" ")I" 7 ALL $TUrL. EENIFT kEi PANIFELF, Evi BAVE SIRUCTil QU,l STEEL, A570 A-653 ZRAL, !O W"`� , a�4LVAOIRLC� STEEL THIS PROPIUCT BAOCIll Vt LAS PLO PCCE,ElWM� vCL/1r'W WES I,0,1' DOFATL FROM EtC 0OCI04ONS DE"EAC 4� C� 14 i _E� UESEGIE.�Bli El 5a.5 W i El E'Ll' DOCE.Ii CTYINSICUMN S"i BT SIU� �S THE COEVPACB(BF$ RTM�'OEESELALWT, 1 IT A!t 11CFEWS TO ITT 1ruji S�JFEIL A)4 OFT 316 EQS,' SEREFIS FIRE CEE)EFEl REZETT-iO C,­TED CEESTANCEE4 VEEL AS Fill Sol r- ril PEDl -_,EALVA1K)N OW T WILL li 00US11 Ell ii IT '_�El I WQIR W1 �Q ", FEI-B S7REYl ANC, 90 �,,I, ­,l STl _- SE=EELL 10i W/ �LORIN� ELMORARE CODE SETX�_E � I1_3Z 4 . F � E iEl, '47 5pfm�c PREEMLLS WELL �­ PEECEPIERZIB RT D FI�Flli REC,jEr ____ , EiEN OR ll,�cnjmc" WEqLI1 %Di � �_ $I K�75 Il" K ji A-BvI rALvANViED �LT.Ei., OELl 1111111 Y,�4 SEBECS EVANILEC,S SILO- I:rH 16, WO I1111111BEI"M VICUO SrCERITP� RlJQOVC TOE EfIll Or RMORT, (,1,0EI'jl rr,�R i PRO"i El vi wqj� all Rt$AONSl ROA TOO. EERIERE'R 11 C11C OF 'EME P C L� C WidtipW RE' 1CCDXRE,, AEI"J[Eil� AS A DFLE�1!�AFIjljl BEEDil FQ ClIC I:k i �O. r .NUNi I!: 11 Cj,� IL. �, C � . I D AEECf�Cll Ii TO Will 5��d I RE AS FOUVAES ?RLlECl "I'll jl�,l LEr%; I �pij: CITir Opr(CrIll: Cji1,,,lElEjCi;5 FOR pCirlOW �A) C�FCLROCE 4'LD!1ArjOR,­:i�0,V841 ! = I � F=I6 PlJO S­_ ULM 7KE DATE FARE ORECINE, Z�EA_ ABD SCUkTAXIBE CA, �NF FFL0_FSP:OmA_ FST.PBEREVE OF I � TWEL i f'C.. �� E, REIrli THEE" PIKILIEll ,IT i - 1/4_� TAKON ANCiHi- AS WXNVf,B%ii W i i Z 2 P ,� I � ' - `El� RE X 7/0- CALK -IN AW-K)ERS, A4 1dEREft=,F*1i OY DEWMI INC (mW `C-5l p A � I "�- "i PAE4CL MJNNlJEL`TVRER'S UISEI 5Hl BE LOCATED ON A READILY Vi tOCAWN AT ElTIORM FAEl N - ITT -10 PMOLELM I`EE&Ear 16 6 PANLIAIATIE `Ejr� 00i ns WAN10AEVIAll BE iLOR1 CONSTIFY.Ri BROBLEEIC pELCOROl VXTH �L%,BON 1709,�0 OF FDRiElk WILDING CVOC TROC tABEI SRl OF PLACE.- FOR CW,iEV O'luill 1 (f,­_,", Eltil i Ell fl:j� Fall Afl:hl CE��`EBR T�,��,4 I CII, 7HE FICIRIOlk BUNIONS CODE., I BE 1,V,,;Q,, A�4E,,OIF,� INF�l PICOREZI ,QEJCP1'O FIV,LJ BE I 3i A." � E,,!, Mi , , 0 E� fOL! 0:11111,11IIJEWlE ;[,E,,OFT.l i 'ERAIIIII c 'L TEA41AL'i plu". 1 Ell WENENUU FUll Or 1/4-- � ?/5= CALK-114 ANCEl -BELL Bit IS ­V E=10 1i NO .-MeF.Dum Al � All FENi EA70i 5il BiE �LREEEEREl i j 1/4- 0-20 SS SECREWEl Pill -__ Eil K WREES: EIEAREEFE�Sl AEw fl,,-S� irkrii 4E,Rsr� BE row �--4- 1 Wro AA,C,l , All 141111711" , , ,,$ Of"'Ti, � ARBI I ,� �!l IN l,k:iE T10,T Pill 5TONE. . _ SkqEl M ARA�Llll - =­Q�ll Cljl� ­S ED(, 101"i RIl 11JR , X i"I'll''I"'I I E. ETA ', " ;Bl CC,,qCjl1�jrk, - A L, � �_ i � 50CH Pkull A,"ALECCOlac Vm _�, 1"4ir �, i --nOB, NWRIEl S�l OF, LONO Ei 11!11 Elcoll TK Bill SIRRIMR, Kmii`10 ". ,_ - -_'EEENc Ekge 11.7 k a so . . K 'i lAFNET-El RN El EIqO N i . �f IL - � - i Z ,' tjp� 44167 `_ I z M!, M=EIZLEEE,G,LfAvl�__i5�_ EZ * �' - = . = I . z . . * :: � �Ill _�,ulr mint 2, - 11�4' 11 TAP'CON Mi AS 1AMR)FACT-1i SE t T W EEul iW, 14"Eigi �,-4,-'�AFfI4AR,­-, ­_11,11-- . . .... E�",., FORMA BUILDING -ZODE.&jgt_Vll ,RUE) "" - "" - -'',.-- __ ..... ���1111111111111_ � I—, I- �, � . , . �� � - I - T,,'--L, TIB, CA�l ANil OEWALI � ROW WERcl, FIV :!' A X AS $A,*TEff`ACTiB17D BY 04, �E'mllll ,I A L� I ., � , I-O ,�'�. IE r", "I 1, 11 201 SII& GLLINEMW STEEI, 15TOW pill , EArL, I �� p,r q:;rj PNIEVAKII ri ii AND I'AWL1�11: FEL11,115 REECl AS� REW161lik.-Ti BY TQiA:� CEEVERFERTAll I ' 'E, ;,,%,:,, i8111111111ii, , "I'll, � r � 'L,,�, __ ­­,­E1 ...... . . .,L E REAERE, ,I- � l�, � _­ 'i i REF(Icl,_,us �Ir,,Ell�eD75 -- � i ���R :, L 9 I ­ , . _. Rill It _ - - I- . - I . __ .� �� 1 . Rini ! it "�Elril i I I __ ;� -.-.- 1 mill - � -1 .... ­_ � - ; E '. A- W: ­­­ . 1­ � � � ­ .­­­ __._ __ _ -.---- , � ­­ ­._.____ ­ . _L_.,_--" - -_ , =__ ..... I I I ... ii ­E,,AEI � I- - __ L R'", m � I I � � ". EVA'."VEr EE,, I Ix W1AFIE ,, Ell 1 1 Eel i - BE � � I E i I - : mrun.mm/ , nEo "'Eirl I') 1 L, �,, I.-_ �,('� A.IN SETAL-1 smp- 1/2' - �* 1145 ....IALLAIIP"TA:l�L5-F-Q.R,,,.$�E,Rtu-,,,2,Q�Q�§�. AND-109k ... JAl 11AML-09HIM F.ANE_LLJ'SUKQ_RQ "R CONCRETE QR__LQNLREJ,E � � 1__8_U.CK ...... mmp_o� ___ -lPERAFC,Ri - 'W1_111=__-\ : - ----- Ll �, LlIm -_ = §A� -1 .�_ 4A,61i, �­-Ei m - Ell I ijl� * I - _1.1*Vl�!1lW,, - Ell III � ­ -1 I ­ R/ V I Elg�,�.jrd EMAIL XWEXIE � �, . L - _;i,� � El _­,11, - . � t I 1� - :lip, , " �; .I,41.10N �l I I i le 2i FIE 11:110"ERFER � , 4 �51l �_­`,,_ �- I Ill ­ ­_ U __ . t ,,"i � - - � _ . ­ , , , ­-�&:::� �-- � L_ Lj'� Ell ­' I I ­1 E - , - , 7 i , % � . �T_� I � ,-, , �il lr�ll _ .1 I I - , , i I . I I T � � ,,, _ L� � , � _ - , I � IR-...4 1=7_ . I - I - I L ... 14 i � W ("7,) _p.­' J � __ _1�, ;,, 1 1 & -i a -'--,* �� - - r - � 'If I � I - a . . , ILI ,� L , � i " ; I I "' r, " �119 FM 'pA , V0 u, ,,�� �, 11 ... - I i � I I S � - I i f ji 1 71m ': � �L � E­ �.- 1�. � I - - �, ------ �_'J'Ai L�. i , E­1 -__�.--' �" �r � L , � L , I ,t li_r,i �11­111�� � i - i'lEEM, 6 V i t I �­_ - - - , , , j L I � I� t I i � � � , i 'IT EIRE, Will I j Z ; � ­� i) E. I I ".�E­FERV., I . � I � I - . � .1 Vill - 9 1 , - ; - "� A ". I Ell I . --- � . I '_ - � � ""I f I - FEE Ell W - . I -- - . _--i-i � ____ i - I I I I I - � ­_- i '� ,�__ I I� I - T - a - - � . E . 1. ! � �, -1. ...-- I IF � R� 1 I - n i i I � . � ; . T I - - E i li � 31 i � - I 9 I � - - - E � i � p A ; � , Eji � I � _11�_ ------- ��_�_ - , �� L � -- ­­ - , � -%, ­1. M � I �i 4 1: , P I I �� = . ; ,Tm XNITTLAER 11 � l!W.-JEllo X LErl,,,­I2,,�Le CRT FR"XNEE 0 i IN, Ell - - � . SEREW EE I I L-11, - � . . . . . 1W hi, � I ­ IREXT 101, [ � E/,,A.n-' 1--rim VA, WIEFENEW -1 7- I : Ra t,ll 9. - I Ll` III spi - I ; I - I AR ii i i 11 � a r_ ­-- L ej T7l W. MEENTREAll - ,;El . TD �__ L I - � - - . 4 - pi I - I 1� �_,�� VREERE, _Vh,JE` - I - ",'Vill � - Ul * I r, , - ii, t I � I � i ! INTMI), ETWEE'll " 1, - - I -, � 4 ""11111 - T7. - �",-r � ZZ E - � � . ___ - I - r,- I � � - _ i � 4 -�- E I I .1 i� F I 1, ' � I E-Elir ! ., _�� L I � i � � � L �! i L 4 i,.,=��!'�� ������---- ­�­q­ - ! �� 11 I � I � . . ­_ �� ,%­! ­­ I , 1 4 � !�� �i if I ;1 ____ - _� - _-_E1= 2 9 T � r I � in E :Z_�,,' , - � _� . , H 9 i ' ­­_­­� 11 1. I 1. k SE I ` , -_ T ---I- - � � � I __ -- I - . ;k�. i , =%� .".4 � 1 W ; RE � 5 . , . I ! �_ g g . . I ___, - � - - q; AR 3 1: ­ . T, I I i I , � , � Ell _r Ell I i I a- a i , - i El � T � ,� � s - . z - � I =_. ? 3 j I , . i r"LL:L�: i 11 - I . - � F 1 1 [ T I I ! 747r= 1 i! �, �,�- 111��- � 11 I () I - -4 I e - I � T . " I !I A � ��ER E �' I -_ T I :� , i , , � C 5 -- , , I I i . I , ", " i ; j E L r "E"� � � , * . ,. ': K_ �� , � _ Iii It I 1� ; I ,�! - - I . I � fl�!! liL 11 ,I I'� ... ,EE � _> p I I II0 I j I 11 I :1 � -, Fr 1 1 � . � I � M EA ­_/ - ,j I � � i ; 11 11", i . - �/. �� 1, 11 .11 . L ' � I � :� I . I -' T '�, I -- -1 , , , I i� 11 i�_;!,-!��', OR= F �, I R - .� ­­.-M � , __ I . I; i - " I I L rr - I I r7!E� �_ 11, _�T`,D c.,I ,_ , g - i , I I - I ­BEE,EaR� f I � _ ERBEERFERE, ,:",,: �_, � L -,! ��_ , " � � I : � I - ��� �_. ,"', , I- L"Kil- , --- �� � ., 1 ;�:, Q 1 j , L , �_ BE ! - ,�/,, -,, � �- 4 -,--, A, T-k - r K_ - I � - -� ., � I i �! , =,* 1 _-I. . McE, L ­�11 0 -I - l __ , - ij . ..... __, . � , "Lli , - I AE "". , I � 7- / § I _m PEQ_ -Z,;;g . I � � AWR , TEEREED, �"'Eoil ­V - " I i � ,, I'm F n , I : ­ Till: ii., L:�; ", - �_' �El _­F ii � � I i I I m � 9. 1.0, T `-i � �111, 1 .-) __ . � 1� 0 - - �: Ij ill 11111"d E!,111,11011 � - ) .. - , I 1.�:�,l�11r.,�l��:i�lll:,Ilu�i�i���iiiiiii�l�!!�I ,, I � 'I : 6 11111�� 01E (2. , , I ,� - -i E R-Asku'L-D., - UE1 ALI It j, dill P11 11�44101TITE!j _.Fj di Al 141 ..." , A&� - 'S'L��� R­ � � i = I 1uWQ&x_ I i 0 4 ELQD-P TO CE111i QU14 .&I-r-1 I � sill 311l _k , ING -INST. Mail MOUNLthUMTEE r' o -.-..-.- _____ i 1 4 � -­�8) 1 waj,E_L� 11 W%;' 3909m AI' "4 �� 11 � AD, trl;,�=��­ ,%Al FRAIrCERE11116 ILE 0"oolm�111BIN'UR, SLAtl' ES-:1, � L � " ME , - "Ll" � - . C IR I- � 11 ':,I, Io � i �*.w4,t,�,,�,���!�����,�ll,���!l�I i ,,, �,L?J!l, p�l, , lo, . , .� A. ml� Ali c. mw i�, 1119po e,z; ,___�Q r �, : c #o%EitumaN -­ aK � 23 ,,A, RE, I ,,-' __". L "' �� C e A f � � -..,!E - , , � r- . 1� 4, i , - Fw, tv & i --- - - ..� '_ � = I f " �`l 44167 '_ a . E (- - z - , . = FORMA BUR-1-ANO CODE �. . -) � -= -- & acm"V I �­ LAI W. I r_'__J_:1' -_ - Ell .... . . � -__,___'._,E­ ,�t j *.I ED WE � I -% ANABAER 11, Al V, . � ....... I ...... �_.­_._., ED - ILL,, L "'EE"i lE� C,�-FlEw,� E, ,Ern IC� 9 - =Mgll -V ___1 t - r fa - C5�1 ' 1E-1 T i �_ � i I j k �--,,- �) ,�- � , ii A � R"., 4�, , LLARII�E', L g - . �Epw �jl A: - � I � . I � i - a i Q~ - I � I i I T . � � - - - � - : - R i ,7 -9 0 � H I - Y - , � El . 0 it . , _� _N I i - 6 k,�_�, � 1 , -1 1 � - _­­ __ '' � - - - ---I _,N'__ ApIl BEREART. . Z*i'B,,_ �r - W W (2) _c_- cf) -Fu (3) -6-0 C-) -0 > c- -0 I- 0 " 0- = 2 a) c5_ 0 C cu -0 0- - .7 = .4-., 0 0 ­- cn a) _L__ a) -0 0-0-0 0 0 .= = 0 " 5- c 0 a) 3: = .0 u_ - m &--o ll m -Y) -0 E 0 W a) " a) -I.- I- 0 . r- W m ,0 I- M K C:)- �_ .m . = U) < u J& 2 1 - irtual Review Assist, C. _. plans i eview completed and approyed � ante with �the 2g,,jo FgC ith WON i0ir C(03m 11v Debra Anile Yaw P12300 �4TA �, `F , 4____..� mmi cn (D = cz 0 " " =3 Lu � < = z z < _j cl- -6--i (D a) c- U) m > 0 L_ CL CL I -1-ill 0 =3 a 0 L_ CL (L) cl m co SHEET NO. IS H 1 ,2, r , M"Imuld &M DE210- BE UnK.4RAIIIII-M i r PAT= I I . � i PAORMSEOHMNG "MUM FAdLLjxMMK_%:_$QhQ= MA1qiWi_ALLL_CL2WL-ER_- 2A -i.L��jl���LME�$PoktS-ilti!�-AiWallid Affrkilk � ; I EQ&-U= I= 12000 V_ A&MA-Mak-Ma" I.Sym �_, IFQl�n,1V',L,1iL ; � i � 5 FI _Ir I 5FAC RMALLMMS- W"QNM I i 1� _��� U_&_"=AEM_.ftioC"T8M01MR_ES_ b � � _� �[ - t, __ - -A _WD-OLK Uqk2 RW� LAI �.=NII -f T�-�, -'--', �, �m�,,����.���!�:�'-�EF;-R,,���,�N��,-��,-:i",��,tz;:W.-Aa--!j�r""ll,�Al'�I �j[,T-e'L4, jq� � ,,, MM_ L__,� - ­ - - - � t . i W�qi­ _­.. - ____�­_­­ ­_­_­­­i­� -�---,.---���.---"-,�,-"-".�,,�, � llm,011116, A LhCTF � . I - __._.,._., I M -LFT� Mill �V�-ik,FF�l ��, I Iiii � mili)." F. Ii fc. I- F, - A !/2' � Fm,o_-,i �,,, 1. i AVE ! - � F- F" i LI.Fi 7* Asc ObTi __ _ - ----'---- - - ____ ___ - V­' " IL ' V� � ' 1�11' I � i _ - c ,4 T, 0 ... Mz MMT&SII � W6 t7 I: �� - 'I pllitssvg�E ; W;Il 4;jy_:;; ",��r - 4 wmw�m ,#:L . ,A;T( f­ Wt_ 1, -,-... I __­­­_.­­­ �, 1. � 11-1 � - -1 - - � � - - - - -­ ------ ­�;_ i � �4� [ AwcAiin � : - - i:O.egi , Kxr1W QMI - - - __ - - __ , ,_W 1 _ _ t Ll - . . . - milli IF m =m_urm 1 " MMIX, , D �� I t � - F - 7�;L; ­_� r -- __1­1 V �- � . - I � 9 -c 4 - ii 7km ootr� _F`I!t ii -. 11 - FL � - im- IM I Lu 1 .. - - � E �_ -7 114-- 15�,_,__ - .w--. -, 1 `11-�­ 94II04i t � - t 7zI` I'M, 1� IL5i� i 2 �­ : V`w I�111 iv-5-1) "I'M r . - -- 9 ­­_­6 1 : Eir ____,______ .''.. _.- - .22. .. .. r" i �um m/. ET �,� I Q/�, : . NA - � 1�________--_-_­­--­- I—' � � L : 2 17" 1 "/x 1 i2� T, a Z f��! 11 � -Wo - ­1 � va, u! Li.1% i - ?1r FMITV � j , - � � 5 1 , e �'w -­ - ­­_­ ... _._ �,___., I'.., __ _ 4 �____ -1 1 - � _.. - -_ i F I i - � !_ 1 � , * I . L - i � � � Ii. - . i , 1_-, I f- I - - - - - . 0 1 � � � - 5 - 11 I - -__ ­­ I , i t - - awmxr, & 40K ii Poqwl�l, Ltwok ,.--- - I � � . .... __ I . . a , % i A10 r,l PA",- - � - � F - � i - - - � 1, - " , � I �4 i _�t � i - � - - � �­ - ,- q- ,, � R � . � ."is ;,u­ - - - ---­� - - � r , lztJ 8 ? � � i IE E . � I , -1 �­­ - I. - , � - --- - ­ ; , ---- ­ I ____ i - � _.. - . ___ __ - F � - I ! - i � i Ili :F ii,/� : II,-, F 11 � 11 �i R, �_,r r - - �r' fm _FFiW � . P � 11A i ,ii,k ri� ii � � F 4 81q:1, - 7ti I— , I - - �,__ 'I, . _ __ 1 . , � - - ;__ i - __ I— � - I,_ F!, L­ , I . I- � � I Ir' f i�ll/ � d I ''I" � !: I � I�, - I r h � � FF - � u__ � , - ` " "' � - 1`]`1i1 - � !�!�`F _­ -, ­!,__!_,,�?�� , � ­... --.,-- . ���' � . �. ..._­ ­­ - - - ­1_____ -_ __1 --- ____ � F : � � I I, "i I T1111 � I, , � � ',, , -I-- " � F I i : 1 � F � Z i I � I ,,� A, � �� 1: ''I 11 � ` , I. �eFFDiF; 1 1 1 - � �------ ­ � �'. . ­:, ­ ��', � 1 4 - -1 . - � ­_ - -_ - I � - ­'­ L � i I - I . : i ? 4 N I ,II, � t r : . i 2 i I : iI­ : Li ��, , " I - - E 4 - ______ = � - -- � � ­­- - - -,- ­ - -- I - _ -, � - - '�"' � - il ­ ' '��'­'�`�1�11�!­ 1­1 t I , I� � � ­ - I � - , pl� I��, I � � 2, : t E ; 12 i I �� " � I'"' ! , FPI�rl��i I L_� . . ............ . ....... � ..... .__�.11­11_1�1 ... i�,,� .... �,� ..... .. �­­­_.­.__._­_ __­_­..­­­ � ...... l'­­'.­.,__­___­___ I � ­­­­­ � � * 1111MILIU1 u�l ilfi,v p L'if Ab ii, RI ibi:j�i vpPF5jrWF, l0:111hili r i,,,- -�_ q, " I - _,_� - - - _.- - .. .. -----, - __ , � 1: , I ­­`­ I I I 0 11,I - , � i :- , i I , � ......... .. . . + OZ,Lto`� ,,,, �',,,� t IFF [JL_�__ � h � ' ,III,4l: wm :It I ULCIFKAS IYN., il,!Ili,colii, ir,,; ,F911'k,�I11:1 I1111 IM11112 ki;xo L f� 51F�­' --l", I F­� 1! � AV-45 14011010ti i 0 1"', � - ,,,,, � i '4110 ��p�L,�c�ww'�,�,l��ii,l,w�i��p.1,��F Inlif I, AM 111,1�,11�l:::;I�;��rrj,l:�li�i� IMF � II� � � ­�Pj,lji� ` 11010591141 1!l 11 �� k;MS 1! qmh? usilli:11,T� 1:1, III IWIIV'.M�4' Ltljldl�f jllll�.Illlf�: ILIN LA,rF I � � IF R,A, _FF,'r,­ �Pi �­� Olt I ItillulK IN TK �IPIWI � ii ItO - t Lai! � I !Fi`�!*EiY'�F'#e', 13 tM lo& u, ol"1115clill! iLl''w'Wila VrAMW MIA Lciruffi sl�N�j I __F,�T" IMr ll��: II.E5Z itft �j@flli4LI ':lP%L�Ih,I:L I I Or"HAMMINI1114 TIP't AL I 'y ­ _Iii ", i I - I'i 10 � !--�__- i 1 �I;T�--7­­�� -___111 ... '"711111111-11 I , . , 5 �.�� � F/4'� + + iW*!IiM II.- ��!�;­,�4 �rr-WfF� T�:�7�:I, �I �1511), � ."i W � � �_ , I ___ � : 7 ... � ... �=,, = I P­_1 �, I ,,tI !D �F qI1 �lj/�e' � iit��f I F I -- � ­_ - ��__ � ___ I - - - i0 onk t--4-I ­_ 4,:-- , i - I I PF� � " � I _1� ��­ _1 i =_ - � - � - - /7 1 : - -, LF,?­ ;I iF, F , [ � __�_11, , � 4 P1__ - ­ ­_ - I : I + � � I I ;I . I I . . ___ ________,__ _,_____ ___ - ____ . ._..., ..... .. ___ _CQ 0 `_EQR R, gQLAR�Uu-,.- AFETY & - --h&N!Z_�'�TQBk A NEL SY!jTEL6 ,_M ��_ LT _ _F � __ _$ I, __S f4iIi- - 1 �_ii I I Z 9i / I - ­ -­­­ - - __ __ - 15,125, Dii'[AI WM11 - - - ­- '_ ­­ � 11 ­1 _­ 2"g-l" - ; - ,2� - ­�F'­105- ,1�'_�Ll i - __ - �� . _. _- � - -ai 4WMIA, WM 11 __ I ­- - j � :I , s� IsFF-r. � - I ,��k_,�_YF � I K V 1 � - � ,� : '­-, - ___7 -- - Ft AFIFF . � 1 �'� � - , . � - 1�= - � . II I F M, � [ , , - III'l � ­ AW _� " m 0 ,2 I /V ,�: - .500'­� ,, - ,.J�0' - - I'AV., - -1 1 ) 1 5,1,11� ­ . ! � I , ,, , � - " 4 1 11 �"-ii,i ai P,Ew-"Il' � 11 . � _��_ � f��' , e , "�, - �, 'F­­,- � 11 � FI�,, ,I TFa_ � I I _� - II L � i I I � - - - " i I �i:, � t � - - - - I I -1 :4 / ,I x "', � ;W E IIFS, ! , � � , , ! I V­ =�H . M , : ". ,-,. � I - I um - - \11, - , � I c - F� Fi , - - i , &BIBI L I ,/v ze .K IF LE � ". -, � � 1 I ��i�*z \N _, A - � � F1 ',I, MIMM : � I F�5FQ q; , f'�WQErj My� \�,� : 'L - �,,,,,mI4 I'M N I ilix, e4 ,[�_ F- '"i � . , MT QTM &W , III, I I - i ,,,, V E E , - � -11 ` UWAIM 4 , _ 'M : � I I llw� I_ � IZA' ME W , MlrLL� ",ii,, , � , / / 81=­ 1� � ii T�111` I 1� _'__ --A ­ i I I � , , ii�,_ � .0 i :1-14, :,�� F� -, I �� : IFFIR.4- - _; � 7AW 4 � ,_ I I I -1 . Vii I, , , 11 . � IF - � ,,,�rvl- 'Il 1111"..- _­­/: , - - � , - - I � - E_ 1 �i �[ 11!," - -TIFIF I I - I . 7- , I 11 I - - I � " 1! �� ,4' , .T I-- VORM. um -1 3=1 1, WAAL � I -'[ - . z ox, I Ill :I I I-- - VA'Iriz �wtL, K Nwliim,� Al,"'Air.2 ­ �i�Vij' � i MuM V07 Kz Rl w/ vi` icl; E �T uW ,Lf q lr� WE C=r ;,,�NfA 1�'j ("��"Ii :1 F, _18630' 6 : ­,�l :W_umvl� � ,''� ,,�,� Awii $1 UP ; - I , I , I , , IF 1014 PL2 : ., , - , , F,Ihl�, i ulil C N,, j : i MiLi �f , ,� 1�1, -11��,��,,.,,,,���!:"","'"""'�I I lr� 1,i i � ,'. . I: I Lil�� I 0', nrit&-15 fXj F� � �,,, -If I ";I, -A , . I, ", , � ��'l, 1, � 11 , L,V�N � I , 11 �� � i I :, I �I�� � " F � � 15, �ji � . . i , � I q � - � i":::11, , � . WA � I � � � I � �:��: L�'�' , � I 5 )Y, _�,, -,-.,,I, 'Vii, i I � � 1,1` I" I I rj�, ,ii:L, - I ; : ,�, l�! I-- - - �, I - - � I - I - � , "I'lill, L� , I ,­�,�� � � � �, � �� � , " ,, � I ft 1��,, ,,:� ��� �� 'Ili[lqou,�,i�'Ili I , , � I i I ii r : �� �1­ :-A; � FV, ", � , 11 4 I I � I - I , I I , I I -1 I � X(' � � :� �� L': � � i, � , F�13 I " , I! � � :: , ,�O , i 2.�11 ,�, O'Vn , " I , ,�IFM���F , - I I- I - � :L, ,, - - - I, __ � �- - ��, .I,­� � , ;I " , �_ , I , , d, � - - I , - -,, - i� �, I � 11, I" - ___ Mo , ?, - �1 ,_ ­�U- __ - - - �. . P�_`L � - -945� op , �X� I � - --- �___ 4.1-5- I, - I -.1 MKIEWL Y".-AIM � L-A, . i MY -, - - - - - � fF 1 V� , i ,I T, 47_�W +iTx"Wilm co'L�Iftcp a !,Iwnl "� ,­,�FFT'N I_ � - : . - -, , � ;�' Li i I % - : - - I! �;, I _� �:F - i � CU- a F �' �� - -­ " I! F - ____ I � _A ii I- F� �� - =IE -M --- ­ - . R : � 'FIL, Il --- ,� - - - TW, FMQ-� I I i Ell�f OW F­� AMWJ z I___ _� - - '� I k" __ - - - . I , I ii I -II�- I� 11- 091� liF � C Kra RQLE WAVARR (6) , - a I. � IW - � �' I- if i FTi - - 3 - � - I05-kif": AW10 A -Fri - . � I � ,,,, V 14 � E ,i 1rI :, ill . I __ , a � I - L=1' RML��� � T-771 - = sil , ��P� 'iIW__ I __ � . if 2_12�.­ i N I , , I L__ I! fil � nV1 �� qq" � I Ia - 9 iiWilo"M It sl�revqF �� � E 1, � �� F - 1IF­ 9 � il . R� - - f I I i Ii! 1­_ 411--i � -4 "s 5ILLYT L­ ___ � � zIii lft� I�� W:;MW­_ ii I E -2 I- P 7i FT� I � I -1/1, � , I I �� , I wncn Trkc,rp,�I I I I o5jo' � ,I& -37- -, ­ 1 �: u - � l� I ILI= . : � � I. �, I : I � MM-1-EWHI I � I L ,�.'r' � L I I T� E - - - - - - �­Louh- - � "l,co"o � I r F � , : . � ��,l - - I 7,i IL � . ; - , F 20'I­ ! � ­­ � � * I! 1, n� � � I I - - � ' I- - T -, F� 'I i riw, �, i�� � �� , e ­ I�A' � - I i i � _jI - , , ,­ F � : - I[ t, � ; csw', L . �� I _;=, �__�. = �_____" -imI__ ,,, �7%=-T==, � I �, ul, ­_ ,_: �_ i - , � - . -_ , I i I . f T, � ; I , i L, Rly 1 a � . ,F __.!h!_1iEA2VR _� M�-AZAD0 �:,,,,,,,�,,I I -1 - I t L-=n::=__= 1 I - 1 , vc, � ", W, � : �� i - � im, - I i � ' f : - ,#�J REKY.E_.r_,MAX_X - � ­11 I "144t fj`�.1 AMM -I _� li1r,"JIMIK. 02 EAM,11MM : __ - 1MC, '0, , � If I I �. - Molt , , � W�ij�FG AUCIF "I - i "Jot, UY, ; ,pt , V, A , Q ,, - LN � L___ ,__ .1e _V,�,_ ,?)­ "i L"A.", M"It ­- r�r -LT i � - ___ __ - - __� V % � = FM 1-2 '-pVIC 511limu � � I 9 T if use '51 X - -1 , I-- t=_ -­ 1 w,2- I. UNI ,�,- "i 1�IFIS � , I ?_ � ­Z�= � 6� - 4l:?l i __ - - � �K - . 0= SY57ERO 'Ve A,FIIii AU:W o 1Z � 1. - MM \W NLI,� � � i � _____ .11-1i IR . ; � /,I­4�'Irl', - - '� � . � I __ - - "" �4:�_ __�:�_��I`­e I - ; .r . _' " , � 'I - � VC , M� !, ii � � � 1IC71- 1 - _� ,� !i ,I UI - `,1 I , . _10 I=I I= INI&F P-h FIC 1F � 1 Tt7=­ F I - Iit E I- - �All III V F _1PHDA RM M CQIA - -Ii zor, Ii M . - 0 In- In � __ - - � I I ­­- � G I - imic,"ll T LLFA W� I 2 I I � , a --. - z i � I gil I V ;: I 'ir) STEEL Pago 04M m 11 ,�, � . � L 1kf Gi i"ALVANIZE 4 �' � 5 - - � 1 __7i " ��M*N�I � , 'r ;� - �Wm I- I, I= 0 111"111111-- �_r­� __ - , IF` ,,, �, , a -t� �, iIL I _:"III I � ,,;jt 5 i, * , � � �­ , - j � � V - _0 - ­ , I., ��mll,fE oi�r '� 1 i'�' � ­­ ­ ­­_­ ­ ;�;W :, ­­­­ ... ..... .­ ­ ­­ ­.­t__­r. -­4 - ,�r I I III - � - , � " 1, � I r I .7q.-.6- " ' ,,� , "i 1, OV 5i - _1 , , - - z -,=- - I I - I - qir7" 1EGIRTIFI - ­ !�, r -,, Aie ul,qoi . IL i - - -,-, Iii, - mil, , I )BI MODUCIS, LL­ �'�- ' 9 - _-.*iF­_3f_&L�f_L -_ i I E . � ,� _ � , A L 1 E C I i P, c � � ­1', , 1, -1 11 � I f" ' L . I, I ,�, ­ - - A � '­­- - - � ­ 1,le I ", ., r 7 F f LF, ­& ri,i 14M`�-� A- tIF . - , . " � � � �IIW ,I, k� STIFlIF I , I �71 ,e ,:OF ""T 'r %,�­Iil - - "'. FI; - - - , - ,� i _��, . -1, __ ___ � 2L- il?�, I ,,,,, i, : -T,Afil � - ­ FI- .IF ­ - ,--, IF 9 F, ­­ F ,­�,­, � fmiiIiI�iI7�� . , I L_ L 5: -1, 111­.,i1i,,. ��!�- 1�4:ji�j�- . I . j - - - -_ I'll : RELMMI r ,,* '01 a ,2 1.-.--]�­_ ""nL=­7 . . . . . �� - - @) & 4- " - II � �L�I�;��Ilul� _­ I ", I T,11,1,11111, I !; � I E2I,,.u-_j"Vj__'_F_". lf,��l I.V,��LP�79-Ur'�t...".F"r���TRO'-'-K 1� ­­L. .1 � P�.R] HL. ==. " "" ­ �� __ �r P T�M 4 �2 ",I IRAC&AbBAL (,i)U40ili�: Ili IIUDI:111�1! Vil. LrAl"I'lli"Ilil lim " j, 5,1� I- �i I F �L ___ ___ ___ L- . i I I � . � ­­ - - -­­­­-­L­ - - -­­­ .LL I ­ 1.1 -1­11­11 - I-t-"-�"-�����,-"�.",�'ll,�,�'ll"..'�,�..-,-�-.,-....�,Lr----",:L��.�-,��-"I - I ",-,."","","",.""","","",",� ..... ..... ..... ..... _* - - F" cf*_­�tx Al rvl:,- sc-MCL� wi �Iil� Y 7�� Diii pi w"F-r XEDILIFiff , M I n_ __ � 11 I I il, � W., , , , ��"�!LF�I:Fc I - C� __ �_ Iil A 0A PCYT 11� � I - - - - . �A I � � V 4 a Tit t, I i, � i m , ",�,ii Zii , `� , ii .-T-1 Al i5I �M - - N't TFIR FM_1r i-i I F­7, �� ­ iii " j F4F_,L , tT F�- MJI %,IT IuLl I nm 1F1___ _� ! (D M 11� "' JIJ��_ - - Al a' t 1r­,Fi 'u, � . _____ I I FI`ii ixwpa "`FUFI� ­ - - - - � , � � � I , , "!,� � I Qil'�F LDF Pi OR K,F,j?I �Iow�AET -. , - : � i, �:,-:ili,l - RIDDLARM r � I I :,,,, , fjj ' 4 ; , -. �� � ­ , E�`*'%_L") .F- it ��-1 ��:FV�M AFckIoill - - � �cI� ��. L VN - I � _Mij - - - '. __ �iv"Fl� RF ­�x;, ,fill - - 1; .PJACLAMO, -WO-08. J4,09KYAMPt 5E.CITIQN-A �PLA�� ��I5P­' - �� xCl4i �_ - il!lifl, Wp� FFrq, S�WETS R "I�,`Fr�,- ,O� . F I if�, E IL ccmi A IFIVAIA19 Ajldili:1411�:-F, ,I I, 42ALIM, Eiucm'1164 ___`%'Zk lKINIC4.11ri: il"I' I - C - I, III I�� Sr �__ -, _:LTTI - _,%L�M Ii 14,11IIIiiji:FF LM V1, ��,,NNCT�� �L<I: � ji�f,QVMP� � I _11,Tf.)I�RghLli, I,_G . __ � 1� ouic"11411ol : 'r I ­'�C;I� �,�,: I- I 2 . 5& ,�j ( FIZiISWKD"� 01, . .. i - � L, . rL 7� -�­ iI T , _ � � g 2IIi �� _1 - - , ,� � , iF I� � ""., _.r C * i - - ,IF ,-� ,,, ff, ��7 ;pa ­ r - __,_ . WOE:. RL, ROWIF 0 - 0 " ''Ill, � ­?" � �4� - I f,W­I,, I , 'M. � T. W ii,� __ & � ,�?, � ,1: � �� "�t IF ­� - �- -- IL ;F��__ 7IOrfr " - - Ir __ - �,ji �, I . , � - - ___ - � �1 :;g�v,�I,11 � I I L_ �� 11 I ul - -- - 1, � I � ­ I I !; _­ ft �, I ,� I �rjji��t � I - � "1110" - ii - � , I,1 , � ; ;�-� --ilk � I � � - E - � � �� I - - I i 1i ­ - - I . . I i , 1�:�,� , � "i f � - � � I � I I � � LNCTr- - - - . - F_ si 1 a �zz �,i:�%, � i� 11,11' 4"i I iI i F. 1, I I �:i I i 1 � � 1: � _­IIIIm.--r�­�x I, .", � , i - - sni, 1 1 � � I ii 5VACZ �:` , - �z I41, I � - i I �,r 11 I : � 44 - i � �VPW I "rN , L�, ,,J_�_j_ , I� i A , � - - f . - 4 sc:AIM i 11_�� i- Ij�p ", �, : I � ­Iul W�L_L�� - i d I 'r. i i�, "I I � , 1, I 5 ILL" ,::I' I i� ,� 1, Ill Em J, �:�: 1�,F -: � � 1 � � i,i,F I, in =1 . L L. i" , 1� ., r IF __ �, � � � ,,� ir'L "I " -Fii ' s­q � I , ;i 11� t ]III ��`&"NUP " �FF. L'I'L - . WI- ,I! i I 1� I 1, � �_ 5, "i i _" _�N *,0 � I U -1 A"', . _ , ­ 'i " - � , � , � ,�,,II, ,,A� ­ll � .F - - - ,,V�� � I I !I - � - ,,v 1� r � 11 ,I "Ilz IF , i -- ,irll­ � �_ V.OiFI� W T . , , fr1W , i, - , � I, F% -4- - - -_ it � G,I, A � I .1-I Iii _­ �I It � , :�IiFii � ,� �, I i 11 i ii F . - - � - I ---I'- - - -­ I I ­ � - 11 I � - - _� -I-- � - 1, 1 , 5M I _J - -­ �i! ��, . -,-- , 1� ­-- ,ir I, � E I I � - I F � JI - : 1) cr -,. ; U-N, _­F,7V777r� �;�L _ -111, I I �� � , r.r �� I � 1 - � I � - ,!I, . , , � I LRC I ­�, � V i � F : �",�� , ,�, , I � �' S � �� � , 13 I L � .�, I � 1­ I � I L 6 r � � I -rL' I_�`� - � - - , I - Fir - � - I r _ , !'I I � � __���__= - - .. , ,-- - I I ", I FX I, i -1 , It i i WX I , r I �'. - ��� , , I � � ,,-I ��-­ ­­ I 9 i " I I " L - �- �- Z,`% 8=� - q;,<4,s IL I'-w W I - - I _�: _ __ --E--- ��z -� - - - i I I i I A - M�.-,-` I 11 1 IIIE I G-Fill AII i5EF �5!� Ill OF -�F� 7i ---- � - .1 � . I � ",t X,--J-..., .�L _j � �, - I � 1 i� - ­� " �AA S,RTF� ,-! I - � - M� z �W-_- 6aA. - Iii - 0 - , A - IF � �- �- � . , I t-FiFIIII 9w� C �,�E -4-v, !WIii i �­ -:s . i- �- Ill � 4A��- Ai IiIii ' ; I ,�q co,�"T'IrT, &M% 'r 1: OFTKi'r PrIAW-C Cii j7fril rM �111_17 _� . ,I,: L ul, ifiltir" Ni U:NfR711 Fi � � i� QN I ORIlD " �,,, I' 6u, Lovg �,Ivvlkov, SP,,fl � i A i $ -, � �,"e Q C_ L'.-fiz v,rxx f s 0,j 'I I 4��Fti� " a I 0A . RWW_0,V,T__qQQMPKQ M ��Ttti(�--�-"-DLR�-�(7-.L-qot4T-WZ��!�,&-Q- . WA4�1 0 1 50TIOR-5 - 201BOA-i __ I N- I ��.;: I� t, ,,i F��­� 1 . r-­---­i r­_ ___ � �� --ii I 1 --,I` FpA Q � lizi � Wow MAAWE - - - - - _­_ I IFRU �T�IIMRAC ON I -I-- __ - I � vF dr Sl 01"i CAN 1AZ i�MMF I I& liil�[ � 1 CT,#jj.f,l,,4Erj I Ar ,V ,ol F11", I ,'jr� ""y ji,$-rjl� I rFFICJ�F � � 11 Ir . � ,-----,I Ill I---------- I ­­11- . � � � ... ­­­ ­­ .1 I . r ­ .. . . � ­­ ­­­­­ ­ . - . . T ­ I a I . Mi 5.-- 4 41 , i5 7 , �E if vz= ;�I= - ­1"rj�, FIL" i I� 4j � . 24 �LAU L,fl _ I jp,V � i I- - r I F , � ANT" , , � * ZI 'r F , 1� - .. - "_ * . � + - -1 - __ I i ­­_­ I - __ - --- - � ­­ � - ­ � j - - I - f4I; � � = , STf"n 0�,< -- 11 I r� t 0, 1M. \, �OLMAL PROTECTION PRODUCT5, LLFI � Mr., � _V � i��-� - -_ -. � I ,,z L I `�" P., r _�14L­ - . - - - [�, I , PUT Ra"Ac A K"IS-ii MQ5_�im �V �M ILI. M vf�� f __ - __ ­ � �_ - ,Wi"e7o, M� - � � III . ­11.1k � pl',i r, �iM'�j � - '�,"�"'',L�ll-��rp�l�i�,o�2-,,-I�l��,!���i �M -4 A' I" I I 20-11' 7 F� 11 - �Vo ­ L r,� A - 1"'-� 1- UM1. - F, III ilft.�­­ i .­�'�� F-Fl- Iii W� 19ir- -, iL":, , _ - IL _�L MON , WiL,,�__ �,i 'r ­� I , r, . . ­ ", 'IL1,4,rr, � -­ -. �r -- ;wwqw- r IiIi - - - i IFI � - - � ��,, ­ _____j - - - I QFi,f,rW4%1I1V, �V ­K�Wc: L �Wli-� A filloll: 1� . 11 . ...... -,-- i ", �r , i__�� - _' --- , F I I 1, ! � j! il,p r r i 1. ­ - - _� -1- _ _ �� L��':7�-�ILOIL , - ,-. ­­­­.­� ..... . �"I'l��Ill""."",�.11.11,111,��ll,",.",",�ll,������,��,���'ll"'ll""I,�������������llI 11111- �'­­, _r W , I!L ,�,"'Ili� � , I - - � .��:�5��&I'l�l-!"�i,ii-II.-I-�,,��,�Ill""(""��,,,,�,�,.,� ...... ­61 ... " .. . . �h .... I ­­1 ... ­­__ E - � - , � - I�jc�_­ -- ��10_ilu DF_rAlil S F'r%P 1zC=G'c_ I�� "' - "o ,il � I -- � L=�K. �u� ­I��, SJ­ � �� rj�- � �� - _, 5 1 P h M _ j � I �'l ' " 4 -EL �-ii E-119i I!� . - -5 lruzpt� ilt 146 .­­___ i �_ j__�_ tamlliiu VI - - I I ­. 1- -rr-'-t i�i��'j �/�'­`L�*"0�5__'� . , -_ I :i: � i � ,,,-z- FE, - `.".,�L-1 __�� T��: �� 9 - _L - __ - - � - - __ I ", I ___ - �­�_ r I - - - � T � � � � � I, 1 , r I I I � - - � I � , 3 � F, - � -_ - - , F L , �: I "I � , 1 j� � � ,,,, , ,� , I i - , "r, 1! � -­,"'�,Ii'! �1111li I _�' "I 1 i � I I , i ; �� 5�,� , � ]��,-!,T?,� _ I L� k4, � I _,_� - I _ , ii: _.:R W 4 - I ­ Y � ­ i� F ,­ � i I 1, - - - I 1':' 1 'i i �:�` , a - N,'� r� , , I 7 F r �i i " ,�� � � �, �11 : � � r ­� r� I != I��= -­­ ­ -,-- � - �___ ­L I - - �­­ ��_�_._. � - ­. �. . .. ­ - � � _. � !� , � � .j __,_____.._ ... �, ii � Li- 1� F L � ii I I 11 I :I L ��',� I li�' - . _F,� �. IF , - _­-­ . - --I . . .......... . ....... ......... ­11 ., ­­­_ -I I - 1 f", r ­ ,F - ­ ­ �� P I . vh�i IF:I:q_­�et C�Fr "IFI= - ice I K.111;i,�,­,, 7,0�.,�, - ­-�11­_­ � , - � - . - - E - - �' �U IIIII 'I �'4F '�'i'l �� "' ' ��" 'V�r .. V%I;I - - I �l��l - 1, "--' � � - I - - 5 L F - ­ I I - - - 1�1 ,-r- - - - - I f:�� I- I F - V, i in a � F� 1; �� ril,j', F,_,� � L a "XE ­ Z , L �. I � - -_ 1 , IF 2� ,i,I��I ­ II. - �­F�, IF L - Iri, -Y fil I .IiII - . ,] ,� I� w,n'. �,F I'll, � � �� � -,- �i � IIF,� II �',, ,�, , ,� _F"',I'�� '- . r -- _- - __ ''I I __­­11_,­­ ,�� �_, w . � ii � I : j Z:,: F7, i � 1 - "�, ii� i, I -1-11IJ I i: '!,I',,� - 11 � I" 11 Al j ,�I: F I I 1-i ,,i,i�I, �1, i I `_*_i__ - ,_� �. : 'L - - --- - - __ ' - � I -- - - - - - � ____ -1 Ir - _" . .. ... ...... . ..... `­ T: ­11' "I'L �­ � rL rLr ­ ­_ ­­­­­ ____ I T L_Lf�IIF I _j L Ii �� ` F, yr�c niq � 'i � TLI'.l ' - Lu; � "'� I 1 � UMic �F �­ ­­ L - __ � - _­_1 �I - - - ____ 1,511L IV , ,_ - - . - i � � I ­ r � L_ - = - I ,r 11' i L � E C 0 , ,� c& - ­r'_,I�&I, _ , I i - __ _& Lr- � .... ��FIFV . = KF - � I lr� -- F�, � :� � ­W�­_ Dlj� 11 I � F'j- - 1 -i, t - - J, � �,r� _,�' gifLuzo I i, r . _� I -1-61,_ � A_;��IAIN - L - 5 I E��&If� 5 F � I LIWI_. 11 � , _L&&M� � __ _ - ,�,_.1�4 i � ] j, , I I- ­"Vp ' �: _ F �� ,iii;I�I,i::i''i,l!!:, '7� � ;�; ,� __ - ��, _i I— 1, t ..�,��` r" ,7, ­ - ­­- - r. 7 I Ir ­­,, ,,j�j,,,,i I i L I ,�r: ' j �1,r ­ ­ - ,�I 111 I, I __ � -_ iI 11.111 4 , i !.,I, F �! I!,: �, � - 'i� F : 11''Ir 0111FWI­f,� ,W! ,,­ ­ L - - 7I; I I i�A%� nl� �,,: ��- _­ � 1­_ ­­­ ­ I SIIF� � ­ " . � _ I 'L I C 1, _ - li"F] _­ �_ rl-, ��7 1, I,- �":�,F�, � '.'11 ii 1 I L, I 11 ... `0 , - l�i � I��1�II? , - : 1 �F� � - � r ':'L 1, r il '1� �� I r ,, I i � " I � , ..'r . . " . � � - 11,1L, ', '. � 'I, l � -.'-rr, ' - ­ r I � I ! i:! � I ; �: � �, �1�_­� I u ,��: : � _ _ rIjI,IF " I : �! i � � � �,r'� _­­ _ --r-- "r ------- 1� - __ - - ­­ ­­­ -­­ ; � 1, � 11 --- ­-_-_-__­­ ­____­­. . � _ I -, � - __ ___ --�-i'�--�.��",�,%�-;�.��l�,.T"':!:;,���::I - jl.!!�:l . .., ,­ ..... . : � _ 1. . - � ­ �W��: . .... t � � ":! �� ��j_ � � ": �II� �� �'I, __ _.,l " �,�� ­J­', - �- ­ _­ ­ ... =­ZI�,�F I ` 1 ' ` I " �11` . 15 I-. ­­ %Lip,liirlbx��Iz'�Jlj VtjW;CWH" A-T il',P I OMAN r I. - * 'i 7is-A-, I. :, 2L w-�_h REIM, �_I; M=_RL 311MR W, %iMlIN"i- ?PM 11,,�,, R95JIMUM a 1, 1, I � - - , I,tS �'il __ 'L �._ A�_ aA 1� OF � I :r _� � � 4 , alllli� 2p - - Anc�,V75 ,_-L", 91�� F, I - i:14U"N 'i M, WI� . 11. I 11 - --- ­_______ __ - . I I— - - . .1 - --- ­­­ ­­ .... 1, -r,r,. � 1 T ,"j, L/ 4, ,q'i1% �_/5, 'k Syti .-Vi -n,,7" rg,A/-,f &, ,W,1�, - -.,..- wv: r I - N�),j I , , W -, I, - 2 '' r,"r " I, 4 , - - - , ;, 11 1 ; . - - - .i , : I, , , � 1� - ­ I i - ­ , - � I F 117 - , - - ----- - I -- 7 -i- - , I � I' '� IF ,I, - I i q Rl&:� .MQU T� '�,Z � T fItU i__ M, * ­- - � , ­ : - I " -_;_I____- - I ­­­ , . r ., ­ -r-­­ '� ---- 1-------i - ­­ . ­ t � , ; : I , 1 1 � r , I � i � , ! 7 4 1 1 il. "I������������'ll"�.1111.�ll,�-.�-�1.11I ­l., "..-"",.�.11,11�,,��.1--�....5 ( §)t � 1-11, r : � : I � : I : IFIAXIMUM FIANIA LENGTH 'I A"'!"i uir l'i " ­ __ I " "' . ! : t : F I � - I i � : L : I 1 : C I 1: � � I I I I , 1 � ! htlli 4iI 11iii: V !I i��,, 1! ��.�l,�,�.���,��,�-�,�,,�."���;����7�T-- --­-­-,­---- � .... ... " "'""'' $;I - LL '� � 1. � . , -- ­ ' ­1­ � � � L ' ' �­I i: .-�i ' . , ­ 1 I 1: Ijjql,,� ,,,gLi, � )'�4111 I.,,I, 11 T ii 1 X"I'll' Villq�l 4l: _`� 1',111� I �, - ,II,i��, FliFIT=41 � � - � .1 � � ­ I __­ � - - 4 _­­ i_ I = - � , I F iFIF, I �r �,, I �l � . __ __ ;A101,1111f, I rLT0,3to :1�,�,��l�l,��i�ilili:��i��iiiii�: � jI,,i:i:A%i1 � 7 "I � 17 "I I - . �4_! �L:: � - _� 711.1 ­4 . ...... � ­­1 .. .. ... . , I 1 � . � - r � � _ _� r F - _�� , ,,17--i- � . . . . ...... 1 � 7'': . ..... . . ...... ­­­ � �� z - -41 11 i, -I--- ­ Y' � 7 1/2 ... - -� 31 I- IF,� Fl: � - 4 � ___ _4 --L. -.1 , , I - _ � - � I I - �' _ - � 1__1'__1] I , iImzo �;, T F� 1 �- - � 1.,4�' � 7 IIL� I - _____ - - - , ____ , - I , �Af �� - 4 - � T � -, ­2- 1 I I � - - - - ___ _.T1. Z - �_.­ � ­r �� II , , �,, - __ � - - � __ __ � � - � - - \��, N_/ Ali , - I - - - - - I i h1i'll?" Lie,p �F ­ - - - __ 1: �l � �` I - SF.-TION A -A 11-1 F - i ­ - ­ --- I ­­­­�­�111 , ,, r r ­­ ­­­_ -111_­­ . 'ICIM,P __ . , l�� i F'I 4 I i0l"M`F� ii 2 r L"'L�LiI'-L f �k_LL jjiIiigi �I� j FFFFV �� 'r -I � f-li L=_ �� :1 iikl� Il�.bihll,1,11, PLC'- . F� FM . �,,,L, ll,r ;A' u" &S­ �PrF�1�1� ,��' 1 :��l'� I WR� u A rifl:�uqK LINWILIM "NE� LNVIIII � i I , �, T:T , LFC,:F! I:ll I, ii� l:, ni�$ oiri, L&QI CC �plull M, M 1:11'1,ll� �V,dli lij,10M '1-,' FINM S, 1-Fi, � 1,� ,,'!I,, "I''I ��I:��I� I - i 'Q-_�, �:�T NION'll'iV MAICKAJIM PX19Q. MAYLK `__ ' �wxs 5r. I � ­1� � IL U7 LEWPO 1!::: 1i 10 "It �Lf,iji:j�li M,"`VRWVM� Pi �*! m i � !�C.� N!Miv il ,vj - I' ` t±'iF� IF r�I'nLLr'j ' =' �,­ 'L I � - � - . A] FIT _�L. F­ � � m, r��, 1 � - � �� - - '_ - - � VF: ��� . �' I I z��_=Iz'� ­­. �� r , ­r ,: 1- ���:li �� � , i � I � . . ­_ . .. - ;; �_. � I � �1. . ­r � !" �� , ;- �­­- ­­­. .. . 11= ­r­­­ ­ , ­­­­ � . � , ­ 7� _­Ii:� ­11 4 , ,I�:,F., ii r , r - IF " 4 0 _L , 0"IF ­t_�',u , "I'I"', NIA 1� �, � �, 1:1 � ill � �:? � PI4: 1 �,�' ' -_ "' T � ! �4� I _ � I � I _�, . �r . �, , � ', , �,ITAPWAMK�j=i=,' 2­­==-­-��,.­=Nir "I I ,11- I . .... Ill, "Ill Ill 11­­ ­1 4 11.11 11 - 11 Ill" Ill I 1. 11 I �1 I 11 I I . : : - L '�:�� . .. . .. ........... . ... "' " , """ , , , , , I 1i ,,, � Hi , ,?�,, �,jj, p � �� I� ,I I -I- __ - , - W'X �`L� � 1:111:1,111II'l C1111,1:1IN & FlY, I: mi� 111 �i� T, 7 � I:7� lr,� "I�:� , �4.� - i , , , � "', Pl� , �,,F - � ��­­ 'LF , " ii -� -- ", T� - will � - - I ­­ I,- - - i ��LI-­­­ ­ - � � ... . . ... ­ .1. � ... . ... � . I f -1 - �7` 7�- , " Z��, i TJ ,1 ?�I)Vf Nov � o ." -I-- - ­­1 ­­­ FICIR! ALI 5ULILT1141 1! ". 1 5A­ 'L:I ­­ ­­ 1, Z� __ � - .- ­._­... ­­' ­­., ,, " ­ .. ..... .. r_­_­,­­ . . ..... ­­­= " 11 1 �8 � Y, �! !� ��111J_ �j,��!!��l 2"n - ' - 441I, I, HC I y# I �"kly'Ll FTC�� 3111AIM PANEL I 1 " 7�F � , , �, '; Bi i �,!!:_I,11�1�I�� I 'FI'A'? F, I � �___ - I I'll, * , = F u. I ,�r ��.���.�..�l�,���������;�-LI�����������,;�,,�,� ,,, �, - � . . --- � . � - - .. I r _rr � � . �I_,,� = . � :,I I iiii i - '�--- __ , T I ':"""� I' - It , ,� - i - I I ,,, �_ ... �11_ - - II � - � L �­ - - � GUMAL PR()TE(,'T!lQM FROULlICIS, LIi-CIII i,�,'�I, - . �_ I ­ / I .. - - -11, i � _r. . - LL �_ - I - �l � r I I- I - _t �%ii � - - ,7 . tj� ­11"I" ­­­ "­ i0iiiii LFT tii Wil-TF - - Tt;­l � -�_�_`r - � 11 - #L 114�Itu-i 11-FLANIF: � - . ff,% : �� I ,- � F­ - - - .. - - - - - - 1i , -1 I- "ll. �"­ ,�F_ - rI� - - -INY_,� - i - � ___, ", __ _� : `��,� l �ILMI , ,, , i 11 , ��:I � - �, 1 �m � I 7Ls , . 71,, � - F AI A ��IINK, - - � ��t --II ' 'r ,� - - �_ r r ­ . r r � � T ­­ I o",ii''w'', Iii, ­� ____'_'��' �� r r.:1 !��' - - " ,'%,L"i"­ FL.IF� " ��_, , �, "_,rF", 1; I r r - ", � --- �I'l, - __ - - I � "O,P,_ _ � _ _Fr. �- - , F,,",r , L M­ " 41 P X., PA. L. . - ��'� � �. wi , �� � jjrj� 11 ji inI, , R � _- I I _J! .... . . =L, ��_� ''Ll"I':1"­ 41 1 11�1.­ - L --- _1 � - __'__�I!" _, 1. 111111 14.11�1�11 .. ... �': �,. �"� , � 1: �I 4 il I � I I � I I 1��, I .� - I, - 1, ­ -I ' " ­­ ­ �, �I ... i'I L - - , - I ------,- , - - ----- - � I N SIT kiLL&TIQU. , _,____, - I QfUiVi�� ___ - A� N L, E I � "; � - � � - __ - , __, I --r- - - -QUA! _L4_ I I IN T 0 W 0_1 COU ­ S TRU 71 �Z_ ­ - -_ - � - - � . - r 9 _� i I �1_ � i . j - � .1 � I'ir I F L: I � � - _! 1, � i X��--- E - 2 � - - �,L I:'� �r,ili,UIQII� I ; :1 � � f � � I i ' I � � I i r � I : � �6 i 1,l,tF:.j!jiIL1 , i�:�� I ,�,,`Ii��!!!:,ILJI, �N: i - � � = 4 I � = - I � . .1 - , lic-N,", i i I I - 7 I zl�­ ,� 4 � I : Li_,��, I - `1 . � - - � if I I 1, L i 1, , -ri � I : ii _____ i ,� - - � I � 1 , �I,Ml:i III, I � � � -_ - ___ � . 2 - - � . 4 � - 4 � - - - T 11 I _�I =1M , ,­- 1 4 ­�- IIj I j , Fl,,,,�­�r ! , Q -I['&Lr - f E � I I-- - � I ,� � �­ I P - I I l �; �­­ : � �, I i 4 1 1 � - I I I - � �i __ - it L � I UFzII-, ;�,j�� � j I- : � I i - , Ir- 1� wDi - - I � FrOFIlin - � i R : L� 1 I I j 1, �, -,�� � I I i Mjlli�, i � Y I o�i,, if � I , � :� : E I r - M67 I � r I I 1, -_ w-,-nt,I�_' �11 i � i I i y fFtIIE,_ I�', 1- aAtI - t . . j i - I ? FFH 5�­Ltli�l i : - t , 4 � E : I � I - � � � �, I,S r:uiril � ,1,�V� : If i I L � ­­ [ ��V__T ' � -_ , " - , ­ _' � � r "LE: Ir ,� - - - - - - - - - - - - �, 5,�ETI 4��F�� � - � - - i - - - I i � i�,� �A�_011 � " - -IL". _Iu��!­,Iii , , i IF -% � I �E , �b_,X fl " : i %iFF " I tL I , _, r � K � W_ - . , - �_ �_ff� - � __ _r � . , ,_ _ g � I �F_, - - � - - I . - 11 , 1­ -, � � ___ I - Iq,F� - IF ­.­;i I I a I i � I - : I F r i - - � I . � � 1- �- - -_ -_ IM � - � -,- ___ - - 'IiL- � , - � I z I i - - r i - [ L = I - 1, I ,�,� 'i L I I '' I TIVI�-,',pF�;-� - I . I- � __ e . I� : F � �_� I - L - - - - __ __ - - . I - - - - - - - � , ___­ � - �_ . - � I I - _____ I I - I I I I -.1-­ �i � - I I ,� 1, � - � T � I,� I � I � i ..'u - . �_ f � - 5­11L I � I I 1� : ":-r !I, : 1 - - I - - ;=F� � if �� - - ____ , � r � I - i 5 - - E � - - I � . I L �[ �,K, 4 :�� I C "�� - , 1! I C � � - � - �­ �_ 9 , I F � . � - r - - - IL - - - , I - I I - I I = � t E - L 1� fjIL'r r - . , , i � t - j_ _ f r, , �_ , i I R IrWl ALL"Wrouv z"ll * t " � -. � . I . ­ I � � 'I �T �` Rr "' 0 F M DF�U 1 [ - WI"ii I i ' � ­r, � Vii, r i � I � , L it ) - I___1 � I - 4 m 1 1 �� I - i `-� EVI: - 14510001 � "I LMI IRPU`6 R'��' I I �10TAI�Ili � - I � ". !�11 � � , , vm, �_ I I L r - ,� L'a P , � �� i, ", . I � f ,,2= ill'i"Iii Di ',_ is I r i $I 1 fl"r CFL�,_yj r �� I ;!'LTFL� : I it � I I , F��E� TrFl.�',f � . 9 - I ,,ANrr �Lmy 5 -_ - , � F I 1: i I �FD , � I I ,'I '-EFT '1� ill r I �MIE 7,IiI�tjlo­ ;� �� � �R, si'lli'l Ij � - 9 ;-I �FII�i�Fl - 9 fi 7FF-T I- :r r I � L � r r�,I; -FIZ 1-F,''i ll:� i�jR FAviii I � I i �: � : � N 11 T I :I i , , � I , � � I � � ,,,,� t'j,11"i i Ir � - - - - - , 11 : I L I � i I ­_Fl ,IIF= �j�lll�lilliij� i 5I`Prl_� i I' � i t , i I ;�",: I if 4" NT'li I .,-- - - I � � 3 � if I 1. if c"', 4011 i''UP V __ - i ­_ I�t - - - rila - ii � r- - -1 - - � I - 1: :�i ,,�:" l'i � 1 . � i Mi, � TZ4ini I'llp, I �,'�� � I Fnl,A - I -r � - I 5r' F­ I I�E I vlii� - ! - = - - - � - Fq� - - � - I � �%�I r 4 1: 1: , _� ,,, � �Iil, , I I I .- - -I - � � I -_ - 4 F . � . I , I ,,�;F! _-� W FT I � i . - . - - � I �QIFW � M29 YK4, -SMEFL.ilhk I I � I . I 1, I 4 -i L � r . . � - - � ALMb[ATn �� � i , -, I L ; �� � �jir= L M � E � � . I L 9 - - 5 A -_ 1" 11 � A� � � I ! 4 III` L I . I 11 "Pi f � I­� - - - I 7? W__ � f IIF " s- � ,� il, ,,�,, ,�f � �� I I,,,��, IF�44 11�11,:I�IR.1�4 �L ,�, ,4� . ,,,, r I L, : . I �� � � I I ,�_"__�_,A . ... � ,,, ­ji, " - I . I I I I , ,L - � -ii �1_11:,`F'11 L04rls, �', I D� II _:_�' ", - , � -_ '1!1 V, I- �� I - I r - 71Lj � � - I i I �, M,1,1, i, Ii 5 i : I , , �� I; - i, � kc , , u t6I . _Y�n-j_ . If, - .� , i_­ - � =, I fl­-­ ] , -�A ill i� - , - I� I� �� ill, 1i 1/�i � � � � 1 T a _�, I FF - __ ' � - � f = ".., � - I I. ­ - I j- .2 I I 11 1 Iy-- - I I I ! � �� ­­ I I I I 1 1 ----- - r � : I & � . I i lklilllif��j __ I - - - - 7783M=�I .- Fgj::R� , - - � �� � 6�� I I I L I � L F, j i - ___ - , - __ - __ - I a T � 1- I - I I I ! �; I � i . i I � � _­�I`ii� ", ,I II-, � " I � - I . I ��­ F­­_F ,��r I . - � 1 �I� i- I I, . - � I F L- . I I � - F ____ - __ - __ __ - .. . - ..; � A _L *0(64L -I I I I 1 �L � i,F, . ', , i I F ­ �_�-- r - ' I - . � � I � � t t vi - - - I - . i - ��l i - i- -_ --,. -- - - � a I t - �_Ii� - - - - - I - IIOAfI� IF- - . E E I - ozIn �x � =L ��v, I I i I I � 11 I , 1011)lil�i � � � I I - I I F�-_ - � . � �r I I r - �, I I I � i f ; IIIg , ­ - -- - - � . - %Mz%�� �!�,� � � �_ � - I __ � � %�� I 1, __ - 11 ,. 'I ,:",:,r I � �1'1,17 11"Illiji,NNLU�, I - � I - � � - I L ;I al ji F56i F�1 I I _­_ F - ­ _ . � - �r -IiIi FIF�m - �IFI;i Li, i I � �_ , _W&L ... Mg,QKi%�'L,-�!,'�-,.Vl��!MT--�,�i��H7� : ALMENAMIT-2-W I WiLi[TilN§ i��Ii:Fvgm�� �,_--- , � is n- mc � ­_,�­ FIIM: - - k - V8- V , � M"ARNARIIIE, ,I�I�." � - L � __F� � - I ­ � " i ,� IF;�,� ,,:�t kliq-, rrt "'D : , g 2 . � 0 ! 'L� ,M$W � : ,ii : L vii - !LiF �4, . - � I I VF . ' � ,�I;I�k )v� , j� � lk" �III - � I�, - f '" � ' - ­ L­ � ­­ ,--..-, ­­­' ", L" " """' r", , ...... � ­­ , , �"­ , " - """' __ , , , " , , , , ''"" 4TIU " r ­ - ­ I L F'If': L­4i _I� ,_ L IIF-­_ � =� " � $ , ri� ii 5�, , . _- ,--- -- ­ r , � r � ,,r �.' , F, ­:'­ ­­� �, .�ft­_. - = = 2 __ ftvu� L - I I - � , __ � 1 �� " �': � -,_ � f�FIK : r�jaffjIii - L' � - N:-, ,II I 4� ;�� FI :i� r -x� F r ' F ' � I ' , - I - li �­ I " lift. J�j � F, 1, ', �, � r .r� R Q R i s "a I I FiFe, :, I , _OM V_��X_ , L i , _ _ _ � - _��S ,_,Y. �� 1 1 � I � r � �Ii ­��, IIF­ � 1:41�i 1 , - I __ - � _ r� FF ­'FLi __ i ,� ,� � 1'4�'Z ,�L�'�_,�t,� , , _j� t� ` N SHEO 3 1 1,1 EFT , - _�,R - - 1 �,i� � I I 1 � :� 'i � - - � � �� ,I *� - �_ . _ --- i C "M; V_l, , 4 , " �� I , _F r5 A,0 ��,i sjfi� IV � 1 j � o,,-,, qVVii E 2., V, I, � ill, I I .� � , I ,� , r­ - I 1;� _�� � �_ 1--ri'll. ., - - - !A;iti . � � Fo+" r,nN -3 PAW Mpis]Mai��41QN: I I 1 1.1 11� I , " i �` � �, � ,'I, �i '11i ", I 60 � F � , 'Ll, �i ,� I ll� ­,i, �Iii ­­­ ­­­_. ­ ,-I ! I , q,"Iac� � ,, , ,H-RVL � *EM04 IIS 'D RE SOLMdEFM iii P,c 2� '�,j Sez A � " , � III� �� ,,,, , _­, , ,,r ,, _ 1- V � � - 5� � - - - , � . � , %, C I j �. - - �. I - - ­ -1 I Li �_'U_ ,­_� IF ­�F­ - . � I Fi_ ,,, � __ ,- 1. I - F -_ ­� j_ ,-I : F 1- - - _ - __ � , ___ - ._D - - 11 �11 r. ­1 ­Z __ _7 ­­1_I=­1­ ­­.__.___ - - ­­ - - - - _- -_ - T "I'll ­ ______ ___ ________ - -0i a) W C­ U) iiiii a) -I..., I -0 > C­ 0 L_ " _0 ­­ ­ - ­ -----,-- __ __ ---L- - � ­ - -- - - -­ - - - - - _, __ r. ...,­'. ­ ­ � ­ " ­ � - W 0- = 0 - - ­ ­­­­. 1­­­­­-­ ­­ '-­'-­­­ - ­­ ­­, , ­­- L -, - , , � a) 0- 0 L_ MZRN,_ui�=a i = CU -0 CL . , - OdOu'lM. imUL16&--UM.AWZJ�.AL.L!,J-�wma-=Lm� JIM � � - , �J;, i P3111iii: 110106I ,� �­, 1� �L u .5 ,.6 ... , 1 4 "I i 'M , � ;, I `)� F ,?ru­M� m.. �,ili! hill:15 : - � a) W I III-V. -Ajl_P:�_ 'F,--.N I ' -IFIFILI1 ,, i' . - 'ZPED�' �I LI,rDAI I'M- llril� 4:ifijjlijjjj�1�11:� I ­-, - ��v - -_ - � J�� 14,1� lijr�CLIIIICT EF R , ro __ � Mi " � -­�_ '-�� �__ , , � � _ . _IF�1, �1, , �: IT, 41(� U'l 'Itz'O - r Fm j I �, ��TF�llllqj, ,� , I'll Vili iz", !u��, , � ,� VFa - F_ � 0 4- (n -6i - � , . � �! 0, I !If rilT � ­_ I4��-�FII ,0110i� IWI Sill PWI01 11FHAu. I4011 bil lodI01,11,111.1ilD V lflli�fl �!Lpl ill PAIIIIEUMI1 FiLlhilli1f 110 11,14D ?"'INIDA01111F '11 lij "I'll"O"IFL AitL h"'Iyl"1':''11'�'l"��:'I�Ill��, Tdl VOLIQ IUIIIIIFFYIWFI�'V�� FAIrIDUCIM, ?­ 'r __ � __ . I 1��,�l Wi "ll ::j,j��,� i�:'A NIL� = M -cu - ,�_ - - _ - . �f � � � ­ ,­ �, !­�Ft_ i Ful7u 'FF, I 0, , - � lljklo L - __ � = , _ U) "Li " 'V'�It� LIFIAM S� 3L III j E: � h I� ­ A. F7- __�_L,Tn T605 � � �n,�FF �IrF710W_7, ­J� ' ,-T � � q,I�� � � � I F �� � � � I 1 I � � F� � N f ,,, -!, V 1,1�,ij �, I - ,4�Fj� 'C' i 1 � � 1 � i � i I �n $`_'i :1: !':!� I � : ii ipil '�i�l -0 0 __ F � - ­­�kr:IITI� ��]F� FIT,If;�� 7�11"Ti W­ UF I'5IAikl,11, �R �'A A FrAil,':Ilhji�191j- 1FN!I`1L ,I r I M, '-r F4IF- -- - i I . -0 iiiiii � �il - " - i (D L_ ,,, F"', "",Vc- ju5p�z T- ; 1, !��, , ij.&�i -,�� 1 IT"I'l "', 111i 111�llj I V,$ I) 1 �'. 5� , , i ir"A"1141ji$ d,Iil1Ir,�F_,FiI Q�I �,: � 1 " I i S � 1 F I, I'LU4 �, � Zi Z� 11EM 7TV,11011111 MM' FFI5Qj ,���T I � r � ­ - � Lril F� .F , ,t "',,,F . � ,� 7 I IF I�; li,c � - - -�� -, � I - - � - ,I� E , , 11 - I I _� i"I F�� Fr, ;,FTL E f .��,, �-f,prj,qj, �]i�, .0014II i � -= (1) - �I, �q�vl fi� � , i,�, _t ;', IR L = 6 0 M Qp_�Erll . AlIftiII` Ti,,, -� ��F' ,� ,,!,MQrI4, I.1 I Iii'll � � I 0 IN! -Itt� 11�� i, 11 ",1j'I If. �-. !N�A ; - � �� - 11 C 1�11� I, �* � VRC , L_ ' � . - 71� - - - � Iii,,,, �� .4� 1 FF r Sj�L Mktl� � 0 M i"&V ­ -1 I� ,� I F� , 0 , :�EWN 0711�11`:'!N: AAW16 60' L11111 Mil'i '11-1� �IIM M 01E � I _�,TZ M C��II,rf,� �,', FI A' ­ �L F; F � 7� �JFI�TL,qi IiAf�,IiLC74 :'Clij�'���'��I, Qr jnI , 1;7r . r I �,- I - - WC, , I , V, I "i S7iIr'r ii, I I - - -�,l i " 13,100 1� 1 2 " 14 ?, 1 8 'i �IR`TIIIIN �W'j '�:�: 1! I ,;ir I -, I"t rl��I� RLDIJid,161ifill TRII 11 QK� I 1;1,11� i Ili I I ,,D l 1, G� �40�,Sjr,�Ilitll IS iR N xWi�q I,qr wfti IF�AILA iD aN - - . = "ZI VEIIi - I - T.- IIFI I � 'Flil ,,FpiF�,EFVI� oi%� IF�* ",,�r ,_. i 1!i ,:�J: M 4,iii ,j07L ovi Ylllllr,4�iVW, A 5-ili I'1101lill,IiE 111`J `IIINVIAlli. iii I , �,T '­�, FKALI E", AS ,C"ItATIXi - 11HP'� 4�PMIIII,10 �il--,i Trj;� mW _(,'.;,xm V,k� �iijj' III #4 qkj-�M� A 11,1�1�11 4 lv5 FA&IIKLF�_ ��MM ]IF ,Mct 001 T�,4 V.1i'l9i F� F� I� ULIPIAN MIT 1i � ,�:F I, *��,L I = . S? u- - 07 01MAIMI 11� , &TH Nllo�s ;6181 M 0 _+­j 11I.- ICU _ � M,V ,FF-111r,"r �, : i; %D �k-u I 11 1/2, Ulqi! i Co 0 > I ­ - 1�1�s qprw, 11VPJfI1TiJ 11L 1=P-UNCII, VIP-] Vi7M.fl 1&4111:� i z l!i Lj1i:oIiIlI�:I `�P�L"R,WJI101,1 IN: IYUCII!, i IFIA1 1, liwl, :,,I'16� 4,1�t` p; -�;m �iVlij,,d, V ! 010,11111p, - M 4, L��, ?,,r �2CW �A 'r­ ,__ QZ� A� �'Z AII�­ L�'�j I li�l ' IF-_ _� tolill PFV-� ­ Jim I. � " 7 , �"' I 10' � � �- - �' r e' 2 10D, I T' ,r1V",`,.',0 VM`I, M10 1: " . ­- I -L' "i r' - F9I ", - L � , , 11 ,F _ � , L - L,� - _ f � � - _ ' _0 i'� & JFFU C: &]_ �� _� - I�WFq, 'r , � !�;­a ,I� pi� i � LIE, SITV 2-S _ ii I-. FI�- �_- i V) _ ,I-,, III � �LF j ­Lj,�%�q �r LAS MZhf:­ C �,,.j 44 1:�,, I ILILAt rif,,IC�AS� 5701111C iii F'RV',-,'f CURVIIM pkia% 5DJCt%)� 1:11ill WK-0, ii flir, I 04 liq 1111ITI111411i; L_ "s-M w, 7,F�-ZD_� ,��nmcjl_,F, W_, 'is 1,tk oldl:0134P:jli`� V��rj`��F.Vll 'IN A�;e(�WLW T I E a) 0 P-19i VUFV�11i% Ci . 4CC W1 �ZCTji��ld �604 o,r kc, Wid,. llfll!�:'Ivns SHALI K UN4I tu%�,� er" i ll:c _w,vm, SIll ilvm� !,QCI� MALM'S i U) a) L_ L_ v4vnl"FF��:�J� V-0,_ i;q, As ,,Illfj�jj . C ", �, I , � & : � A � I . -*--# CL . iFi .-A 1 i 0. .i, &�,AMLWI �:Kj"Ikli ILJ jj- ij�5��_Ij, �jj,i jl�,J�L TtLI-, , ��FifiL�,� lje,ft�_ �. , ,, II�Ifej� %�' Izo � P . - I F I I a� , - _I, I FW ANIHMAY IMIU 0. W-I,XIAn Fi'F,I'TF0IFI FU �5 �q F,.:,,:1,W_l Ahl, lr�,�.Il �* 1111L 1i �Q�Wl_4,1C_,I11iFQ1iL F U) 40- cu 0- Cz -&-a �L &-_ A,- Al �Alfk'( "ClAi 'P�ln 141 ILLIY�.'.�RFI, '1111iij, 1-I,ilfi ,Wj,'j �iftlt XLLQ1 "-M , !4 & � 'Ei", 4 I �_ -0 . = U) < 5 4III15 IM KUI, BE Jf,A'TA­Ln" K�`Qfl"`&L' FnILLIAOWC flVIlild,LATION :'MIM, S"Ilivio, 'ON StCl"i ,,:MIIAK,� W L ,I� �­�r 1�41VT o"i -�,Fi ��,�LIL ,"VE �Il ,��,AIIPI` STIELL �5',Ill 4-��'� WAN 04 OILLil "i-W 04�,IAM,11:: '111ROUCP 5j Mii�.Ilui vi -LAII�f,13�1QA]70 S)IMIL NXI �,- drAiD. I - �� �� , , ri� �r�IF_ X__- _,F - ­�__ _�_ �� . I i - - aI - Tl�:,',0�4s�41� I ,j7 -�� toI�Pili - - � - - � 0- ­� 7rvkrg-kf,L`,�� ,-,M & - - -- - - . - � 5II __ Q I ��_ 7 IF� I � �__ �� �5' �­Lfi �K- - - �IA� D - � - �_ A:�nm M - - , = �ii - � - ___ - - - IF� r -�;� � � � � SEII _� II: "��PCI;:FF ii L E - i- am, z wg� Pftrvz� wcii,c . �i, �Iii MIL_ - - �:Flo_,__ " Iiiii Kn=_ 7 _ xxv M'M 1W,_L FRAW - - - -E - I rI � ___ - _Mrii� ­­ . 11� W h ,I: ---r :I�- �� III ; �� S,FIIii F.,­ �,jA� -ii 'I, I- �ITIIFIII IIIIii � E=, - - __ - - -­ ;� , � � L,�r : A - cAi FLICI �Rlv -m,-FE, ­.� ­­­ - _ ffF -�� � IIII I =I AI � - rp -, - . - I , " _. .- IFF I� . - - - . � �� , F 7 1F jili�WTI,,J, j4, g L - �,E_FM . _ & ,I - _S��LN � ,_ ­ A i " . � ii VlaftE IiIiii LmFFUI�L-710'1 ONN� _�� �FlliFAIF � _ _ I� K, -1 E � _' - IS � " -I I* 4ii � f- I ',�� 7 �:IFFIFI-_E, � � � - �-,pII�3iLl - _ lirl!LL :., - f1i Ar" 3� SIFIrll� 1� 11:11�l�j,��, ��ji�f,A_ �III'L! I�K �­ ii ,Lf,�r S� M_IAC �A.�Fl_" -It'HL - IIZI�-W`I-r PLIMNI KWT55 4Y RURREAW W010ml; . L rr I - � - - � M r I I _,IF�LiC,"" 70 11i hi rJE ?,� F�AIICFW�� I ' 'lf5 llltrr'41ATJC� LOKTIFig,'r'�R f% fe) %ZNiFi`li"Ll�L` ALL �>e,ITTEA (11j."PURFM ON"Es %1,il(,,�� z,-MAI,� qj clullalf,IkIIW�, Cof(Uct M�Llq ' : qLC ullrtliljmi� TO P,if"Fli,ir n9b" ,ILW, L1'%0!L i": LIM ,) %,.�FF!:fw, :1�'��i,�l::!Il�����.l�'�L���R�7- � - ­�,I` TIIFI�Iilii� ,V,IC�lirpk�i �S Wil'ill F1AuI7uERF" ,i �, . � �IF � F� i� 1,,", fr, ,.l 1 �r'�IIIM Fi�,�� "NVALMILft'N !I� m_­ I�Or�� 1IIIii � FIIIFFI 1'r" _Y ,� FiIi 4,1,1, P ­ - , I �� , � � 2 ,I,4LD.�,C, ,FFI� 4 � �� � I � 2r ,IL�lil", ol, n'LE JIAI�LF�:L IIIIi ...... F� kiz� I.- III I - kc REGULAF- ; C �F ��i 1,111 :: ll.li.*ii 00CADVil" C� "ANOWACIIJiMi7, ;n MII � 1,1� -F1VV . _FL APVL,i � � III P ,r � I � � � 111 ", I � , '11, ,�I�Lir�_'I%Ll WIFWIII!i� IS DISTINW-11i 9V 4ilrl �iIl'� j�i,,1rj'( '�JLILI ,� IIIIE",-',� I-F �_�� (ImA I, _jW:Pil!l pal,�; [I i i ill* rl`M� �CIII�sv F��,_UN ��*Cui : F , I MEP,ii .'r, rj.j, �.Z FEE - - � kppi,j _ ', _R ;5 �'Lor,, A, ,f - I' L � r t� - � _-Ii IN MM, I r. - ;FIF F ­ � -�� ­-, �_­i � I, � I FM 7 � �­ _f;1. ., wli:lli, il��r SITE co,.Murnii�,,I, LOL)F4,iE fr4,,l ii;F< P- 11 III 111i'll,flir I'LlIMLIP III :!Ili LlA0,11:1VOIFE, ii ,k19lF!l1:l:" IIS wILl,LL4l0ql:�,l,%Vu LL. ELCI,lp CvVM'WFi Plilclil I,- - - __ - , ' , �4,:,: ,�,,,Ilii �:111:: I'MOLIN AL'C,0f,-,. 115 ,,h1qhli1f'ACrL1.-- VY W-1111h,11I I� ljijl� �Iill V'1W_­C"-VR IN, CC I; FIM4-0-r T"'R VIE %'XtEgTlo�. Kvi AM LIMALATIL(04 ,W71lifflIi 11PY D-3TW -ZF MM PK,DL,�17 5, ,�l t­ - � i? PT11,11,1DED AE',riliRE �DI�I.L,Lg wr� *VwE i�,Lw I'IiItE �:!_-Oc ,'I-4w L-Wi�z� 2-W ri�� IFIVAW".0 I I ol� I FjLQ gi�L - -.4t I 17� F,p(� 'I, I;ljr,l�,�GiLt RIL-,� ��j,-E,!� l: iyol, , � zi��LL i4 ' ��-' '" "GA E-CO `Mlk'�'V�,�� "_', �_ �. - I L , L -1 � I r � - i;I� r,Ali El 901 51�­ 1 7�,, I,LCIMR�� ii _­ - � �fg P�Fil �AIA_ ��,,� I� ;Ii&IIg E - 0� Apiil � � ,W i ,:, � , �_,�I­ 0 L & � �:- .r ­ �i , � , i�� F4�5 ri I-- �IF!IN Dtii 'mF't "i ,__��V_RFJ� pamilLina W ILomli _� OF ­ - . i 1�1[lill 'FF F'C��,�',,'j:l L __ - - R.W13 I�llll '0"U`LL`F F*D LIVII ROO � 4 . _; --- - �,L f i 'tFlIt �­- F-,-i � �IfFiIu tw Pq1l,�PxAE1 , , , ;Mil ii �IFFI f,� II�� �-_ � EF-I W, i! T11F I �� - � -c, S�I' __ >�PW�__L 7r .' IF- ��FI - I-1111 i 1. IF � , r"iy' L�pq� �!­i4mi ,�w�X�tl l,1Lri:Frrj ,1�xL,,S7, , % �� � � L� , V A rltml FtiG�, ­ if, I - - 1 , r � III - , �L ,� �­i A�� � L 1, 1, ,,� ,�2 'L IIIfIIIN_­ 0I fFIIIL �Y�1' If " R," T74 T'ILPE ' iLLarjj�'__L�' IIIM W�"__ 4� �T PFSFFFi "­` 7�Z 9 , - , %I �,I� I � "I N Ali I%il,� � � �L�`s ,,� 7"FIrl , ��All,,V' 'ci Ii � � L" � I r,F]p 0�1_ 1� ­� PZF=� ,C - �- w - . . I ji ___ �5ii ,I ", ,, Ir( U, _Fk I., ­F�i �hZ , I �r A a -La � 4V­ � FIT ' 'I- F1 PIiGALN 6114 5 44 L � S40-ff ­F� ' -r` F �� F -% --- = =FF C - Dpoi �ii FF, %,[I � I�, �� i ni� 'E'� � I � 5"� 1�_� I N&T ,791,1 �:q�ll �,Qi r F�WZALM-11 PAI � ,,�i,,,-_)�: , �0�, ;F - qg:� igj ,F ,�FIF-- - Fr , n ,,T LL t",&r� . FI_ ­ --t rL� 4 � i L ,I j,,I,j,L ��I­�F�Ifr4 a 'I �,i I , I �L, :41 IIIIiiii, r,NL.:IAL� S'l*ij �%, L,-.Nil F,4 IL�'� �11L I,:�l�,�iii: flr� r I& a � C � �� �qjIri �Lrllf, ,ar Ffl 0,141llrii�$i:IN.Nli � ,­�Fj I,,'I,� �Fl,,�r� I ''iii 'q`I�� P �`.IQ'L "-! � I,I�: F � - -'­ ; I� ", I ,_ - ;11,11ill", _ _ I, r �� �n�"['11::PIIIQ' I'L ALI` -, 1� 11:� �� I� � , � 1-1 �L - ,:'Ali,.[ R� 1, 11 "i+Lr` IF , T Ihili'MILA OF I 'F� - t Pi , � I l'i ki. :I I, F�. �� ,I I* 1, ,iI - � I I� i I I 1 li'l-L,"I Rip, F,I4vLr,,; zi� IFII , uiFrl­­ 'IF'4r, 1!�il;�� I 11�'1,11'�,�,,,, �,�I, A ,7r�,Ijjj�ij,�I� � [� &4 ,�$C.A�r,,��, 7 � FIL`�, I I ! i:4�11lllc .Lc,f"t,�4��j�l��1:1�:�ll,�:11�:, ::"!:Illll��l�l�'��l�L����l�,'�111111 IIii1:1:I1l.�1i1­;1N , � ill 11�� fAr".N11 IION-L:M� 1101, ibli'11111141,41,11ill i , I o ,iilp U.�.,, I ", )"It, " "'.­_ LA I��F�F�Fii,:Iill� ,,JVT�j St"PiN I"15�2QL2 OF ?I-CLI ',',�,'AL,r,"C U-11F 'III -',,,-- h � - - - �:: ,,, I i � � i I i LN NC; F. ill: 141 ll� l�!, P i", , 'L'WPtI, ,�,,, , � :5 E 6 r,,F, T ,III9 ,, tI i�� � ji,,t � II.' I ! z I: � I I �,� 'I ' 6 � I,' I14' �A � 1� I ,rljt�j Nlhl�LIOTIF, A'� P,O,���'�1,Rl:-A�',��l��A�V�:l�� li�, Mokil ii INC 11 IJN,r�j�il� ljj�l I'I� I ! �Fi 1,0111l'�Iil I -,/,," t��Iull� iF Al,[�i;I,J�e',, L:P ;I�l�[:;:,:II,4�ill��,��"l�!'�lI Vp FI_ �­L,F 1F.-i'p, T'rj � �, I�P� , Y:,LI,,p',r e I � L_ 'j � I i[I'll Jill FANZ,IJATI� I'114AH III �,',i j:,l,l'IFjj1,,,j,r I,I,Ij["l ,FZI� - � �I� - T!�D � r� � r L "' ­ - L ,�, "FIL �,*130` � , _ .._r ,", r,, � I � � I M11", i ,� 1 I'li"j,ii,ii Fi,r ii�. _;K,_ Ii, 'I, r � ,,V� 111� 7,W�W. NAhjhl i iiI���114,11l�:, .1n. -'i"AIJIF r� , ," � �, ii , T14 51"Nk 0", i'll ���" ,, �­ , ­r��,�� 0*0" l�l � i P1,11PI'llili F16IT"'ILVAM"41 Cil' fd,'Kr�11V 1j,lr1*l:IA1,,, niciii Viilllr4k(41�� dfilt i111,11,141i: WrON IlNlA,lliij� 1111ii'll Fl,��1!111[� �l��i0o��,�Mg,,4�l::"���',��',I�,,,�-��, , I i , l'i'l,lF , �� ll�ni % 9101�. W41 sird.4, 1� " � , , �N�li, ,� 1, 11t I il,'�' if ,, ��,i ", I'll 11��,: ���� .... 'I, RININgill; lik:111HUANG, I�A"51(ll� ighli'll 1_Allzl�,�I��,,t� rilicar. ZPI11141) V ��� ........ .. � ..... �­­­ .... ­­­ ..... . . ,,­­ . .... . �,� . . .... ��,�,,�,-",�,,����,����,������,��,��,�,�,�,�,�,��,�,��,�����,����,����,,��.,�.�����,����,�.�.-��'. ­­­ . . ...... � ... s" i, I%111,1 l'Iri:l�':', I'l� I . ...... .......... . ....... _­­`­­_ IF, 'i r i 4 "I ...... .. ........ I : Q �Al �q i � IIk F - r �, -fi - -4 _ R T�­I'FiLFI -1- ,1,-j',', ,,.I,,r- ]1�1�,Il!gr,j,'T� &'�:,Ii: ,, IM No flailWaiji''ll �11�li�i,,,4 1" 1, 9 � 74 SAM 0A1lVhtiZEL_1 7FP_ =AV F'*"Ti � I � , r rL � I I L I IA-, VII , ­., LE 1. � ��, -FF � - �_ , ,�;Tj� .... ;� �j'.4 - 1�­ ­­­ --I-- ­­­_ I—- � ­.­4________ rf � � I,­i �E=I I � ,- , 5 ,I Fz"I6� USIM 5�11 W, 1 /�! ,� L,i Si,�:L, I ill J': r� �ii 11 I L - i - _ - L ­IFI'� r?��ii 11 I * , , I�, -F� I -�, - -- - I� jj:� � IF I �,j 'j r,4, 4 ,�, - ,�t� � �.L G - 0,_�jiF,,,FI_ r � APM I- U'Ll � � lr.`Li�� W-F' �� -, '. S'1�,f� L I I 'I � � r r ­ F �� , , raFl M.r01VCfl0N PRO -OW T,S� LMr iiiii �, I'l IF L - , -, I 1�1� lif C F, I Pro, M F - - -rl z _rrF IXTF.., " _I I r - - - ­; - - -1 � , i_ --- ii,i C.�RiFr �_, I� , , , , �� 1, I-, � TIIF,I, iF im; I . na i �� 7-­T �� -Li �­, - , � r� - L , ,� _ _ ­ , - � � � ILL � c­�r PAR ��LI �F�­_ ,� ,��,,- , ­ � P?� i� pl" lel� 1 �::, -_� ' � I L� l r � . I 1�� i - r :rl + . .�L , , � .'', , , . �F � , I 10, "I : 5­i"r ­ �'�,"I'� lip � ij,;�'�LLF`- ""�4 � I,(, 'I�l�$ 1 �iCj��F_Fn4C �_T �j - - Iii n� ] �,,�­ I i,rr � %:1 � � iftZA7 !I !�' �' r�l�i�� , ,,, 1 . .,;� ,11 ,�� �z i -1 ­1 l� ­ ­ , .���ft_r.��i��__- r - WL IWIFIFF-II 'I � I . - F it 7�F, PIITF4`� ij� F'41)C�Ll�,1I' I .�! i,Kl q"il,%,'1':,� , � ,F:, , �;A�, ,,, 1­ 41111, - -1 .1 ;; 0 11 I I, �, � � �L�, � IIIII SF� -. , �, "��,� I - . __ �_ 1. _�� - IF 'Lorti -, y,': I ly,l, rFF &�z ii I: I l�,��IIL ' ',61i! - - ­ � ___ ___1. i ��21� � �:", , L F7 - -_�;W�, , " r, '�� i", Ii Ili - , " � ��- , - 1� - - �__77FREK �:E:H, _ - I re, , .1 F,"L _� __ � ­ - , , ­ t�l `�� I, i, � Ir �­ � =1­� ---�I Z�.W ___ 1?�Wliv "t I r' - �' �4,�� ­i� - - - ­ I- � I r,r � L 11 . it; � - -r,r �ji�� 5 :4 ­ ­ �� ­­­_!___J__ I , ,� ­ - - __ - - ___­ _ � _ ­­ - ­­ � __ - - _____ - - , - - - __ __ - - ___ - __ _ _ � � . ..... . .__ .. .. _________L___� r;I­111_��__ _ , ,..-z_-­__.._..,­ L­ .,J­_i­_L_­_ L ­­.j I W =I �Yll�!'LAVIL ew�IiF,I�R�� "V� V ��>'�t.4'iLfr I , ji� q�f,­ �L i '�jr �ii,jlj: 11 �[ I li, r I .: ir J�N,.$TAM-TIQN-PrFAi',L-,'.,,,,E R G � ­ § 9- -V K -POURED QQNQREIL�� N-CRE I- V - UORM �!j - �-, F��Wcr K ZFFNVTI� L: I Q151friG POTILOW11 CW117�� ijilil raLi J�Lq;ig I i5p C." Pan Mac- III11:0�,11IFI3 ­F­ � I-- t 91"Wi , " , , , I 1, I � I I GIIINCALW Arlqll'WDRI�, - ,­ �MIN 11 � . 1, �I " 'IL, r m-.l , � ON ', , tMETIWI PIMPLED 54,i�Fvs V Iiiislill�IGI,, tr,�� ­­ "I , "I 1, " ,- 04N:'r� OrL � �N, � , � (z) -, " 14", '� F, � ME R1 wl� .1. � : � I e_;� . � i CNICV17 %AF*1 7.ftl� /I' L i I'll I - -,,l ,,I� � - c I- REQUORED '-, - - W I� �i i I � FW I Z, ­ .1-W zu. - � I., (M �:, - .. � I .. � �,,�­'.­ ­�I, J4_1k."­,ii�,��J' t_": 11� i ` I ("i ) L - � I � r � 1� I �! q - - � ,, �, 1. I, I�li, r " - � r� I �, li , - 1 � �S ,;,,t'.r' '� I q I� i SILJ'0�011�i�w � L � I� �"ILFLF," �, "m L­ - �'___ �1, ILI,�I, I II;osllil] il 41"NU 5T",Ffl� 6ull I r, �, , � ­­,� a ql � On S1,FV1 � � I, ,, �� li - Y -, I ,Mll FIIE , � _., I1611i, I p �1 , III i t �,III�il$,j ! �i�� �� � f � 11 ��Ili'� ,il:4171j'if ! I �i F 1, �AU- F - jj _11nFRM ,�_,40,,Ts 11 - - L 1 i I �V_E ,V,�rEDO-E ON $ 1 1 I � I � I �� V7t 0 F I i4m7r, i Al I 2 il i, I 1 1 , " 1--i. P , I 1 � " ,� : � 77774'! � "' 50 x ". ., I I I I - . ,­�': ,,I"�� ,I ! - IAW !, "L�"�,��"�;�r, �a Ir , I - - �_ . 14 r I I ' X,,,,, - r - i�'M '/��;�� I M . �_ I'l I F . : Ff. 0 r � i .jr��:�# , , '11101 cl', " 11 :", . - ii i ii, , H ,_1 � , ."r, ", � I- , 7 � i �� � i" ____ ��=_ �.____ 4 2�2� ­ , - i 4 1 )0 r - " �2,�IFIK - r , . I [i fid -4�7 - .-Ii q �-- `­ �4-1_1 - " , - - -, Rii _-=i -- � - �� __ � V - � �r ��1. - ,-r giiiI F �1� F;,mvwx" t - � :; "j, tr4#"fill !'I 14,11 . I�� , I ­F,.V�� L _riCF__,_ 11�4'11'lflml,� PIOORU,� NK,,fIl jr- , , _ � 1--r, Ft 121" 1:1WL-RCIFF. pilutp: �,fiw�-m, ­� _i� ri�,� I ��% - - '­� � I ,F�,�I�, I— � _ $bil I . Wnt=�MAAKTJX2 , . 5CAIII l'il-', r___11111 . . ..... 11-11111 ` _' '_ - ' I I � NfIri- I _11'�I`NIENAM � - �5FIII""�IIO I , - D - EjL'r;V M-_T4Q4rE .... - -1 I � -, - , -- fi.. -�--�----��-��.,�-�����'���---��'����-�����������-�� ... ­��� I I - r - - - = im !�C�iZuJ I 2 F�-� AF fl',iI',-,M VEMMC6 I E I I . � I `�,4CIFT�; 9 & 1W I r ,,, ly I F CCIfF`,1iFVliiI V� ANv WAT TiD ,�ui'T . . I z I = �?,- I I'10� I,�'IZIIL F� I 1 1 ,, , I I I I __ - ­­ �_____.___ - ___ ___,.__� � 11. HI­1____­_ � 11 ; ,,I- , - , I . iii - - LI xl� -1 --- --- ---- � x � I " ; --� - - - - L �_ � �­ � - �, r t scnM - �N - �_� , OF 6 I T , - I sp� � nIllFi)v"_ � M - - r 5 I - - ---- I - I � _:�� � F - � - 6 � Q, -�� L F � i a ' - ��', � � r F� -,',- h - � Iij EEiE D i i I - � � ,:�� ri��,',I,� ... � �� I -ii. ! 3 - 7 � I iI '6�; - Lj�, I ,,, - -i 7 I � I- i, I'. 11 ? � I - - I I - :� � �,F=Ai 'i; _E I, .Iii, ,-. " I P f F I � ­ I F � F, __ if,i:i " , � I �, ,, � I E ; III ��vmwxniw I , : �-Vr ;P �� , L t i I I � I I T I IYA9 IM �@ 1: ;. ,� -7 :11� 6�1 �` � � " `1 �:4;� �­ � ID�,�F IT - L i �r ill k I " I � ;r x Ir I ; . � - I IS r � ,�, �­ r . lm' 11 �, � I �L , �, iii � I ,'l, ��T � ,, I � i[ I L� I 11 � P . II ILL!" 5V 1 ,I -I , 1, I I I �, L I i , I I I � L ... I,ir,#Cp FEVVT 1� 2a %;�_m,,` I , I '. _ I � I Yl� , . � � I Rwt P, = . 1,6N � . - a _-, ;SEE ��= ut I �i : i �� J�,Ijl S"F� I j) t III f K � I, I r- 11) , I: I . ."ll � _.. I � .lf ,W rsirlmr, �* 1111 � 11.:Illi,I�jgll lii I , �, �, 11j" '!Ili 1, ,, T I I � i � � 11HI'liflis I 1.11,11 I I MnM,40 �TLPM; .... I 11111�­­11� .1111, � 11111-1 r I F �Oiz I r �' ' ' 1�1 I ': - !� ,I . !I � F � r "-" - i" L ".1 ... I.: .... ... r­ r I , 'I) ,,� r ,� I 10AX , : I : :: :, I � : , .: " :::I � � ,'�F ': i �i I ::,� " ,�� � 11 I i! 1 4 : � :� I : 1! ED � � L� I � ]: , 11 i t V I ri� � � rL ,: dL ' - - L :: i: I ! � 5, , I �, � :�� - � ��, � �,,���� � , , I - I u � x"'MF ,� , _ 4 , 41? - _ - I, � - I - C , �ir - tIr �giFZT � , M- �_,,, I � '� ; I � .­� '� - - - � , , � , I 'I .7 �Gp IFIAF� ,FF`1iF:AI!Ifr.,j , . '� � .-ACIII, �: � - � I I L I � t,L'r',Ni',%7lr OT,"��­­ � � I � r,Fli � , I, T � III MIIIM W � � , � -, 'L, �� ��i,Vllu�� -I- I - __ --- I � 11 I ��__ - - - __ - 7ii - _1111 - , 1� FS � THR - I Z. I rL, �9� i J1 i I -1 �,, i'l - N, j�l r4i 4,11IN 1Ie_'D :� i r I I j� a 4, I 3 ,j�, % ,�Illll AIII - - � ,I ­ L , _-M AA� �2�"� 4�� A,�/ 4[t��1-1'.`L k,��l -��_ _�� � - -_ ME1,4010I 14101CHI � I IFIN� II� a.�,, COWIM7. ANCICAS �ff us,m Pill ... 04R, . ZMAUGnim W/ SMA ,�C,F T'r,u�-VVII-7 iDn iliasers 9 f4m�un 14i 'WALL­KQUjffL"_r4 WALL -A-011s3s. _L, ­[ WIll ,:!TM:LV,QQLyr. SCIIIA 1,%W scxt V�IIFII� I",�Rqj)L, .... 4 1,1,0-.0 P, rk -,�,t, " , 41.1", , A, ,�`- � ... ­­, �, 15ki �, � "Isi �,111`111`li(i��`� ,_(11VV_,1' 11111=�,_.`I&5&�'�, I, - - ­­__'­i­.__­F FLORIDA BURD'Nri _L021- _(NOIL25e �1_1 - IWO knm, iW 'I- cl ... 44367 ". I I 1 24 "Ot SALVII Suct STORM PAI I Il I * , I.= Z , 'I, � i r .­­­r - , L__ ­­ __ MUM IfL,, - - � - � , & iIi� ­_ Y I ! � -g:-, 1 i;T,iITF�,,- ::Z-��, , - - r � I I im CIO lime �:[�GLORAL PROTECT," PROW-M-i Li "�'�� � - � I i DFI, . - - - - ­1­ � � - _ %, ��, b-,",�,IZ, .,_­X�--- r - - - " ',j" 7FW"i r -1- ­­_ I- III- . - '' L � r� - _�I� � 14, M .! L '-I A�!�­ "�' !!!! iIi M_ ,IFF. "�r, - , F�! jjl� ll�e'�,L ji� ,-, i"l,�? �iift III � ' C�,'L, " � � ,,, , ,r= - ­ g'_II_�, i�, ­ItilpI iiii IIIII--, � - f5ilicFilllill��� i tIii 'i ��_ 3" - _-;�- - ,.,- ­�Z�­;=;W ­­1_11��=�r= - - I ", --4-' ____ , , - - � � - -=!!T� =... I 'i i"i"'ir I "P�,� 11 L: III � =r I . ; T ,"@j,lii,4 , 1: - -,- .,;_i;­.r_­ ­ , ­_ +� I - f - I � ,�� I,, ID, � ",IM =r� FL � ..­---r-,�_V , & la I �F` - � ,.W7 1 , E ­­.. . . . , , _ _..'.'�11.­'.',. .� ...... ...... ,� ...... ������,,,,,,� ...... ������,,,,,, ,­ ...... - - - ". - , - _F - I - I H� - i,- I E)TMFl iK�W � Kil 1 j, - . I ,� - - I; 1 , � ��� WCAII DEW RF�LMM 3�1'_,'W, Arx, �1_ V)lu�[,-I� 141_11�0 I I r i I 5 1111 - - 4 � I _ � _11i I !� r, , �il 70 ME I;�ii`I-Vul OF �� F,liw- .:"-,-- C� I � Ili r � ,I � fi�M7�Y___ Mill i_1K_ - ___ - - --- " I I , � I I 11 P�Ll I i, I � - 6bi il� - q r - M I V � - __ u - , - IIH2J - � - ii - - I I 1 - � � _ Spw Q,ti F, I,, ��L,,,W wi p�i�,F,X,�: I : I . .1 � , �i�. r � �­ ill : --� f i � � I I - ­ 11 " I ",,,,"r � ��LF�_ F�Iii 11 �;� i ; , FS-� GiC1,,qzuA,E P � �;LIllm I 0 I �:!N 001 lim''iMME fl" !,Mfll, T 1 :1 I :; i : , )! 11��Ii � �,��,il 1:� ld� I � 1� I � � L f_-',Lr . , T ��� ­ , I IF , IF , , , , ,.-. = I ,,�IFF, I�� I, - %,, v � I, - � I.41,1f � I, I ' t , �,­ 4`11 ,,�Q, - . V - � I �_, i� : i I I '� I i � I I I ` I , 'j., "' ' L r%L­­_'­. ­ . - -, a_ =]]_,H�� r � �: % 17 .'�F M, =� I - WIF L' I , , ��� - , � -1 I - � �. I 11 . r I i0VER I I .111� , , 111!1�11'l , :1 I - i '4:i rir",��iil =J�jj L� I I � ���L' ,1[ J­ gi I ­11� , - . . . .­ ... . ill � I "_iiii I ! r-141L 1. 4 �Sz �i) 101-IiI-1 -1 - I , I ,' I� I il - ,,I , � Y � *900 '"W10i - ­ I, F 1 i i i � i- : I : I � , , -IF I . - � L 11 I I . � * � �,LI_t'tt ..�, ,v�,,I � - .I, VC ", I I �ii, , Z: � - Mu ­ ') IIE .w­ I Sur , I I t� I , ,, V hi - I r E I ` I, 11 � L� � ?F4 - � , I � S`ifi 1 I I I I i L j 1 , - 11 - - A; I r 1 , I .= -, 1.11' � Irl I 1. i , L I � I � C �� ,--- - - - 'T I _1 71, :,, =__ 1 a, I i i ; i . 1 �i I�' I i i � �,ff ! � L-,- i s,c4ima� F� � ­�,,­ I ji� , F - . - I aw %�iFz�r � __ ­ :, ip I : t .�JMLJ � WF sc%wi =0 CIt� � - � � 1 4', I i4l%,�11_V 1 r I, QAI II, ��,,' � � L, Pilln 7 <, � �� r 4�I SCJM� � I IiIil��, zl�l 'I - 1 � t tl"�,� �, ,,� � "A I, �T�o - 1� 3's I:& ��- F !I� 2 �Fli I I . , , r I W., 1)'5 � ''L ,,,�, P.ji;, t : EF� � I - - :_ `1r, i - - f .1 MIX-F _,, i'a, 1", �Ilm � �� ) _­ � . .. - s L i (S' � sc--,Fil��, Eiii I - � ��; �1_j I b;�r ��, � ANWIN Im. �`4:II ,e, IIFFn:IF 2�j I � I - 41, - . - I . 0,,� VIM, 5IF � I - '97' 1 11 li i � '­ � I I I 21 � I ) I . � I IL ' �: il% I i 'iV, I - i �p 11 --I - $ AR � _!4 - a � � J& r I- - . I _ 5� �q �- I j I - i I 1, . � �- I n � 4 � "a rifflsill ,.- . hi L "-- ; il I I I � I , . 4R;z;L._:_ � � . I ", � I . - - -------.,--- -1- V.- ------ - - ­1 F Ir L L' - if W 'LA 1- , FF - - ---. , 4 VI, wx , 111 r - - - - I MCK ql�QWM ZI ALOOL AM;I I ,- ­­__-��._. ,:, - I �SiE S��,,�,;,LI ��F - - - - � I I ,4,g�,­ , - , . F . - __ _V F I -"�,�,,�������,,�'ll""I'll�.����'...�--R,.",�j � . , Ii` ,lin- � 11. C INQ VIAM A&A AQW9_1 - J &T_I�RSATIMEAW � r'�' � /'gII � � -�--�.'a�-�.�1--i-�.�r-----��-.,-- � - L".1 �l 112 fl-I ... iliIij MWj­j[f�IST,.L Qr� .0 1, L . T_�g_';:ij,_�,�r I , 1111MA LOIC,l" IMIK- Ci'v_­ �iAI_15 FOR Nilu" A�!_,T, �11)111' !lk 51I)7700 111,10010:1,11IIINIZ CAN BE DESSII'lu PR��`,,J,LI RA��&91I - ,L,rl A,I�'_� PA-K, t1,qGt'-FiS :ClIFIOPill:C� W ONVI Mlif TO SO( AW As KW SL�mtlllii��i; uu S,46�i "I - I 01TA WILD,., I ROW 41,W i:,,I,r,,,,,V,, FjjVLA,Wr Cr ,�F -I FC,rj; oWo , L'�S , ,� �L' � l�.,�,,�Ill""Il--,�.,----�---- WuAgjlii� it soutifg � RNE NA - J il li,1 1, OETOVY W" 0�l_ 51j, VIR MAL, i � ­­._­_­_..__­_­_� Ai Al *f""i 'ge. w " - ,,, Fr, , L , IL "vi "-,-. I# , -L�Ctk�, �, , * , "fr --,� , " I "I'lf, ,� . � �� I � r__ F 7 I It i� ii 4 41 6 , � * � __ .W . ___�­ -;F _�_� - 5­1 � * F '5ii�: STATE Of ir"I F ­' . 4r � %�, Z I -le, 'I I , I r � " , ­il- ,,,, � I I 11 ,� i � 'ii, M'. E" ,��: ' �, ,� Iiii"'10 L P10-0 � ' -- L - PR _�;;;��L .,,Tr,,. 15 � -1 i , . : i � r- . : __ i ,� r , - _; i - IF - -1 - - ____ - - I i 1 �� a a - ?'i I '-­ V . " . - - id� . ", 0 j, -,��-) VAX, = 9 WE � z � . � , , , I __ __ I - ------ ; ��z'­w�,- wt; �,m, *�Ts 4 "" 0 a �'Ie qx, Piii �6 III 11 ilAs i'74FIZur. ri", IT,FUE7 , T�,, ir=I llbl,ll:�� M I 24 54SIC &A4YA'rIAZfG STEL WO& PAND. Di � L 1 � p ­­ � I ­­ ­1 __­ .. ­­....­ ­­ ­­-­ ­ - � ;��,M� . ...... ... .. I 0 . " 1. 'in 'I �� �,ni% �I, �Iul. i bw,Z ,.- ff)�- 7 _ � �r5, �, � ,'kl�l L4n4iLV',_':­�r ,�O� r , �, i "' - , :i ­­­' 1, i�,,?��.­I�F� r 0 - I__ ,_ r r, -, , J­ g�ff :�:, ", �.�, od0iiiiii i1i F 1� I , [�iq�.J�i��-� 75§FRZ�� HL� ±1! I! ,I, - I - I � I.W 0� Vil � 1� � "! i � �"� � I I �! . - ..----- .--- INCLI 3 W ,A " uli.A.I! , 11!1� .... .. - , . ­1=11 1.1111-111--F __-1-11,_ �� I i I -.1 irtual Review Assist, nc. Plans eview completed and approved for cump ance with the 2020 Fj C 7th Edition ill" Rebra Anne I I Klahr PY 2300 I 1.020 JUL 2 I 0" " (n _1�iiiiiiiiiiii, " a) (D (D c- -f-I 1�IIIIIIIIIIIIIIIIIIIIIIN C/) M > 0 I- W 0- cL < (D -iiiiiii-a 0 C =3 -0 M 0 L_ 13- 0 a) M " ICU " 100 =3 ui :�F < z < ' _j 0- SHEET NO. SH 1.3. 7;VM:_j:,1_LL__9,, :�,,'�7:�,:t,..,..y7-fti3-�1-7,-,,,,1,4,1,.��n.!r--V-l",�ll,:F.!16 !j,'I n?AAR''I'L�M4 A I III A K T I , I PAURFe ZIRPZA�TE_ :, , -k 3) KR ci', E � V "l, I - 2� , L I -", s I " - &#-��F @�wl c- 2. , I- , %X 11m - CA, 1 �= �, El - - ­�4� TFI I,LIxIAL - � , �Q . 10LA­ Td Al COW �_ � , � III 1 (�iI & R FIRti- �IJK �1� 1/"t, � T 3,., - i E - - , - - - I .-,-,, � I I 11 .. � 2 1/2 "v'A wl 0 ,2, Q_c, - I., A I .- W.- - 1 - Cowill Ccwlxzr�C Wl � J., �,� �__ --i 4A 2-Ae Ill I &om_- ;0"Al . I ', ; ­ - IT S/-!',T�"' 7 1 1 - Ali , I a�_r al OA - 1 = i Ill, V �' I , . I - --- z 21��- Vom lloll '- Il L --- - 12 "I , -7, DAL(s "I I /­P1 I.P, j� - 9 - RVICIPIED I - - - - - 4 �� * 1. L [f �� I - �_ � - -'I , . - I 11 11 � � - I , ;,� � �� I, -i � I'll i , '. IL ­'­ . - ,I I � ,�, � I - I L __ V -1 "' � Ir - / ' I I � � 7 - 0"I A I : � I , . � I X-0 I z' 1,14 IN= i ti � l I I ; [AlTit-ell U� LAW IV' 1, - - / � a Lw, lilt I � _ NNI �l � I VAM it , culTil, ­� I � ,V I 11___1 �:1, III 111P I AI E AN ! -1 ��, -F' Al XIA 110"I'l III "me'' I I !IN I'I 11 N, N III, P : PNIIIINP COICATIN IIIII'llillItTe �4 L, I P-le'n 11 !I[ � I llli� �� VII: "I'l 11,11 Hill I P111ILTIF l I jilgit.l.o CA p'll,1' jil upe,tri, 11' k A. , , I lr�' " 11 � 2 I IN "', 1`I"7----7l ,,IT ,lft [ 1 I , ", � , 'U"GiNi 13i I - 1�r5' : ,,,, I/Z' , I ", "I IT , el"i I 1 I "Il "" - I , A I _11". I I I ?, " � i .1-1- " I " Pill, � l 1 _ lNm_.j_ t�I- : I " � � -1 " - III -��I�11, ",,�� I., � �' -, / , Il ­ " 11 - MAI Q111111, , "' 'I'll 1 2m - - - 1_ �/_, .l. - - - - - in - ­ ,,l ­11 II; ,, IL '-_- I ;." 4 sw I, �� V . I01, IN Ni, 0O jPq6-,I1,IjNF` FAl AALo, W/AINNIAO AP'T, AWW'; Alwa CASE A �PLAN) CAS _aE C (PLAN) . E_ B ('PLAN) _CA arL,x LWAT, !ii T/-'�I' SCALE I/4'.1- SCALK 7/4'­' - - - --- F - . - I 91-D-s"ll ml­ I.. r1A CY110 "lawit , -_ I! I" , I �L"APIIZ 11tu At roa;cE t) AW ­, . ,. ­ 1, - - , - - "'No'l " ,,, ��,� ,1_ "Ill RLDIA OF, Bonfe'I 09 PAAII kel EWE 1, __ .,� PowiteR (NePI:qIA,'bu, T " 11 ' `4) I, (4 W P"Tel ` I _.�.�! , III THI 2,P,I, IMINUt SWI OF 0-1 SCHITAl ON VA 7N A -A4 calhizedl IMAN1.0 -v RTIX �. � , & Ill MAKE ALOUIALD Ile APPAJOI. IT� N V, - -i: ii Rma I 1, e , NFAI ffe`DIto - 2W Al FAI . I 5, NAP ; �1 � - , OpiI CaPrill Ell WWRINI I =- , �-�-�"It-,�.---,�'l"��l,,��".������,� Erl Aol '; _PQ!L I �� - 11 A 'JW W012D A`R" 11 I 1111,11, I I` ," _Iltl "i;�Illa, ... 1111.11t�A' 11 MANY. I 4 I III - ., ; �,�'. Rlegi ��� IT ,,, R 1� , ­­, ..,--..------- __ . , E� � _L� I * A��_'�.,�_,L�:,I�,,, � I ", t ,,_,� �­ 1, - � _� ":!� _ ��k" � " �,g) .AT I � � - � � -_ I, , , 1 �Al ,LF ��­ ACAl- A VERIES V t- ___ , " , I - , -_ ,,, I 6' AN. o. li ,_ - r I I— I ­­ Alva: �1, 1_�� — � - -1 ,API L,OaC C,A OW E.Al V_itt ;Ac, .- I � AN, WTATICZ -A _­1 I - AAA Il� I -I ­,�_� $ P, i I, - I . - 1, I'll '', � #APA . -1 �e 1, _ 'e, V ,,- I 1,­1 I 1, " �. ­ -�-,,..,,,��q,...I�'..��.---....�III Aelmi O'� / ­­, ,,�,,,�� A. �. 1. Al - 11" ��__&SE _Q( A. H). I IN - ,P_L Z\_ - - rL /A, I , 0 , AWQW 0 If _,,,,� jill I'Af4,10" — I.V_T. " , I ,, ,,I AN X". I* - Al�, ­­­ CA I- I 11 , 0, A -1 ­ E_ '­ ,_,,',_E VALAL Fna �AECT LIDUNT 1ASILkw"'Im Cl a \�� x__/ Ap '* 6� 0. � jA-Ar-- , � - - "kic W4gP;-,;5 . ­ z I - - I . Is CIO- RAIJEL N%S--EI_AAKAA AT W,LLS W1 � . a SURTACE _VW_E VCII�CWTRS IWW-,,-Jk -'/4* Z' : 9D. 441167 " =_ =NLI S * � - f FLORMA RLAILWNG � CAS CASE F (ELAN) i %-- ­jTr �0� — - CODE �N­ Wgh V dr, 114�-1 Zt , , , , .0 WOOL S - M ­ __ fl. I�E I- 1� 2J SWE MVANIM) STEEL V-.0103i 1 tAPPA f � - ff . - I 1. -_ -- Ill 1 "'I'll �L � — - SCALE $4'.1, S,-.41 1/4',, I' vallov � _4�k*F j . � - ­ - 1. I - , 414NAWALIAAPilliliAllillillillEAS - I 9 . . . i I . I ___ i IV &_AEWW_"_EWU_R_r �RkAiIl 4;f.*AA1_AhQ =0 RflE_SR0_I!1QjN-G_ M6X MUM ANCHOR -I bd MAXIK M_&_$� - T ,(I 51-Ar Q I _59hED.VLE_ 9 EGULAR STO � . ... ,,F.Aa1A,LLdL,,[IIWt,�!N _-IK=0_9DDk ... STRUOUIRES I (Ifitill ONALY FELIR �IA!4---&-(7_)�L,�,,'��,IAII,i�.�$,11'1110�ll'��l�!�,,�� AS I ALTETRPAIVINFC�5 1A,' 7I441 All OPA SHEI'�NS IS & 7) 1 1 �i ; � I " ��.,--.�,��.�-11�.11.111.1�1.11��1.1.�.".��—.,.---.,.,,..�l'.�.1i":";-.,�-�--,��,11�,:�IN,�.�.����l-l�- ,11­11.­'l,�''l .... � ..... .. I I ... ,_,l,II1Il1l.­xT ­­1111111- -�.I..I�..,,-��.���.�l.-.--�.�.l��ll�.��.��.- ...­_­­­5­- 1,1----"��11.1.11,��1.11��,,��Ill""."I �l������­.,,­­ ­­ - � 11, IIIIINI : PL�r L , I '9_1Y,_A,S_UIF, LAQ(TIALIM AWMS ITPIPVA� PAR M - A% VAXW AN S'Al 0 At ` APIA 11��1111111111,11T: PAIIII APILIAIPIAA!T� 1;AAtPIjI0 Ill E V, I, AN. INIZIAN Ce 4I4�VVN A AI I,, - I I 1, I I ­­­­ � . Irl P � L�L� ; _­­ ­­- ­ -­­� " ­­­­­ '111 � lll!�j�vl 1 NAP, i b I � - DEVON T , &Tmll�11111111,itl ,:!J�I.r t 11"ITNIPI �­ � ... ....... � ...... .. ...... . ­ ..... I— ­­ __­r._._T_____-.._... 1-1-­ I � � 1AINNIPIATTFIF" �_ m I . - � 1 -*I E � ,, ?AoF&_"F I '� _,C I ­­ Pi � I .DV, , Pmr-OM I a ANT, LPA�rIl I PEr - - - APAWAIELIWAKIL , , . , E . j 6� Ail Ic Al -, - E rAJOCCIN PAN FAIWW mW t0l'�'*t � I 5c;WAI g Al ACONAKING qjPIdAI I; , i I Al � . WjM 9LITN1lNPNi,X�C-TL3,i At I III _"� I T,Q C L-W i I * ,Ars. , Ci , 1 1 -_z . - - T-EMAZE fit 00 - TVPI 1151 i V- kil . r . : . Al I rw ri I � � 'EATE m , __ , I --- i i - E . . . . . . . . . . . . . . . . . . . � ___ - 1 - I .� L � � � IV (TANX In, 13- a i m= 111 !! i T! ­' Is- IYI Ty - I A= - ___L� — - - I I I - __ ___ _ _. , � - .11 I ___ ____ _-.1-1 ­­1 ­­ _ I - . T_ ,3. ly . I_ i ti �Y__ ,3- � 8' tw �k­ i : I ,W (SOTTUAl - � - . — . .. . _1 , __ ­­__ - . .... .. � ... 1. - t __ � � __ - --- -- - - 6,-�- -I _� - . . c - OP , f 6 I/Z ! v2- lV I 9 llE �­ 6 1/2- � if2' z 1, 2 ­ _6 ' ' - I a LAY I g 1 l!V 1/7 __ 9 I /;l' A- . . . !p- _. I ----I.--- .- - ______ - - 1 - i ­ -_ ­ - - � ____� __ __ I ­_­ - � �==tC I Cl --- - - . 2 - f�_ . - qt- - ly . . i ti 1/4, 7W (&-�; i � - - 2W (el .; 5,_01 - - A IU14, 1 Z I/� . � 3 - r, 1/4 . - . g i I ___ - __ ____ -I--- - __ - ­ _1111- - - __ I -11 .. � I�Itit, - ­ OR - - —�_ - — - - - ' - - - 9 7 11 - � I - . 9 ,F -T - I -- 3vil-Ii ON � E a- .� � � - . . Lm Th - - . I ill - - - 7- 1/�' E 1 - 1 __- I- r---- - _., I - - - ----L---- ­ - r- I- - ­ _. - - - __ L ­ -'-- ---' - F I V�__ - - - - -1 _. ____.­___­_--T- - . - - I 2, �_ . Y ZY . � - I a 8" I � � - m Lilill .1 - i '. . A_ . 6 . io i - __111 I - - - ------- __ ---.,--morrim 41 �_ - . __ - � - I I __1 1. ,- I ­ I -r-------- - - - I __f___ - - __ . I � 1� 5 I ; 1 163_� W i__ , 1 , l I ii�_ __ iA i 11, to CF(ti ��_ j 13- 13- Pte') i - � - ___ - "',_13'... ..". ­ - _­.. ­­� - � .1.1. - - - - +=___ - - - ­ ­_­ - ­ I i !_x* - I A= I - --. - 1- - - - - - -- 4MI-mm d i � � mal __- I �. I �_ � III' . I Y 'i 'e� -E T Ill ('W, , . i . 1 -.3- $3, 1 r - ___f_2z__ ___ .- Mr . __ - IT i 1� . : � " - i I :i - , I , " , I 7 I � i A I I , W A6 �Tov� 9 � ' __ - I I : S 1-1 ---.I- - ­ . .. � " 15 I � 5F I � � � �1�1 . W .... . -1 � � ­ - t r I'll, -- - I --- I - - -_ . . . . ­ I . LM - ___ - _ I � . � ' - - 11' ­­_ __ ____ __ TT - I ... I -.-.---. ­ � - --I P ' I � � '111 I ` - _�� '� , I r � �� 3 I"'i, Ni I I imill I it , .�* r 6, A, UNOTANWIL ir ____ - -F � _1 W ,I. � �. i I , I � _­­ - 1 ­_ ­ � � _- - --- ­ �, , ­: .. � er ­ ... �__­­ I—, , - __ . I , ­ - - � I - _ T � I I 7N7 - _­ I ll � Ill [,I �! N, ] , ,�, : - ? I I r, i- P - I�Il, RNW, � I I P11 . f__ I li " 5 I F, I'l-l P i", 2IM, I :I i I � __ _ ill"_ ... L .._ l, l Al Y! - - _! I . 11 - L - ­­_ ­­ . . 11 � 6 11- . I I -­ � P. ­ ,:F.­ . ­ - � .. ! III ill ! ��:�� � 1 -� - , - l : , "' Aw jeall I " ?� F" ­ �: I 1 'I 1, - 0", i - v 1-- -��­- � A lz�l` ANI INNT"L'LY _r� .. �� ' J� I��, lr'��� � L_ I , L � _____ - � I � , L ' ­, _ �l l- , k . ... I , ' ___ ___ � IL '- ' ,", , ­­ " I 1, 11 , , r ­ ­ 11 � - ,� � � All! ItAill � 'I �/L- , ,� 6 I'll 'Itti i , 11 1, ',"' r " III � I "LlIll l �l � , l � -_ l �� ,�l, � %�, I ' ' T � L_` P,�I�,_ I � , , � I !! � . 1� _ � I - � 11 I I " �, . - -_ - __ , l, � , ,,, " , I- � , . ­L � ' ­1­ - , I : , iliIi, 1: 1. I i I , I'll, " ] AN AIIIIITIIII� � T, :,_ � ��t I DUN NNTAII �� ; C ,C� I , �,I N : I � I 11 I III I I . ­1 .. ..... ,. - �: % - _N � . .- - - �! ... ­ I— - ­ . � A I , , � i I � Il.l. : - - ­ ­.­­ 1. � ­­_­ . . ­ ­ 1, r ,� I . ?, : 11 p` � I ;I I IN, Ite IHETI) 1 I I - __ � �'I_ � � i ­ I 12, - � a ,I I N: 'I 1 t ,- IN (Alli'll , l - �� � � I rl-'-- "-!� --r , - I 11 - I : . . . r ­ 7 . - L `�,,��, I I "�N_ " - ' f - _r, ___ _­_ � . � - � 1� , I �� �� j' g ,: ,L- 11 :11 il! AT [AN't- I I , ,, r;1 , iA mornwil, 1 I I 1, I P, PAN V � , "' � , I � I 3 [ .`E� ­- - � - - ­_ �_­, -"�'',��'-"'-""��'��"������-��L�--'�'-'-� ­ ­­1.1_­___1._­ _1­1.11.­ ­.­___1_.___ . I7:=­­-- ­ � � ,� __,j .,­­ ,-----�,,���,,,,,���,,,,�,,,�-��- --l. __ ­ . , . , _______ .. " ___ , � - , E -- - - - --�� ER Q,:-)� A I � SEE �LAENjE r OF ANA &SD DTSig,,N T.0,,l & WC, PASEL LIEDIVHSl Vill l I � Sa. Tmi-F f I Fru, MAX; A S.VI rfS1,GN l ,'A All PANEL LEN' , VAHE;i� sF,Z,&Tg T � I I F " " # I L �__ � . � i Net Si "T , Dflft�y TO ALTE ­ �__El CS LIRM 00AIRMATZ4,T)RA13 I TO ALMIPIAtTE 2W L ­E17 6 — CU ,%_5P0NcXT,K, 'RLIfi 2e; Ul1 - I i i .....­ . . . . . ­­­­­ - � ­.­._­_____ ­ . I c I z F t E ; ; 1AM1 11 A E F E I E - - __ ___.... , . i Al DESMIA11 LEII I MWARN mi I I IF All - 1 � . 40 PSF r�_R LEAC 1 __ __ I ; � -d I � I I __ - - - I N, ,W PSF M 50 mr 1 61--= F I . _ ___ , ! __ __ I .11111111�.'­__� - =,7 . � i If � --,_- = P,21 FISF IT SO PAC - � - I a I I.�: � ..... Ill __ 6, 141AId, ItlitillIEL LEtNATT =; M-M 71 �iVACCA;T*KS � Nl,l' ANItI,11II, MAI'E F'fAAN.T' 0 CA PA,19i AWL_ HUS, I I - - 1� I -- - _ A lo'T� I III & Ill @) sAgA ReAll" - I - , , .1 STI& j ­ - ­ t� I NPPI�,, � � � "I"' I;. I I- , 'L:4 27 N, I - , ,r�, ... Ell �, A,q AE A, I :::1,_r-_:.��_..____l ���"-,�.�.��--�,�--�—.-�.�,,�-��.�,�,��,.�.��,-�-,��,���,��.�,- -, '___ 1, , I'LLINTIVA, BUILDING CODE ,Xi,fin�l,H]Rt��Yaja ty -14mr. ZonIr)j i -1l � "!:��_,!t, 11, : � m ; 44167 ', S : 11,la. TINTO, IN! 1 20 14AOZ SALVAAI STEEL STORM PANE! IEWN . � 1%, . � It A ­­­­;�S �­_­-r1­­­­­­11. ­­- . - � �.-� 5*� 1 � UE _C0 - _` L !GLOBAL PROTEC71ON D TS, Ll lul EA� CAE i S . Tk� - I A m -1 , . `/ Tj PRO VIC 1� _�5.` ____4 .. - - , :� _� Am & 51 3i -;;:5 - S'O", r � 7 I ; mr a EAKAWWRI'll lill It 3mi,` , ik_ jr '1% I r I , L A- - - o"ifieg-Ti I M, � I I __ ._ . mAl-ilim- ,;� - ,;�Sm 7r��i I � _ — - ­T_ — � g — 1 I zi;- - � � ti� _ V-i 'n. .l - in. — 2 -,-, _­ L= - A 1, _ Al A __ � '-' -,,-- r" , , 1 __� _ ;�,,j � 4�i� 2tV&5e`L_z1 _�­ I - L__ _ - ___f� I - � ___ _� - � ­ ­— ­ ­ ­ . . . � . � ___ - - - - — - - - ' I - STAWATIQN QEIALLS EOR -4l_ E—ANSI-fj) INTO POUREQ QQNCRET COf ,E-.-QR c 113L�QCK STRUK; URES .__._ _jQR � 1 `417%; TAA,l _. jDArriNG SALAillottv, t /4-A, CASE= - - buslim Pi .;� a Ell o.c-- cm,lickEn. OR All C_ a, o -,- CO'NCRIETE OR C*KCREM BLOCK - coNmTE BiLom , ,- j Rzoli ill RoQuPi 23� - --- 14, 5A][ �:P­t.1 - , 2- �E� - q�j I - C� I ME f,cisgin'tc PALTAL11 is h,* FOPICArr OR � 01IN;RM il 4le0viREV, 1/4'0 PAVEI_el FXZ - - ANT"fil a 14T i"T O.L I I : :�:,: :11 I I , iS ; � I � 1 ­ , ��.,. "I'll", 1 1 A i ! � r I't I E= � � I " 1" , � i � "' L - - I i L-AMPAt'�1, - I i ,LeTl - A M We— � , � ,,I" - I - Y� �1` __ , , " , r - A J, ,L I I I L­-P,C;&�, � - , , � , ':1. � . - - - - - , r 1 1 � �_ - IT I ,AAAAA � A=en CAME" �_ t , : I ILLALA . � i I - - � I � ; I � . W, I i E � - - 'L� �A = ;� I - ! I I E O"r� UMC7- - _� I I r PARZI LICl I �1 --I--- 1sa E�IAAIIA;_, . I I k I.a a- i E m S��- !21 1 9 lu W817T ­1 . � - i . - , ' 1 i - E 4-- 1, Z I 2 i I ­_ �___A - - 7:�� 1 1 --- I - . � I 6� - I- 'r Ij ` I � ' . I i � T I I L­ �i � I ;� I NA � I& AT I � 'I t 11 " ­ � 11 V,EM%U&L5 al am I it & 1 A CA; E� - A, sAl ilo. "YKAL'AITAS .�Q Al .qVA­ WI -gill ,"ANiAl ailcil- � AA8 lCill EM DVT�­[ An ,,olm ON I-- Acmzul �W 5 Lez T�m .11ALArm CA WIt8i ToMEM RtMEM SCIC-C a, Vilk-PlI 3RACUS �Kll% ON 5DMEL V -I- FOUOI FAl -�_: 7M A,Ill­­­CC M BE P,ZPM.L RZ11I �m_ =�" - Al mllAi W " L.ns CiAA miTAmw Wl --= CAP fAc. .,CWA " ME VV Alz -milDi - __ __ AIVAIM `Yll I �,11:rn 4/10 , I - I AAAe, , i � viNAD)l ­­A�,oz- I- �T1_-11_7____. I ... IN .. ­ ______..1...1.­. ­ _­­_� ...... ��­­ I __:N . - I I .., ow IIAN, i I I I t At - ""M � - � I � � I I - , Pettt"'I��:��l �N;�Ijetet�16;r'!� !I � , I 12�111,� m' .. . . . . � � l, . "I ��,,,,.-�.�-.--,"",�ll"....... �Illllll 11 11 11 ,.,,­­. ­!!!��Ill -1: t__ I; --.-7---.q � :I I/- . A I I N � liL it III I 111�� - I ell I 1� le , - - ___ . . _. ­ - � � I L - ____!_ia ­­'­ - __ _. �, � ­ ", " � _ "' V �, �,� � �' ��, "I'l , - � , , �'��, 1 ,,_�,� � I �� � I ,: ] I I 5, � A , , - 11 T ,CS_ CC,4NIN 1, �­_� I � OF-WiCrIVE CA ,I -�, �, � . 1I ri� , _,�NYARPTI utDCr � i , :I, 4 I 1 !A L, Luiet a- ': ji 1� � 11 I eAe;�Iilji ­t a Ill I , � I'll"", 11 . _ 11 r 'I � I I jiluill, � � , � . ,� , � �,Ilt 'I A"'ALAACE `�_Ilt � ,� I ��i %!kg _g �PALCAF faSIL-INA #�_� A_Ruf.i. nLL_1mQm1_N1%K__ x-ALE 2L -_ � = mm � 1A Mml[YrAJ a���--f-IRL.�5�URE2,,&T'&-'-r,--�-��'—�*,Lf,i�At,�LA _QQ&,R,Q$RQNQM_._,Kt,,) UN-ANg�,h�OF,-.aP-AQ.[Nfi..�.sg,m,�p--�,'�l- , Y, � I I Irk 1: � IRLIFji��,,��.QQNE,.iR:Els-a-�LQQ� _5"F?l Rh�E.Ai __JRT6lL;L_AR s mm_pAul. ib����!�iN��'.;-Lq-T��)�,..911��1,01!��I .m � _�,_ �vounl of,tty roR ,%,LIE1 j��g%cT.&-i�L,A,�,,,��,,�p�T,!,�I A:,'i PER �,,I"r.l��!�1!111�.�ll���ll'!��, I Ti E, I)IN 5I,IEfTs �r d'jz !�,,� � __ A � D, ` , ­m -A I L-3.1r!'t i $ � 1 ________., PINIII __ ­ - - 7 !.1 TZ71"�-_ I;- � _ . ,,_ __ , "'ic _—A-_.. ___________j_­ mcl,tl �A%C,�_ _-M IEN "'O, PTIPT IWIEVne'r. ___ __ � � __ ­� -1 _PANA:LP_vI­z ! P"CLANATr FI5l FnAft! 0 1 Full i T - I 1 - , - 13 - =ll �,F�_ , .­­ __­­­l,� [AU" TNI'�_'��`A!7 AtIPPINII � -- - - OT, ­1_1__._._T­ � 7 - Pl�erj, - L 1, Wt �IG T`� ZAPAAC-Il I Al� I" __ L' IV `9'T o, ) co'c'" "II.Il�ll,�,,��.-,--��""I'�I.".. ..'­­,.__­__­ .. ...... . m",­­ I ALel 0 toPLAI APP7,IALTAT, DL_15Al;N - - � � I"NeSSJR1 �ACCCI Y0W=_A1fi KA TIP G - - W - St. I, " Ip,lQ ,,&,,,--,C��u OMA� - � - IM a SPAONG PAI MWIS, 10 . . . ...... ­ "� ...... FAA -- 1, Nl�f 10 ro -,I-. � . .. ­� .. . . . .. ­­­.­.,_-- — - ------ ,_-­1­1­ C�'­` WIN FLD PER &NNEDIII-E AC_Q4 . __­___-_ ­_ "-E,- -, mers, ��- Ir - � Ax,W,.-I,Al f C&I-IN 11 mus ­-L .. - I - . - tO —, ��— i m= hk ­­­ AN�t,l I � 'Iw,IPX TV scl. I a JI"1Y � � i.F �,.Fr.," 7l. 6�',`�.:'�""��. �,, 4, ­1 I ,- , LE'Al- 1 'L i �,,.j I — _ � fill i __ , , I __ F 1-A, I I," ___ �___1 � ; K , �_ �_ " __ — � �- 1 !,- � - -. L" - I , . - ;I -,--- -------.- __ ___ ; � - I" ; � E- 1 _ i 1_ I- ­ --- -_� , _ i "' ­ - -- ,!' ". - - -- 1 -1i 13- -- -3� �i �r , �3' q2- - -L-1: J__ -1 ; - - � , I. , , t3, tr 1 v 1 ­� '11 ,2 R.� "I I mc�7TIAil . . I I , , � � , 1.� ....-I I I—' =L---- _ I-- � ,,� � 'j- - - ­ s - - ___,__.,__­.­­ - )3- I, ly t 1I� Lai 1 ___�� __ -- - � I - � � T.,,7 3, I �� -, L-,--,- 1 - - ___ ­--r.. 11­ �1, ­­ , _ _ - " , _,!_�_ j , _ _ .L. - .1 ___ 1 -_ - . I - LL, I �)* 1 I �v 1 - - . .. � 1 14 - i3, I , � 1 i3* 11-- `Z' 1 _Y� - _____ ____ - - l .� �_ ,,, � ­ - � _.:_ift�___ 7�__ ` L3-__1__ ,� _­ I .- - ___ j­ � S k - � - � _ I!', _1_3 � - I, - - ____ ­ I 3 - - , - - _i: -_ IV i - !A (5UTTQML ­ - ­.1- - _. _j , y : �_ I _�* I I Y - - ___A` I � - I - . A� � I - I , I 1-1 _'r _L__ �,� _ _ I ��_ . ,3. _ Q l � ", I It- I Ir , ,_� _­_ � ­ -.,-,----.- , ---- -- /i' 1 1 1 �11 ILL 1�7_ TY 1 ir -- -- ---r-" ­­­­" , ,l,!T!___ � Wmv� ­­ ­ --- 11 - 1 .I' I)' I I ­­ � ­ I- - - I __ j , T­ ­ 1 - _'�' ­ _� � '- - - L ­ --- -i - ,�, - 1 r" T �,'_ , - � '37 I - -, i — � I - L ,3 - I .- - fl- A_ t _ - 11 L�! , - - 1 , - I ­1 j, � i- - 3= I � _ � -------------- .- -- - . 13' - I � 14 _i)' - I t A- -A- - I - 3� � -_ T5 -_ - � IS jil ,� ��' -_ - � I - I N Sj�P� ___, � . ,,r _ IN : ,,, - , _- - - ­1 A , ,P� .1i - - "2 1/1 ?I � I C I ; � LEAl � - � - " 1/1-1 - 5 �4,11 IA - - - � EF� 5 ­ I A , , , , E o, tN 11,2-1"�, .F� - I A !Ji' 1 F 1?4' 13 APNIl rA I W, � - - 0 1� ! �. i t I,, 1 I.1 ___ __ ­ r. � , - - LITAL 61 i ",I' A- I 7 y�-j_ I� j I I � ,- � , __ _" ,­­ _----_--- 5 � Il- i V 7 A, . , � . � I 5 , ­ ­ y,�� P " L , , .- ­­ -_ ---- -- --- - _�-- --l­ , , I � , 1; :iI ,,,r-"; �, �_ � �_ I " L - ' - r_ �­ ' 7 ­­i­ I , l� � IT ..... Ll , ILIN5 - 6. - .­ . - ­ -- - -- ___ ___ � � i __ ­ , � � a � � A, - � q - - � ,- , - - ­ - ': I - . , ; ­ 1 I ­­�, 1- � L - ­_ .__�_ - ,--- -1 - , ­ : � - VAN - - " -_ - - � , , ,I, 1 , � , - � 1) I PL-1 I � � 1 � - ­ ,� - I ___ - � III : i I I 1: . 1� I , : - i I I, ! ,,, I �v ,3, " � ��,11 _ I 11 III _5 - I � : - - - A ­ III �� 4 I - E � � I I 11 t - r I I Ill ` g I 1� 1 1 "I �` 1 1 I[ LIIN'INNWII�j I I � � N NeIl 13' , I� I I 1 3 I , � S, " , T�� . - I - . � I I, Ill --- ­ - __ I I e. 1 i ­ i�l I I �' I '! � - i � I - .- ­ � ­ l , , � � I- . , - - � � I V -,- � , - 4 i , I � L � - i - 11 Z' III ,�� � � LP�17,,l t� -_ - ,,, ,. I , �L . �� � I " I - I - - - - r � I I I i 5 - I � � - I � 11 I � , : I - : �!l i r , ; - - C�_ � I , , I 1 I, " T, ! � I ''Ill I I � I � I 1� -_ i I t i ,Z: : ,: I - � %- � I " l, I "N' � , - , ,:; , :li 1; - , : " t, 'I ��r T , N 1 � n th"r, N,Ij I - ­ - I I VPP�l 4 I l. 11 !, l � I ­ % V, 11 ,11 I, - 1 I � - � I I "l I Ilr �1'1 h 2, 1 , t I 1,4 � r V, �1 , I 1, , � , i � 4 , I --- I 115, �� 1: I �!; 11 1� i ,I v : . 1 �, , � I � - , r r ­ 11 IIA N111: 1­1..." ..1111.11��.l ..... l .. . . ;i­ll�i I � ��L : , ,]I� L � I !_V!S2, .1 L­_2r,­ -_�­­­ "­­­ ­­�J'l�­' ­­­7 , � ; �i�� � L I � - � I , F ... �'�­T - IL I ,,...",�,,�l,.,,��,,�,..-.i.-,,��,����,,..,��������,�,,,-�,,L =r,r ­1 I'� "I ­­ I'll "I l_'� � ,I �,4e, I ILI ''I'll, "I ...._­:_4­",��",�,�! .ltlj�'­!,_ � P � A� � I ri�L,.�! t' ! ........ .!�,�,,:,, � - I , , "ll'll:_ ... P_: . ..... l,L_l­_­��'J�­­,��.: t� 5 , , N el [ �l �r IN 2 ir f �,, 1 1, I/�,` L, I al I I , _:!l I UOP3 c I'l'll, . ..... .. -1 r ��!R I Ll . , . 1. �t ... �l ... .11 , " � , � I_ ., I 1 � . - ­ � L I '. � ­ - __ :1 P �r��.Il'I�� , L l �,� 'r 4 'I "�' ��- i i . t I - L � - _� _7 I _� L I 1!` Il� I _1 I 11 ;L �l ­ - - I 11 I ,,-, i - I- � All I (i - I 'It "? - , I - - - " 111;�F - - , I �� 'J'At" � AP - I,, I 1:! �' , , I , " " I A, � I/Z- 3 1 � I - 1, t � I 11 L­r_ � ' - I, � I r " , . �� I�"_, :, �'li �.1 � �11;1!, � I ll , I I I— I, I -- - t 1,� I I I ,�-_ � I ,, :: � I !I . ,1,3, o ­­ _,_­,_tl ___ __' - - , - , ____ I (BONQ,I�l - - I . ­ 11 11, b �;�­ 7��_-, t-e,Tl I �' 1 3' -1 " , i F il`2 1 5 I I I - - I - __ � ,P,�_ � - - � ,,,, r i L � 1 - __S - i ­ � �� " . � - - I- _�____ __ __ � , �' ­�FLJ [ !It I ,,, �' - _ _-' _ � 1"2_ _,, ,., 4�=I 1 I f4 - __ � 'I - ­ L ­_ _- ­ _­_ ­ ­ 7 Vap I -, ­ _____ " I �� Tu � � I I � " 141 �� - . _____ - ­ � � ­­ � i4_ � , ­4 , ' _� I,,r,, I - � i3 �' . - , � . � ,I ,� V � � V � 9 lj2 - - - ,� j �, - 16 ,/�l , � ,­ 2�" 1 -- ' I ,_ . y I A � �:,' - `!S'7�7'� I I _ - j - - 1 �9­'�q__'_�"' ' 3- ; T _/� 1 _ � 7 1�� t��L W 7 1 _ __] __ � � A 6 rr ­ 'I- � � , I _ I � C��­ '0, _ �___--­ T - 71- 1, �? - __:_ 1�� __ W - : _�! - I - _,� 11 I -_� ­ r I Y � 'o- W q -__! jr �f I � I 2 (agn'),q ­1 1­­11 - �!!?!)_ 1­1 ­-- - � - - . ..... ­­­, I ___ �13',­ej? - �2 v7w q "ZI 6 11ell 11�_Az �,112'1 C, V.- _­ ­ ---- � - � ­ -:--; --,-, _ili� � - I 4i -,3, - =�� . " t" l - ___ A_ - -1 _�_I­f;7FA f8crul TO ­ 11. ,,%­ �..___ — � - -1 ­­ — ---,--- -1 �" 7 Ili ,/, I I It - 1�4:�rl - - __fLA____ y, �lt I,W - _­_ _i, - - - _� - - , i,'47 J� - .2 "7;� � � 1 - -i� , is ­4 ___ -I I I/A, _F -!� �1 �, ITY000 I (91, - 114-1- To I '. I" I--,-- . - , 'i �' I 1- = �., F � - - I A 7� A, . ­ - - . ,;?- - Z_ t , - - � I �, � � 5 - __ — � - - - ­­ �_ i., is;C,-'A,A - - . 5 ,/�' I _;-- - � 11 -- I .. ___ I ,!:l - - ­ I - . �F -1 � �- - I ; , � - - � - I - __ r __ - . . � � - -_ 1, 8- � - I ­ - - - - ft. . I A I - - I � 3 I, C�E 3- ,� - � ,� , - - I Ill, I , -- ------ , - I; ': , -- -IS= L _f � . a . - g- ­ , - i - __­_ � _: � -­_ � � ,2 - - - 9 _�ri _-TS-1 - - ly 1 ,W - i 13* 9 7* P 4 I'M ) ­­ ­ .0.) A (50r, ____ - - 5 I10P) g" -a' i � - � - - � : - �� - 0, s - - 'I- , --A - - — ------- I t ,- -I - I I-J", j ,_ Lr, � L_ — 1,) � _L�__ � 2�1:13_,] 1 . _� - I S !1_3'___i� _Y2K . - � -,. ir � ,�_ , � 1/2' - S- = � __ ------------- __ - �_. jl� -2 - - ___ _ � - - - 1 _. L, I F_V�IE d 1 ct ,/?-, 7 _ , , _ _ - - � - � = _.. � 1�- L!_YK i _iz_ � __C-A I t , I R 5 - �t' - I I- -"�­ - 1 _Y11 - = i - V,_-, �- �y.'­ .� ­1'0_ .- L-2, � AL ____ ' - , � - ____ 5 (BIMIGV) _ ---,---- i i-T 5� _ � , - ­ 1 _�Y _ _" rr /2i " j - -, - _­ _ __ __ � _. 7 V. I 5 "7- - �= � I'm k P � - _1 - I - - _ i _'. I ir I -- __::_____1­'_' --� -'- ­j­ It. . ' ' i � 8 1/2 ­­ ' ' - � ... � 1­3 � 1 L " ir ",3 1 , 1A _ -1 zni Al. -, AltAi - -1 - " - _Y��_ , 6 _�,n�. . _-, - '.4-1,�!,.­ - -.1 1-1,-,. ___­ A , i� �f 1 � - ­.. - - I I I '� - =1 IE 1/4­t, t/,*jS i _­1 , T,r,,,6 1�,4, [ _.:���__�___ "'� , _!jI4`Nl ­1 _.LE�1�.2­1' ­�­­­­ j ­­___j r � ­.. .. .. . . ­ ". . __l, . . . .. .. _ 11 � I a--', � . ...... r �­ . . . ­'. ­ �. — . .� . . . . ., , r ­ — sct el ill 11511, 1111,11:,I,Cft� " jI �AC L�L I:Ft PAT � I r I"11tPIN IIIINQ 011lo) TIVAN WIL11:11101114 I * bodlAITAII judi�111:llt NIINNICA _t .,l_-1 �Z�,!' IINAPW il IiIIIIWIVITilt, Ill I'm Itri-1111:1111''I Pli l:: I 1 , 'L ,4 � 1�l,', !CIA VIIIIII'd 01111:1111IIIIIIIII !III C�1�1� ij _ C�� - L IS P licielill III tiltiiql;.�Il TlIlIT111,1111! 111��1011!1�i!ihi' , - ,IN 11:11:1, IIII11111i jeji:`P�1111, ':: NIL N I KVIEUVIIII 11,11'11I Nil 11:111''10'i ,,,M�kr ,� i, ,_r ,,, "I'll! � 11 c, Ill Aillp'loltell fitill il Ii - IXOPMED i 111111111N 11: 1111i: iiisr ,Nvl� ,I�l ;I I I � - -.1v AN, IN 'r l����!i���!!�!:�I'llj��:"I�l�lLr, _ . . . ....... _ 1! 2 ... I � .­... .... r .... L ­ _; ­7_­­,�.�­f. 'I'���ld�ll"...-.--.-��-�����,� � I . MANNAR TYPE � l,� I,�. � _�V�,, l L, , i IN,. I 110. I I � :_- ___ J P­I�. W�M_ All I PCIP-PATI, I till -1--i �_". . W;el si N , - I � -­Ax E 1 wfL_ �, , �­ I Ii., - - �� ________._ _.. -, ­ I ­- ���_I­­ ­ -1 vr I � t -:---,- , ­ ­ R wATI Ell So"A'All f-T � - ,y­ 1 - , ICTIAl tel � 1 - - f -. LC7, E I F - f ; t ./, , �;�, E . - I i mm WWI Mc=) FACTOR . i 'Ir I . I IT11*1 � r , T � - - --=:-- i - J - .. - I - - I � I I I",- ­ � . � - - 1 - I I g - - - � - - I � 1 7 � � - - " ITT I - i ,W - � - - � - I I � - R 2 qzl . , 1, I - I�W - - [­­ �,_­_] ,_j___1!,�._L_., I L- - � .. - � , CAT,er If,it'n R�A­ rT,,_,,__­ , ,.A 5 -_ __ ; , NO 'g4rXA PACER - - _ PALLIL si LE :# I I AAW, ks,D I F , 1 DilSON ��r�jtl & VA,N TiAll Lr LENG111,1- ATITAK SR"CiER 8, IS USER . I— .. .­­­­..­ --- ­ . .... __­ ­ _... . I ­­_� .­_.­­1 ....... �.",�ll,�,,�.-II.I.I�-.11.11,11.11-�---�-- . 1. miz.b, IL ,,,,,, ....... I ... �l,,1­11'­111 ....... 11 I 1,1­11111".111 11 ",''I'll. , ­11, ,�, .,.I..-..— A.M CIESIlLAN L00,41 WAXIIIAT'jim PWNn UEN61m "I'l""I'll""�'ll"��,�-.11,11,111,111,111,11Ill'"',,,����I."..— _1111­1­­ 410 PSIT: !�'!N LESS ?--,, - I,,, � _.,l,.l_l_ - A 40 PSIr TO 50 PSP i --- __­__ I > 51) P�F 70 60 PSF 5---lOw , .���,,���—..,-��.����,����,.�,�,,l .... . ___..:__:__._j 6. Al PANEL LENGTHS ARE T71 %At T'QR 'Ll "t-R"IRNS W/ SOLID SF-1 ANCII ��A) SPACEIFL AY � 2 � /_' 0 C� � I 7 ,,,,,,'�?, A, 7`1�j�'N,, ql�,k , . _ . . � 14. - /,A �1_ . lit��* ` lk�UENL&;-�-L%l li� '. FLIRRIETA WWWANG C-01DE (KC High Yelliti K1,,11N,1,LL- Z�Tte � . - 1 1. : All 44167 �� - 24 GAGE GALVAINEVE17 SWEL STORM PANEL � ­ = _ 11 I *.* __ _` � _T -.--.—" '� - � '� * _-, �, * 3- c- _� I , ., I `1 `"�ZA7 S , 5' ATE ( - _____ ---,I �/ 11LIF-coti ' , 'GLOBAL PRUI PRODUCT5, LLC.1 �t­�:�-k� =-Z-;:- �_... t"'I'L -1, , � - ,c�___ ----,, t_1 -, I 9 _- - - - AA tt _71W __ CE. ­[ All- P_ �� ', 9 5 IRT,� � _1 - I %, ,1�,� - V G R I r0i, , . ,W014 __ LPA&I'll'"", 'A -,,%'-',,`l V�' Pl IASIIINTI�IPMIN 20- I 75 � 4- , 0 , i 5%,,.d� ­ ..... . 4 - l, - , , _ CAL - _-[TAI­_, - 01"'ITiell fAm I q, 1 - ­__ - W ---- Tl i ­ ­, %;0NAtN­1`--,`--- I . 111­8006119 � �- � - F g—_ ..:RA,l!i_..._ - _­ ­­­ ------ , 410 IN . A � P j,"titil ATX-TIAII �' A� I � q ,It V�.P .L,W ", tt ,I -11 XA!nS --- L.- � ­ I ­ - . .1, ...- , � l Y IK �, � I,�"­ ­&PI1 I— EAA�­' It, ­_� , -_L __ - , __ i � I,., - __ I . All L - I NMI ISNI i I IT-SAJL,R VMI F.Af-F ! I W-Ill a "Do. -AQ-u P��l I �l , Oil PANE, LIAI Bil I � � - - - - - - ­ ­ �_- -- -1 - - - - - - - - - - - - - - - ­10.l -�I4 0 IF ,-I I � I i j_ �_,S- m PAND I ,Axn, g � � � . - 1,� - r A' - l 21 -a, i PANEL LENI� 1�1 I I � _�11 - -_ .T ALL MOUll, ',( )�_ . . 7 i i I A, -, I - c_P__ i 2 �-­�,,,mli, ­ES� I -1 - - - � I I I I I I I � A �� - Il 1� i A�__ - - - � �:, i ! � . ELL-U'd'" � � � - - __ � I __ � I ''' __ , " , it" t :, 1. - - 4 � 2, 1 i I: ,, 'Ili I� , I L � I , 11111:111 ��,� � I I � , �' 1� ! ! ,� 11 - - . � I I - ___ I , I I - -_ - �i - ­ _1 -_ � . . I ­ I ��l IT, � , I ; 1: �,,T wr�-_-_ � �- I�Il I . " __ , _� � , 'if I��,,11"i 1 -�!�", �1, I 11 'I',, �tz �, = -:, � � , ��, - E, � ", L­ �� I" __ ­ I Q �gl:� � I ­____=f_ I �, ] �LNV: : I So , 1�� � --- - - � : J - - -_­­­rLL1 11 11'' ­-1 ­ I � I [�,m­ � ­ - ­ ' - - - t - --- - - I _] :'A j­ _.. r , , '""" 'r .... . . I � � I � - - ---------- � _W�ALIP � _��. - - _a 2'L1L-_L_.____ — , ____ __ 1r C4) =._ -I--.--- -I- - I __ __ = __."... � Aff- kQll AT Im"; Nil ILL 9 ­ E KEEME i IRSTILI - - ��jO M_IC ii I -y el _F� pMr, I A�-HT P-AL -1, W� � T � � i, Al . 11-C Ill R-2A/13, r- All, R-IS/TR R�28/­_ R-W�A, " g.4 5FF_­ V_- __­ 1M �_- I � I � - _110FR-1kilil F-2XW1I5; R-3AVI LOW R-Iaw/t5, P-2aw/15L R�3wlm I __ - -I - - �NCW'RlR (3cl- svc­to�, & �VRACAC� ON "Ill 13 ­� 1$ &II51. __ j I - 1,11- U" SAP � L-T—F SAFETY STO PANEL MO—N ffi -1 - A, -_ - � ,, ILEVY A I _ I �__ ­ " _ 5SELE � , , , - _ _, : 1 j Fill � - Li I � RC�Iej,,'A: - , ,_ __ SIDVU - - IWI rIll -1 11911 IN.I.Illp ­ 11'eqti ''I:, , -.2 1 5II'Al �,��ii:l ,� ...... N0'j.jNNl ��A " 1�� ­111 , I* -- ��'e;-�4;�A­ P"AS - , I ,i I� ­­­ ­_ � . --- ­ - . - I I I"Wl-,"ll i � L_C�.��`.J � _1 , 1­1 - I., AL-1 - � ____ ___�� - ------ ­1 �lWIP­IIII, . C- _­ �_ "'" I I , I � - / All I ,,,, T, - I/A­� , I- , "I'll 101 Ne N,E7'_Zl,0it!, I I ,:, I 'L il ,l ,"I �%A I � I" Ik, t jjj',� r, A,­I;,`� , I / l, ,l , , l 11 , � I I , I 11''A'S '.� Ili, "ill t, ..... I �,�[:�!: � l � -L'. .,A ("i �, - - "�, ""l / fe �, ''��� A, _� , "I- I ll 1� � I , , 1p,� , , �, : - �' I , OvITT1111,111: I I �, pil, ;7� ... � LVII �_­ Ili ­­ _. , - , \__", I _ if: - �L,lll r ___' 1. _ -1 I. , I '' � . - __ 7­ __ __­ - I - � � � ­ "l 93, 4,ff6C ­ � . _.., L ,� ii�l I � n i L - .- , � - .1 ll� 4 J: :7 �: " AN, I ­ - i'�,i- 's, 11, ,� -1 f ,�� L ; � IL ; f: " � I Ill ,�l �, " -.r E � All, 9 ':11l oill SPIII, �-p w,­�jl % , �. L el . g , L , - L 0!� ... � 11 I �� Ll 1.1 I I k. L-DO Er I I L V!LlI.W�,. Hur�il Zone _ l.l1l­1 t, "TT.."', L �L - - I- ­ ­­­ . . . . . ..... ..................... . ... I ...... L,�P" ,� _ _it=�j __ _ ­," I`- - _' - - __ `N*1` POPLIN, PC � , "'11P ., - - Z i � f.0, ��� "" A. - ` 21 itill 'GALVANIZED STEEL STORW PANEL i EXTEWRIS � I �l L. !"j jok ___ 'AL - �� � 11 ______,__ I IWASI - T" , ; , - - - - __. .., I - , I .11 .1 I ==_� � 07/71/"Ili ,_ i ­ - A�__ �� / I " ------- I/ IL EC.Otill \1 LORAL F40TECPON PRODUCTS. LLCJ C`l` I SECTION A -A _ " __ — - �, _N11; ,,AtII �, ti mr., - - —A � rume; . I'll -=,-=_-n­l i il, ! AT " W_-.17 -fA--,- qei�7�/___ � --lIll— ­oW­A. 1 AACClLAC__ - � ; , 7_-C 11� NgW�btll r 20- 1 7% � f ___ rm;EA71 — , -1 �WS`* - �_,"Nlg 4-i— — I- - � EA�� , At ___ - - ____+=,AFFA ,2 IN IS t ttliPi_-;�_j - --- .-En , I,,_ .. [ � � - =K=1pi �___ I ________nl .iii ___.,_ __ ­ _1±1�j��ALL�IJQN DETAILS FOIR F "_LL_L_ INTO WOOP S RVQTVRES � . . . 1� � .21 i ­­ ­ ­L-­ !� - I ­ I [ I L . . - 1�­ - - __ __.� I = - - . . I - _­­ " __ - 1­ ___ ­ - I � 11 � . I i 1 NUO0 lill � � I I ,low � __ �. 1 �-_�� lCi � - - . �_ __ i. = ____ __ . I - 6"Cu - ,� - . I— __ - � - I � , 1, � -1 41 i " i � ­ ­ ­ ­­­1 A I ., — I— -- - - , E I q.-. wv�,; 1 �- ---- -I - - - - __ fIll- ToAcEm : � 1�'. 2 4 � C_ , , --- �- j i � - c� -_ I � in .qC1­0z � _ I i k �'IsD,Ok I A, CA I �_ I � I I - � I jUl 6 A i � I I � 11 � I T . : : I t F I I E % I � I - i 11 F '_ , L T L 1 2 � . � r � 1� A I i 2 � if �. r i I �, - ' , ; i I - _Q11 1 ­m j ,'2.1 � � q'i! �Tllt!KIVI�11911FL � ::� 'E-Ir ' � �� P(IfSxj� qf,b�t h F I , I 4EEACACEl I I I 4� , I � - c_ I I I I.,, " r f�_ . . 1,V I I -I - , - �­' � � I E � il I � 1 : L_ � I !L , � IIIC�­,� �, . r : I ki*T& � - I I .''l v I _­. � � - !I 1 ill 1 � , � j 1:, " it Z' IE 4 :� �11 I -1: I , LL "I ,� ,I K : I . I I � R I � , , il I : l�IL ��l - el 1 I 9 , A ; � 1� , IT i R � -7 � � I I IT 1 I it i I . ­� �1 I m ,� I � , I RL 7 P � " ... "I .... t I ,'I I a � � ilz: � , 1 im r," [ , r ____�_—_ - � 1: � I-1 I , I l "n-—'I"r. r ­_ �. :_, ::± . . . ... . �_ , , �- i ­ , _ ­ i � I 'i L, -'I �: d 6) , I it � I ­, L ­1 . :� � I, ­ � - - - _ �I - III l I � P I � - F � T� CA � , E i - - - i E ­ ��Il P , � _ � � _ AA� �� ­4 IL 1� I � I IIILT�PllL , A. j . I 11 - , � - I r 1: � � Al&& U, SS � " I 3 k i�� ex4e: Nel I 11 ; I I ,� - I - I.- RC SCAL '��l '"� Pf Il - - I ,,, I - I �Q­ AAA - 1, 11 3 , " , V,P 1. V - I � ,�,, i , -01, :t i I , - - - - -� - i. �. , - - - I , t - - A- _1A 'it, I . , � - �. f � Ul __ MC� It I I � ,`S 2 1 - , 'Ill 1 - � - , - I I o", �-Ql Ttt� !! _. I CACFI � - I I � __ - � . i .1 IS- Z_ZAALC� It I I - . F.- t. � - . -1 ; I' Di C-E _2� 11 ,� . - I I, I 11 e - I - . . � � I i - . - - T, V_ - m I __ I . � t � . r, ,_� i, I I -_ - -_ -E - 1 I] -1Rkl -I i . , I, EII I � L i N­-AN, ; I - I , , = ,� NT GIAPT� I I 4 - ll�7 b­.- 'w""wiC. -! 7 A - - I � � I __ 11 - = 4 L . ,_ In IN,55S t __ LAI . �j r"_7317 I" 1, � r r - - i ­V I . - I - I _1 I i i As � I- , ­ -, , -,-- . �­ �.. ­ � - I" """""""'""""""' .. . .. . .. .. ­,", ­ " � I -1 ZZ41111_ -1 R _ � A, �s liV ... � �r, _�� L;,,] , � ,,i-� k I - I � _11­11­11� .�111111­111lll,,� � � ­ 111111-1-- . — - � L , � a �L 1'� & I I I , Q - 2 : I � �_ - . . - iC � tt� � I j I 14 EQ� � : ,,Ill,, LIT ,. ,, Ill l, IQ , t Ali I I r 4 "ITINE I� ... rr.,,, . . . . . . . ,_,C� t I - I I r _ � I - I , r� - - I � I I I.: Ill, I "I, 1�1111 � �'�'r � � I ,,I I , ,, o, " ,,I, - : I,- .­ I Li'_, , � . F I I"p. J�, _:_ � '. , I I , � �._ i , L:�:��:�� , ­ _+__ � ,, � ... I-" __1L_L==1 � � i I I __ I i � I � i I I �� I I � : �. �, 4 ---," Imi � 1 �:4 : � ; Y _ , � � �­ il -At, l I I I I I f . '_ I�_ ke4vival ,!I - L I I �l �_ ""i _,_ I r; f _L� - � I . iA I , , A, 7 - A � � I . 3 1 . . �' , 1 � C T Qc I i I 'l," - I �- A, 51_,� , � ,!A,;,-, P� - �,, ECC­ i I F I __ �_ . 1� �"-' Accl � � ­ - � - I I . I �� I ItA_7 - 1 7 1-1 , I I � � - i i � - � I , I . — ; : - [ 44 . 40WRI-111 . I I_ - I I T�ERNATIVE R-1AW A4TERNATIYE R-10 'ULA&..f .MEO, A__UEUAn Wi I III � __KjjRffa__,l vc�­, �,A-7, , ­­.."­ ­­­.­­'­­ .... . "­ � .... .. �,­-­­A 1 � _aI � - - = I 1, 4,1STAILLAfe"N 011I �11'411," ,IP1,11D Fc� ,LFR� `ffAll � UIRE RAT14t� - �]L " � NALI.4; ,,., �;,!!i �j Aer') F�Al IPFRNLIS AS '- I I 'FfL 171�VATION ON 'l 12, i� I , ` I.Il 4LIN WOQ� TFI,1111K� ��ONPVR,cnc;�L _-�-_ I 1 L[,c MICIEWS rQ BE !: - __ - � ; � ADUr' EPA rNi `0 1'r CE S.- _____ 1 R-N, W , N�KILAI _16qi Y �,_�, )4I E -, I � ,I T-�-,------,"".,�.,���,,��,�.I..'�,��'ll-I.—��..��l.I ________­ - I __ ­ _- i � = r - � I � __ =-: . I i , � I - � - � , *-" �_Ac-c, . I L� k gillovALEC 1 i - - - - - - 7 - - : - = - �_ __ _____ 9 � - ,A Uml i � ­­4 - lf- � :, � _-I-_ a V* , 0 t, I I "' 11 , 1, �:2) - :1 I � I I 1 4� -K1_ �- I -7 I ��7r7, I . - , � 14, I I ��,T­11 llll�­ AIN[ ­-­�!: I . - A -1 .... F 11, 11 E I I 1! ! I L 7, T � I � r 11 '� I!, 4 �11 , I � I i Ii I � I � I 0"', � it 1 � I �� Ill � , , .'._ ... i 1��':::::::_-Jl _j � ... III . � ,, , 1 jil' L, � ,11� I 1 t I _ I l'i. � , I , 1 I � , , � , ... ­11 R r. i 11 �� ­ 11 1.11I= ii I 11 1, � � � ,­_N,,,l1r �� ns OmM I " 1, 1 Pll,N� �i 'I - , E , [ A� ,,, N17V , � L I A, L,,;!=` � Till' rx's L. I t 6 ,I IN& 'et" .1ri ,;, `ss l i � ; i I r' I � I - - L 1AV � 4- ,� 4 � I I I _L' P., � I �, 1, I ! p - I I ,. -zk _:�,,O­ - I A I r A.Ncl_ � _-Tri 9 I - VA--,o,l � (,SjFE-,w 1 - I � � R VAII0,1 IJ I _E E�iR . � ll� - ! I � I ,IN ��m '23 � � I I I, , - , 014 I'.-- lw� r_ � ill IN � it I , I If - f � � '� " -_1 . � - � I L' - I I I t � . � � 3 1 it if f I � I ill ! � I 1. _ I. , : 1 � A ) i ; � , ", , . � W­ - �011"Aeil - 1 l I It - I , � 2 l i I ! IN = Te"'I"', I , i � t P l P, It I . � I I K. I � f-,-%I , rn�lr t � I I I m i_� I I I-­ -,, r = _­ : ­­­'..., 1: - I /, ­­ ,4ir , " i 11 I T � ,,�. I , ��_,Q_--.-_­­­­ ... i :[ Pli�� Il �� I I ir- - j,"'I.,tl ,� 4i H1111,111111 IN T�� t � � � , � � ­ '4 1, y I I . � P,lRil , � :V L � '-4 _ Z, �, I � I PDT I, I I 11 �__ , , - , � 1`1 I I � , .; I L "I",Z`�%� Ill I I ;A,11 .6p � - � 1, I , l I IT It l I'D, i�["I I ... i1ril , 1 i i� � � I : I I L r I � A I" I'll " Il 0111": �Iljl 11 TAI - IlVECIL111 �� [ lea N'S'oNi I - P Nil I I I -, � T1 I , "LjIlti O 9' I - � L : I i � - I I i i I . - L's J RMD ALTELPHATIVE: FZ-2P-W _E-Z-AW WULAR MNE-11% "T"41T.PoNt", , I /Pi -WAU MUARWU ,CALK: "Ile-, 1!�R,�,, lT , �IE ' '_ ". .' ­' '5"- �A` 14 .- __ _, , EIT , e "I , axmio ­L­ Za.t�. FLOTTIDA I DOD , , , .. .1 . . � .!� - . k il 40 67 A 1 __'_ "_ __­ �E��(No,���tl�R,�,,�,,�,��,�y��,��,�,���,�,������ti�!����,,�-".�.��-,I 711—MIZ . . . . ... .. . ....... ..... -.1l"ll''�,'', M". �INII r I A�VAPAIII SMI STIORM INAREI, 4, -, "Ill A, � , el . , � � - . - 1. �,-�7-,�:, ,. _�_ * ,�, � __r_ 7�L-� __ 07.0.1, 0L __l 1 ,.;7 , , � " , "' -, � __....1 . . I ­ I -- - " "Ll � , ­­. ­.. I I ... I— , � , C , I .----- - 'T ,,,(,_,_,,,,,,,,,,,,,,,,,,_,,,,,, , I� �, 1, \ PROTECTION PRODUCTS,, ILL I L___ E C �O Am A c 11 . � I.... ­1 � r ql,IN1/ml,.N "'Ti, _` � �1� ,I- � , L ., 4E- - , . " ,, 'P? I RT�., MINY�I�P-Z _ I , I rLi I : �o:r ", I I I i 6 F''I r ,,Lt � l.!:1lllT::I � VW91ti ,it =R7.;�?rU �i: ;I I � C� ,P�t' -1: 'i. Pit'', � . ­ ­­­_ 20-175 - 11,,,�", � � �' I'll , " � I �`Ill I III - � I �ii �I`�,,Ill , ,,:,, I ellitpilL 0-AP, i I,lI:lq All Tel � I= ITIIII2� _. - - 11Z� - - ': - , I - __ - - , I'll - , Tun)fAm A. I-- .W, 1 ,A� , � , ,� E � �iI4 �­ ZZ711111111111 1-i-i-EE _SP�=H:::�F­,,� 1­_­­­l ­'. ='��,�", Ir.'i - ­­11-­ $ � _ . - , 111­P " Mleft A� nar J1, PC _fg , i -----­+­�­­�­ �.­­­_ !Lo-,%���II.I.L,L"--�.�..-��ii� F . ­i =__1:__-._l . .. . .. � � , , , ,�. -,.:.� , _ V, � PC �' i _2 � —, � ___ ----- ---- ___ , _ -.,--- ____��__,_..__ . ., , � , ,_ -,,,, ,-�,�-�-�.11---.-��.-�.,-�..'.L�'�.�-���,�-�4�r-� . ........ ­_ . ...... � __,___.,_, ___ ____ ... __, _ . l � _ "� _ _ __ -- ---- _ ____­ ­ ­--­-_- ­­-­­­­­1­­­_'j �'MI'16�X1,M�UM�.A�a,k,.,�,,Di�5r[LQN�,!�RP�$Ug�-RAI,.M�,�,(i2�,.$--f,"-t�A-ND,,f�,QRRES.elLN�,DINCt-,MAKWM- JQ4QR--SPA.Q1NDi 1� LAJST 'I %�HIXWUIL FOR. —REGIVIPAlki, ?A91elf _& TIONS INTO CPAM�T!�-.*-OAU,r.Tj--ALQ�;-,(--.Ie-T,kv!Z.TWIEI (VILLID, I POR PlININEL (DINSTALLAnCAAS AC� PEA E- r SECTC)*s 1 THRILL 6� ON SHEtrl - 44 dic 5) ­­­ --f--. - - wi ks�j AIMUUM ANC11M SPACM Til AAWL AS- ACT 5tAIEDIAT MURIA 1p�`­`oez ,-o ­ . ______l_ = . "AlzL;PA, j 1= &A o� _7 - ___7 -7,, Well A_4'��_ PPAC04C ftIR %I E.D� PEA SCHMAKLE BELOW ' "FIE TV SAvERIIi I sECTil . f ANY TA,E, I I I firm-Im — a FRESSIATIE a 11PPICINII LEM- ilia ___ . I, - WQO-m I Eumbill PANEIAIATIT - A 1 I 0, pi-95 Zwke-eeii-ve cAiK_ & A`P` !I DEW- - Pi ! Clecal soll PANELAAW 1 - . NOtZILE I zkm_,�.&& ATE to . - I ii c"N41400. U TKI __ L �. ­ x � 2 . �_ ". , - . i . - __ - . I clzt�ATm ­— co"'Pil o1wx -,;-W-I. _=0__ I — i �ATINC , 11 . F _. I - � to I_ 1z_ == It _� - - - —To I - E��l ­_ 0.11AVAm . --- I I Is I 1. 1 r . lllll� - Em W to co'll W Ill 5;� - 1. I � I,-'.! ___ � ; ­ . ; ;� ii 12' 12' "r 1 it], ii ­-__ - _ _ W1 - _ - i , I iiiii -4 14- � 5- 11 In* It v2'._i_,_, __ __ ___ � , � T_ .,I- 110 1/2' 13* it Ifr Iz, i 5 TIr ? 1/27 5 1/r 13' 4, 112- 1 POP! - � 0 i,. � _�( - - __i� - - ,�:_ I g ) i I/ I v I c5onm) '3� � I .3- -i W .. 2. .."l, - - - ; I I . - � __= � -_ - -_ - -­ ­­ � . - ­_ I I ,�: 1�' _ I 1 �. 1 ­ i3l ! ,3- ,Y � is, . - - T3, I 'o' 2 (w) Lr — - _1 _ ­_ 1-1, - - - 1 1 - ­ ­ It ­ 1 . _. -I-- __ . 7� 1 --!�- 1_11i7l, 1 1 —,-- . - !:-- _L3�_ I , � ;6 I/r 7 1,12* 6 1 1j, I. Ifr 2 Lmrj *� �-Q 111IF Ir - .o 117 ,j T_ : to I 7 'p-, jF I 2 I IF - I 1i Li - . "' 13, No, ; 2 Im � - 7 13- 13, Is- 1 -- - � ­ LLrr--r.-, .1, ­ r � , _ � i ..,_ r _ I� - , ­­ - r � _,.._._____ L —_ -� --.-C, _- E _� - � 12 . �3: _L_IK_�L2mL_ I L T �'_4__11_ J_ll�" �3� 'A- � I v 1 I - . 1 _. I :r 1 7- �__r I 1 It— 3. (-' I i7l_� 's- 1� 112- I A- A qT Ir ir WaTmAq _1­11 `7-�� ,-. I - W � I 1'17� 71 I. I/Y 10 I i , lf_D�_ 1-nn- ', __1 ­­­_A­'4�_�Z�­ --r- _�. +­tl�IILA ' r­ - _E__ _ i - - - � ... _ " I - � ­ ­ '.1 '/7' I '(':ir !A 21 I . ­C -r r- - _A�_'L 7A� - __ - _: _ -1 ... I�t� 1,�_!�',' _L(_'�':` Lr- . - 1 , i -_ 2 -!I , i� I � ,,,,,,I � W==W;__7z.. - _t/2 ca . , 2 ,-' T s - "., 3 lisqn0a) INT - I I -- ----- - - - .-"Lt'.P�--"-,?:!--�---�-,,�-.��---- _iz j7j&;i- ilme, � ,,--I-' � - , � 1 t' I' '12- j _f - 1 A -1 fW ��ap) I 1 E it' 13' ti L I _ _ _, �1�, � _ A ­ _ _ r .P�_ -.1 - "T- -w LE7 i - I ; � r i I P - --.r ­ ­ - - I - it. L A I - � ­ I� � ; 1,11'e, x, d 1112 - - --- -_ I _?l L 'a �� - -- �, ­-- ..[----- " , ­P.­ -::-- _� , - ­­ � - ___ __ _ - IF - - - 8- - a- I - __ - - � rc- � __ � .. le . ,- ol�l - . 1 L t_ � K - - 1 : 6' -1 _7 1-1 ,lri. 1� - 8- 4 - I ;j-1jjl TZWL - I Ir - e . _ ,_ I 6 �112 �­_, --- Il ___ ----;-- - ­ - ­ -­_____1_____, ­­­ 1 ­ . I __ - - I - _L __ ---- - - ­ _-_ ­ .- . - _ � � - - , � - � 5 f G-) I F E � . I il- l , 1 r - . r � � "' � "' I , : I I , ; F� � 3 L -- I ­ I r . ­­ ­ I . ­ - � L - ­ ___-, - "" 7" � ""' , i - L - - -_---,- . � jl� ­ ­,,,�.' ­11 ­ __________ _ 4 "I� I �N' , j, W I 13 IT' t � � i V 5 (80!0ml , I _ � n - � � I - - - - - , - H I, = ,I- it = - �� L r'��A�:I,­!�� r , , I , � , i , � ", , I � , I ;C A " ", I , OzAiL i 2: -, � I I " -1 - - - - - - - ___ __ - - __ � I Ll _jAL - � I :,� ,� 110, ?7, 7 � /V - - - " " �' 1, - --", , - � 'TAVILLI'l , I i I ' 4 1 ' N ti, � , I:N� I j._'I�j­ '�llr I � 11 - ­ ,rr ­ ­11 l -- -I - �111- 11-1- ­ - " : - -__ _-_ __r _- ­­-- I ­ ­ ­ - � __ __L____ I ­­­ ­­­,-, 1-1 - , � .� _' , ,� ,V� F -A, - -;�,, ,j fl I" 6 cl � 3 I 3 I , r � � - - - _ - _ L � _ _ I ___ I- ` ­ 'I" j ��_ ­ , � ­_ - - I , 1 Ir � 5 1-1. Il.'r I �� f 75, Ali I ". 1 " I �1 �1 l�,�, , !N N tjjNl,TI � A I � P 1 Il, I' ,I ", g I 5,3� l 101, 5 1/2' I , � _ � I _� I L .1 - -_ --- � c. � � m � . I ��: i �'�4� 1A l ", " I , � � ,� 'I _ � , , I 'I �i4 i I A - LP� 'r - A : '4�4 �Ct - `X,`�:,,!, * ,/1' 1�12 - ­-1­1111.1 , -I - - - — - __ ___ ­'. -, _�41.�� ,!I,!I�,. ,1.1:"��� �'J­ 5, - L 7 ,/7' N A, � ,A' I I' �,7 "',�: 14 ll� 11, 4, 1! I l'.."I I , , T_ e, ,13 I 1, ,�!� , , . .. -- 11­11­11­1� ...... . . . . ........ ... I N �4", 1 � I �, "36 1, �W r 'r _ I.. I 'r " " �� IN 11 Ill 1 6 ,p� r � A EEL .. . . ...... .. l�l , , .."1111111111111 Ill, ..... �57111111 ..... ­ m_ — .11= 1�1111111111�1­. �­.' .. ­'. __ 1,1111 ­r' I - ; ,I 7, t �ir , '11, 11 "', I 1 7" 11 ­ � r , ". 4 - , . - int: -1-e-Fi - j - - � , , r ­ ­ L . ­ N­ ­ , '' 2�, A� _j�5 ... � t VT- T ROL', I � '2l�i`_ _121__ -1 , , "I ­ , — _ ­ - - - l - - �­ I,n .,I, , I'_ , 1/�_ - T ", V el 8" i TIVII , 1 " ,I?"--. !�1�ll I_ 11 vt � , ­_ �2!5!`?Vll I � -, � -­'...- , L.t��' �: A ' Il' � R, - ­ L'l:_'. �..-���"..I...�l�:!r.r�..-�R.�.�.�,-�,�o .... .. �2._��!`N` _.J1'_L_!'_, !.�1_1171!110 L I j�ll �!�,, A �_- I _ - _`_�I '. ----,. 1� � E, Vl* IV I 07 , I _�_ ­ , IS, to, ­ . LAI --m W - I 1 � �, . . ­_ __ - - - �­�r'­.� -�2� !,2?`1," N -,l RW� � � '. , ,1/� I 8, , � - ---E __��ffF j � � 13 , to 1/77 -__ - ]� I" 5W _ � j A� 1�� - �__­__ � i Lq* It, __ - - r - ,A- - _ ... ___ I r 'it I 171 �,7 � t � -C'. -I,- � a �i Lr N qN, I A I /i I- 1 A - ­ - ,--,A, I I . . � I--.- ­ ­ ­� T �­ ­­ -­_1-�LA= - � - - 1. - -- � , -- --,-- �L'.I/ 71, - ' I , '-' 'Xt _j'rjP I'l To I'll _. t3ri -___ �1: - - - - 'A��g__ _", . ­___ - -_ ­ _­ ­1- I I - ___ ­_2 -L 1-1 , ­­ —,---;F I � " - , I ­ � I� ; � - /�t' T3, � ta, - 11v 1IT-11 vrl r I Ij, r .4 oav= 1 1-1 � - - - -­ — - . . - -4 — - _ _Yfl-_ _�_�4�_ i _-, _-, -1 -4 - As�e . _!!_ 1* - -, - L ,Pa 4 - I - - ` [ I el 2 1/2' III � T 1/2- I - A- Ir I ­ �� I'/-, . � � i - i I __ - - 151-51 - _T_F - I/V � -,� 1 � - I.- 1/2-�12 ,,, IN-V,irts I/,' � - mLA ­ - � I - b I/4- A, 1/4- e, TwTTAAP) I � — - L "' , .-- ­ - - -- =Fi�: i PC 9 - - - ___ I __ -'r a l �A , F, 1,, V� - ; A a � CCCCAAL M / t� I/r 5 I, A . o ,­ � � ____ � � , - - - r_. � :�— W . - �iiz--. :W--(;,r ---- , �� �_ " J __ ir - A Cri I - - --/2' 7' I - - 3 112- I_ � - i -1 , , - . . ­ - l i Ia . i ; 'IlE­ - = - � I L-.--... � m - - � - a I - . lacrill"AW I - e 11 7' � I It V-2, �, [.1 IiOE I P!, 1 .* 4 V2, I - j� Is 1 i2� I . I __ , ._�L_ ___!L__i_ — - I- - i - g 3 - � - % __ !� morACA - m � � 1/2.1 - -- � : - 1 � - I . � - = = __�$__ .- ____­ - H _A:_ . - - 13- - - ­ -- T----1 ,Y k 13* Ao T� Tr �- A=P_ - � ` - � a- Q_ t ,7 (I m, I - - , I - � i __ ,.---- I �� = � , �1. - ___ - i 5:171_8' . I rj- r__ 5_1E.12� I = a - � - �� - = = I i 1 _. I l, * I I - � ty 7* . _ ____ - I _!T,�___�_ - — - F ir �. I 13. ! I- 17 I /-" 1 W i Iii, - � 1 Ir 1 9� IQ, I 15 [Tol � ­� --- -_ - I / -1 13' ,I i �� - , i1i , , I t_ - . � - __ - F - . ­ _.___ I I z _­ . ' ' - ". - — I i � - . - - , i � �­ = - 'j, S E i- - j2=P lt _2:�� 11. i - I i �= ­ , fT,`� a, e aop) a - I ii " I U - 'j, 1 _7'__._ __ ;__ , 11 T 9 . --irL _ i� _ - , T I, is ! /�, 7 �" 5 � "'2- I 3' F .47; A 17W., Z�_--t.__ - 13 Lt � �7_�7�' .. _. - 'fL__ __ , -- I I I , - E k 4� 1 ,Z4,1, A ,21-2= 6 I � - _�� .— I - 1 - _ f. � - _2!] Is ___ .:I-- _- — __/�: !2= l____j L � � 16 1"4-1 & ,/.-16 5/, 1 �4 I. �d - L-..,-- � . .... . . -_ ___. - I /I . , � -__ ... ­ I.,-1- 2.24�:i . . 1�111.111.��11. _­ �� - "' -�-�,���,�,.,.�.�.�-.���������������������.��-�����.�,���,�����������- :.= imul.1L A � P�__ ___ ._ ­ _11_.­,___.________. I- . -_ _ � ­ I I ",',""I'll, Nil I o4i 11 Nell ANNIP10MV] POL A PNIT�1'111N 1111)1' 1AN,IPI1A1A li PPIN I14AN INALANIANTI I .. ��­­.__111� l­_­__ll_1_ I LW K"Imum FANEL A.&M DES" "VIH A �40,04, TPAIIIII111:6, l UPIT'll TAITIL DAIWA IX "II-ALLD Nm Ple, NINI'AlliAlk 0314 1: A I _11.111­ �,�::l�IVL� I TiTAl seq_� I I litilAilluilit IIINI1,1111PIC ANCIIIAN NANI IN, 'AlLITIPTIMNIN HiPmeet THINWII� 1:11I , , '1._.1__,­'­_.­_ ; 40 ARE OR LESS W-Nt, INNN �N t'l NO lin 1:111 i ItVINPAD tAtill, In I .1 I "IN III 'cli, PPR, WCIPAA. TO a, flell PecAINII'D All � .! Ite, ATAF.m NA AN HAINAICT I Ell aliIIIIIIIIIIA VW N "IT': i I'll' ell! 11-le" III `111: I Ill I 1,11; P,la Velfl��Ax t ... ......... __...._.____111.1.__ ­­.- I ti, 40 nF TO -10 PSF 6' -2,' ­ - Z ­­ ­..,, ... . ....... :_ .� ..... . ��r­- - F - 111'­�� ��- .. - I I, I _l 1 � Z7;­T_,�� . ... ]1"7__­ ­ A.40eflP TWE � U; , �L, A- Nx;i i Al , W. ­ ___­­_ ­__­ ... . .. ..... — LA29__r_7!L L11_7 =-5-1 S'­ I O' etAXPI -Y 1­"`I I ­l I A-- t­­N11 (PLI _.l_..­l­_j %w*m=.. _.4w-1 -, _.- *)- _-I I A I I ,� ,,,;r __i_L1H,._ ... --i '�!�- E- � _T­_ - ) I ri- �_ ___ I .� __�2�1*_ - __!__.. - - - ---- � I -,- Al A,ZlJ..ltt..:,m 'o,"ItIll . Al A t),Q S, A W. PATNE2_ urltl APE CAtQl APILAD FOR 'PISTAl W1 WjD SET ANCHOIRS & W/ (8 SPACER AT 12 t /2" D.C_ I I.., ­ aAm (.! 3 ,i ,/,� , tir . ,;��, I Vr - [ .'el __,"', 1; *, . 21-1 K.i ENE VtSTAI FACTOR r _Lca-) - - a - � "� 2 f4t"� - -, = I ,�rm*, - - ---, e -� , -I, j . FLOMDA BOILDING CODE Ol m9h VaLl Hu-illeno Zone) � - g __ - - i - . . : 1 __ I - .. i � LF-__ :1 I :__ __1 - E � = _ I i _& � - - - -i- - - - a Y . 'll; - � m : A3 i I - � __ _ I - - - ­ � _ � _ � , - ______ - ,i` ` - 1 -:' ?b 44167 ', I * - - 1 , - , , -,,= "_ __ - ­ I __ ___ __ � � I . E l,,2Pl WMI Al i rx� � : 24 GAGE GAIYANIZED STEEL STOIN I'Al I EIRAAW � � � i __ . . — . - . � 7 I [��;E= - E 1 CP 'L. . - l. E . V1, L­­ .. .- � F - - it - " ; I ` I colm/mo ,,� " GLOBAL MTE CTION PRODUCTS, uci 11L ECO,,, It - .... , � . - � - SPACRASS f1hilly 'J'Al WHEAA - _' -� - ARE ;& R AIM A sb. .L7, -9. IC ,�_ fl F0 , � _�PAH FA� , i I�`r�=_ I ��� � Ak�_ s.. �t ACw - I_ L-1- A — Q.All I CA, A ACT. ;, It DMI LDIATS & NVIX. PANEL LETII WEN SEACR - - Lill L____­._­..­­_­_ - --- �r - , - - 2 , -- ,-, , "' PiTaim, Neoffil � 220- 175 - e", "­ �, I - --i A- � - AAAAA­_.. � I . __ - -I---- ­'. � � - , _­ _....'.. __ _-__ -, _­_L­__-.­.1 . � � � � ­11 ------ _ _ -- - _WR7 2E� j::-f��,�­�-r:: - I - , - ;lEiWC;7-_-[-!AKj Mln�.�' I!_ , , i 4L I - ': , � , , IE I ��. ., ­­ ­.. .­ L .... ­ - ______jNPN� III NA 116 1 I - � � , t,7 F - . ..... r l­­­­1 _122C I Cil I I "'�,:.,.��������������������ill� I . ..... III ... . .. 11 . .................. � ... ,,,� ..... . . . ­­J - I I I � I �-��l".�,�-.-�,.�,,����,.�.11�,�,,�:,T —_ I I —_ ,-,-, INSIALLATIP,tl AILS FOR LIFE -SAELTY PANEL, I I -_ I I 114TO PQUREQ CONICREJE - RjQJill U ___,R TE BLOCK STRUCT-BU . � VA-V W�_Gm_ DISTIPIG, PouRED 1/.-. -,Anom W-Tm PCIIIAll I ,Vp I Al , � � N%61TDET FELAM �,Il rAP`XtIT , � il;ms-,wr E - -beo�crm A.CWIR 0 9' 0 c OR X'K,W _�_l� - - Fill a 9' 1 CVAREIL AN NOINIT011T III P, 101 N: NNANcNAn 01 ANCHOR AT r DIC c(AXIII OR �,�� 4. C.0001,'NILTE 51,I)i "", ", cQml bult::iIIII .. �,' AXiAl I::::: �� � , `, 1 quiuffli�i. . X'"I, N, PrAPINCM ALCCP , PAXITALIF, _1C l��,', r',�� COASi 1ALIA, rjol � �::f- A� 114� �,,j ��:�l ; i� .g.-fr' - I ­ 1� , L - I e i::�A� 0 11�1� , � ll 'r:r, � , I"?"i 1 �. ?''111 � I : iI, � 4) ,�,if� ,i " , l , P t, � 'U 11`1 i , ____ �,� T 11 - I I r , !I ��,�:� � i�l "I'l � 11 'I 1 11 ,� - �'r, � , k - ­ ,. I � � �, � ��l " ,11z 11 I.. � ::::�::'F:::�::�:::2::����::::::::::::Il�!� I i % " l, I , , 11 III ii�l,III, � ::::::::::!Iil::::::::�::::::2::::::::::�:::��', I � 11 , , - _ PlilL I. 3/4' � `�'f'.'=? � V"' �/, . , "I IT � , =,;. l �L' II: � ,�L ""r,"I � I � � I 1: � : !�Akl � . � ­1 ii l L% � : "I �,l � , , I" AN _ Iff! ITT mAx - , I A I , ,� . ...'V­ mc � ­`�_ - r f ­1 _____ - I I - � , � ,,,� r �: � !�� ,_ r � I r � . �Nlll : 1,�,�: l , l � ( lj� ; ­ 1 E,,lA tll� " J I _ ; . 111 _ �. I A �, 1 01 � , 1 - I , "', . , "" 1 � ` 11`1� ,ill t � �_. I� I �V` ��L �� �� 11 i ­ ­ � L �r - - rr , 11 I , � , 1 �� r �� ��:, , ,I 135_ � - � A � A - IJI) 4�L� 1 - . . � _­,,t - , ��,,: �­,. I - I., _ , � L -- � mAt, � ., ,r ,-. A - L��- �­ ,� , , --., - I , A low,", ,�._, I 'NIN, t i­-,,­,�. , ­� VC � , _/ 1 ! s " - , -1 zli_d,�.;�",:�,, . 5 I i - I ",:I,) , �, , 2 - ; , -I- Ft A � � A i = !_ ,ol, I I . i I I I 9 E A I� %i = - SVAAA,.To*J_ -) I E K f i � a � IF ; �. S! A; - . � I *m-__CAAl'sQN -1 . � IO CLA55. I Vf­` j�'�� :�� - � I ­ ,��,� it � I it 3 - - F'I"i J , I I il Ake Exti - I L t 1 ... I 0 OLASS. = It. V�B� � __ - - i �­ . x 1 — � . I - _P .- - r __ _ �, A, ,;�� ; _fl A I 1 , OL 00l � ,:S - 'i j - _ _i_� It ! � , 11 - ! , , E i � = - � . - - - - . I R I ==n, .1. __ . ____ - QS! � .-a- IN ZRCl 0 _ - " 4 - A -,- I - WE I 1 i I, " - k - I I I 4 m I,- T N � I � _�) 11 ,-,,f - � A I ­ i Wl ; 0 m I - - - = , I W AlEi , � - � A ; i � I I 1 f, I I =L_ 1ACK I I ­c A. " - �� � I - - . l 4 I'll LKNl I 15' IIANIE!, I'll � i ; E - hi !, � D I -0 Poll . IIE:I, t � --I I �_T I Vim It , r All PAPI LEN(el I 6 , I , A � , � PA , H I . I � I � I , 1. � I F - - �, 9 � � - 1 M A � ,, I I e EI'DiTi, A I I I �Src ruvhl - Oft S"crN 12", 0 1 C­ "' .i � ,,'.,I �,CRE, 1­1 It 1! I I , I (ININE . � Nit i� -, - I � � E , ,I* IN'T ,I[ T III FIN .", It � "ITV03TOu it "L I - I (Sra arvelm �,'v I z; i 7 ON SLIVET 12) I E 7 if . - �i � R q, r ­SILPARl - I � - � A I , , A I , , N­ 'XTF�IARATWNT -1 ,I 9 1111 GLANS, l I, � � ; I! `_�N_ �� CLASS, ;[ I 9 - ; � � A - - - - L� Ill :1 � �� I R. I I I ". . (1-1) , - __ - - � Ill __ - , -, I . � 1. _ - - - 7 ­ 1 " 1 - I " -­��- � l: I I . I � " � �.��, 11, �� , __A� � , , , , 11 il =_ _­0 11 ,:I! 4 " ' , IN 11 r r �,Il, i;! 44t, I : i1i . i l�r I I ,�? . I-" FlAree I, �' � :-N`Il ­ ,� � .. I - m - ,� - , � �1, I ­ . I 1 - - - I :1 :': L]j�,L'�, I T A _� t I I I 7,.,,4,,Tr, I , " �, ,I . � ; = 77 i I , . I .1 I , 11 � �.- ff � A a E_ Q� - i , � : 1 � ��l� � i , I " !% r' �� I j � 4 if � � "'� -, q 11 1 r " � I I `6 1. ,fl; �� " � 1� ,]", , � I_ ,�l "; ,, . �: � r� '� , ! ; � . r I ­ � i T L r � tl 4-51 1 1�.41 I 1 - 3 �: , r � I r L :: � , = — �� , � � - 11 .��,N ,* L . 1� ,� ,I : - I i7 , , i ; L � � � ` � 1. � I ,­ — I F s I , � - I � - , � - I F � ti, Al t : E ,, - , j, x ! I I r -1 I I I , I , I - I 11 Al I -f L 11 �� � �. ,it NNr � . ­ F; � I a Ilc� At I 0, � 1] I 1:&'! i�� 1.� - 1�� 1 . _�' - -1 5 � - I Eci , � � � - 11 ' I -, I I I E4 Fft� �� - E f I tm-4-2 I � I , , ; ,/,,. _1__...1 I I -1 ' - A I � lt� � , ,__L___1 ! _.. t �,�_;,, � ��; 1, �� ` Vi I All Aj , - '), . F I co� �� tr, , e, . I - 3 ol * " 4"'. 1, -­4 , K ! � I - I -.0, I ," , , , , � - -4) �`,�� " , (j') M2 �� .. �1,'� ��':' A, ,2 '90" , AT " '� : , , � 2 .1�t � 1 � It AK-0 - -iil :iCl TAPCON - I I , I - W . _.��4Z;Allr V ;.1 i I " r f, I,,--- TAK-_ i ml 0 2, O,c A*`�� -2 Ill OC� � i ANCAI a 91 I E2% PoURED C. "C"int OR - 0 10-57m P". ED CONIGIll 0­1 - Extsel .01T1111) CIONCREM: � ___ __ DoSill POURM CMUDIA- UR - I�Rff�G - CONI 0LOl REQAI 7IS EILLU RECII I . -- Wer'n -LOCK nol _-Uhh-M ME B! I'm CSIREARD aEQQN_R=1A ALCTIC, - =1WLfl__2A SQQmm._R___W � 0 RIEPUW-Ell L lfl,J.11111 I V .... RQ, L El 11,&Aft ,9 -LiM-El � � WALL.MQUI WALI. _IKOVAUNO ITTI Vff,� I l `X�ANAOIIIINIIA,% Seel, 3,`8- I' I I � .01 �0� �,Q`,"l A ,­­­ ,A, �.1'',.��l'��'I'�'����"�L�'----'�"' ­_ 11 11 11111''...''.., l I ­­­­ ANN APArne IN a IN, III Ancililm q ~.''O"I . -I/ 41�,, I NPT fil I'MIc"Am PAP P45TANIAl AlIll 'I ;;;- I %,\.' N?, I , 1, MAI e` Ii it-, 4 1 "' *7 V ,i_ �' 1 ill I, 41 11 � �,' o. � : I 1 - � � ­ ­­­ ­­ - .,"I WITIMIN AmAll NO" C"IN -----I AGING AVAl Relited"m ___ � ­ ­­­­­ , � I, ALI, VAPALA mill PATtlklit "Al J z No, 44167 ` S _ I - - -_ rLZRILNA BUILDING CODE t,Ka:-__H1j,h Vt��,d Lymur kano Zil __'. ..,..____.,_ _ __ _ _ ­ __.­­"L I I 1 rc�IL 03VIAXE ARE Ill �w ti� *AITImemAtett, QkL I � A, _ __ soeti, FOR ii LiAlm Tm� AA L, ,el __ � 04 e&,Eol RoLl ANCIPPI VArAc'm ­1111- Oil mi r.4 3 a, W1kTftWA4 ;IPAII010 Slog, ol AWOL sil F, _1K rmtlelew VAENAK _!E!� "Wil mill 07 - � �XLCA, ,- � 24 SAM VALINA4ZED SP'l 5PRIFIA FANLI Al , � - . Ill m ,:�' 03- TAT E E� Ii, .";z ,_ I . ik - . ;, .. - , _____;� �;AA ll:'�;;ll - ;: \ I.....--- - !!nell __ , '. el ."; 7--/zAAWN, 11 I `:. �IL!`ll - 1_1§ t'-5��-_ / EC, 0,,, \ tAOIBAL PROTECTION PRODUaS, LLCL eCt - I I RMUM SP—ACW To - PAVIML I - - _-, - - � Ve - __ - - I - `N" [INVICAD PSAAA � - 041 - I/ k L_� I �W�Z­2_6_1 T-= Dill - �_ W . 1 440 4*1 V Sol —for Cilet"Al ONAW-1 Ali ul i I FAl 5AVILL NO, � MCC 2-,42. i __ . - 11 � __Wr . CA - All —,- Atli "'lle-Wi CA, ACLIAmr-I. 20-175 Atl � i I i Sol .;WFW --- 1 r CAKI I Ail rin ON ell 'm_�� - _ . � . __ . -_ (I - ll�I!Vf - - - - - 11 -ov ��.� . - E f0t,twAib - I - __ — i - ��_l!� : . � ; 3 '/I- I i . 1 � i I AL - - L� . I __Tc- , 1LIC a ­ .. � ,11 W Is I i I-,--,- ­,____ _—, - _­_ - - -­ "I ""I ­­'-'--­ ­ I— ___ ___ '"""' ­'­­__,_____ ___________.'_ - ______.__ . ....... . . . .. .. 11111111111���-..'.L�ll���.�'��..'-.L�--�-'��l-L'��'��"'l�,'�.-��-,-,�� � . . .... � ... . . .... .." _ ,_ - i 10-1UL-5-SEEL ­NNEL I K$TA ' TiON DETIII OR IF A Y. Zf; 1 INIP- _WQ0Q STRUCTURES t . ; F . I F L­ ­ . - "I I .1� i - I ]-i 7" . m . __ ­ -1 —:: . ��I_ i E I � - - . A � I = � i - HEAD , - LAADS_ � � - � - � i - _1 - 9 ) .� I, 1�1 I I-REOLIVIED Ell . I � � , - 1� I I � 11 . 11 I I � : I I I i I I - '. w-CEN I I I I � , jjIll-li, TAi F-1—� ­7 1 1 . � 1 t I , I- --i -_ I i r- -, I � 7 : � AACCA� a g, C c I � , 1, ; AlARIM 0 V oz � I � I � 1 I I - . � - _7 � 11 - - � z I � __ . = I I - - � � r� �l I � i I I I � I � 1 I :I , , � � - L -- -1 11�2 ) - I , � - I I , I - I ­11 h -� : ,.,AZA', I ,� , � :� - A : ­ .1 I t . , _ � 11 lel I :: I 'e ll' , l ' " I ' L, � ­ 4�',� I ,NL � i � I _ F I I � r - 1 �iz �� , _ I 2 11 ii - I I i r,- I I 46II: __ ----I-- "I � I _� Ill - - ___ I � I I — I � �_ I ., 11 , � ;: - � � 2. , I r" I I ,I li -, ! ,I I I I Wi I I I ?, I : i EC, . I I � I it I , I t ; � I I i 1��j I . I I I I - I �� --i ­ � I � � 1 , .:,"",�'ll:= -1, � 71.11�1l­,, . � ,l� - —,ia a i 1.11, i I I � b" ; �__ - ­ F�Iil ,l �, I I , , , � J2 i I I l", I ) I I 'i) I I I . : i F L - -I - � .- I I t, ) � F E I I i Ill I - , . 11 i ��A'Ii��1111� Ag - X I lle"IsNfjpj'�� '7'e­ IP - � , - �', ilL , " �L I GLASS N i I � - � r , ,I , li APANP ,VIA,--i;eV - � � 1 I I 11 I ! I � I I . - - - = f W� Am ,,RC I I - A ;; ,' � , �il�,� s� mill I, I I 7'-n __. I LIPA­ Qll c V ASK I I! It � ! I I. - i `�, All � __ � __ Ill, PA--_� Lill I� QW - i . Ill LEil , _____ - �_­ - I ­ r1ruill � /I � 11�_ 0 � I I" - � I L­ FIEVAII It I t - SAM -_ I " - - I ___ _­____ � 0. SNErT 12) � - T-1- ----- j am 11 - - I - - I - I _T � I � I It F I "I � - ! � ­ - �__ _____j :i 1, "&)N-- � 1 I , 11 ­;; --- � I -1 r--SEPARA , 11 I � I - � i I A- i i Ill 6, _� I 1_0 GLAl *--'Al ` ,� ) i � -1 I � A ..) ,I __ :Imo r - 11 i - r- -tjm �-- I 1 ,., a r . i � 5 - i 7 __ __ i � I � a� ___ - � ­ ­­­­1 i p - I - i �� , I L­1 � I J, ,,�� F � c - I -, - - -Al I , ... III I 11l.l..- ?­ I . � I 1 7 n, I . . ! � a 'A t'r ­_ I � I - - � I I i ,t Q ,I VAT at, I FCI IO , 1, ­ --- . I 1 - l, ,��e:1[1:111�ul��llig��iq�ood,rq r � - � 'i - - QMRM- - Im i % - I I �� � "I I T � L _ I 11 c f 0 1 � c NO .: i � ... ii , - ­ I - -_ --- 'I � � � � i _ �,� ­­­­­ l I�_ , I - ,'I I � -A � 11 I 1 �, 1 � I I "I I . � I I :,I L 1 'I4, NONNI I L I 1 a wt, Ali � I ELAn I , l I 1 A __ �i , __ 11 � LATE ,I I � i , r RP;_�Aw,l 1 i I L i ,11-1A DANCLIAINt FAINS Mi I . , I 1 I -fe-,I PAINIFINNI'm Ill I j . 1. �i � 1! � -1 - I I I i � ! Ell IT t 9 I,�2- Ii N: m-r-A 0 12 1/2, ox, . I I i : LL - = i I , I [" I I I I I i [ I I I t , - I� 1 ­­_ _ __­ ... _1 1� -_ . __., _ I -1- j I HAI .... IYE R-3AW Affi%IVF R-58W L I 9 WEE-5-I&EZIL-El � M1111 ..... T _,,Al Jlz�/;11_11 � WALLlNg,a 'e-L. ___ " ,/el SCAS. .3/8- I' ­ 'JAI - .� � 40 - ,,,NcEhls��'%,,� 'o, % . � . 44167 � F ' Lt�XIAJDA one --l.....— I , � 5 BUILDING CODE (Non Kl Title C. HIN I I z _', ­11-1.1"Ere".4--ji, ,­ ­­-­­ ----' ­ .... _'._ —..,------. �, 1-11 -it- , * - t'" l :I - - L �r � = i V=1 - AT -1 AffQ0l INUM Pillij 24 GAIDE GALVANIZED STEEL STORV PAXEL tAmi � �AL �� c � �' IL , ____.____..____ _1 I -1 . ­ ... ­­­_--__. � ­� ... �, ".-- I INSILIN t,.A TNIA4 ARE OlIitS '0001 FOR MAX, it, 51, 1) 51 All G . I �� 4 S - , 0 lll�lm` mi"Atf/uNt " 5�� ­L, " . . .... -_­� I ,I XOBAL PROTECTION PRODUCTS, � 1�,,t,;,,,l �. 'tfl �,�V.It =_ I � OESIGN PRE55NNINE, RATINGS (IT,iAJ) ANO i P1, I I'll '�I, "I A ��t�,,I,, "'l /111 "fil"Fi—l" Ill a lexi , 111],111 r , I.EhIllrTHIS ,AS PER tLVIIAT ,,,,,,ll LjI.,[,rjp 12, I L , � . , A, 10 � 'i 'hrr­_.jr_:a: ,Wj P W, 51 i;II� ­ , , I - 1111111!111�111lil " 11 ', A l "t4e.,31"t') Aji, �. At 7 WN, A. m" 2, ATIFIV WOOD AII c1l*N9,3NUtMTo1T1 ,,, I, ", hi�L -1 I em - *-, I, - At, Ael 51.1od- Ac "Ifti AEWANM 10 at. SAUTIMel' l PANI ',I, Vill" SIRECIFITIC fl,;,Tlnmlirll��, / - 01"Alti PIP ..*A,,-,-, P.l elf.NNO-NNIA Imfols"Pul 20-175 I __ DEWAY Of 0M OR LOUAl - 'P.— - , - AAil-"­11LLL ­ �;;­ Itiel N. c*_IWAP4 - I P1 TIAM,0111ITIVAIK /Um - E & lallA FE I - ,'I. ATE, , _ - � low 'P or Is I I L_ __ ---"�,,�.�,.�,������.�������....",-,-.,� � I_ —_ ----�-�.-,----,---�------,�-��—I ...... - . Agre, �- , .m=_ 1 . ���� I , ­_ I I -ol (D W _= U) - Fz a) 4_0 -0 > c- 0 L_ a) &_ cD_ = _0 2 a) C5_ 0 C cz ­0 Q- - .6),.l 0 a) 4- U) _2 0) -0 0-0-0 -= c= 0 2 5- -2 = -2 a) 3: c = 0 U_ — m :-� I,- im . CIO a) L_ ,+, L_ 0- . — c cn m ,0 ,I— CU _11i 0 � -0 .C= W A< I 4 z z W mi JUL 2 i 2023 Virtue Review Assist, W ' 'tans Revio completed and approved -ompliance :th the 2020 FOC 7th :dition by Debi Anne Klahr PX2300 �4ZA P, ` I I 4___..� IIIIIIIIIIIIIIIIII'l CIIIIIIIIIIIIIIIIII" 0 U) (D = cz 0 " " ml Ili � < z z A< _j 0- (1) (1) = W m > 0 L_ CDL 0_ I _11-Illi'lliAll 0 =3 i 0 L_ 0- (1) U) m m SHEET NO, SH 1A l EZI/13's � r* E l , - I A Di ,. ALU:ic"A'S II E - I I - I - � EN C NIDA4 52 I d, I ViViAlLATIL't irli"To ON, LoV�r I ii"i ­ - I I - I, It Na� I � - - - I- I - V, I , - � � � � - q r � i 9 pm All Zs- � - � � � ."I flil I .0 - � __ __ ��q Alm WE 21 I#14 .A!'- �5 " L� I - - --� - - � ---- - � - �__ -,- - __ ­_ " ­_ ---,-. - __ - _. . , . �____ - ­-­ I . A � .4; Tialp� vso ;a _ __ , _ ---,. -, _'a -, , � 1 � �� - -- - -, --- � __ - � .- . __ l 1. I � tla- . ��_ i ��­ - _� - - �_ - 1: i ­ --- - -- F - - T2� ____ ­_1 ­; �P ._" , 5- � - � , � I 11 . .__.1___f_1____ _­_____. - - � T - � �tl ::X __­_­r 4- c, � - � - W� - E - �� ! I F'. �4 � ;� - - � �_ �__Ail � � � _ . � � ; 1. � � . . I - � 11­ �, � - - , F __ ; F, I - , � "" I - ­_� - __ -- - D '� � I ­ ­­- -- � 4 I I N I. : I KZ � � - I,,! q , . I i I , 1 T , ­?l ­- --- �� � - T, ­­__ - - - 'T 1? iN4 --- I I � i . C i I � ��Ii � � :1 i � �!"� I I i� � I ini � 4 I � i I , � 9 ��­T : �­, � I . I i � L i , � I � Fi I � - - - , i , 11`;Jl, � � ! - - � I ; � I I i I � � I I : 1 1 I � � 1 1 : : � I I I I I I I I I I i 1 � ; : I :I I P I � �, 1 1 i i � : I I � � �� 1 ! I � i x i I i i � I L ; � � . 'A"A3 I i I 1 i ! I i � 1 �Z�� 1: , I � � I i 5 � i A! '? TV,9 T � t ! i I� :, t I I I I I I I : I I 'I e . I � , I . 1 I I - , I , 1 I �: i , 1: I � 1 1 11 j � I I I � 5 � .1115 - � l 1 I � � � � 1. ­ I I , , - � � I I i 4, I I � i � ' i � 'r i � � � I . � ; �--,I,Ie�! 2 1 ; � I � I I � i I I � � ! � � - -I'MrIl i i t, -1 - - , r � � � �1'66K I F r 1 , T ? E I . I I ­1 ,I", I � I 11 T , � , -, I 1 - - f - - ­ - - : - T � or " , � . I It T'I�ilL' E 4 i : - � E , , ,� " - I: T� T I Tkj, 1 jf ,,I �, I RT,fl, PAI i4 L � : TILT ii �, � � I . I , I t E A "X:NN DUN- I T , � aiT - t - � - - - j l aN -T i , , � � l I I I ; �TIT To [I: �� I ��"- , 'I, "' I i I 1 i : � I I I I , I � � I I � I �: I I I I I 1 1 I � I i i i � �, I 1 ! i i , l I 1 � I I i I 1 - E � - o: ll 2, ,,, I � ,Ila_� 1. � I i � R 1 , A-11 1 t 1 i � ! rIT-1- _4 11�1 z I , I j I I ! � I I 1 , , i L 4 , , I i I � , L , : I I j i � I ; : 1 . I � I I , I �' i , � ! , , I i 1 I i - 1 A , , . ­1 ____-4_ w`A i � I ! � i I i , , , t I'M '- U liqii�I , - I � I � � Iiii!", ill, ,,41'1 L i I I I , I I I , ,1, � , � * � � - 1 - � I �r 'r � . I I , . . - - � I I t 2 � - . E � � � I , f � , � -L . I j � 1 � T, -- , - - XL - ; I I I - i � � - -, _�_ - � ,A i __ q � I � it I . I I � � . 7 � I I 11 � : I I � I i , � � � 1_� i � i . I I � I . i � I , ! : T I I . i i L . I . I 2 - I I - - - i � i L , � I I i � - ��- - NnDit� il 1/,� �Ii:l, , � � E ��- enza� -;A�f�p = tik T,_,I�IAP . - � � . � I � L : I I I 1! � I � I L i . t � i , " 5 - - - ] , � I ? , I I : i i ___ - - - - I ; I _ - r . - T -f nf-ult, ��s &­­,mlz� - - 11 I I . - - ; ., :_ L, �5l,,,-, � . . - I ., �, � ,%, ��, I IT- T, I I � � I I I E I , � , . � ' f [ I � I r _1 F I I l � +_ �� 1 - ;�� 11 1 11 L L� r­j - � I 1 1 11. I ­1 - - I � I r I � : , , I I � : � I I l l � i � � , I T � ;: f , I I I - i , � � I i : I - � ­ +-E r � � : i T 1 5 --- � - , I � I - -_ � - � - - - - - - , ­. l - � , � � . � � � , � � � � " , I I 1 �� .I i I— 9 .T__�__ - - �� � lI 1 4 1 I ! I j_1 - _ _ I __ - I -- _ I - �� _- T - � I . I F I - � - - - ------- - � _ _ � I L F - - � � - -_ , , � - . 7 . I �. I, i � � � T ._� j , I : 1 I - -, . - _4 - , "" , , �! 11 I =t - � __ � 6 . - tj � R t - 41 J _j_F , - � - 1 __ ­- ­­ - ... I - � L � ;� rf� - � - I . I E I I: I"T L� I' 15 . . I .- - , . ­T � . 11-1.. ­ ..1, . ii I I ..- - ___ - -------. - - - , - - - .1 . l � , 'AT, I I - I �:�ii I � ,? jo,tT1:IDT : T I , , ., - ­ -1 Na� __ - - - - � - . I -A � I i I HII: " , �1:� � , �­ , � 1 � ,I 'I � - IT- �� iT � ­ T. I— - . -11 - I I IT , 1, I , a I L P : I 1, I tl� 0 I !":l I I a , . � - - ;1L R, � TYPliCA , %ii A T I ,2 L= '­ r - __ __K1l�DLl`.­_El t � � I � � T 1" L" l ; , ! A l, �l -I ", fi� A "i gi _` EA�K__S_T ­ 11 I ��- _xI, __ � - i­ - _:rl� � - -A A, , . 9 � - Lir I I t li , ;a I i'll T . -1 I , �­ � - - � �� ,,,,,, ­� I, "t L4=-7 i - - ­,"'"', 4 I 7 1 __ 11 , , j �. � _�� i Ia - �_= - - i All � ,_i , I 7 � . I , lill �TzIr�Y'L I- - " .-,I I ... il ... L­",%q7 .. . . �,,,,�,,5�,���,1,;;���,��,�5�,--ti4k,.�,,,�,,i I ... ,IIT� � ,TL �",."..'�,,��������,�,�1,1�,2-� ---�..Z_ (,�,'Il,11111.11,1��� .. I ........ � , � __ F, , �­_ %Z 1% I 1"T " - � T�% , 1: L�l :�:e fili� . Pr :=! L_11[ U to- �__N 1­3 � 1"Ll 1 r� ,� r F - , I �� l�� I I e � ENGINVERINta ExpRcss'lll� PRODUCT EVALUATION REPORT sAlpiriolitatm 15, 20120 AiWicilition NlarnbiAir !.!a§91 � R2 EX Vfoied NurrLIND 2a:11543 FaniI NionvivilLivir: Aij Artninpar, ElIviLielowRil 0'aliaz ItIlarilifactIvAr Adilliess � 5410 Donna At RAW Nozit'Flaftn9friarb FLTJ4'.,9 Pred�,�.tt4an�v,�r"(".qplipUT50, Zdgac.E,Nar�,zwd.Ste,Li,�t'QTITvrl,kiR�,�,4 Largf�tyt�5��rOT�f,Tl�*P,',IRF,-41�,,�R,t I Scope of Evaluation; Thlls'Povdad Ellaivilikin 4,vpalt i% baling sTAAA,1 Jiro smafldanoA viligh Too itiquIloontents in i4e Fil DrqAaftill iint 8�o%#Wsr ana PralossiTilAiiiii PDpolation (Plaildo stilill corgAiNyLomlill:P11910 Cliall 6$(1a0_3W5, F �AL C , RK Wai acKiLiNAIVIRce P: w iqlathild tildl 12110 wod'i lIIIIII011:11 Alhowl, has il olmdold ill Alivallwill'XI 45-104014nillnZolollnoT to show corislAiLITALvilAft tht, Fbilirilia Bilillilirg, C;ode %evit"Ifit Eddice (20,�O� and Is, for Ill PUUMISTO iiqerdpd� N1 1AARLAt en.j"l%,loont 0 PILILL Tilikillilite6 i IIII (�Ixlll, pl,knilw= ill ift linodixi tl NA rolpiliflixt liollowing padinq"it rimillri Blil CAliTLIAA nimilifiGatiall; L LiT WNAWn substantilating Darw . P ffR_0D_Vcj LYA_LuA,n_qKpqgtls Ex rhawlIFICID 1 l541 filillAIA '-74§8 GiOnlikEllifid &00 Iiiianii PitTlAin 141104Z & NILLT HYIHZ�il, MarAiTT f, r, prepaTiod Lq E.InipTiewing Express, luioned 4isinaled by Frank Privi lardii, RE �tl an initillit'01 �,T%AlL iiii this Evalluall Relimit . . luslEE-29ALS L�R�f�A�T�,,dr4�rV��j�:t�o��l���tT,i�p�s,�nunr4ifi�is,�!oe���o�a6��llfR44�,:�l����T�:�o��ii:;�li�or�illi��'T�A�,�:��0:1 �,�!�ll��:�;�:l��l��di:i��e4%����vt�viirii �t���i�u�i��t��OBT-ASr,rl�7niDO� tq cln�kvl tigivillg,init L�,�t�t4ft,,,fL-.�,�p4,lTe,�,;ste�lC�'BMI-:�'�l��ll:�:: gaijilli:1perroinli h�v,bvLlva�d��k,r�Jli:�l�:�::I!�l��,T,iJ��nL,k, 'Til 20: milid ,-AE'-'O-,'�te,,t,,aarT,�ll,t�"rr%I tl,Lqtolgl�i�iija��:ili�l�i�:�l*DT,AIS(',,i:7,t�OlI �.:��;Pili�����,.,e,i�Api�Iii�r�����[[,JI iplil . §j!jUCTURAj liq[tigM AL�;UkLTL &L _Na_g_ _ 9 b§ , slni�xl en,gorIewing �aktt,wblxiis have btiin ixt,11TIlATILI ii AlAilalluilto this jiliea"i1i na5lHI bli 11 uAnAparai w-I rolitroll arha YAT; to qcmkPiffso njillialvAlAg diALL011 ,TT11LAT111.1 1, Max1voirl AlivoluAt4i Spam 2 Mimmi AWTAT,41le Upoz 3, Worniin Gil Se parabon 4 Anchot Spacing - _­_1% 0 5 _W1 2 �_l _Z'_�"��lk'l ---S" T It - D?FRFTEltlI _-Atat� rit-.4 Dq.i-T- - t95q) 354-0660 � ff",n- IlgiII-ololiA. T�­'n nomillalri,InF�il -- I E - ��__ � a� t, " EA,Gl1NAl1A;NrEF,"Ea2a,CQ1 . __ .­­ i � _- - - __ __ ___ D �� , - __ � - - I . � - � % - � a - t � � � tL:T_ I tti � - - a- * I N__ 'E� V_ � � Taitil - - - �, , aT- A7*4 '7 - . � - I � . ��_ I 1 , - �t IIL T67A,Aj�(�r FRTLIm, u<4C. U, �,TN,l � 1 4 - __ - - NuMi J. " z:.RTT�m� . � -Z, 5A2,1;:�. ��, � Z �: I � ap _Z�! L. i - 4-.4" 1 LFIIII Tia"NU -­,� F C;�rl"T�Tl�;�, C,J- PANIt I � ­"l I Fi �� _t 1 I,-4,,It -_IVClI�� T'I'll:L k .� s , � IT]IIATIL ,I :, - , , I I! f 111"i !J: 1� � I i _It Nillk'Al Ai� IFIE I:, ,1,04r, , �W I R , I � - t �, M TC, tia"T'T . � - I - -.-Or, MR -,I,,,,-,- RE ,RtNill,ll r, AT �0,1 " I " �, Q'Tl. Pill A , I : ,,� , E 'i . FA I'Ll ,, I T, E . i E E - - �� - a�_ - LaRr - NN�­-- -- --­ - -- -- -- - . ­ - - - � - __ - - - � � ;��t­ DF q / 9 - �lj�_ ta - � � -t_ - - I- - W_ - E _ , � � I - E ,� 1, I, . � - - W . - , - N, , '� Li E � A IAT� ". � , k, ,, T, , -1 , � H­72 y i - C�ILIMPWKIIIV -TI' TTE�_­ - -_ -_ . 17Z , !,� I I- ` -,tDFP - F, !I lL Tljr IA,: VIA" 6E a � ­'�li a ni� lW � ­ r .- - - � � F �' r , I �'T IT' tT ­N�Nl ,T �'Prf" � ;-A, -I � � ­ PI I A �42 � �Ii - 1 IIAI� _11:1 A­;4AHI�4�- AiTil- "It, Imz 4_ - � � 9 " "'! E � E�� K it lle��V I 2 � ' ' -'- . ' ;,l 'r It � :ii(IP EP I � �, D`�Ut -1.11 Al TPT� PJ LICAIS" TrIJ = " ': ., Tlilf� - iTcti­ a - __ - - - __ - � � - - � I . ­_ ��_ - �� . � � I � ___ , � ,I I - - - - I - 7 - -- _t I - - . __ - N - - - - f I - - - - __ - �� - r_ ia�_ :�u ;_� � I tL -I - tLTI - ii - �_ - �I� - ittl , = -.r,"-.�----.---.,.�-��-�.-...�� ...... . _j 1­l_,_1._______f I � - - - . T - ­­ �_-_ � s N Ia VAa Zt C­ Nni ; ;;;�� - � - I � i r __ � 71� '-p-a it � r4� �� �-' I i - �� r � - __ __­� T,Til �_-_ - �A. � �E I I TILL'a- 0 1pt� i, ' arir,� l, .__ __ I __ �.__ r�� N� � � , 17!17111. ­rl I T -, I I - .. .... - _ � --- � I 11 - ­_ ,_ __ j T , - Q�77T , r - R . i I'llill)AUUCTS, LDLC_ _ 1, __ � 3kf - Al PIR(YTEC PMI , I - I'lli ,;rr iiA ill 'IRViW �Tii 6ILOW11 .��L i ITIT, , ,,; �, L'i , . . I '[a ll� - iti ,'I T I � - � L:i_- - �- - , 1 : - - -112I 1 1 - I � - , i � -� � P! L�- � 7 5 , - j al - -ft - I,: , 1 at, , I ­ L I �=tt _L L,L � I � I'LLI " . 1:1 I - g � t�i. - , �L, 4 ��__ l. _--ill...'al .LLH: Lwffl4­ T-A�NI , ­­­ - . . . � - i ,� nl� __ ii� n - �,l, � .1g" 7- 1- r:___TT�'__'_ _L -1 TLa 1 ____ � . .L " ___ _ __ - � I � � - I �'_ �' - L_ 11 -1 - I - 11 a F ...... .. . ....... . ,, 5ll,,l,.­_,l­lqN5___, - � , I- : ..-Er- �_ Ka�­ , E IN G � N., 0- I-19 �1, , III � 11-IM-11 ll 2 I IT' 2 All Arna-I '�i��tt��-zt=.,Ak�,4a5-,-'�44aGai-an zt,d SiM Sionat l'i - III I, " __ :1 11N.13% aw-mi.in a0lawswestmahas been Ul w 1.4p dAmIg" W LhAs prTldljL'T s,iWriloon 4,vn glaziftolls not (equill tir), linsuilla0uns oniTlildc af wind virTT11 4 I ezilAiNT140 MITI11PLAT, Impact Res4stance: Lal UnpIvii rReLivancii, -NE I ozaTiLtrNtNtliAd AA% A T,,�AITTDDI in p,�r"It"sIt ALT,�TTTI 1-1 , Ap"OT-1 � C, RD as " omvinn III IT ITNL aiatnlTINRTI�l 110NqA 01.hl P,Autt Wind Load' Resistance Thm, i'll-ITITIA1 lies iAlT__N "-�'J'Taao TTI�' "N'Dit -Tal I 4';rr4 At JDLIfiTIiW ,I q MIT "T"LAIL'Tc Alxdulels i Lml ThA DT, IS _jji;0jlQlTI ' T - K, AITTIPiTill _, I imi il 11 ongInDefIrLy dMVI'DIL111, , P. 'nLg�,' F T, Installation Tilill's iLITLIALLIT"'I ii iiii, ,LrWA]l in INIIIA ITIomplkvilicl., lillih lis 111AAspliciloo ATTIAllicil, F.ViAhviliTTIlin DiliallItimiml IO 0 "OlnowiiWg = lllij�, ;Aiwilf4 TwIllo ;IIATIA"TN'timsig LITILAW Thiliviviloll ITATillillulA ullilliLlAililtis stull bl,il ii:lil ilItI11)"I'Lln"'Ill AlILLIA'Jillill I", ril"n ImICIIIiIAL's UlfliPini'llive FITTIOLLIA: ELIjakinilIko clol�ILAITN,lsl, i T), e�P�lp�mil�����:�q�,l�111'4�Y4�l��lR� Limitations & Cooditions of Ow i 11:1111i AITTIJILLITI 5111141t bill 'lh 5111i 11TILloidTAITILLIL ill 11ILA rilAqviLliTiAl P111TALII0 iffidniudiLill I DoILUBLOM ll� 1�- inwilgisliqlAilirilill Alra'Adi ob rAllituld hAlill0lifl ,;,!1�4,,,J,,� ITTIa. It: Wr 51�111UTAAA Flivni bA drmilgillad, ti" FTIL[0 ,III IllLierilinpiTmAill Toil wa ilTALL, Let XN mislarDl 6Drl I" ll,­iI,Lulitl��,AoplldlviA TlLTlThklrsi'rl,lFLhd* HILLAI TAruiLl$118 LLLRjrWjjtjA�rfTt witirtli LVP� [Krt TvwlIUnlrd AD' In PAL LITn'llu'll IT r(WN,Dwe afv:� Ill IVJAt III P GhIjL R" IDD I irl regiTiRtrula ­� _,61I.DaI lI�q LIL I' L�ji L1Ll.rojKAjfiIT l:Ql:LTA tjlAl I PTCALLTAkillilal lilvlxto�',r A , Ill ��::ii�:��::;�ll::Kl:�:,:�!::�w�I Vehouh lwq: t,U:lK1lI0::0V lilligallu'Ll AlITTill: IT# prraalbac� isgi milvoricin �::�::::::::Il�:�:::v:l��:[C��,��l:rk anti I IthiLl: I ThilillpW 41T all thriTLA Thill TAIrAdliTil hlitil, Lovil, Itelisignilidl Tow iNiA LITHALI'l I L'Illililij,' til,ill i �011jylfty LjNIrlTl,,,llTj[A1 �'T'ITILI[II fli'Vitizi, ReqleTx�jlil!ii, , ,,, I'll ill" f -0 I T _,_� � -TRt-TAI.,.''I,�Al -, - , - .`-��.,­ �� � - �111 " � -, .. ..... . I 'l - '. , ,a . , � T'lle, LIP, _�I ciL�I�, T � 1-1 i, � I ___ - , Filmll, Berinarol PEL. ENGtNEE'il,l Exmc-se TPF-P041i 1 C'iTf�' Tkojb 'P'1U 1-- ­7 - - ­­­­­ -a--- �­; 1 1; 0 5AlY ,2" AvENvil �, �71E � I - a- t0e,� PAejkrrLAt* DIIAgH� Fjl�IRIDA - 144 L i *54 � - . - , � 1� A - 'a A_ Ill A 1 j 8 6 6r, I -1 1) 6 - 9 9 9 IA T E 4 0 0,� ll� AT T1 1 � E � �. E N , I � , E T A A F � A , -'; � H E N T, � IT E � P'T - � N � t I a , s CCI� __ I r", I-!-"_ /�, "AIll- "...'ll , -,: - - T, - IT- I -_ I ­1 I "It'Ll- Tl�­ . �7vt,.!�,, I . "�' �� �e: ,I �,,, ,11II Ifir I � . ­­ _11 C , . �1 ­ - Lk - , - - I I - " t T rwnd,�� Ir �, " " r I I �Ai �, , 1:, I I I I I L � � I 'Ift"I.Ill'i __ / �,T­lLr� � � - - �� I- .... - �7"Iil - - / � I- I ` - Ill 11 �­ I 'Ll"'. "' / �" L' ,__L7 I Z � 'I/ / � � D� L T��` Il 7 A , I � , rIjTL I , - " T' -_ / L, - , ", /I" A " / OK49%,A�Iit . I A " l "i I �'4 j� L�l � � 4 � � � 1 � I I / ,IT ,",/,/ I / , I, � /,1"", a ,�, I, jtr l,l - ,�,-,;`, A A I' I .. I, .. r T i,�: �� r', "'' I "I ,A A I , T" ", I "I L' I / , ,,,, I, ,,,, '', T, "I ,,, � >1 " . 11 !�Iii ""I" A ", ', ,A, ! T l­TTI ", A , � , ,, l� I I , l , I i", � `�, � 1 11,51, "I" � T I'll'bI 1r, " �1,1 � e IT I " l , 1, I /� 'i , " , g ;R - � _,= � _�!, I,, � � I/ ,,,, ,il, : T ", I , I I F� I, " � , � � AT i A I �, 111 I , f " 1,; ,7 , l . . ,r ..�4 .1 I i I ,T ,I on, : '. -� 11 l, I , ,,, �,/" 11 ll ` "' I , I T, 1-11 . t - , �/ " � A 'r_llz-,. I - :1 ` T I l "� , 'A T ,��, J, . - , IrP4111, `�' ljl� I .. �, 7 - ( _111 ��,,tl.,� , , - / I , l, , ,1,40, `11 � ,l - - , ­­ _1 7���l - �I' , � �, - , , ," , �,T,,l 1�� 11, ,_, ) � . -.1- , � __ I I -, I T � 'r ]A`­_,_...,L_.LL ___­ ��­­T.l . IT, P� IL il_­Lt. .1. � I ;1 � 6N g r I,I ", , " ,,,,, ---------, � - - . - - � IL - __`; �1� I I L IT � ­ r . I I - - �17 : L� T? -- � � I 11 ­, I - -o I � � I I 0 i I, �Fl I I 11 AI "" " j4. - I - Fn , , r, - _­ . ­ , n 1, _­ 1 I '7 , T - , I I i I ,I - A � � 7'-' � I " I z 2 ��P� � _. - � �. I .", N'l ", . I , r�, - � � / , I�� ,� , - � I 1�1 i ij I 9� Is 2,; 1 DP 9 - .P,�I, ,,, LL, - �,,i�ti W ,­'�l T i , ZI I' � I T:,-_­A�,�: 'bld � Ill hi'., l!''I I?) �� T, IN, H l -R! , , I � 'I II i Ill, I Ar, l i A, V1 I, IT& � , I g�, lia , 2 ,, ,� i�, ) millill - - I Ti - 4- , �.: P4 11 1 -7.- - ,�l� 7 P -, , ,,, I IT L I I L !:i z , .., 11 it r, I I 77 � A � � - , , -i 1, L s 9 :, i Lf ,I . ,�. � � ,4 , ,,J ,� , 1 It, z I A � , I - . ; f - j �1 77�� "I - i I I , I LL PE- I I, - lg,� � """ 7 � 4 � / - ", � - r- I - __ 1111111 :�� - t, � tap, . all � I , "Tie"', "L,r �� jl� I ,I, I � 'i I , 1 i -A - - �", j,l:1LI1I1U Zft' , 6� L/ ""l ­��� � .-A-r­ .�. , ,'I r L11-1.11 . .. If-11- AL �!� �� I I I __ _-, - 9- - -I III D", P 2 E - � l I - -�_ IY­,�Lr� - -, , �� zftl � I %. � I F I I - - I __ . - - 1 6 � ET:; _�� I . 'L I I ,,r,-"3 � il,2TI , - I I - ill " I o . i J� I I I -A `1�i %.- ' r - , ' , i �, '01 D i -, I ,_ �� I - , -- ift, �'; A" � 11 V) T. -, ".ii 1. -1 _e"i - - I ;,,� A -�- 17� � ii � -7 �f IL ,--I' � � _. <� L. I �_� .,-.jl . , ," AT 2 10 1(�) -.1 z - �_-c- �- . ,�, ,,,, TT'rr / 'j'j " � I l'D - I � ., 4 A 441 ,��,., . , jA , I 4" I ­ ,. Z,12�'N -.� - , 0 at 4 a �_.. 1111 , , I , i-l'7'. - " ,�! , .11 t 1� V , e � __1; ;T! �, ,�_�_`I,l , , 7 I -1- - IF a ­7 R___ -A - , 11 -) il l< �, �A ,,,,, I- - t - , _ I TI` T I/ - i Al ,�­�_,­, - - -, _, � 'I_ li 11 1 _ , I� _ i .L_ - -- __ - ___�ADTNr_v _aL,__ I ;i -, . � ___ All 11 . IT I E, 1��V - - L "ILIT * - - - ,=I--,, - , ZI 'k ; 1�_ ,, , - .4-0 ;f , - ­ , � . arF _3 - .1--­�-1.1"'Ir, -,l 11 a, I - , -1 Id, 19 � , �Zl!l­ �._ L ,_� T --.-.- - � .3 at� � �­ - ­1 T-1 - 1, ' L-��-, I , ". � 1-1 I I - . cc - - 19 � 4 r I 11_�11_1 ­4 T­ JT­ "i -, � 1-1 I - I - j,"�"", "�.'qLMA_1a'll_"!'TL�M ,2 �� 1 llj� _ _ �T_j�� La, Tr ­ -1 I. I � ­t"N � - I -7no- , .nZiA I. I - � I �, � -) <�� __ 7, -, .� .-a, ,. T, i ,._q,�*,�r�rr - t, &f - �,j� i - 2 � 11.t I:IT - I, 111- t�� ,��,�;l,P.�it , N" - �� � � t , - _11TTV 0 --a v,_mn �o - , IT-, . ..... � I �,�e, T � , r - - T il� - �', ': , ` �i - 1� - 'R V A i il- - \ � I i I- "' T i I!, -1 I = 45 " lIll'yalm C - � T, " I - I - ,�_, , , - i �, , -,*-A - �0�­ litAA,­ t -- I T I Ir r "' .r ­�­ ­ � ,,, i r, ILL I'vIN'llill I AHII I KIA 41, �­­­­ ,q- � - ImZTA-ati­ I :- ,A I. �i ,q a tll;�,T� ­Ylli­ 14 - - at� i � I I. � , � ­­ - 01 'Kill- 1-ttil t � �, � I � _ -1 I - i�_ �L . -.1- IT-jL_ 8 1 V - I - _ . - I - --*,; �­, � , -1- ry�� ; 11 , I � I ;I _. , �TW - k* � - . - ,l . I , - 1- - lai Ill r- �, �?� I " � � _;­,__ a tatT.- - - ­i - I I I 6 -0, .- I -- �, - j-w , I iQ , �, D_ /' ­ T, -, .'IT ,R - ! , - r � � I � ,�Dr_ � Ma I - P ,�Alllu , - - - I ­�NI4 -1 �IIITI ,A..,, , I ', - , 2i 71 � r - IltTi� I I ­aq-1 _'fI­-,I i I - - 1; A 1,17II-7 __7 TRT_ - LI I � t' i 1, L 41 ii I -, � I X - . L .V1`1 � . - I 7A734)�i:5o I , , , � , A, - ATA � -� � r! I, � Ia � -4. 'K / , Ill 411- Ill � 1- f"T, IT < � / / .1 ., � I 1, � -tiii, -,i � _J � �rl,10 ,--ar,N1 I ///Z//// "ALAI.-_ - , . - A � it ­11 1,�_i � �__ a� - - 1� "t. I - I I _�L�Tll__,Alj " / / Z/ /` I �' /,",l � -� ." �,Il,k­­ I - . , L/ T .1 a I La a�?,! -1 - I 0911 � ., - ��, I �� I I . . A Z If z z/ o- -NAS Nil I - - - ,,:,z z . * g .iP IN j, � IT - I ��� - �� - F Ia.. ,�� � - /11 - I'll � � � I 5 I 11 z I - 4 - -t � .� ___L__,l,T__L I 1111 I - -_ _z�: il -_ "-' F j - r � , t-E " .. - I . 1. "I 'f A,,I� I .... . 1 �----- - .. - .. - i - �`, -1 I --_T--,r-r � F In 0,1 . �z�z�z�z�z�z 14 t,", III . 7� - I I it zt�tIa�tlattl,,11 - �_, .. 11 Ill- __'� I ,A-- - ti � f A?" - .. - - _41- A - "':­ I � . i -4 4- i ­ "IDD - I , , A. T � 4 ,, � iF 911 Al F, � (2�, A,%7_ 11 4' I � 4 11 . I � k k, � I- I Iali I - Fil T-I 1 -, , 5; �,� I ,,,, I I­�� 111:%'11 11! ,I , * �,�. ,.,;�zv E - -1 . H - - " I I �, ,,j .111ITI 1,: . I I '" " , � ­ 2 ,I C - , �_ . - I ��lli 'T R \ . i tI.- 11 �- -- ,A " 'r �__ tI 1 A ,-y la �:, ,it . int, � - . - 1� �_ 1 W A I 11.11 11 ;! 0 � - L'A.l. - �� . _;�_ TR�L 11 gg 4 I I" 4 -2- ,. � - , , ­ I I ii � I, U 4 . Z, �T, ,.m�ga -T-V--­ =t Qi;� Ifil. __! � ", a, i , - � J� I I t ,,� A - I Lz ­,LfAA�1LS_-­L tLil T, I I'l Ilit- F �� - i­TIT,I,p,,,,tr; ,�. IT// _1 � _16-1 9 k t � - - - � . c , Ill - , I _\� F ;, --tr , 0 - Lzlf�'s �4­_­`­- i I I .1 P I "" l - , , , - ___ / ;AA. - iti gti�a , - Il , - - I.W�rArF4,wKl�4m � � .� . 11 -,;� "I , 1�7 " _� ,� 1 - I - , ,� r , " A . � - _ . � " � F )V � -� ,-,,-� -I ,LTT,%'iT,T`_,�; --/ T- �\ '-��' I r -­, - L - / A , , I - 1 N, , C*'­�JI4.­­, ITt P - 7 - I_.- �';-e, i I, , - I A . - - 20-31543 _ II� - . I 1 . i . � / �� a I'll, � __ ___ - - � ­­ 4 - 12�az" jj I _l, � ft%ffigMg.� L" � '_ 9 - , 44 'I - -i , Ir- � / P 7 �f7 I - ��� -, -<,/ = / // /,ta " !�Y", ,- ,- z �T ill - . 7 I I I � � , - -, IT c-MINi - --- , ---- , , 2-x - I 2"'P54- z. -- i- . t-.11 �1� - r ., � I - il- - III', - Zt��L Tat . ------"- a, __ La, � iM � -,,, � lW)Nr - W., sff �111 - . ,�­q ,I - TaTT-ill " (_Z�_4.�I'1�62�� � Ii, � I L-E il, Fle - � <V I �_ / �� - - _-, � " 't �a­ .-5) I- ITI�­­­ I Cl�lli -0 J - - IL ��-(_ -,,-- , - � -- �� I P ,�' I I , - - Ill - Z--of I I i '11 I L - .1-11111-1 -L ­­­­T� Ln' . -1-11 ­1 , """ " � ,-,--,-- ­­ ­­___ i � 0, M-56 �, 1 * �_ �1 'T L ,_-'r - tf � 1 . I , Z , , . T-- � � I f i N - -.-, . -': 4W � ­,-�Ir L'�':­ T�,ll 11 ­1111 i, I �TVT : I I - Bit �� - T� . _ - � i . � ­ � - - t)L :L�- �� - I- i - 9 I �Nt �! I I � - - i - C"'I ;&� l , � , - ­ ­___­__T­T',_­­jl : i - ­, .Tf I, 'Ll' ll � I _ p : IT"' TL.':­r'�lAj:j��Ijl:: . i � _ i 1`40�Fl I I ­ j�ILPZ"_ it I L �� �- � . I li �: ,I Ir ­ I � :'i�L � r I xiisTri, 01 �l I!: I :R� F, f'Ll Ll�j, ` � I i��: ­­ - -­­,"' ­­­­ ­ ' - � ­­ � � - ----- - ­­ � ­­ ' J1 ____ ----- --- __ � ---- ---- ______ - _____ � ___ att�aL -------,----, __ __ - �� ALL AMERICAN SHUlTERS AND GLASS � I 24ga GALVANIZED STEEL S-11-ORM PANELS (HVHZ & NOW HVHZ) ! Va� � � - - �� - � - i atimir" �Imji"�-r�T, = , - I----; , ; - � In. "Nel ��,TA ,A t -, Fiatv� I- - I I � � - _j'L � , N� - Kff�� P�PT zT�., - � I, $�%_MON 1 : � _ ._ - ij ;_ j;� ' .-I . � - � ,; � � r,� g";�,S`T`Na - �, - . � I � - � ,tNII4 I_-M ,5 �7� & I I I I 11 it j i I I �- ,,!I Ni �i' I , � - 9 4 ; : . 2 i i j 1 i i V 01IFTAL-All, 0 �ffl Di llji5l I, � i E i I j r - 1 -7 1 . I . I APTLPL,11W� SPAIN TIIIELE� z - � i 1 I � i ! : . . . . 1: � I I 1 Q g & a I . I I � I I i � � � � . �f K, i i 1 ; i j 1 , , � I I - � �_, i w � � � I i� : i � , LL � � -.RN Ia�.', - - ll� I - r - i I __T - IT I 11, I 1 1 1 1 i , - - = i . � la - I 1 - - Zi�= i 1 11 i � 1 : �� �=_ : - z I- I I 1 I , ] i i - - � � � I i I - I I I i li� � - - I ! I I i I I �1_ - I . E I ! i I �� 1 i � ll - 1 ! . - I i, I 11 . 1 1 . T � I 1 1 1 Ill I � , q T . . I , 1 i I : I I i :! I I I 11 : 1 i I 1 1 � I I i" T�, ,� L_ 4 a---..-. iz, n _�- i-lAij � 1 � I-L 1 I ,� I I ­ �-�N`7 T�qI ITUIRR 1 � I i , I �L. � , 0 � P__,�_ - , I - " 1 � � � -� , ICOMITI 71 VE),il L , �, , a , � , I, i V Fil ta - i I _ L � - __ ___ I , tyl " 'l r� I 4' � � _T ,,, 1 I ." 6tr A 1 Toit'. __ � ,_ � I I .A I -A" � TIPA K­'), Pill L ER-11CAL MOUN I- ELEVA FION 1 t,ii r- r ITI. - IT I -Ij " � i L: -IT- ri"p ART, or", 'L;'I " r Tj�� Uwa ILt "I T q L -. T -1 IAA rRul T _ ... i .... I.. __ ­­ __ __ I _______­ . ___1_,1:lll1k11-1 Ai --T,--- L 71 � il - I 5 1 1 7: 1 fl -iffIT-1 [ ]_ 1- I i ' � I 1 . � � . I , �' i I -, ­,'� I - � i I 1 1 I � - i 5 ; I � I�,, - - I i 1 i I I " - __ 2 I 1 � i i I r�',� - 'i" " lI ��i­ i ] I � I �; I I i L 11 -,�,,�,� - . 1 � I . I n ,- TS ;. I : 4 1 l I I ,,� !I,,, , , .1 _ I � 1! i 1 I � I ] 1 I - T, � � , I , 1 � - �_ - - - =, JL - z - - I I , 1 1 I 1 i '_j I I , -- `� ALrami�� 'IT ' i 3 : l , I [ IN - � � � � 2 1 - E i F � -­ -- -, ,�V� I� 'I It I - , ] t - L F I i ; . -4 , i ; � , ---;T--" , ­_­ - - 1 5 1 ; : : ! i_ I i T, ,­ � ; � 1 . I- I . -1 �, Z, i l � 5 � . I r . . 4 I A .. �� . i i, I . �. 1 : I - . 4 , � �__ �L, I � , � � i , ;�N:,_,! � 11 i , - � ;�3 i I I 1 1 1 1 1 1 � I i , - x i i : , 1 T � � ,,- I 1 I I 1 1 I , I i A, i ,� lF,TfLil - . : . � i � I � E . 1", ! I i, , � . I . -.-.- - .. .. i rf-If" ,'RE tIs -5-I, L il'­,l 4,ew. I --- 1, ��'ITRij,"71f,T0 ITA;'Lli'Ls LAA-f"&U­T­�= -- -a- =--. I ,,, ­­ �­ , IL ,1: . - - j A LtLTS t'l _�H yo�,�S'I�iILILL - I A,F,4,�i�i-DRE�4u�R�L-�EDik�.r��SK7!EaFf I vjk,��_U7,. r?,sfF*."LI i "'n""Mn ""- 0- I'�Ll � , I - - - Y"Al'I AENVE - ! - - i , A ­3 ow I2g�Dvia�iick ! ��T`I�LAITI 0 Kr6rAt. Dom- L . *M�C�l I F SPAN ULRLI, � VERTICAL MOUNT ELEVATION "7"� ,"N(j)TCHED PANELS f , I ,=1 � --___ I r I ,71­-Ya�Dm - 1V " - � t at- � � L'i, L::, IIZ!�I,TZD� lr�T], IITI�l I . - - tf- .naI it `ATilji -,T1T2IaTT,aAP Val Ii ILL 11) j - p�-_Rll Ttt,i�� _ . Nt�__ - __­­ %it- I &-oA !Ti7�­ 'uLl 11 Ni - 4�E ��ati �� L­�'� I L I �SITTJ�I�I�I,ILILTIJ 115�� -_ �_ ­ j l 'I I I - - �- - i L I NIE�1'4 IN117 OT54I ,,,, I "-A- i, I ' , ITJIT�: L l ",I RTi a- _74� ,', , �� 1, I - L_ : CIA" 'JIM- �1011T 11 T 1 ill � - NO � i T-T- ; . llz,­� - , ili��, A,,�c T n 1 I ill I lIlL) .9i PL� , I 1 ,:I , � -� i � I C, Po ALI I'll:101: il, 1: :k S4IAL !I! � ,,, N 4 III Tt�� TT , - - LT, � , I T , LiTI,­I'l LIL"Tt",LLITALL I 1:1, TILLIL IT Ir I I �anttl:,�, 1 � , , , I " I IN,1,�T, ill 1, I , INt-K -, Lt�! ­L, � r�z - - : ,,,, �F_ - � L_ � , [ -- ,,, � � � � - � - � IV 41 , IT I ITA-A � I . , � � �1 - , I ­­ n-.r,n" . , . ------- - , - -9 - G LA S'E'T S E� PIA RA71 0 N � 4 (D TFI � - , - - , , " n " r " '""n, " '" ,1 I" - --- --- - -- � � I � j . � - i �T�� T � N�� T - - t �'�2_` I'jY,l ITA rif"J"I'll L: "I iFl,�:_­ - I KI --r- - - � ­_: --tA - � ­" : .NAL�iI,1141111IIT I I �, I L. i i, I L I_-_ - - - � - �,� � 1 �- � L , r -Q. Ra� �-a F IT , , I I .� L, $ 1 , ,I I I i T, Al 11 I IT TI � . . � . - - I . � I ' - , I ,�1`i[RKkLT`T)T, TT, 'If� �Ct_ .: TL T - L'a­ _�, ,L r"AL"'I[ LLI[� TI I I TL l­�Ii:l L :. ", - - ­`1 Illislil 1.] ''Ll lx�s Ljf",�,�Tr.�F : I : , I I I� � A�_ D �771 _T1 I L k­;lEI4iLT l - il i" TILT Ti TIWN, mML�, I j'lIj:L)I:T,jrjI �,la Z'�' 7 r ,�:L , _,�DN � T - il LI- :1�'llil,i�,�DTb:�i�l�i�.1i:14�� �a, Tj�IL ��=tfft­ a - '.. " r I'; ��l - , .1 2 1 NenTEC­i� _'�Ii!�:L'Li, __ 'Lf I - __ - - ­­­��Ali"�'Q.... _. . ­.- -, ­­ - - " - - - ____­_. ­ � A' �� �_KITTTAIA,A " t A. ca, � I _ , 4 - N ,_T� 5 1 . ---- -- - ­­­ _­ - LL- _ �� �� �"4 ,__ __ Tal � TriR MXQMUM ALLOWABLE _ , - - Lf�_�T_ �, _� I ' -­ aT­ -: DESIGN PRESSUPES " ` I,I,,,, a L TLIN L ' "" 'T` � Lr L - � � ­­�I­,L a - � �_r,�4LI " __ � 11 �, I ji, �7�I. I , .l - - - ". T, _I,Z'_a��' i, � P , 4 - E., , E , , - I Ill - DESIGN NOTFS� 1_N;>IiLL7'1T_1T1� � ­_ _­ I in ,a A4 . _ gr.;�,TT _ ,;4j kfn,,, _ , I ETAI�'r i�TFI�L,Llil P T R � " T 4j ,T _,T I P,tG]jjLTt �Sj'�Al N I '" - IT A ill M , T�A il� I , SE "IF�"iE���'ITI'llf,X,15�ll,�lklill""4��,,�Ti",L.,""Nl,�,,��,"'Tl'i�� 9 " I ',l ": � J� A g �' FCqEKAfN- Dh1DAKfDlt�*jTiL III ITI� a5U ;I ATILI CTI,AIIIER � . It -I - 4.riliii, K l��,-,,)��T�l"r",�z,CLItLt�,�:4,T l�c,�c,,i4Ai�-F����1.11�,:�,�,.�,n�Afl -I �i 4i IINTD��T�T,l i I i ­Lk'g, T, ',Zj�. Wj �, - - , - F �Lillllf,­PONP lIJilLI'LA[ 1� i � I 1TV'r CAl , ,TLj L) At i A�D HKI,A�Pl r TLN ANY N I 0, 'En "� AWDonTE A- s"<AILN, h i Z 1- t D .,j 4 , , ii; q jl� q 7 - GENERAL NOTES* � i� .I- I air I E -4 CK V I - ia`�4 I" - TIV TLAi "I I 11h I ALLA T TTf4 �' T[ ,7 IIIIi '11��Ol]LI'LELII,,On,�r _��t,t I ill OlIfILLTS CIF M� TNT !J. I :LTY DA: I,'Io�: 'T"IALL L�I`TT ill IK'Al V '�:"J:D�",�rP�!::::ND*�lE�':R'.'Vltll:!:::!::�':�l�' ��'ff� IETtr4AA%A ,"T�4.1r,t I ! . I I I I �� n - I, I: I , 16V I., -,, h9l ill I � ----.. LA `riLTLT5L T.' IiTlli."A' it'Lil DERY djl:.:: III;, ILL TI,A� r � I Ln IllITIMC, � � 5 IT ALTA 1 ILL 11 ife T IS 05"D 3flT ' r 1 T-1) 11 , _, I ,I� ji� T �jl��,I,l � I ,,IT' Rill I � �!EI, 7�& '11� �111, IIA-lifil,"I'll I =Z F UIUIVILIL "'t'I"AT'a All ,�PN;Il,ff1tl:L EP , z 7WITPILIT INA ALI. "'i PIT �, 'Li *, � � i rL s,AA1,,,r,Ai_, ILA�i4�`�% Air, . � � I 1� L I , 0 - ;z T, ,� '! IlIkITL LLT0 BLAE�� VC1 Pitli".11" P 9 at � - ,= - � h U's A� I i I I 11L _ILLI-FTI�Til_l U0,0L.TIT, rlii�r,j L�TT,"Cl �iT"7�llil OIL Ir".or'Ip k�o r T",�, ,�C ,� - _ " 3 i la L � it . . � 3 - W , r I ,� , , n �� rr I T AILIL w-, r e - llll��'T:` Arl 11 -- AT � .�� j, aa Z k 5 , I T, I n A � I'rrra 5�,T"I f t P4 r.", TTIT,Irr i � I 2 = r . -, g , �, , ;;� E: , - 'J'A q -1 I s - I I I, I I'm r1LjTTK, _ �E TATI51 T ,,I [ ItIT'If � , I _p�, r ,�,L�TtA+T, , _ Zi ,��� A ,'I Iffer I' -2 4­. ."r D, i 1 ,-, ;r 114 , , ,Y I A, tP ..... . . . . . i I T, L�r, , wic"LL LIP , . 11 11 !15 �i 1i 1. TAN `11 1-11 -1 � ­ al T11 T, � a , 'Tl,Xj,:IjTA, .ITT, � z �; 2: " _R A ,I� I IT I'll, L I A AN ;,,Lq�TTE -CZ,rui, L LA", , 3 � i . Uj LT :F- ,, ,,, I'll T Tll­fr_,,,Ig­ I i � rliij � lqc I - . - - . . ­ � -.1. - - i 41i il�ql oTT Irl"a, Pll,llrl 15r IIA" LIA 11 TILLIATIT) IFItD_N­�, I IT -1 TLTL,�TCN L,ATILT A5 APIALICALME 1! T IoTIP7N2715 ITTEINKLIPF, 101117P jjl,RFI�j '-,:III I ill IIIENTIll I5 - < � Ti PL�eLljjlj CLALI A A i LIAILT PINSIPTI ILI: � ljlf,.ATFIT� A-T! IN� iIrF TAr1[:LliA:: T U A � I fl AA � LWIitTE1NL,,ITfC,Fl Til �� L� �LL�_rLTTL ,�,rIITA il� :",�, _ Ll: I �l 1 ill,�AAVTF LIPT ?it,,TKT I liL :7 7, I 1 I � � I I th ATILJII��E r 'DIT' If' TTM-TA it"LCEATll.� ,� T !!!A A,IINT 6JET � TPXI'Illlll� 1: I FTII�Tltltll Ill Aff0it"TIER, I il�l.��:,��FL��'�:jl"�fr'V�"F"S�nl�'�LI:1:1�:::�4C'��'I !III' ` - - ' IT ITL"l, LAP I TTTF Ili 1lTlTrT,rrL'rL1 ITT.' ATlTI1 n I ILTI47AAL7 onp� ill III,[ I nr , 2, �,,�� : l0f � 96 ,,, i '1111, , I I AD I IT I I A, 6q, A , T- I P III L, ,� ` I .T IT `1 I L, I I, "Lla -1I I -1 � " Oil i N I LAL-I' I ,,IL, Ill' 1 ''i ii-t ill T& LP'f'­,TTA TIC- i,li,L IIi.TIVAT rkl.114 Ill"TILLAIL I.- , r ft - I T LL111"I"IT -�III`fl (�"-T�,"�"L'I"��llil'Ir��!��� I I" III ArIAT'TTLIii rlf'll�L1411 r"Ty I , 11 1-IlILF1111 IIII, A IL D-1,1L, Lilh rf I I f L�L :I I'la Oa,'Llf ' & � III L I I 4 it Is & F. r. lL11 I 1 , I fli il � A TAL,Nka CIA -TI 11 9 r !I A - N 'A"' I'A Trr' T'7 ,I, 1 ' A T:F" � " rLfQr�t I "Al"TAP" Lr` "ll . I - ' ` 'I � 1, IT IL,A ­'TIL Iii I A 11,111 I T I: TO A ME 1 P; I L TICIIII I ,I ILA" � V",J�� tPT.[j ll 'IT, ­� I" A, 114 IT LT,Trjj�,: il L P ` TV, - r", I, iT 11 I I �� 91 � 1. i , � Ik IT 5 1, a L II -IT -,IiL ll, I L"I i Lt Ili It I III � I I I 11 lip 0: 0, T IT I i ITT, TLA�,Tl� 1,�.�,�'F��M,�'��F'!,-�:l�'�T,:IlI I � "I I'll I Lififtl I I at, ,,,-,, - ILE- ­l'iLIT,j[�L�II,I �: L�, L 4"I 11�,,,,,�""i,I1��l I ,'I I i i �TTI:,�' I �' 1, A ,4 k I � ii� I i ify " ,� 3" ;I I , ' L L I " ILL JiPlft��J' All Ili,: TINIT"ITNTL LILITTS � VI T. 1, A � g - '4 I 11 I � IST RILM all - L� I l, P � . _� II Ill!, _I' -1 1 I iDj, - - � I , I I: '11�11 A A - �Wll I I I A O" A � 'i�ILL , T­ Itla­ 1 '� � IT ITTlILL T�T l it P : �n__ � , ..� � 20-31543 - __ - _ ___ I ­ :� ­ - - L L�a2aaLatIaa­La "' ' ' ' " ­.. .. . . � � :i�g:�:�:::::::::::::���g::�::�:L:j::::�:::::::::::::�� ------ ' ' '-- - Q;;;;;� ---I � - ­ ­ r , , V , S-1 , T ­ ECA� , lit L' r ""I"-- ,��Qla T�lt a � _ � , - � L _119W,L 61, 51 I � T` I �' :I . F 1; 11 7- �i " Ir .11, . T , L i I. I � I Et�, � �1,fjMAV,A a � , I i I I I --m-, __ 1. �. I ,j �� .: n ­­­ . r- � - , I L.] -� il 1_`-/ v,fTFP1QA iTATili_1ALl!1llf� I, I, ,Y'*T11,?!'tA �_INI�RM ±,A��g-jAJ-L­ i � '. ,� I I 14,��,Fii r ., ,� 1, . I . I -IT 't�ll I - 1­1 ��N ".., 20 � 50', __T I T,I, ; �12,2 -1 ;70 " , � I ,Y,. n�. A11,1ji, :, 1 FR,_ ro I I- , "I I .! -; ,I'A All IT � I �5%111 . -0 9 , I L. � " i; 4l 51 IT' � I - . % I �� z - _11.1 , T!_ 1_,m']':�'! - I I- \ ��; � 0, � :, . � � -_ ,� � I --t ,I i? 1�­ � I L Tj, � IA" Z!, L" I I , I - 0 M 6ILTIA"Pill, - i I* IT A i I � ­1 j - - __ - "­ - l, ... _-Z� _. I � P81 f § A, . W'] ' I, 'i � . W, A I " I �4 0 K . . � � i � I I , -1 . I � ,'A - - - _­��MMNI 1i �' V­ . - . ­ �, I tT ` , P�f:77%`jt�_ . - ' I i I �" ""' TP�_ I - ,, "zz . r '��It`;!O- 1, t �, _ - -X1 - i7a ----, -- F-111,11, ­ ij li - � 931EN - 1 31, � _� ­1 - I T I'll . a E . � - � Naa--, i r�I, a , . I 1213 __4 �,t � 1 -4 - -S mo, 11- t _2�1 � 51= , I _ A- - - � I V I � .I.... ­1­1_1 I-, ., :tllll � A _, 2 rot., �_ ­T� � - I -7\jLrT � _ I - ;L ta, - 41 1­ i%ll � �!, I > V -- ­�. �l/ n,, t C2,2C _�._U- 4�,-A'Nk_ �Amms== , Ml HI 't � tLg- ME - ­­ _ �_ � - 1 IPI J� ­_ - 01�u__Pgl _ (pNIMIAm. T� � I I � a j< % T - , N � �`_ __,11 �bli,: � T_ - i , 3-M �� I 1-1- -e iiI I T_ Irf P �0 1 1 5 , L__ T1.3 , ,;U - TU, " I DL I.- - I L___L J, , � OA� ,,. - r Daill I . : _.6L0`;l�%J1ll­ _j1_-1K)'l_ I 4 ,I- -4 I - " I I 7t "" i, I Tilry' , � 1-1 F i ,;,:11�VR5F_ - Tj - " i ? 15 k - � I ____j _r 0� 11 11 1,q- 1 I.T � � iiii r I A ;WD � � iiii r . qj P � � iiii r r_ ­Tll I L --12�507'RAPIIEL CQVT,Ti - - I i . " ", � .1 A . IfT I � la - (* r M - _��l I .1 - .1 11 :l, �,4 � Z, ......- _... I Elf' - I -Ell I , � i . r1I 14F, 1 1� T.5,�y �§, III 'D ,T,TT " "". I �w I I J, Tf'o , 14� "T t � 11 ll � I I A , � � I rre- - � Q i Q) ,,, , - ,lial-I.--, TT- a�,,Zl .1, ­­­1 I I 6I �Ii R� I ,,, I, I �l - AT I % '. L � 1 4-11-I5101,01 raAl , , IT - �-Qqfy'­ - Ill, I I cl,; � , - �,, !, , )90 1. .IF � ,,,,,il� _1�15 L ft_ L T_jl__IL� i - � I � ­L�j ,,lAyr T� (A TIP III I""Dil " V�7 . --- 11� _. 11 - � - R. , A.M., - I I A�'j0jLo­_`n' _T' 'PqAT i, i (&I' 51l '14 illim . - , - ,,).'fl__3jM2A_. I . !16'll i ba - C_ , . � ,7 C �.o � - , ," Ift � � :f * tT � I T , 0 - - W - � ,l U, , ,,,, -1 0 3:11fil " � 1[ �t,�I;,, 0 1 � � - Vli,�;�- L - � I - . PL, L - �L = . __�> - r -T , 4"'An 9 P 1 ,,,- - � " , - �,C tZ 14 - I ­" 4TM'T I � � I �` I �� i "I I � �, -ar'. "' I , ,�l � T� 1_, � TT =,_ T I � z � ___ � _j _ _ __ L� _ � 7I �­_ 1 T i:"_- --1 7 1­ _ __ NN IT I ce 22-0 � -1, ­L, - ,;j� lL.U''' PIRKIRMIL 'Q , �11 _/ I . I - _. R , � l-, , , " 1% r,litk& -` I Nil I �I�,��,�2-` 7FAT I - � I , fl� ' HiX MUFAM') I 9 I N", � Iti, �_� _11 ,, 'A - 1, I 5 i 0 -4 � T ___/ �%,ia, -,C,aDL­Vro-,TTC al-," 8 P �, � , 1m,61- IT � ­T, - __ " TIT- 41,, -"----- - I 0 a E ,I � ­1 ull 4 11 I F `5 t' --i F` q'I'al' i I z r 'UP "" I /Lt ', ' Zz� li � kf�E - 3 C 'j'1L__' _--t L�-_ - r L , ,L/ Il ;,��"­ r -\��_I X7-\ � � t i - - ." ATT, L I . . 11 111, . , ,I I �I­ "I � T �_ - : 'n) �� / ,^_, ,.�- m AV, � k T1 � I .. t g � - -, &', , - � A l �' , X, "' " T, ill ,, �II�5 HILL T-TICT IM " TO ,I Z T - "L� ., a � - � ,��T' , , �_ I � "I _- : - , I r "I W � r. ;1 11 - 111-ft-it, F_ Ill � 11 _� I IT J�=741 It att� Z� t a- - � __ I -,�, ,r, I , LlP - - - r, " I _, 1 ��, - 81IAL"�'Dll � � I `� 'k �� 11LIkkilLar Or_117�0l_E 7 I � , '� I . � - �, T-Ir I 11 Ill IN � - 1,7 ... � i -1 t- - . / , A, ­,� , a,, -1 / .-I � 1 "C6 "' \ :r 4, �� 1 "ITI-NIT(LIf- j ��_lq,qocm _j �­,L I �, I- ­Ijr- I .­;­­ 9 1, �TLT r, . �­ , . . -/1 I . i - I'- %­ ­, T� ', 5� I— ­­ �­ - - �_ -- � r , EMBIED - SA i .T4,1 ��,� �I L'1T4,r4,Z)t �f­­7t_IA4,A,­_a1Lrti - - I- ­� Altl II-1 , -it l, - -1-1 _W_ - - I � . I 11TIT, 11,11 I - 1W`-n11A_r­i­ I r. I - - " ....---- llW - 1,111 T'll-, ,A -VilliP I, it, r TIP IT, - I Wil - ­11 A, - Z, I I I ,.,TJ­,-T, - 311 IT— � """ 1W /_1 :�k �_ - , ILLIPLAP -1 =� �E ��� A �� V��To­_l "I'll "'",-, ,,,,, I i''i 4, a 11 11.1. - - ,7 � il, I I� : I , Y, � - -- Di � "AT. I/-- " "I `A, 11 f . " �,_ 1, I I. ,;�`T- Last ri) A ll�,L,71"� ­­T!­l_t,lTLT. aw I I _� , / I ." � -1 z , , ; 41�_ " ­;. __ -1 \� . ,.T , !�,,I_ _"T " , 1 -�T.`."R I -�� I/ x I_ I I ' - - , _­ .r'774- r, =j� ,5 - - "' I " I r r . � A I lNNNN A � R ,7 � __ 1A. I � r !7''l�� �'L,Tr,rll _­�T'�T " ­'; '�' \ I , ' T11- , - I T'r E6119 1 I , _/ IV ,4 1�­I,_ I iZl ,­�,, .l I i � 'T`­I­­t:�L - q- _AA� - MIN &ol ��_L ,T,,Il !_t ,�f' 'yj �� i IT, IV I-- f tl��­ -i, - L' �U` I �­ `� 11-- ��,,�;I� _'_, ,11 �A il, �­A ,I � I- I igl_ -r .IA: 'O A­�r I T �' I, - :1 - ��,� , �g)atq,,, 'jIAnpLItNl 7 . ilo`liirn��l IT' . T. g­II L, � TTITIILTT­IL­' 1, ,�� Ili, - � (j,,),j�Lt U'l;Djr_LIDt"�E't__�T­_­ 'F '11IT IT 1 1 r ,T � I r A I �, n�z-, Z!� .-It ..... I--, � .. LIA-1 11115z, - I , . � I ' 'r ,:TLLT�.I��D. - � ANCHOR SPACING SCHEDULE L.Agi�--,�-?' 14 i,�A,Li -AM al�r PITINEL FA51 _NE 1I A il 5' CL IT - . - - - - � � , .. __.- -.-- _______ _. __ I - -1--l- -.1'... . ...., --- ­­. - - - - - ­­­ __ ­_ 9','4 E 'll.5" EDI DT&TANCIE 314` Jill DISTANCE I � - - --l.. _..._­__.. ­­­ .. . � ..-.IL-. - ... ­1. .7-1 � . 7. - � I - ... - ­....., . '.... ­­­_.- - - � 14AX ODSVIN VAIN RIA Ad T-01 I I P "', I 4 I qll`�Ak U Mil - I, � 04" "ful VITAL Till ILL ill, 1:1 ­­ -:1.10"R.J.P. 0 I I AL ip IIIIHAIIIIii AT 110-110 I VA h I �� , I � I ,� , KNE"ok V I ,,, rinilliAmillike sQWqljYV Nil -­ mel -1 ;� Aocuoa anis"t t"KnIft AYAL TYU. ONA XIVA I - e 11 I? TIAPI I 1, , m_ i-, 1 ,�I (� 9i Er. , TnIss 41noll � a2 ­LI " TL tz CTT C., I �, .. A _Lsl C3 Ql ,.r,-1 ,"a f-� " ! I . A) -1 t , - I `T T V CI MWL 1 1-1,51. IL4::, *1 . L " ITra a 5_1 Ill, AIr 4 l - -I,A1,0 I� I Ilt"' .�L:: , 'LI:,j�gr r TI-IL , ", �_Xl I TZ.." 16, V 9,111 tli� Iz F I ,I 13 IA I), � 11 (1, Itial' A",vil, 145'r IIII j l i ill I L , ", � . - , I IT - � Prtl�qu lz�ll,, &Tr, , Ili-,,- F � 5.511 1z - 8tv F-T, ii �: . ". 4A " R, " I,, ,ALIT, _�V Pa., 1� I'Ll, Ill la.jol, IA a', I �TL � - I I . . . . . - , �� - 'Lnan4I __ I-- 11 ��::I��� �Lll aDi� MCI ii V 'ji 6 �rr� E , v _kij ... I 1� , I i ... -11 All . 3 4I ,Z-Z�., tll�,I. �M2­ ­� - - .�` IbL" 1: IA,' ' l III I2 AT' T lit 0 ' � 4, ,' ' A IT ' RE I. �� 11 2-!" sd ," I $ , ; 5_, 1 it a�� � I � ��l � 1 a��_I' - It Zj __f4rT �­V v��7 I T, - _ =Amml �11' � - " a7 F � I - 1­ - Il t- [ SA' : 1 N a- Ilt t ' V V I X�.� I U �_ - ,� � ", , , F i � - :1 Li� -_ ,A 'IT ---- - x - - "" - L25 � � , iO - T2 I I T 4- ­ . Ck A=, TO , I I ft Ai I " er, r i__ - i 7 R. . � I . r 6 u* �43 IT' 1 4 7" ,,LL" 14 Q " 6, .I , - g L, 'Ge � -I A3 112 A- - I', LIT," Is Ia, tA 5 , A' r, S IT J119" - A , -,a -7 iTT_1;7 L ,,, � a. W F Jn�., 3- V x - , . a V r v4 Intr A __ _�sj­j_jj ll I � - - 1 2., LAA�'2� _11", tLi,:..L2,, � " At 1 __ ­ i , HK . _K__VL1T._1LTT`._1,. "DITAI TILM 'AI AL _JLA�r, 7 ," �,�Kl 12A`� 16V IzAl, � V ' " ' - � fl, , I � � _," jl@ t :t _ WtQla�%awoa 441 1 U��' .I� 4 1 1 4 � R' ' [I A4, � �ZL T Z� I , 4MIL, - " A;r ITTO" I', 1 �A 1� A ", I 'Di1r: i 125" 1� �:�_, .�tf,. 1� � V . k ini TIL'Y­ -P- I � I T1, I 1',A A— 36L = I Iril I Ijr T " 14, Ir I 9-1 L, N � i -0 T2 5- W D' 44 i : f . 1 ]: E IA i M1 12" 5 IT �,�-' L 5, ilirt' &D� IL'C' U F, - - E. :� � oT, �,D S" ,,4 fj,� _ 'r -is- 93=30� ati A I � 1.1 IF ,I , , WtIE lax ai-� Li 1 of" ,A- I� 'll Tli'lli, �,AT- a r � , .1 a C� � R 2 1� L�, �, 1ir p " 1 � I, 0 7�" "I ... r- ­ - - � L ___W_ , t 1.1�5` 16XT * li� � 14,5i, ji; 4rr ,,.. � a : '. LT e a- 12L - 1 )$ - ,� - . - t 71� 11 - TtILL A, Ir A�W t, I T,G,r �- T 2 ,�� q, .. - = . III I T 4- �_ �, , -� � rjjD I" � 4j �,� �L4- I' V I -6 r LN 'T j- ItT�I A �a�lt I AlIrt In ill I3 A" E . - a , 11S, liNt- , II.J, r. PLU 7�5 I - , .1 - I- - - - TV r , - fD IT E�� �IT FIT =�� i 1.,T� i� � - i � ; ,i-,"., ill '� jj �Ti j � ', Ill T I �� N& W ,;tlIl" ,.� 'AV ri A$, 1� , i. ` , , 'n � I �4� - I , - a- - L -- �� , 'IT ,yL � JU i&_M 'IT frL Tit �' l, ,' 'A 11 1, �16_r, , 25 e T Li u 5 � ;A r5iiI I 5 I I f A �, � 'I ui-is" , tz_5" �� I T, - - - � &,Z� ,-,_ _� _ I ILL 41 IV' 11, � .1� iq - - � la a DI , - II, & � ,�� IPA I o� - � _� � lI IZ 5,1 jl�,R' , ATTI j?, FIT jq __ __ , __ " _'_ 1, � rtI , I ta L L, 7 tT �, I, ,I " i ;41� Izoll, _ : A. SA' * _. .2 ,.- ,, � , - -_ ULL21-4- I , I"- " " ILI -_ - .'. I * *a It ,-N-E, , ., � '� 11 ' � t � -ImA � 71 'Dr , , __l1 , I " ,11 I - �� , 1- JIT I lzr " I A� a I , (L T� - , , r G IlLs" lifflV 32�5 , � , - I I , , � - L=t filllh, - __ __ ­­­­ __ = - - It #/ T "I . - , lt, , i ,a 1 , AT. r ly . w3, on � 3, - t, I - KRE 7 f �_ 1-1 - �LerF-m , - I ILL i I , U lL , NiI I 11 Tr t j ,.r, 18 ", F Tr 1.,,rll I 5 M D' J'A , " T, i 1,D, � - :xjULIAL = u 3 0 � I �Ll', 'I I " i at ill, , ,-� L " . . r., I AL D1 It r'l -Ili�!, - I I , i . �frjr' . IT rl z . IT . � - ;a� a I A It . �, . �,rj rl . IT rl . IT A, 7 It � A 1%5,1 I ft, I 5S N'; I 41 -Z � %.3D� 1 W, II S' - I . A i'-. L 4 TV` I A T' , , '7�. ___y - - ---- - - - - - I .. ,L " FTET.- ;�I,r":" ,� - , . 11. -iK- N___?_L4 7- ­` ___tIL�'_* ri?_-�L�­­'D'_ < 1 - - z �$ L_ ,= A :L � ; -it , a, L" " , 't � N. V It . M C 4ii ,,� ,,, , - , __ 'T N*4 12k ,�-§ , - Tr 7g 0, �­ 5, ��i a � -1 L�� I F 1,T I , I A , , , ,; Z "i i �, � - 'r I. - * ..Illl: � .� [ L U � 1 ��?. � L t� T 5- -� W a '2� �4 - - � 4,7 4L I' ,', 1 _� ' tZ-Al 4,7- I � t� i� _710111111111111i '12 �, nil;�O' I 1 - L _ , I - L _ � , 1W ill A TL 1 4.gl ,qI311�1 IR T, A- I ,,, , 3 � � _'L 4 ,T,r - I 4, - L �'Z' i I I , ,IR ,"' ,4 V5 - I'I;31 � 9 s " a 2 A � __ -------- - , _". I L - � Z. Ill DISTANCE - I , � t­ � , T, 'I, LUI � N29- T: - ' W :e x " T � C21T DLr11 " 6121411 ?"' 4, � I I I ,- I -, - ALIT I'll I I i "? I � , , , ji" I __ " - - E I 4 � I Ill, t : "' ' ., __ ANCHOR NOTES� - - L zr � . , = !� :7 ILL Q-=A"Nowl az, Ill 1�111 , L, l I � 5ciitalilllj� VII-Ii `r0nLLV,,N_VV-_-1-- Q�IrtPli RINI BUTIT44LY ---IwX--s V11 X g f, 11 , Nil. _r, , . K - , � I , , . -W- I I ____. -_ ifi 11 I" i 'I ,il .4V1r,1Al NqWqLA V,NC_ ,, KAUM411AII S"SAND '� S . . � A 11 r -L T LF I zl� ki h1,,DtRtaV I, r , _I,� ,­­ - Lo "', ,& 11 6�5 , , I .1 Ak2S:r ,t T" a itt�-P'A,Atairr�t�tts�'At.-A-Ptf * t I I " , � 11 ' - L.,4TCF,"U,wr5alm"�E�ast�zot.rAp4v�LFAI,lt,��E;EE'P�C'JC -4�AlT$TITCr,nA=u1,LF I L I � ' .:t - 4 ­,`aA.­5I1l11LlTi * " , ` I'll, ;NNTtWLi,itiRP,_1Il-_ ,E�f��Fq��%iq��v,�t�--aD�-;K�TektFtkvC�aZ�iAL.��cjfl��,ATIV,-r.',8t,IC�, ce .� :iTT L-1 I zv_', - �,i.l�..� ' ` .N � �� �' 12,1L51" $3" I -� SPAN CRill THAN LX QkjA_TDl5,IAIVf7e1RSPAV4lll , I F __ q �-Nwwwl - �o 1, kOAV ON , I TER All SEII-INDF UJI I ti�!� .I il . .. T,r I i�, C� ;:F:T1,A,1X_ CONNEll TYPE 3i ON allitOfi M%linrl A CONOt f!0N Ol��E AIDILIN T", NI- M,r,AILE, tillill T � ­'. A I . � - x �� , ­ , TI 17�rl I"r D, T�yl 21 A EBHEET �. RD aw < � I., r"Ll I I -I T T,41 � ,�� 1,ir E &TV AT.", 1�1 _RfRI JFT-,,4ro�' ,N OF V4MI �04 TYPfl, NA 4 6 , � �T I 4Lj olpil, % TAT'll,'T +4 , I i I ll��: A1, � ,4,01, rr 25I �0111, 7T 1'r, Ir 'RANG �'-A51ENEIRS'AAESVIC-1 Atb IN WINUUN('"ON ANTH AI Nil "`�Mcxrl : _ I � - 11 __ t� L 11 .1 _ � DL J� , -r - .r -,r -If, _� I It 111- ML 111 , , , � _ ir -rRQx:x, ,_ LK�'Ela Aml El - i d� 5.25 A.0 PN4FL FA$IT-NI�rL$Wram- TIAME VA.T&__5,,, I� ti ill I- &,,Il$`[ �,P�' _ AT,- 11111 - Aho Ttir�44�PLI praLomr. su mmuT -oApiric"s y < ,,, ,a --- - I-— -_ I I fl=--*"- L - IF �_s' to I �,�­ Irt' II il 4 I" I 4-0 ' 1 4 ANCtior'I 5HAIJ, KE jhtXAU.r.,n IN xl=�'Vll �AIT It MAULF"Pi ii n At-I�,;NtIzArDrLDA:- I j , r 4 N2N "I" A,a,14Lt' I- . I I'll"Ll Al 1-1 t, III Lrl' UL 7-9" IRV 1191 -� N-t . r U � 5. Wil 5L_,-_N itilil �tTROCIIL� W-AUL CV00nii rr� A�Tm Cn., liu�,T;K, �, __ % I & M'"mom EMELED"InNIT gi--m i- El &-� Nil in aluaI'lIp. 50"Fou F., i I I i i Is I - . L 1� niptla, 20, 91, I Z 5, ­L�'� , , � f," � -5, ,f,r tZ5'F t6rFI4 'IV I &-I' - - 6 1� WN, V;l - _Al�lllki AR I ? ,I _511. I I I � .L% iLE, ..'E! !!: : , !�­.'Z; L'L: �1 "I ..... - 1116 0-- iiiRmil k 81rVV`i All MILlr np�,-K� EDIDL,4 VIA � 5Ti N, AND ,Ili- F * f*M ��, F12 1 .. 11 - - -, 1-1 Mlli W4L L- FIM5"r- %�,l 9E UMLI ltit� TO ,V4' TAIND Cidt ISMALL IAE �PID VIPTILT EIr 0-1 'I Li I k"A 73- JiLi- UI. I -FT, TI,A a - 'L ,-4 . SID f h il I - I 6�_ - All �, l.? 9-7- = A r rrr 4, - - �� � I 11 . Z!, �j ��7 , I . - � r I I � � It A " �" , 'I", 'i L "E"i lvi V, 7 " i2 -4 ` "P75TRI TRIt - - - �I _!_-IT�&,�r l,4. T , ft Z!i - I __ - ,�, i -latt, TI1111POT �rl L�, I ­, ­ ­- I - %H D-1 - - ill -!E.--�.,Dol,',W,�'t',q,,F,L�',Jsl!UGC OtiS. AD,' Valn' Dilr�i "" , IV f m­ VERflff THAIT ir��,IiFV 15PREP,� AfLE JAlT'f,�ADfJ7jA-T Vj0Q,PfP.Am1M Mitmi xc�t P1:1WQQV Im"T"1111 -1 - �T" ' , �L �_­_ A 0"' ! 2 I:- , .AIL _nLI-iT I tr� t ,, ,� � Z$ I :4- . - - �It�i 'L � Z I V � 9-1, TCj P-M.-OC D .'s AcmptA ii Us ,I FOR ��w E� C I P z P T(r­1_ Vz, �Nzt 11 .- �, 4- � " 'ri,5,;­ I,,- i; zr` i � NA4. .�& � ii� - .1 . I � It I i � ja i"I'll A, ll`�nOX,4� F,�TEII -0.) MA Ui bt VLIRAJ��' t N AL � I'li a Z:� %;I , 4, It I5= r Raw ill v,- ,EIDZI -fRA'af1i A_� -iti-E # I 2 r __ 1 3� (y,.r tt T ll " � � . _V" _ ,Tp N � , r , t_zTIIILit� I�r I ,� 1 I 4 'Tt I if - , 4 1 1 * - =-, '" 5 T11: o 6 � CWTiFlit OF NOMARAL r 9 In ,li � VOWO 8-0 D kI 5XClEPTA8UzF4-RLlllil I ;. - YEN,11TY LaNG-5-%l I ,A I FRAMUll ill ',TIP'9�14tt, BF 1-iNJITrITERN IlINF-C-0.55 OR G ,RELk1QI P W � :1 rl­44,1,1,'�7k�T PLfTTLAjPF PANI TI7,4r, Q,lt HF,X HiEft-n 4 �:� I 1, 91IMI "LF AIKIII: M-1r, Ext"gal "Ml Lf_-�,, Al I T POI 5 %'UD-5ff a URAM BU5H W - I � �' � SHILJ, V.A'V� VV ti � PA 155 3 W, o I1,E aglu I g - , ii-lijilaDifNia , L%F­nlo� ­ M M P_1dQ,ATi151AF1lV OF ii Ahlu�-_,F III iv­r.- ,, AI r �-r ,*�& A NID; NEPA TAU56 "MI. OR WAFlill' 000 r-I'VeAhl 500 ) U TiAll I I -'Asa f�mj�L,Lll �l-,.Ic�'Wk-alHrp,v4.�,�---O�'M.�E�7� -0-31543 0. ��.�-f,.Irrf,+O�EtfAWtAM3ff)i;,�M 4,, NO DFOGNATES V,jCR(�R1X�iQ1tt*"E�VHfl0i ARE WJT 04x_CsFTA mElLis­'Elo. - I� ,I - - L ,, * oltiltc-1 NIOLINT:vNi�q,"Vill,ill "ORRIMM1311ft L6 U"LIIRVII�rrpl["Ll�-�l�lfql5rjrl7p'fR�STr�OW,P.�i5t�y�[TTIJ'r�-i�ANCF.pRZ�,��i�LI;ULL-�L�,�,-FFA,:V�l I T[.W,E sIlEET i" - ` 5T , r T � � C�I L� IF , i . ,-$ 1 � -j I &'al i 1- T 1, �i - etit ",.IiLA�� '�'_ �NNN-Tso .r'L � 'a I �, ,,, i - - "'�CL',,r i'llitiff-_ L� � �� ­'. � � ' - V� _. filo uteNn . __ - LL-� 1- - _� � � � ­ - 11 �_ -I I - . , - :_7 T N - 4 ffLl4 '� Z� � I I =& ­%11 I a ` - 1, �� . _-, , �� T� - I - �� ! - BFNi�i I - T�� I I r � , It � -ANN - I , I � __ L LT'D at'f�� � r - �­, I _+__0 a) _+__0 a) � a) _= Cn -0 -I > a) 1 0 C) c- -I.- = _0 E) a) L_ 0_ = 0 a) Q_ 0 L_ = M 70 n . . - 0) _Ill L) a) .- Cn a) lt:2 (1) -0 C-) 0 -0 -= _a = 0 L_ - = 0 a) 3: = = -0 E: - M 0 -4- M _0__ "_ M > Ln a) L_ -4.- CD . = Cn CU ,+0 CZ -I.- C_ �__ _0 = . - U) < IA z PrIA 'A ; JUL 2 \ I V . 11 V irtuat Review Nssisb"'ll Pians eview compketed and appra4ed 2g2o fqC 7th Ediflon V P �11" ,ebra Anne Klahr P1,2300 1 tor cum 3nce with the (n _1l L. a) (D _c_- -+-1 W CIO > 0 L_ W 0- 0- < (D -4--i 0 = =3 -0 M 0 L_ 0- 0 a) 0 " U) cu " Cn =3 LL11 :E z Z� < _j 12- ' SHEET NO. S H 1 ,5111111111111111 Whr" CEMENT I'1ASTER 12 t,& DPYLOK EXT VOINDIDW 41 SFALANT JOIN'l a,ITSIDE EDGE OF VVINDOW 6UGK­---­. 5) SEALANT FR(iM WiNDOIN FRAME ACROSS WNDCrN BUCK AND EXTENIDTO MASONRY 6) T(X:)LED SEAI ANT BEAD RROGING CLADDING AND WINDOM FRAMF­­ CMU - MASONRYFILOi K APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALAT 14 TWINTRACK 2.5 3WGEMENT PLASTER 12 MIL (mini DRYLOK EXTREME APPROVED FLASHING TAPE N, 1BEALANT SOCKETWITH TO OLED APPROVED SEALANT I SEALANT AT WINDCAV BLX-1',K TO MASONRY _2� SEALANT �kNN'r tNSCE EDGE OF _vMNrF AS FRAME A1"'TA(,fif: . I D 2R f,',C REQUIREMEN f S 3) SEALANT WINDOIN FRAME R WINDOW BUCK ALL THE WAY AROUND. INCLUDINC ""I-t JAW SILL AND HEAD DE TAIL WEATHER RESISITIVE BARRIFR a'j WEATHER �E BARRIER & ARtLY SECUREE WOOD FRATME. CON'ST14 EXTERIOR _'zELF=4iIDHERE_0 Flu HIR SHEATHING BY LAPPING DCWN ON' -ASTAND U. WALL 6 IN, WEATHER RESISITIVE SARRiER SEAL TOPS C& X115 LI N DE R DECKiNG (SEE DETAIL WPOT ED FLASHING HEAD FLASHING TIE, -IN INSTRUX"PON& 1� Cut, fold up & temporarily secure weather, resistive barrier above header to allow for lbshing instaUation -adhered flashing plus head fia.shing under N Self 'weather resi, ,live burrier 3- Fold weather resistive barfieT bacK over head flashing and seal v4", tape (2 Scale� NTS SELF -ADHERED FLASHING FLANGED WINDOW wpol FLASHING iNSTALLATIONAFTER WEATHER RESISTINE BARRIER I IS' NI-il-T LASH OVEN BOTTOM NAIL�NG r-LANGE Il F I," I rE CHN ICA 4.E r-i-ER LINCHEMYW A ZINO Sf-1 Frkr)l if, A ED F 1, ASHIN(3 NEAT H E R tR' E_ A WE UAR F- R Sf--'LFr_AC' HERE D FLASHING EXTERIOR DOOR WITH DECK - SECTION A i-.A ADHESIV��[. 1 C)SE APPLIED UNDER THRESHOLD C)r` [)Ot A N D R E I-, N �JPJAMB 6' US L11- NAH_ BRAT-&- P_' FZOOF CAULK!Plr�, OR FOUAJ i1%IEATH­R SECTION -A (SEE1)ET,ML SELE-AuIDERED FIUASH SEAL Ti,)PS OF �,,NsTS UNDER DECKING (SEE D__TAII, WR17) rJkFAfflWr_ WINDOW LIN11" "G RE"""' 11REMENTS --- 000F,`I ROUGH O'PLF NiNG F L AAZ'*": ')' H I I A UU SLOPE C13 in, 12�O in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 Cm � 30,5 crn) include flashing as described in Section R7034, C 3f4'-4`rSAf A`A_,_?NS1R AD H I- S I V E T 0 B E AP I% f F D U rID,", r SEIL,F-ADHERED FLASHING F U 1 :3 ;,)FiAkND - THf0-.'SI-n1 Q 01 P ET( t R N LI P i ANI B? b ", b A cc L I U, I R703-1.1 Water resistance- The exterior wall envelope s�all be designed and constructed in a manner that prevents the accumulation of water 1 1 EXTERIOIR NAIL BRAND OR EU41),Akl VNE-A NEE R FIN, within the wall �assemNy by providing a water-resistant barrier behind the extenor cladding as required by Section:R703.2 and a means of PRCACF (,'AULMNG draining to the exterior water "that penetratesthe exterior cladding. BUILDING PAPER F— WIRE LATH R70,3,2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTIVI D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior wait's 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 manufacturees installation instructions- The No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the tap of walls and terminated at penetrations and building RIM JOIST appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703 I - I I —_ '" I I R703-7.10 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703-2 and, where applied over wood -based "'I 1 11 '1� � sheathing, shall include a water -resistive vapor -permeable barder With a performance at least equivalent to two layers of Grade D paper- The ..—A 2 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (Installed in 2 accordance with Section R703-4) intended to drain to the water -resistive barrier is directed betvvean'the layers. SELF-ADHEREDFLASHING =WP02 CEIVIT, FINISH SILLI POTSHELF/ CHININEY SHOULDER WP03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance E equal to or greater than that of 611-minute Grade D paper and is separated from the stucco by an intervening-, ME-CHANIC',i%LLY FASTE1,J iF RUBSERZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. ADHESE/E RL IBBERIZED NEEDED IN CORNERS THROUGH SELF-AD"HERE MIT I 4SPHAL TADHE BIVE D R703 4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied �LASHINIG� 5EE FLASHING 5ELF-AC HERED FLASH shIngle-fashion or in accordance with the manufacturer's instructions, Metal flashing shall be corrosion resistant- Fluid -applied membranes -LANGEDWtND0W used as flashingshati be applied in accordance with the manufacturer's 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 building structural framing components. SCORL RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711 � All exterior fenestration products shall be sealed at the with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and W r.f-Li rv�'i_ PAPPE-R TO E_'KPC* the building wall with a sealant complying wi WEND MH1 RMUM 151 A[rHFSPVF AS 3E for the type of sealant. Fluid -applied membranes used as VERT]C�AZIY F HGM contraction, ASTMC1281, AAMA 812, or other approved standard as appropn Le Ba-VTOM CIF 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 vvJth AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 . .......... following: 11 The fenestration manufacturef3s installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturees instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings, Pan flashing shall be 5ealed 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 12. In accordance with the flashing design or method of a registered design professional. 1�3 1_3� In accordance with other approved methods, SELF -ADHERED FLASHING 1-4 In accordance with FMA/AAMA 100, FMAI AAMA 200, FMA/WDMA 250�, FMA1AAMAt WDMA 300 or FMAIAAMAIWDMA 400, WP05 INSIDE CORNER wt-jI06 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. �'Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 1 4.4 Continuously above all projectingwood trim. 5, 5.Wheire exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction, 6_6.Atwall and roof intersections - A 7- 7,At built-in clutters. :LF-ADHERED FLASHING TD H_ HERELD FLASHING Sheathing Stucco Ir /J/ A SFLF-ADHEREL� FLASHING "v' 10; Aw 4, A "�41111111 4 2,' 3" M 1 N, L -SELF-ADHERED SELF -ADHERED 1, 4 FLASHING FLASHING 2 SCS 06 02 WINDOW FIN INTERFACE SELF -ADHERED FLASHING SELF -ADHERED FLASHING — DECK JOIST OUITSIDE CORNER FOUNDATION WEEP $CREED EXTRUDED SHOULDER FWP07 WP081 W P0*' 9 WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the numbermarkecl as in each detail that corresponds to the! numbered items in the list of instructions below, 1 Install self -adhered flashing in older as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can he substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in tile adhesive layer) - for ease of installation and to minimize Scoring cuts 5, Remove all release paper per standard installation instructions and C adhere to substrate using a square piece of flashing material (15" x i�:p Minimum) Fold as shown oy arrows 7, Angle of corner irray vary, adjust folding of the flashing accordingly In. fit tight to corner 8. Mechanically fasten as necessary 2x FRAMEWALL "r,ILE FINISH 1129" DUROCK 84 CMU 4'OR 8'CMU (PER SEAT DEPTH) FILL WITH GROUT SLOPED MUD BED VINYL SHOWER PAN _J I- U) uJ r 0 -,.--0NTJNU01,T�3 BACKER R,00 & u t ANT I.A` STP[P OF SAF .jPA91Ai1F_ PLANE WRB 1310ND BREAK WAR VVRAP DP 1AR8 ONTO THE: V'FRTICAL S,Uqi`As__ET0_TADP QF� FLANGE AS AN AIR BARN:rk F! ANDE 7+4 LS GAP IS A RESULT Ckf NA r0R.A!_ 81 iAINKAGE r DO NffT SEAL SOFFITICANTILEVER 00we SEI�f Ai)iLiEREV fl.,A,10,Tl'4G (SAF-�, 'if 615TA T DRAI4 F-PLANE(DFI)WEAT"ERIf .14 BARRIER (�WRB) BOND BREAK WEATHER RESISTAI-41 BEIRRIER SE LF FURPNO fSr) LATH PLASTER ACA]ZEISOPY Si*AFHiN(i, PLYWCXID, DENSGILASS !7117_7s_�_ "T-5 FINISH, STHUCI URAL f"I.IAMING Si'R.UCTUR& ��ITRIPC)r KA DRAINAGE PLANE WR6 BOND BREAK WRS SF I ATH 7.18" Cement Plaster in accordance with ASTMC926 Felt backed metal latho in accordance with ASTMC1063 Building Paper 7/16" O�S.B Sheathing Meta I Flashing Weeo Screed Installed As Per Manufact. Specs. Maintain Bottoai of Weep Screed 1 112" to 2" Above, Roof Shealtang 4 40 40 40 40 0 4 db 40 718" Cement Plaster Virtual Review Assist, Review compigiled an lflc� 1 ap;roved in accordance with P1 ABTMC926 s a with the 2020 1 8C Ith Edition for ptianc Debra Anne Mahr Felt backed metal lathe In accordance with ZTMC1063 Building Paper 7/lEr OZZ� F' AF -1 sheathing All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede Or sim. caulk for all TAPE EDGE OF HEAD WALL FLASHING 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 CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO ExrEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"----, ROOF SHEATHING PER PLAN W"I NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 3"=1'-0" TAPE EDGE OF HEAD WALL FLASHING 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 HEAD WALL TRIM FLASHING TC EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN n=,) -no, i 'v M z_ 00 HEAD WALL 9 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 TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED \ FLASHING TURN 3" UP WALL SHINGLE PER SPECS STEP FLASHING TO 7 EXTEND MIN 8 BEYOND \ UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 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 TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT 7PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"-- ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL BEAD WALL FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A CU WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > WALL FLASHING 21O 2+� FIBER CEMENT SIDING R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED FIBER CEMENT SIDING PER ELEVATIONS— AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O Q O PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE CU -0 WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � U U) WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. Ca � SHINGLE WATER CU V SHINGLE WATER 0o RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO. ASPHALT FELT, FREE FROM C O RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q O _O OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O L.L TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE Co O Ca STARTER STRIP FLASHING 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 cA O L +r sZ CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE !� FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT I— -0 Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. z SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE ao STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A z TURN UP WALL MIN 8" UNDERLAYMENT z PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF SHEATHING ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN 00 PER PLAN TURN UP WALL MIN 8" 00 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE �r �r BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING PER PLAN "' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 6 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. 6" 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 HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE - ROOF TO WALL - SHINGLE TO SIDING W P 13 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 12 BUILDING STRUCTURAL FRAMING COMPONENTS. 3" 1 1-0" SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL mi EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID-APP! IED MEMBRANES USED AS FLASHING IN EXTERIOR FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE PER ELEVATIONS FOLLOWING LOCATIONS: TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 STARTER STRIP STARTER STRIP «� 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING TEP FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE RAKE WALL S EXTEND MIN T BEYOND FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH HEAD WALL TRIM FLASHING UNDERLAYMENT THE FLASHING MANUFACTURER'S INSTRUCTIONS, WHERE FLASHING TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER AND SIDES. MANUFACTURER INSTALLATION 'Z' CLOSURE INSTRUCTIONS 001.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A 00 STANDING SEAM METAL 00 REGISTERED DESIGN PROFESSIONAL. 2 Z Z CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. Ju L STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ROOF UNDERLAYMENT TO CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH TURN UP WALL MIN 8" PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. Virtual eview Assist, Inc. PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. Ptans Review emplete and appr dit►®n 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO compliance ith the 2020 F0� 7th CONT SELF ADHERED 'ior Anne Klahr QX2300 FLASHING TURN 3" UP WALL WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION, by Deb 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. ROOF TO WALL - STANDING SEAM ROOF TO SIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL WP 14 3„=11-O„ WP 15 FLASHING AND WATERPROOFING METHODS TO BE USED. U) CQ a� 0 � cn Co 0 U 0 L O L � 0 N fJ cz w � z z J d SHEET NO. WP 2,0 In- a 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------- COUNTERFLASHING CONT SEELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR-------__ TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 3"=1'-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 SCRE WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING-----_ CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING 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 2X NAILER SECURELY FASTENED TO DECK — ROOF SHEATHING PER PLAN --- NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION Ag -RESISTANT MATERIAL HEAD WALL 'LE ROOF PER SPECS RLAYMENT IINGLE OVER =DGE SHEATHING 'LAN =DGE UB FASCIA ADHERED WRB TO 'LE OVER WRB ON BELOW INUM BRAKE METAL WRAP BACKER ROD 'EALANT --O'J' MOULDING OFF BRAKE METAL IN -_O ON FRAME - 7/8" �T SAND FINISH STUCCO :LF FURRING LATH ON 2- ZS OF WATER RESISTIVE IER COMPLYING WITH E2556, TYPE 1 (TYP) 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 8" ROOF SHEATHING PER PLAN 3"=1'-0" HEAD WALL WALL SHEATHING PER PLAN 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 BLOCKI COUNTER FLASHINC PAN FLASHING 6" MI ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"---- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER 2X NAILER SECURELY FASTENED TO DECK — ROOF SHEATHING PER PLAN---, 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 BUILDING STRUCTURAL FRAMING COMPONENTS. W P 17 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS 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 S;LL 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. N N cn > S U N L N � O .� M - CU � cn U -0 'i c 2O Q O CCU LL 0 .� cn a)L cn -6--' cu O L I— -0 'O cn cx Q It a z z W J 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. JUL , 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 Virtual Review Asse`• COPINGS AND SILLS. Plan Review completed a 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. tar coo, liance with the 21iI 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A by Debra Anne Klahr 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. W a� 0 1 ZZ23 iapproved BC 7th Edit X2300 w z z a cu 0 L CL CL U O L. n N cu m 1 SHEET NO. WP 2,1