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Home My WebLink About6450 Back Forty LpABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL - COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP -EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQIN -SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I ❑A = STAIR CALL OUT FOOTING CALL OUT - C = SEE FOOTING SCHEDULE O= KEYNOTE CALL OUT PRE -CAST LINTEL CALL CD= OUT - SEE LENTEL SCHEDULE LG-2 LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 4z: ELEV NUMBER SHEET NUMBER EXTERIOR ELEVATION MARKER l < ELEV NUMBER 4 A15 2 SHEET NUMBER F----ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER �\9�----SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER `ARROW SHOWS DIRECTION OF CUT 1 All SECTION NUMBER SHEET NUMBER - --LOCATION OF CUT SECTION MARKER THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. E t4 NARSM LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2382 ADS VERSION DESCRIPTION OF CHANGES 1.0 CLIENT CHANGES 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED 3.0 MASTER CHANGE UPDATE 4.0 PERMIT COMMENT REVISION 5.0 TRUSS CONNECTOR REVISION 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 8.0 ADDING K, L, M ELEVATIONS 9.0 ADDED SHEETS \01P2.0 AND WP2.1 TO SHEET INDEX 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1ST AND 2ND FLOOR PLAN A3 STAIR DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1 ST & 2ND FLOOR ELECTRICAL PLANS A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL PA 1.4 PRODUCT APPROVAL PA 1.5 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS WP 2.0 WATERPROOFING DETAILS WP 2.1 WATERPROOFING DETAILS 113�. 21 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FOC 7th Edition by Debra Anne Klahr PX2300 N > O N CD 1J NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. M N N 01 LO 00 • ... ,'yam � o C� z a Lu W ` O 0 z d N Q� Nam- i ' E o C) M m d NU ° O u � W ` DO c p 28 .� 75a:8 R a 5-ft .Ni Ln L wp° UJ E �N m Q 0. w W~ W J W 3 O z 0: W ¢ � J'0 0 C/) U. U- J ° Q¢_ 0 Z �y, ti _ z 2 J° f- Q Q �v�m�oZomoomZ,�° Q '/)(Da�zww Zro LLW<0m� O Q C3 Q LL �w i O O Z 04 O� U) 5 ti 0I.-:ccyiO Q W M CL F_ x cM N � z� a' � 00 v w co J 9r� N N Lo I ♦♦c^^ 00v/ o -� cy) O �Q 04 a a a N N N ti 4 4 N N 0 0 0 0 0o 0 ai 0 o m ao 0 0 0 .- � O O O O O O O N N N (V N N N O M B 00 M H O N O O N M 0 0 V- V- 0 0 0 O O O O O O ><, - N M 12 � ,a O �- m z Wti z oz w Uui Uo �//�� OWW O VJ WI- Q =m= (`J �0 z M %"Mz c'V pa<2 UU)z =a cs LAST PLOT DATE May. 9, 23 zo J COVE: SHEET 71, c KA J fM 081 PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE 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. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL 0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O 1/2" DP X 9-1/2" WIDE RECESS 2O 1-1/2" DP X 8" WIDE RECESS 3O 1-1/2" DP X 13" WIDE RECESS 4O ICE MAKER LINE 5O SINK - KITCHEN 6O REF 7O WASHER W/H UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM C FOOTING LEGEND TAG TYPE SIZE REINFORCING O THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. O PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY OD MONO FTG 16" x 12" DP (2) #5s CONT. OE MONO FTG 16" x 20" DP (2) #5s CONT. O PAD 24" x 30" x 16" DP #5s 6" O.C. EA. WAY 1UL 2 % TO Virtual Review Assist, ", /ed Plans Review completed and for compliance w'AnneeKlahRr PX23�U Edit!"by Debra FOUNDATION PLAN- ELEVATION A 1 /4„ = 1'-011 M N O „ uo Lo co Ln O uj W `o o U in CM �! tn MO � D a d M v �O rt5 Q Q �CN u w aN # c L o E � ,cm W LLjw LU L (6 W O F- WI-~ erg-' UJ W YzW z 0 U F �5-J�0 x�,�ogo cr z o oWxloiowo98°0d 6 a 0 Z WLL W _joa z�og6zo QoW o Qoq_ g'-� Wz oQ aQ Q i O Z N Ow D : ti F— cM O Q M � � U) - f-'Wa_M 00 ZUH ZJ0 W O (D N N N N N N flL N 4 - 4 v,- O N O cV O 0 0 OC 06 of .— CAD 0o0 N O O O O O O O N O N O N ' CV O N CO O of r ob O M N O M N O O p CD O Q Q N��oOC�0000 M It Lo N I I LO O 1 ti ' cr co Z Z -_o Oo owe O cm V��a �� -0 Cn zwMQ � t� =m0z Q N �Zw J }-mzW rn CLzz" w N O_j2z �Na �'LOZ Z z Z FQo U oUg � �- 00 l< z Z W cl) N S LAST PLOT DATE May. 9, 23 Z+-r O FOUNDATION _I PLAN A B S6 S6 0 60 LO S3 8'-9 3/4" SH25 HD AT 7'-4" EGRESS OWNER'S SUITE 13'-0" X 16-11" 8'-8" CLG 30'-0" 13'-3 1 /4" (E�- 2869` / 00 1/2" Fw 5068 SGD M O BRG �r WALL T-11 " LIVING ROOM 15'-2" X 16'-3" WALL 1 8'-8" CLG O N S3 7 5/8" T-4 3/4" 5'-6" 4'-6" 14'-2" NOTE: PROVIDE 1/2" PLYWOOD 21_p" DRAFT STOP IN FLOOR X8 WA L TRUSS SYSTEM FOR A CPT. MAX. AREA OF 1000 S.F. TILE TILE (PER FBC R302.12) DRAIN KITCHEN ---2 6KNEE °---------- SHWR HD co 9'-7" X 14'-2" WA TOP & VALVE AT 3 1/2 w REF 8'-8" C L N 6 A7 5 w Q BRG uu rn YcL WALL . C CAFE OWNER'S „ 2868 RANGE W/ - 8 -6 X 14 -2„ BATH HOOD O ii I. -au 8'-8" CLG GG nno:. of II a� .0 S3 TB D U H M TILE TP CPT. (D 1 A7 2 iv N co LIN. DW _ II 1 PLUMB A3 STACK WALL 7 5/8" T-4 3/4" 3'-7" 1'-11" 5'-8" 2'-10" 2'-2" 4'-10" 10"L6, 3'- W.I.C. DRYER TILITY � 00 VENT cC14 N PANTRY HANSEN D 4 A7 BOX W/S AT GG io= 6" WALL 60" AFF o S3 ES 0 CO ------� N RG S & R WALL N 20 MIN FIRE W/H 4" INSULATED RATED DR WALL W/ WEATHER STRIP �22"x36" PROTECTIVE I ATTIC I BOLLARD L ACCESS 4" INSULATED BRG. WALL — TWO CAR GARAGE 19'-3" X 20'-0" LINE OF GARAGE IN IGPEN_PCSTF0fT---------------I I Ir TIE SM AT 10'-0' \ co 00 �Q I I I 16C70 M 7 5/8" ~ in N MINNI PWDR �• LU '2868 ►� i ►� ►��, nrf� ••-�ABV MEN •- 0111 ram' i�►1 O ,� i 2'-3" 16'-0" 2'-3" 8'-6" 20'-6" 9,-611 30'-0" FIRST FLOOR PLAN- ELEVATION A 1 /41; = 1'-011 7 5/8" IV 17 o b 0 Lo 3 A3 NOTE: SEE SHEET S-11, S-12 '2382' FOR LINTEL CALLOUTS &DETAILS m60 W HQ TIE BM AT 10'-0" m;o W H Q NOTE: PROVIDE I NSULATIC WALLS AC TO ATTIC NOTE: PROVIDE F INSULATIO EXTERIOR INCLUDING RIM JOIST FLOOR AS: 1. SEE SHEET S-11, S/12 '2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE SECOND FLOOR PLAN— ELEVATION A 1 /411 = 1 1 -011 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 R4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" U.C. W/ 1/2" GYP. ❑ = FILLED CELL W/(1) #5 VERTICAL ®= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) ❑ STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 1 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 A' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ. FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 51 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2854 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 SAVE) GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) JUL 21 2023 V_ A< Virtual Review Assist. Inc_ roved Plans Review completed and approved for compliance by Deb aAnne leHlahr PX2300 Edition 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 39A -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 N 0 N rn 01, 2 W 0 Q V) 4) E Yr 'M.Op- O _W r�_`m pco ai 8 }- o 8 w 0- ~ c �,% Q� o � m ~ 0 CL W W W �� uj W0 WHQ X�J W¢2YZ� Z WOiJQOJd�LL00OJO (� < Q U ~O ~O ?0XJZX 02201 U. Q a�a <oX U) 0 Z zW°uwPazU. a. _j<< Lua-�ZgZpWQ z q�Q oLL Q o 0 o�Q LL >t O Z N OW (j) 5 o (]HMO Q � M 11", � U) F—�iIZM 00 Z U F_ Z�j W JO J COO N N N ti 4 4 r= CD N O CV o 0 0 00 rn a CO C>0 N O O •- O O �� O O O O O CV CV CV N N CV CV CA O 6 Op M N O O r- H O N M N O O O OOOr-�00 c •- CO No U 0 0 0 0 � 0 0 ♦ L V-1 NJ M d U') CD I r-- I Cr M co Z Z O W _ LU ❑wvO a--+ (M 0W-C _ W ZW cj�� qr� Q 0 LU = a�n V N Z W >- a�ZW I0 W N Og2z Z `CO . Z U ovg 0 M� W � z Lu w N W O r— LAST PLOT DATE May. 9, 23 z O 1ST & 2ND FLOOR J PLAN A STAIR SECTION 1 /211 = 1 r—Orr SEE SHEET ST 1" NOSING FOR STAIR DETAILS 71 1, loll HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE _ W/ FBCR R311.7.2 RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2xl2 STRINGER STAIR DETAIL 1 /411 = 1 1 -01 1 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. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) (S) MDSTAM36 STRAP EACH CENT�I STRAP EACH SIDE) R�D W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT TMALL TYP. U.N.O. SEE PLAN 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. �3 WALL SPLICE DETAIL N.T.S. JUL 2 1 2023 willuut 111 Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 M N O O U) 00 LO Q Lu Lu w ry z Q nN) (Do^ a cy) co 'N V w aN W U' w ow ui wOH- w�H x�� W�Y_2W z a�__j u) 0 3 a O LLO O LL J 0 Q U � 0 �dXQQzLLLL�z�DOF-¢< OwxWQzOo!O_2mZ= U C7a>Nww�cnLLXQOx_j 0 Z N LL_ _j 0Lij 3wz�wvpa. Qpw �� o�Q Q oQ o 0 o z� �¢LL >A O Z N OW (�� O z M Q WO L0 ILL V if) I�WCLCM 00 ZU� Z? Lu Lu� J 0 N N N N N N ti N 4 V- 4 V.- 0 N 0 CV 0 CD C) 0 o Co 0i c0 T- CO r- O N 0 N O N r- N N o N 0 N o N 0 N 0 N 0 N 0 N Nob L6 op O M T- � N 0 M NooT- 1 CA O O V-- r- o 9 o N L ; 0 0 b 0 't a 0 0 h CV LO CO Cr Z Z — Z O o W Wwin U 5; � Uo �-- -o Q O a (AO Lu Q =LLJ m 2 Z O Z W N 00 �., Z 0 M �ZZLL. (� w N O�<2z N Q U�ZZ Z Z F_ U U a O O Cr z Q Z z J N W � o ,r-- LAST PLOT DATE > May. 9, 23 z _ O ` J DETAILS 30'-0" io STRONGBACK LL STRONGBACK BRG 14'-9 5/8" WALL 1'-211 VIAelEl t � M N � `c) c 60 BRG WALL U_ U_ �a --------�-- --- ---------- r CV I I II I I o "v - —=---, I I I 1 Cl) I I II I I II BRG I 1 WALL I I Lj A --- r--- " " 14- r-----------I I -------- ----_ za ---- - I I I i BRG WALL II II CONV.FRAMED @ STAIR LANDING bo I I LL II B9 B8 ATTIC ACCESS I B7 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) B6 B5 B4 B3 B2 FTF4G — — BRG WALL i — — — — Ir-------- II— I I I II BRG I I WALL II I II I II I —J — 9'-9 5/811 Q O14 � 1 N 2-PLY 2X DETAIL LEDGER 11, SHEET M1 SEE 1 A5 0 BGE 20'-6" 8'-011 9'-6" SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION A 1 /411 = 1 1 -011 0 CV v M �9 CJ1A CJ3A CJ5A CJ5A CJ3A CJ1A 30'-011 Q M M Q U U U U U U U-1063#\LLLI EPA zi U=1063# ___L A6G DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A5 A4 A3 BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED Q ATTIC ACCESSI A1A AHU Al Al A3 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 A5 U-1088# U-1008# EPAW A7G J C3 U a M a U U U 6'-0" 12'-0" �V-2 1/2" 7 7/8" U 19'-10 3/8" 10'-1 5/8" " SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION A 1 /411 = 1 r-Orr SHINGLE ROOF HEEL= 1'-0 1/8" PLUMB CUT '1 � l� *2Xd TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. III CJ1A 04 CJ3A CJ5A HANGER CHART N ti 0 'v 0 00 0 0 N J L = HUS 26 (SIMPSON) CV CD T Total Truss Quantity = 98 HEEL= 4 1/16" PLUMB CUT/ 1211 5112 12 2 r , 2X4 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 FRAPJIE WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-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 = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA F°BC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF NOTE: 62 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 JUL 21 VR/1 Virtual Review Assist, Plans Review completed an- _rr- - for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 Labeled End Mark ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -Bt 30' Span or less 30' to 60' Span Spreader Bar 60 degrees 4 or less 1 /2 I L 2/3 to 1 /2 _ 1 Tag line i span epprox. Tag line r span approx. REFER TO BCSI -131 Truss must be set this way if crane used, Truss is an example, your truss may not match. Insist crane operator sets truss this way. ROOF" DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALK KEY OAD DESCRIPTION INIT. DATE 01 f created from 7A2 2386B A.S. 2/16/2017 01 LC9 JTH 12/13/17 01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 REV. RE'S JRH 8/30/18 REMOVE SCAB FROM B2 JRH 9/5/18 UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020 r UPDATED FOR LCA SHM 1/18/2021 CARPENTER CONTRACTORS 390o AVENUEOIAMERICA G WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT :VAROIUS MODEL :23€32 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC: OTC LOT BLOCK DESIGNER PAGE A.S. DATE 1 2 16 2017 1 LAN# SCALE N333531R 1 4 "=1' M � O � N rn co _ P a -' 1 1..6LU ,'1. 1, _ 0 9 14 '" Uj �, ..w.. 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STAGGERED (S)H10A-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" 12 T.O.M. ROOF SHEATHING (S)A23 F--MTL DRIP EDGE -2X4 SUB -FASCIA • ` 2'-0" ALUMINUM WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" SOFFIT DETAIL 10 11 ot A = 1 _n PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED 04 0 0 0 0 1 0 1 11 LEDGER DETAIL 1'-0" 1'-0" 4" STUCCO BAND 6" STUCCO BAND WEEP SCREED— z ow fV = M 1'-i 4" STUCCO BAND 5/8" STUCCO OVER MASONRY- 4" SCORED STUCCO BAND ININININININININI IMINININININININI imimiml 11MIMIMI FRONT ELEVATION A 1 /411 = 1 1-011 ELEV AT 8'-8" T.O.M. -MID WALL WEEP SCREED -5/8" STUCCO OVER MASONRY ELEV AT 0'-0" A 1ST FLOOR FF '--GRADE LINE 3 REAR ELEVATION A 1 /8 - 1 -0 `—GRADE LINE 4 RIGHT ELEVATION A 1 /8 - 1-0 A51/ 1 2'-0" A/C UNIT ,AND PAD SHINGLE ROOF _n■ii■ilmrl� ■ I, iiliiili■�iin ---- --- n, �ulm�r,�ilrllrr 1 rolllr�■�ixin n 1� ■■��■dii�■ �in�ii$��I�11l�nnl/1�11�IrN�lrr��lrlr�lr, ■��: 1 \ 111031 111�II�Imill7/ TUCCO �111I I OVER FRA I,I I I iI�II li�l�llll�ii�li�illll�l,I- in Il�tiili■liill�lliililiiiil��III'il'ilnll�llllll■...11 CONTROL • Itlm�lnn�llnlil �iul►Immiiimmmmmwml� 'iliir'�i� \ 1 1 �• - MID WALL r ;1 MASONRY 5 LEFT ELEVATION A 1/811= 1-0I o, N_ ELEV AT 18'-0" T.O.P. CASING BEAD WITH WEEP HOLES OVER FLASHING ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF 15'-9" 1. 7'-4" 1. 6'-11" — — — SLOPE 5:12 TSLOPE 5:12 17'-0" RIDGE VENT -- SLOPE SLOPE 5.12 5:1 2' I I — I I I — — — — — — — — — — — I I SLOPE I I SLOPE 2 5:12 7'-0" RIDGE U VENT 0 —(D -- � SLOPE 5 2121 SLOPE 5:12—� - 8 -1 5/8' 2'-0" I � — SLOPE 6" .3'-0" . 16'-6" .3'-0" , 5:12 1 ROOF PLAN A-1 1 /8 - 1 -011 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM)) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTINGSTRUCTURES) * 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 ENGINEER D MET OR TH ATTACHMENT) Virtual Review Assis9ft 2 1 20?3 Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ROOF 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 6TH EDITION (2017) FBC, SECTION R806 FORMULA = S.F. / 300 (1/300) " 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT =1204 SQ IN ATTIC AREA 2 = 466 SQ FT VENTILATION REQUIRED = 224 SQ IN VENTILATION PROVIDED AT RIDGE = 126 SQ IN VENTILATION PROVIDED AT SOFFIT =399 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS 18 SQ. IN. OF NET FREE AREA /LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION " LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT CM 0 rn t., uO 00 ®. Ln O" w u„ '. O 0 z Q /W� LO N E W L c 0� U nM } } D $ O a N U -0-0- g P CE=t O Og Q do • N w Q N �k 7Q�� }L}�� o000 CL V V LU W W I�,I�II w I�-U)U)<(D OZQO: W�O �O QQU �awoZJoa�o�oO <ox_jzW 922°°ZI—ate LLUom� �aa O 0W�mq ozom Czo �_ W2o LL uF- OQ o a ¢ o LL LL 0 Z W OI_ C 5 I��MO M Q �C/)U_I z I—o1a.M a 2 T- >_W ZVF- z� W Wo �� o dam' +9 N N N N N N r` 4 4 O N O N O 0 0 0 0 ao ai r- cfl ao o D o 0 N o N O N 0 N 0 N o N O N N O 6 ob M O NDoor -moo 'vy Y No' a) >1 0 0 NJ 0 M1 0 V1 0 L0 0 Cfl 0 h U �/� 00v/ Z z O O -1--+ W WWI U 5; -� M 0= F-0 0 -0 ZwF-d � X F- aF-m0 NVZQ Z�w 0 W}cc� <Z0 M _zzu- (� w < UC0ZU) z N Z Qo s eomse Z U g oU 0 W Q z A5 Z z N W T— LAST PLOT DATE May. 9, 23 z 0 EXTERIOR J ELEVATIONS A & ROOF PLAN ki ELEC METER FIRST FLOOR ELECTRICAL PLAN A 1 /4„ = 1'-0„ �a.�I SECOND FLOOR ELECTRICAL PLAN A 1 /411 = 1'-011 I IAIC ^ff fn^^r* 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 BUILDING 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. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 PND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED JV/ EDGE OF SWITCH SWITCH ° 4 1 /2" 0 DOORJAMB DUPLEX OUTLET 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 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 _fF TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET SWITCH AT 36" - 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" JUL 2 ' -O PUSH BUTTON FOR GARAGE DOOR OPENE —o DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL } CLG MNT LT FIXTURE -{} CLG MNT PREWIRE - FIXTURE BY OWNER Virtual Rev SURFACE MNT FIXTURE flans Review co for compliance with WALL MNT FIXTURE NOTE: 0 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 08 - 50W PAR20 NFL 4" MINI ROUND RECESS ,10 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL {} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ CS SMOKE DETECTOR s� SMOKE DETECTOR cU-182 UNDER CABINET 18" CS-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 F_,24:R 24" VANITY LIGHTING 5;;F 36 ;;;R 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN p� DOUBLE FLOOD LIGHT W/ COVERS AND ti 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) = MASTER STATION 'M&:] ELEC PANEL 21 VACUM OUTLET AT 12" WA CEILING RETURN AIR E3 A/C REGISTER T 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. M N LO o Co CIO } r- V, , t, : Q `� L: U� Uj �t`�. pub , •.1 � w z Q > 0 _W L co a Q 8M r/D 0O �= 5ZZ 9� • sdo • U ■ w Q N l/�1N`/ ,I 0 F w W~wpJ w Za' wF�- a 0 —j0W 09(D � 0 'X �OzzMQU x`°aI- a0ZOWp° Qwa�MwWM_¢p Z¢W oOV � ppYZZOV�WO �0. 00u z a O U. O Z w O� U) D ti O M Q w cM � M Z V W W J0 O • Assist, Inc. Cfl 10, eted and approved Mj 2020 FBC 7th Edition 0 0 0 ti N 4 4 �- O N O N O 0 0 0 ao 0) (0 �- 00 — O N O N O N �- N N O (V o N 0 N 00 (y (V 0 N � 0 N O N M O LO W O M r' N O N o (�' o O CO O Z N'^ Ui) 0 > 0 00 N M 0 t 0 to 0 co 0 I-- LO CO Z Z O -1-� w�n W � � Uo F- o OX W Zw~a W I.-W mZ=Q=WZN 0 w < Z 0 M Z Z U_ (0 Lij N OV jNz N ¢ Z �ZZ O �c U U g a. O O 00 tr Z Z z J W> M O ,r— LAST PLOT DATE May. 9, 23 z 0 1 ST & 2ND FLOOR J ELECTRICAL PLAN A I" FILLER 0 M 0 M 2'-6" 3'-0" 2'-6" 2'-6" 3'-3" 1" FILLER KITCHEN 1/2 = 1'-011 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 00 KNEE SPACE 2'-9" 2'-6" 11 2 1/2" FILLER DOWNER'S BATH 1/2 = 1'-011 4" BACKSPLASH 3'-0" 2" FILLER �4 - M N � � co 00 v O N FOOTING SIZES AND RE -BAR 1 1/2" FILLER SHWR HD VALVE �ll PRE-FAB SHOWER PER BUILDER 4'-11" 11 6 OWNER'S' BATH 1 /2 - 1 -0 UNIT'2386 - A & K' - BUILDING SECTION 3/16" = 1'-011 12 2 KITCHEN ISLAND 1/ 2 - 1 -0 30" HIGH MIRROR 4" BACKSPLASH P= �Fim � �I. 2'-6" 2'-6"11� 11 1 1/2" FILLER 1" FILLER 7 BATH #2 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. 2X6 KN WALL 1 34 1/2" 00 fV o 00 0 0 M 3 KITCHEN 1 /2 - 1 -0 0 WIRE SHELF ::� - "HANSEN" 220 VOLT BOX I I 14 1/2" X 16" DRYER VENT RECESS - I I I I I I I I I I I I I I I I I I I u D4 UTILITY 1 1 /2 - -0 2'-9 1/2" X-4 1/2" AT #2 8 1/2" = 1 �_0�� FOOTING SIZES AND RE -BAR JUL 2 1 2023 Virtual Review Assist, Inc_ Plans Review completed and approyeltion for compliance with the 2020 FBC 7th by Debra Anne Klahr PX2300 ELEV AT 18'-0" _ T.O.P. ELEV AT 10-4OIL - 2ND FLOOR FF ELEV AT 8'-8" T.O.M. UNIT'2386 - A & K' - FRONT SECTION 3/16" = 1-011 ELEV AT V-0" 09L_ 1ST FLOOR FF M 0 .0 c OS�• �'� Ne 9 W + 0 z Q N NLN E >OB o moo�M (NU -0 °+ l + p Q V a p-8, o U . N D Lu Q N c 000 E W L .0) 0 o w LU W H W�W J Wn5CCO° W Q¢ U �m�W C9-io!x UO-jo U.CD �Jzo.�°aOx LLZz' W NtdQOJ¢� U) Z how°W�--Wzo2Q(L 0 o 0 U¢ 0 ��a >t O Z W + O M M Q M V) ti M � � � 00 Z V � w � LU J0 O Jco 000 N N N N � � O N O CV O 0 CD O 0 00 M1 T— c0 T— 0o — O N O N O•— N N N O CV O N O CV O N O N O N O N CA N 00 O Lo 00 O A " N O M N oQQ��QQ rn o N Q O b 0 -0-1 0 0 0 r- N co LO I CO I I, I Cr CO Z Z O wwUn _Uo-� � WW LO —0 ZLU~� in Co 0 Q Z N U�ZW 00 y.2ZW M a Z Z LL (0 w Og2z N Q v�zZ 0 0 z Z ?Qo U /� a 0V 0 W � z Z w M W O LAST PLOT DATE May. 9, 23 z O INTERIOR J ELEVATIONS A & K NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C, MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE 083 U CU INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. E THESE ACCESSIBLE ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON T S C 5. GLAZING IN SECTION R308.4.3, I ONS C I SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1. 1, 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 21.110. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2, 2. . 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: 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.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2 07 BCSI 0 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 Kai ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Kai SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED V BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" ' 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0' of the building side wall. 4. FBC-R R318.7- To prpvide 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 trapps, 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 rainf ll occurs before vapor retarder placement, retreatment is required 9. must be removed be�o a eztenor so and mortar along the foundation perimeter 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 -An exterior vprtl al chemical barrier must be installed after construction is complete, including�andscaping 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 i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/_ 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: CONSTRUCTION TYPE:5B (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 145 MPH GARAGE DOORS (V = 145 MPH) SINGLE 9x7 DOUBLE 16x7 + 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%4" 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. JUL 2 1 OZ3 Virtual Review Assist, Inc ro ed Plans Review completed and app for compliance with Annthe KlahOr r FBC 7th PX2300 Eaitio Y Debra � M 0 O LO ,x- CD t o- s W , z Q ^` _ E w > O o �O W V r N 8 t� Cy) Ei d 4__ t}' M V) V �CC W E O L !� 'V) V w aN , cO E M ; 70 .m V � ^ 000 1� UJ w LU W~ L J W O Z �W � Q0XJ��o�u�0LL_j0 Q U Q F- zLLLL_z2� 0u�0�aozo2200mzZz ILL I-� � 1 (� 0LL Z J0on, jZYwp1, �Ywo U0� QOWOg�rn OQ o 5 0¢a F LL 0 W O� UJI Q�C'70 U) cM Q LL LLB ce) ZUF- W� W O mi (O - N CO Cr N N N ' N � � C)O O O O O O 00 13) O 00 N O O 0 04 0 N 0 N 0 N 0 N 0 N N 0 N 6 CO U� CO CD A 1,, O N000T-.-00 �t m o - co NLo > 0 0 Nri 0 ;O O Uricfll` O O Cr CO VJ Z Z Q O }0 0 W (1) O Uo2Q 3� VJ Q z(L= Z =co0z J NM z Z w i'2z� M Q-ZZ CO W N O52z N a UNZz z Z Sao U U � O O W Z SNO Z z J w M O > T-- LAST PLOT DATE Jul. 10, 23 Z O STRUCTURAL . J DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH - WALL SHEATHING 16GAO-1i2" LONG (3/4"-1" CROWN) -- _ MAk STAPLES @ 6" O.C. VERT BETWEEN 1 16GAx1-1/2" LONG t3f4"-1" STUDS (NOTED THUS:-) - OFFSET I I I I I CROWN) STAPLES id 6" STAPLES BETWEEN STUDS AS SHOWN -_I .. .-.-... -. O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "`ONLY APPLIES TO LENNAR TPAIJAX** 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 ,7211i STUB -OUT FOR -' GAS METER O 0 CV H C G 000 �o 0 9 ' o LO x • 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 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE w 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 9�F + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap r r FILL CELL STD, 90° HOOK BOND BEAM U) w ...... ........... ..... `z STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. .... .... . .. ..... ......... .................. .......... . ............ .. FROM FOUNDATION TO HIGHEST BOND BEAM BEAM STEP BOND SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap ?" min. 2," max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_; CONTIACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack "Non -stacking walls over squash=20 blocks and require additional Check wall or beam below,"'consideration. local building 1116" code for appropriate IL details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. �� Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. `-Z ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges CO "' CO A 1Y2" ROUND HOLE MAY 6"16" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" 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 1Y" higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide r1 3/4" minimum bearing for each. 1-Joist can be offset �" Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration.— r1d Hole Diameter in 2 3 4 6 7 8 8.875 10 11 12 13 en ular Hole Side In g�. (') 2 3 5 6 8 9 10 Any 16" joist Span rt) 8 1°-0"' V-1 "' V-2" r-2 V-3" V-3" V-7" V-11" 2'-4" 2'-9•" 3%2" 3' 7" 12 V-0" V-1" V-2" V-3" 1'-9" 2'-4" 2'-11" 3 7" 4'_2" 4'-9" 5'-4" 16 1'-0" 1'-1" V-2" V-7" 2'-5" 3'-2" 3'-10" 1 4'-9" 1 5'-7" 1 6'-4" 1 7' -2" 20 V-0" V-1" V-2" 1'-2" 2'-0" 3'-0" 24 V-0" V-1" V-2" 1'-3'" 2'-5" S-7" 4'-9" 5'-10" 1 7'-2" 1 8'-4" 1 9'-6" 1 10'-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 1Y" 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-'I^d nails. _-,Install tight to top flange. Joist \ 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000S 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BCI 6000so 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 BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® " 3-16d 3-16d 14" 5-1 d 5-16d 16" 6-16d 6-16d SIMPSC wl (22) NAILS 1 5/8"0 THRU BOLT SIMPSC wl (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20/ Plumbing HETAL20 INSTALLATION �L A/C CHASE 4" PVC SLEEVE THRU STEM WALL ' _ ��IIIIF�IIE�II�III�IIC� SLEEVE THRU STEMS ° SEE PLAN FOR--'•• a . • • a FOUNDATION INFO ^ d STEM FOUNDATION GRADE _ a r- REINF. SEE PLAN A/C CHASE �PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / FITS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a 7 a I I� III 1= a I I a. d °d 1I ll_ •..i i lli JUL 4 r SEE FND. PLN. SIZE & REINF. VR/ rtual Review Assist. In PIPE VERTICAL THRUPFIiview completed and a for compliance with the 2020 FB( by Debra Anne Klahr PX2 TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION � d a ------- - p d • a'a : d --------------- 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 --------\ . --.— -- ° / av G a a_ 414 i '-a------� . T t. SEE FND. PLN. SIZE & REINF. r � f0 o N Ado 00 u7 LO J , co � • d N �- E 9 Qi > O o V -r- �O V/ U 0 M i, N M M ��o°� U E O U cy IL O C Udo .Ns V) U LU 0- � c VJ L E �2 m a W W (D W C) w wwa L Lu7Q"0 a!Og�Q0� �U. 000 QQ �Oo zu-u--ZM��4Q ar��gozox0ocozm L) (� 0 Z �0aOZyOZZ�OWO a�wo��:-FLU a v0� 0X � a� LL !t O Z N OF- 5 CD 0 cM O M Z Q � U- F-XaM �o-2r-- O Z V Z W UJo W 1 2023 N M M 0 N 0 N 0 N P4. CV mot' r ! d' pr �- o N;N 010 Ir th Edition 0 o0 00 0 to •- 0010 P N C) N CD N CV N O N O'.O N N O CV O N O CV O N & N o0 OO u7 o0 O A r -, CV O M D�,CA N -it 000r- O` O moo CU N L '^ 0 0 '1 0 i 0 0 0 0 ♦ Lo >CU N C'+M d' u7 Cfl rl- CO�^ VJ Z Z O 4-0W 0-6-a W(r>- W 0) O vo>¢ -0 Oa= ZX Q X �— Q =m=Z 00 3: NM W 0 M -ZzLL Cfl w N 0 F— >—N a V�zz . Z YQO z � DC� o W � d Z SN1 Z z J W 9 T— LAST PLOT DATE May. 9, 23 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.) WI (NP') 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'N 0 2x SUB FASCIA BOARD PER CODE (OR 5/8" 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) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER M 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB a MIN PSI MAY VARY PER MUNICIPALITY. M 4"0" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE CV p y : Z C p 00 co _ _ D � 6 MIL VAPOR 1.I-I. • I I� BARRIER M COMP. SOIL. a _ (COMPACTED TO 95% — — NOTE: EXTEND DECO FINISH MODIFIED PROCTOR ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" 13 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS z ./ J ,` SEE A/S3 OR J/S6 `i L l I I I ITi i I i I iT FOR REINF. INFO. 3" MIN. CLEARANCE 1'.4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V. 8" (2 STOR ) GARAGE DOOR SLAB RECESS ri. 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.) �Tr�rrr�rrr TTf � p 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4- (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 CV WWF OR FIBERMESH . p IIIIII • 1 8„ 1 1`F .._--- L 91- I TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK iV T ELEV. 0'-0" OL A.F.F. ° d•'' a' 4' 4 . ELEV.-0'-31/2" z e a ... d• .' e ° v a. 4 °.a A.F.F. o °`d' ° a d • . d 4 2x4 CONT. °' a ; ... '.d ° LL a ! - ° d GARAGE DEPTH VARIES • .c. �a..• .a , 0 4. 4 GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR _ #5 VERT. IN FILLED CELL -�� G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "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) 10d NAILS TYP N r 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN ; p ° FOR CLARITY • '° _---�f�_---_Tl I=I I —III—III—I °' NOTE: ° i I I—J lll lll Ill 1J1 z °—I *FOR BEARING WALL g 11=I I —I I —I I=1 I I= N T_ W/ UPLIFT ONLY iIRT jjj—� J.J�j�j�j� J.J�III—III—III-111=Ill=11.� Ill=�lll—. (.,�,.I�.�.TI� IlI—P1—' -�i ITi=I i i 1J1 ILI—J1 Jll--1Tl--1T1 ICI I I.,�I I I� I IT IJ 7TT•,III,•�III,�III,� , ..Tff-1� FRAME WALL TO C.M.U. WALL CONNECTION 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 ° ° p GRADE 00 0 _ — — _ —III—III I ' -(1) #5 REBAR w/ OPT• —-SGRE�I ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT _ N M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS i 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� p D 6 MIL VAPOR BARRIER TIT I I> ° T � -I 5/8"OR 1/2" HIGH STRENGTH J 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N,O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" 0•C.) 21 WWF OR FIBERMESH 31/2" MIN. I ° 111 IIIIT77�-T7'r�� i'3 1 /2"(min.)- 4 c0 , r �-lu° • —III—I I Ir 31/2"(min. -4" �[ I[, _ �I=ILI—I�W. (2) #5 CONT. 4„ T'�Trt11411 rr m 8" U.N.O. MIN. TYPICAL BEARING WALL as STEP (aD SHEARWALL "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT SCALE: 3/4"=V-0" 5/8"OR 112" HIGH STRENGTH — (U.N.O.) (OR 5/" 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 C3 1/2" MIN. APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR —� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] FINISH GRADE 25" MIN. LAP [30" MIN. LAP] = 1= — °P 1 iv z #5 REINFORCING BAR R 1 7/8" 7�1 i 1�1i7�T •' 45 1 AP R P I I r F COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM TITTI'If'7� M 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD, P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 0'4" J CONT. BEAD SEALANT OL •..' INTERIOR 2X STUDS @ 24" O.C. U.N.O. -4 .• ,. •a d • . a` �. GARAGE :ONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. :MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. ;TAGGERED, FROM BOTTOM INSULATION PER CHART 'LATE TO CONCRETE ON FLOOR PLAN VIIN, SHEAR 180#MIN. CONT. BEAD SEALANT 'ENSION 120#) CONCRETE SLAB-,,.,E d 6x6W1.4xW1.4 N 0 7 WWF OR FIBERMESH �,, 0 E N ' co 6 MIL VAPOR —�� — — — — — BARRIER —I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 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. Q.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0" (R302.11) —4NSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 /WWF OR FIBERMESH — 1I—III_ 31/2"(min.) - 4i' 1. I I-1 I _ -I I1�111 _ 1�_L.----III JI-11—lll—IIIlll 1J1 �, (2) #5 CONT. 4 Trr�-�TT�4Trr�rrT 'T`g U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W P U -III—I I —I I a D W I —I I=I I I I=L III —I ° 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. LAN FOR CONNECTION INFO SEE P TOP LA BEAM & LAYOUT DESIGN 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 a SCHEDULE x j w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o LU CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL ° O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M FILLED 30LID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-ik COMMUNITY SPECS O�,pG iiiiiiii . ••. (2) #5 CONT. • -I 11TI I I ON 3" CHAIRS (TYP.) L8,- V-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 N _ WWF OR FIBERMESH �, E p f1 II=III=T jJ-L-- Tl'T TTf i i i—r E1 TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR-76 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH 4 ° IIIIff III —_ d \ N ll a LI 11 • 4 1117 Virtual Reviev, Plans Review compl SEE A/S3/J/S6 T. 1 I11. T for compliance with thi ' i8" by Debra Anne FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE. 3/4 -- 1-0 S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS c TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. C-4 ' c'M oo� -RA — d 0 ° — d.. a ° z (L w W lI d� 1L=I1J1 IT� LU Z 00 a 0w a = _ - M� ll -ll I ll OOTING J Tff � T>-f-1Ti_Ti� 1Ti=11T— U BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3 M N O N ®_ jti 0 1.0 ., ,.. LLJ Z Q W `0 U `^ M = co V) V -0 ` ° A, 0 U W o LL 8 b � U 619 'V) V w aN i o �F m a LUoWwo�w f zO�aQL �?o0JO y000<�XJzW9zM �a s Z¢wO�Z�w� oxoo a30,IWWWx°aC1zLLWU�!A LL Wc p¢ OQ 0 =O �Y L.LO Z N OW M O 0 F— "IT LL W � ~ � T_ 00 >- Z W� W J O o O'O ti 4I4 0 o'O Assist, Inc_ ted and approved 2020 FBC 7th Edit on O 01 CD Lahr PX2300 ao rn ' CD � 00 �• ' O N O N O�- N N N O O'O N; N O N O N O N o N O CV a0 OO to r 00 O cM T- (V O M N c o 0 0� T- 0 CO 0 N^ L ♦ N > O O N O CM 0 'It 0 to 0 CO 0 ram• N- e- I CrLO 00 VJ Z Z O O� �WC/) 0 Vora I O_0 QwIX LU l=-F- Q ZQ� W �mO2 V jZ O N Z 3:J 00 �2zIt Z IL LU N 03m'z N ¢ vSQZz Z ?ao .. Z U V a O O W Q Z z z J W M a LAST PLOT DATE May. 9, 23 -F-+ O Z STRUCTURAL '� J DETAILS -MONO 2x6 / 2x8 WAL BEYOND SEE PLA FOR HEADS CONNECTION L N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN R (2) 2x HEADER TO SIT 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 "OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN YARiES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILri_'� SCALE: N.T.S. S4 12 �`Yp) SEE ELEV. � I 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 4,1L 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. BLOCKIr 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.) '--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION. SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 112" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT A SCALE: N.T.S. S4, REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT MIN .•L' •• ail .- .. L • • _ .. .. • �� Ml!"n onIowl li! NINE �II91 IIII�I .■�ll lll■■ ■�IlI I�I�� Milli Illl� ■ III MEN Mimi NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL, NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® 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 G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE, SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE r W 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.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR NN GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. G 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 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" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. �'L4 SFF �NG 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6 10d x 1 1/2" AT EA STUD (USE SP6 F 2x6 WALL, USE SP FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK -DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD. d WALL a $ DOOR STOP ° Q a MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET r, DOOR TRACK ' 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 V-4' (1) 2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR 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 GREATER HEADER `—(2) 2x HEADER SEE PLAN OR • INTERIOR HEADER: 8 S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS; ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENTLIN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. _ _ . __ (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS 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 . 48°° SPLICE STAGGERED STD . ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO 7bP PLATE NOTE: 2 PLATE LENGTHS MUST BE BOTTOM SPLIC_ OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS 31MPSON C) •G 2X P.T. PLAT SIMPSON SP4 E �nwr��iv �r4 gP2 SIMPSON SIMPSON SP1 SIMPSON SP4 10c ST in MI TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON ` SP4 d a 2X8 P.T. BOTTOM P ATE SIMPSON C SP2 NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON SIMPSON SP4 SP4 LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U �z a 2x TOP PLATE T U)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 NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) i (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT C ROOF TRUSS ABOVE I2X BLOCKING H Virtual Review Assi Plans Review completed ; for compliance with the 2021 (2) 16d TCd$MAkig Anne Klahr EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL C 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 7 0 o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD L: 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 1 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. LPER BOTTOM ° '14. p ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. co N O N a tC) Lo 4e +N 00 `— ,D a z Uj w z d Q) E _ � ° a; VIM � _>� N V -0 70- _ M E .` r u 0 U- S Q •N U o LU QN Q) 7 o Ej m C a w � �LIJ W� W J WO - Q W Q 0:5 0 LL000 Ocn OZp��uu00mz0z� 02 < F¢- H 0 0 ��a>zYOZZLLpwowa 0 Cn 0 Z ¢�< Wg m_wwp�U°¢ 0Q 0 0 0Q 9a U. i O z W 0� U =5 1" O 0 cM M Q U) � �U)LLI LU F— I� a- cM �a-� o 0 Z W W J O 1 202 N CO M O CV O N O CV 04 T r t, Inca v-- O N 00 4:N d approved FBC 7th Edition PX2300 0 0 q o C10 m , r CO - o0 — ' O i' N 0 N O N r- N r- N 0 CV 0l0 CV ;; CV 0 CV 0 CV 0 04 0 CV (MCo0 N tea. 9T_ Cn 6 0o Q cry " CV O M NCD .- O GS " 00 Cfl U) N'^ �1 / CD0 04 0 i M 0 0 0 CO 0 I� LO .- v CO�J Z Z O _ C0 W Wwu) 0 > � O V0L>a _ L� 31 V1 OW Hd z W O� Q = co 0 N Z J M W �} 2 2 Z W Z Z U- W N �a2 w N Q - Zz Z ~`CO • Se Z U U n. 00 z z z J Uj " LAST PLOT DATE O May. 9, 23 z O STRUCTURAL — J DETAILS SIMPSON HGAM11 W/ (4) 1/4"xl 112" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX g SEE STRUCTURAL NOTES AND NAILING TOENAIL w/. SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 45° ± 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB & (2)10d TOE NAILS @ LENGTH (SEE TABLE) EA. END @ 48" O.C. 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED INSTALLED PER MANUF. @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK ��5� TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA, END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" O/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT w/ (3) 1 Od & (2)10d TOE NAILS @ EA. FROM LEDGER TO END BLOCKING GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/i6" CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSO7 R 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)1 Od & (2)1 Od 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 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" 4" 0/C O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. 5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA, END, EFER TO DETAIL J iN SHEET S5 FOR _BRACING, AND TOP HORD BLOCKING N M M N &0 00 SEE SCHEDULE - [RSH] AND FASTENERS. (MIN. SEE STRUCTURAL NOTES AND NAILING - ON FRAMING SHEET FOR SHEATHING FIRST 4 BAYS) WORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAILw/ 1 1 1/ (2)16d NAILS VOOD TRUSSES `° :" co 2"x4" CROSS BRACE APPROX. 8" FROM x4 RAT RUN BRACING11 1 1 2 1 1 2 RIDGE FASTENED AT ,T 24" O.C. ON TOP OF EACH JOINT w/ (3) OTT. CHORD FOR 4 10d & (2) 10d TOE RUSS SPANS NAILS @ EA. END ,TTACHED W/ 2 -16d ,T EA. TRUSS JOINT " � � � (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS HE @ 48" 0/C FOR THE 2 16 () d NAILS x4 BLOCKING @ 24" (D = 0.148 , L = 3) OR EQUAL (D = 0.207", L = 4 1/2) OR EQUAL (D = 0.207 , L = 4 112") OR EQUAL FIRST (4) ROWS OF ►/C w/ (2) 16d TRUSSES FROM EA. OENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED IASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS RCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS(8 ADDITIONAL INFORMATION. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2)16d NA (2) 16d PER JOINT 9"YA" MIN SFF M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" ,SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION(a� SCALE: N.T.S. S5 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO —� TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S6 r-WOOD TRUSSES "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. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL-/ BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS SECTION 9 _ SCALE: N.T.S. S5 MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) ❑ z � a BRACING w/ (3) 10d x 3" AT _ • EACH CONN. @ 24" 0/C __'. N \_ MOISTURE BARRIER \_BONDBEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) KT SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAI OKT wl (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=l'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD END JACK 1 T-O" MAX. yGo Wo 0: CORNER JACK C7 Y a W z x 0 U HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C, TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -t r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. M ON mom NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) JUL V_?l �Mi�CVirtual Review Assist COSMETIC DROP CEILING FR eview completed an 20201 for compliance by DebraAnne 'th eKlahrr f SCALE: NTS WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION i Cc N N 00 LO 0, [>: -11 W : `v� L' p z Q Ln N LO ry E C 140 �? UU AMC v �- N }' O 0 u co V -0 z u �b- 0M8 610 0Q tnN` w a ^ ) �O TW v `. ^ c L ❑ � ( W Q Wg_j WzF wF o 3�CD cY-_j 0U_0000-0 ❑Q. Q U)LUan w(02WxOWa0dzLOz �zW Jd O O (� Cn W W QQ�Q a0 0Z5 Z� Wa 0 U. >R O O z W 0 U) CiF-:MO QU)MI' 2WLLO z IZM co < z 0 WCD W JO O J N N N N N N ti 't I� e- t r t r O N O N O nc: app ve C 7th dition O O i o co CO 0 0 0 'r- Ir- N N N N N O N O.�O CV N 0 C � 0 N 0 N 0 N CA N t c0 O 0 00 O M , N O I N 0 0 , C) 0 C) O' r- 0 CD 0 Nu/) �i J Cn > 0 0:0 CD 0 0 N 0i d' 0 CO Imo• Cr CO �_ Z Z 0 O� W' W W Cn 0 Uo�a O CL Z Uj Q WF'� �— =m=Z !n V Z 3:J N 00 �-2Z 0 ° W M �ZZ'L (.0 � N -3 W N U)QZ a z O z U a OU _O m i Z W W m o LAST PLOT DATE > n N May. 9, 23 Z4_0 O STRUCTURAL — J 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 HURRICANE ANCHOR @ EACH TRUSS WOOD TRUSS @ 24" 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 §1 A 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS lx2 NAILER J ~ PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO o 16" O.C. 2X S.P.F. STUDS = W/ (4)16d TOENAILS TO TOP PLATE 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. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD �I= INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 rB R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL E S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN O 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 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL lx WD FURRING @ 24" O.C: BASEBOARD MIN, 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY (V a LLL M e e' e 6x6 W1,4xW1.4 WWF OR FIBERMESH 111�111�IIIm' STD. 90 HOOK (SEE DETAIL) 8"W'X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M vILL 4"x4" INSPECTION PORT AT cr w EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE co �—STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR—' (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION SCALE:3/4"=V-0" S6 op T z 4 � SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD A / 2nd FLOOR WALL------ BAND JOIST *SIMPSON LTP4 w/ (12) 8d xl 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL�� SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES:' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING ,. WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dxl 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=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 TRUS: FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION, ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1/2"=T-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT, FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10)10d NAILS AT EA, STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE 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 :,' • . - T 11I a e.• � d!--I I1-1-1-1. T77•: C° I I III—III—III—III—TTI I(3) #5 CONT. ON 3" I —ITT TFI�TT'- 8" 1'-8" g" 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. 15/32" OSB EXPOSUREI SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D O SECTION X-X IF w NOT FULL HEIGHT SHEET C G FLOOR SYST M /- (2). 2x TOP PLATE .! BEYOND I 15/32" OSB EXPOSUREI F SHEATHING w y SOLID 2x a BLOCKING @ ALL = C d SHEATHING EDGES (SEE OPENING SECTION X-X a U C x w xLu E F 2x STUDS w BEYOND. SEE PLAN O O '\--2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM %AlAl i ri r\/ATI/1A1 r%IAnnAAA 3/8" "S" = NAIL SPACING S 3/4" S4l/s2" 1/2" 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 81 NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 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 o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu PENETRATE SURFACE MORE THAN Ya". ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMC O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL O J�W� w LL F- O x O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > g n w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 2 JS u~i LL z co @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL w O O~ MEMBER IF GABLE END c w NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 . 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". ��VpO SFF 'OL,yNI'I' 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) 81, 0/C TYP. 8" ONLY 12d TOENAILS ' DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE �xTF,Q7 FLOOR TRUSS / FNi,,,_OR i BEAM SEE PLAN FOR REQUIRED ---- CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 c WWF OR FIBERMESH .0 a :'d a •. e a IIII—IIIIII—IIIIIIIII IIIII I .. °., j —II ea IIIIIIII .Q .. _I HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1' 4' (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (3) (2) (3) 1 (2) LSTA30 M S6 Assist, tnc. Virtual ReV1eWeted and approved comp 202C FBC 7th Edition plans Review . tot comoallc w nne Ktahr?X73" PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 4, FINISH GRADE (3) # 5 REBAR ON Y CHAIR 4" 1'4" W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" S6 ADDITIONAL INFORMATION. 00 o „ m N O 04 as N 0 _j C") in " `r - z Lu 10 Q E > Q 0 L 10 W C cl U ��0 d +_ 0 �/ w E 0 u � 0 LL 8 0 o V Lu d c nA W L CO E� rn w a Lli U) w 0 F- w~Q qg2J < Yz� z (� V Q <:)- 0 3.0u) 000�� < H �� 05-1 o"o�oom°Z`�� EL U5wwzycwV5w0:<0 O O Z U) Li_ 0 dowOg��Z9W2320< OQ o 0¢Z� �aLL O O Z N 0Lu O ❑ N M Q M L0 mcnLL' L(-) I—�a.M �CL2� Z U W W J� O CD N N Ce) N'N ' C') N N N 04 I"t O N O N O o0 Qi P CO op ` O N O N O N N •- N O N O N;N j O O N O N O CNI O N 6 N o0 OO o tO CI OO CM 1- NC? O NO O'O C7) 0 0 0 co 0 N� � > O O N O O VLO(0rl- O O O Cy) cr r� VJ Z z O 4-1v) O ow ul -1-i 0 v �o _o LoO W = a. Q Q Z ~Lu co0z Z ?? J N 00 ><zo M �zz w N O:5Mz N Q ONdz Z O ■ Z ~ U :. aU o m a z z z ui ui I� LAST PLOT DATE May. 9, 23 Z-1--+ 0 STRUCTURAL 1 _I DETAILS —MONO 1/4" MAX 2'-0" R SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --� 1x4 1/2" DRYWALL DOOR JAMB (REFE;*# " DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT APPROVAL FOR C APPROVAL FOR CONN. 1x4 1x4 P.T. 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS TAPCON. INTO STAGGERED @ 16"x.. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRY THROUGH n 1x4 P.T. & 1x8 P.T. 1-1/2DETAIL 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT " EDGE DIST. APPROVAL FOR CONN. APPROVAL FOR CO�*M (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH END w/ 2x8 P.T. P.T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR-FT-1 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 DOOR JAMB (REFER 1x4 irc ur%i VVMLL TO PRODUCT APPROVAL FOR CONN. iX4 FURRING" (2) ROWS 3l16" x 3-1/2 TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN, 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN 1/2"DRYWALL . 1x4 2x8 P.T. w/ (2) ROWS 3/16' x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FUI END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" 2x8 STAGGERED @ 12" O.C. 1-1 /d" nr:TAII --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �--2 x 8 45 DI'AGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN _ 4" MIN, OF BRACE START OF ARC 4' MAX. RAID. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B /4" MAX EMBEDMENT INTO ) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X4 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 BT 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 INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL �( 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. RAID. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS 7F #5 REBj (TYP,) STD. 90' HOOK (1 +5A NOTCH WEB AT FIRST 2 COURSI .;AF'AUI I Y = dUS;; I-VH 1 51 HAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SIDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7)1/4"x21/4" 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 4Yz" 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 2X6 TO NAILS /� 2X6 TO 2X4 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 ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: •''= ` * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ° �`.;' ' : ` :" ,.... _ SEALANT * PRESS PANEL REINFORCING INTO PLACE. ; „ €'':; 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ' '' ` ' •- REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT - ' FURROW. MAINTAIN UNIFORM JOINT WIDTH. :�:�;.•::.• �;�' 6„ MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4Ya" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS N 11 MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE (1) #5 BARS CONT. OCCURS HIS CONDITION TOP WITH MIN. 3" COVER 6'-01. F.F. p' D D =LL - po o IL�II�IIm1 II D — ' GRADE A' M ° Z D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN n YP•) THE :S II.1\6TALTAl7.iElm Evil 70_mIIr-& iiink FILLED CELL INSTALLATION / H 1 SEE ARCH IPU,.N AND PRE-ENG IRUSS DESIGN SEE NOTE 'I BELOW SCALE: N.T.S. 2x SUB,- BRG'WALL TYPE -I —i I y-� I - .1 ALUM PER PLAN I ��A 1-31 I SS NAI' w' 5? 1 m " E "y F CHANNEL, -+.__.•- 1,4 - „ DIA (q:: '- r-ASTENED PER I 1� NOTE 2 BELOWI Y.... LCONT VENTED OR S: OL r, CONT 2x4 NAILED TO _. 2x BLOCKING NAILED TO TOP Hit KIN(; w 1 d NA11 `'" i"" CHORD FVFRY OTHFR TRUE wr' 1 1.2d NAIL::,- T•(P. (") — .._- 1. G.C.IBUILDER TO VERIFY:/PROVIDE SOFFIT MATERIAL SPAN CAPACIT ,�i E� ON 14E DESIGN PRE SIURES SPECIFIED CIN HEFT $COMPONENTS AND Cu% = l 1 LISTED IN THE DESIGNC FOR ,' 4CFHT A,YTACHNIFNT AT1; AI_I (PFR ALPHA Al IJM INC FL# 16544 Pz;,,jDU1::.T APPR(),.'ALi F t-_,HANNEL FASTENED TO: cNIJ w✓ T NAIL 097' DIA. k 24" E 'MIN. EMBEDMENT - WCOD i 3! 16 (�A. 3r14"x 1,4" CROWN ' ,TA`L.ES tip 24'" MAX. O.0 IN PATTERN - - SLJB FASCIA A,/ I F ti,A 3,14 °x 1 i4" CROWN SI API F @ FA(-,H C4RC7(DL'F- � ` STRUCTURAL SOFFIT `� � 1 SCALE 3,N4" - 1`-0' (°"} FOR ALUMINUM SOFFITS WIT 4�, , RFV 09 2:1) 2021 .> 1'-4°", INSTALL MID SPAN BLOCH. •'3 , 2 THE SOFFIT F1 PA INSTALLATIOf. "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. k (2) 10d NAILS @ 8" O.C. O�ERygN TO TRUSS TOP CHORD + + CFNG7R PLYWOOD SHEATHING ++ + + + BLOCKING AS ++ REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP * • e + EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ HOOF EXTENSION M SCALE: 3/4" = T-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP crnl F' z/e COC CUCCT r)) Anin Z 0 Q 2 0 W 0 U) 2N BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 6" O.C. I DGES AND 12"AND NALED W/ 8d C.C. ONF FIEALD � O.C.02 ROWS STAGGERED 4 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 HGAMIOKTA rrb 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 FILL 1st 4 COURSES SOLID W/GROUT '4 FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG�., t 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" INISH FLO SCALE: N.T.S. '4t> Y #5 BAR a 10" a P D CENTERED W/ .D...° °D 9 H IN TOP2c _ D E KNOCKOUT/ N CHAIR BLOCK MONO FOOTING p SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -I CLEAN FILL DIRT z ° STANDARD o o ° 90' HOOK iv #5 BAR IN FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" 1UL 21 NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, Zuc CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. Virtual Review Assist. ►nc. roved DRILL 3/4"x5" MIN. HOLE SET BAR IN low completed and apP EPDXY CAP TO PREVENT LEAKAGE Plans Race ith the 2020 F6C 71h Edrt1° TOP SPACE BETWEEN EXISTING GROUT & N9WGRchWjBehra Anne Klahr PX2300 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 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 EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T.S. (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT SECTION SCALE: N.T.S. M N N rn �.; i?s to 00 S i c� pp 'U �+ W W 0 SIN W > O 0 L 0 _W u O B h cm (u)fi' 4)? 'O o gliiiis 0 u_ v g Z U ._ 13° N V Lu C) ; O E �. � g a -0 W Wmg W6W0 WW WU-O ��O)YW 0��00-j0QQ U m ado zm9zm¢¢ o O 0 Z OcnX OZO000OZ=ZU fnLUaWV5WW W►W(M)cu O�J J~<Ouj~gzwzowUO¢ 00Q 0 O 0QZgg< LL ~ Q U. O Z N 0 (� O m J Lq LL. � W LO cM oo ZVIa— Wz� W 0 J O d' N N'N O O O I� N 4 v- 4 -r- r �- 0 N 0 • N 0 O O�� o 00 6 _ - 104 0 N o N r N r- N r1111111111 0 N 0 cV 0 • N 0 Cv 0 (4 0 N 0 CV 6 N o0 O— , L6 0 O co e- — N O Cl) N0 "t - 0 0) 0 o o -, 0 cc 0 'vOi N000000� '^ L ♦ > N CO d Id) CD I�_ U c CO VJ z z O O -1--+ owvn �--+ O 0 —o�Q � o -0 X W � LO -0 Ui Zw�a � ~ � �m0Z TZ N C� Z 3 W i-mz0fM -Zz Lu N �aMz �� N WZZ *e Q Z QO Ir Z U oU 0 m � a Z J LLJ M O LAST PLOT DATE May. 9, 23 Z O STRUCTURAL 1 _! DETAILS-RETRO FIT SCALE: , = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ d's 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) DR FT S P 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 H SECTION VIEW SCALE: J" = 1'-0" VVMLL AMR 3YP CUT TO FIT kRS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS E W "A" SCALE: 1" = V-0" E 4 PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" STRINGER A 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE# STRINGER CONTACT POINTS SCALE: 1" = V-0" d'9 ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAIL SECTION VIEW "B" SCALE: 1" = 1'-0" 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 "E" SCALE: 1" = V-0" -3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x-, 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/ J" X 2 J" TAPCONS @ MAX. 32" O.C. GA 2x12 SYP [SIDE) 2x4 GLUED AND NAILED (EACH STRINGER ! SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / ---L---PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 J" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C'f SCALE: 1" = V-0" TOP OF STRINGER. TREAD - 1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO 2x4 DRAFT GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK STOP �" PER CONTRACTOR PROVIDE -2x8 SYP DRYWALL STOP BLOCKING MUST NOT TOUCH STRINGERS G ><III 2x4 BLOCKING FOR 2x12 SIMPSON A35 ❑ 2X8 BLOCKING - 2x4 PT UNDER 2x12 OR LSC EACH FOR NEWEL POST STRINGER TO ANCHOR TO. (2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OPTION: 2X4 CUT ON OSB OR PLYWOOD BELOW ALL NEWEL POST BEVEL GLUED AND OR 1 t"X16" LVL FROM JOIST TO JOIST. USE NAILED TO SUPPORT ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G11 BLOCKING SCALE: 1" = V-011 SCALE: 1" = 1'-0" GA F.F. 3/4 PLYWOOD ON DECK Hf2x4P BLOCKING x8 SYP GLUED RAP ON MTS12 w/ x 1 1/2" NAILS) AND NAILED TO FRAMING Y IAl-177STOPRAFT 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Ll GLUED AND NAILED TO STRINGER OR DRYWALL SPACING E SECTION VIEW SCALE: 4" = 1'-0" 2x4 oegI,16" LVL BEVEL GLUED AND NAILED T LVL SYP BEAM BEARING 2x8 IN WALL SYP GLUE AND NAILED TO FRAMIkG, C 7DRYWALL OTE: 2x8 STOPOT SHOWN F SECTION VIEW SCALE: 4" = V-0" DRYWALL JOINT (DRYWALL TO COVER JOISTS) 2X4 STUD NAILED AND GLUED TO TOP PLATE 2X4 CUT INTO RIM BAND, GLUED AND NAILED TO BEARING WALL BELOW DRYWALL JOINT (DRYWALL TO COVER JOISTS) STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED 2X SIMPSON MI (14) 10d x 1 1 Jug 2191 V_ Virtual Revie ieted'st, Inc and ap. plans Review camp tor compliance alAnne th e b K ahr PX23 l_I by bebr SECTION VIEW "H" SCALE: 1" = T-0" N O N O) f U') C7 , Q W Lu Z0 Q n'LO E L 0 Q'0 �, HMM :1 (� V-O % A, W E r O aO _ 8 aS�C � N w N i 00 C3 E� m a W W W W W20 WoQ U)�U)LLZF- Q mdJOix00L 0 (W� < Q V Q �. ? O O J z LL W O Z 2 0 d O x�0 OCCOOma W—Z W_ C� Z��pap,�z U)W ozz�Ow0 ( J Q Q O W wz z 0 0 0 Q ow 25 m CUP O Z N W H > (n O pfnCY)O aJ uj LO I— c+M oo Z U H z� W, W O J J O CV co ' C'M O O O d h Edition 4 ' O CV O CV O O o;o 1 CO 0) W 00,N p 0 0 0 O CV O N O CV p CV p CV 04 C14 O CO LO O 00 cM O O NCN O O o ,^ �1 / > 04 CO V LO CO I I` N /CA' Y Z Z O w O a U) O Uo�Q �-- 0 IL LZ .� ZWF- Q LZ N ('Ow �3J 0 r00 e)a.mzX �ZZ Lu N 0ajz mz N ¢ Lnzz • Z Z O U v g 0 m z S z J W O " LAST PLOT DATE May. 9, 23 z 0 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 • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 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 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 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. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • 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 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE HORIZONTAL LOAD - 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. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads Cm" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B BF12-0B 8F16-0B 8F20.OB OF24-OB 8F28-0B BF32-08 BF8-IB 8F12-1B 8F16.1B 8F20.1B 8F24.1B BF28.1B 8F32-IB 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 110394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 14605 6113 1 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 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2791 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 873 1254 1684 2193 2805 3552 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 P424 755 1075 1428 1838 2316 2883 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 706 1002 1326 1697 2127 2630 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1 1037 1282 1 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 4^VW-4 m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-0B BRF14-OB 8RF18-0B RF22-0B RF26-0B RF30.OB 8RF6-IB 8RF10.1B 8RF14.1B 8RF18.1B BRF22-IB 8RF26.1B 8RF30-IB 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 1 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 1 2277 2839 13402 3966 1167 2481 4567 6389 8060 34 7917 19 931119 V-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 15048 7915 9479 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 7551490 2459 3776 5743 8998 199'-8" P5623 (116") PRECAST 411466 999 1568 2253 3129 4091 526 999 1568 2253 3129 4150 41 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR S PRECAST & PRESTRESSED U-LINTELS C^,�C,� '-• SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 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 S" PRECAST w/ 2" RECESS DOOR U-LINTELS C�m" SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4c^mN4c* m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T 8F12.1T BF16-IT 8F20-IT 8F24.1T 8F28.1T 8F32.1T 8F8-2T BF12.2T 8F16.2T 8F20.2T BF24.2T SF28-2T BF32-2T 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 1 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 1 2959 3498 4038 7-6" (90") PRECAST 727 23 1021 1634 12 2102 1 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 530 552 914 15 118515 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 6 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 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 162 222 347 1 446 1 S46 12 646 12 746 12 166 261 424 616 8318 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 347 10 416 10 491 10 566 10 124 200 316 450 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS CA"409m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-IT 8RF10.1T 8RF14.1T 8RF18-IT 8RF22-IT 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 1 2618 3277 1 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1 1893 2272 12652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 0 O UNIT '2382 - 1ST FLOOR PLAN 1 /411 = 1'-011 G \ 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 r8Fc c o � o o o C 0 16-1B/1T 8RF14n1B/0T Go �1 ° n ,n 0t y n ° 4 noc 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" o n K.O. BLOCKS W/ (1) #5 CONT HOR 0 0 BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D -1/2" CLEAR C.M.U. G 14 4 ✓o wU"''��' a REBAR AT pujO z BOTTOM MIN. (1) Qu-UO REQD z o w � 16 GAUGE POWERS a STEEL BOXED ', L 2 LINTEL or POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR z = - C.M.U. 00 z = GROUT Ln �° #5 REBAR AT BOTTOM OF LINTEL CAVITY 0 0 BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8' NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH _� � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP JUL 2 1 V 1P Virtual Review Assis' Plans Review completed al compliance with the 2020 by Debra Anne Mahr M 0 N Ln u. ' e -� z,. c... a Z W w of Q W L. > `O 0 - N V -a C] �� E L C 0 g •� O c U p ° < •N^` Y Lu Q.N .i C cO M2 W L E co�tm O 0 C3 0. uJ LU U)w J W O-0 W (� LU < Q V Q WfW-Q m JdQ�� cYjOLLO-10 LL ]08'zuw 2zm J0 Oda'0 tW008 Z � QQ 0 0 U) 0 Z cnwa. j55wW�V5WmQO -j �p0 a-Z�e�z ZOO UpCL Lu OQ p p< a LL 0 Zw O� U) J co 0 Q � M � LL LO �Wci DD Q zvE-- Wz w J© O d' 023 , N N N N N N. r7thEdiltioll O N O N 0 0 0 00 06 O e- cD O N O O �- O O O CV O N O cV O N O (� N N m N 00 O � V- rn 00 O o A d r- N •- O M c� N �dj NLo > c:) o 0 0 4 0 0 0 LO N M 6 CO ti r/J � 00v - z z Z O O �+ w 0Wfn U 5: -F-+ 0 Uo Q 0 Z Ix W W H Q �mOQ =F-� z N rVn F- Z W M � } tY � M �mzx w N Oa2W U�ZZ N a a0 • Z U Z OU o a W Z S1 1 Z w M LU !I N LAST PLOT DATE May. 9, 23 z 0 STRU TURAL J DETAILS A (LEFT) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U 0)#5L(1)#SU (0)#5L(1)#5U (I)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)05L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST 2 04.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) 04.5 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'$" 314" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5'-10" 4'4" 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 7-8" 614" PRECAST (2) D4.5 WIRE (21 No. 4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE f2l No.4 398 727 727 582 718 11'4" 10'-0" PRECAST (2) No. 3 f2l No. 5 355 649 649 489 649 17-0" 10'-8" PRECAST (2) No.3 2 No. 5 329 602 602 430 602 12'-6" 1141 PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 1314" 12'-0" PRECAST (2) No.3 2 No. 5 287 525 525 337 525 14'-0" 12'-8' PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 2 No.4 154" 14'-0" PRESTRESSED I2 1 No. 3 (2) 7/16 strand + N.R. 473 473 328 455 2 No.4 17-4" 16'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + N.R. 357 357 254 352 2 No.4 19'4' 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 2 No. S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 2 No. N.R. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 2 No. S N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 2 No.5 N.R. (2) 7/16 strand + 24'-0" 27-8" PRESTRESSED (2) No. 3 (2) No. S I LR. 164 164 124 179 N.R: NOT RECOMMENDED jj DETAIL "A" DETAIL "B" •w •w DETAIL"C" DETAILI'D" TYPE DESIGNATION P-PLAIN LINTEL/ rQUANTITY OF#5BAR AT S-SOLD LINTEL -i I LOWER LINTEL CAVITY [8xl j 6 L/1U] NOMINAL WIDTH `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(1)#5U (1)#5L(1)#5LI (1)#5L (1)#5U (1)#5L(2)#5U DETAIL'H' DETAILY DETAIL'H' VT DETAIL'K' 2'-10" l'-6" PRECAST 2 D4.5 WIRE 121 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'$" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 414" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'4" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 54" 4'4" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) 04.5 WIRE (21 No.3 3940 5211 5402 5641 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) 04.5 WIRE 2 No.4 3206 3206 3063 3183 7'4' 64" PRECAST 12) D4.5 WIRE 2 No.4 3071 3071 2916 3049 9-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No, 4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'$" PRECAST (2) No. 3 2 No. 5 1439 1439 107, 1439 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'$" PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No.4 2 O 76 strand 15'-4" 14'-0" PRESTRESSED (2) No• 3 1291 1291 775 1270 (1 2) No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2 No.5 1 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand+ 961 961 446 872 2 No.5 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand+ 834 834 390 763 2 No.5 22'-0" 20'$" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No.S (2) 7/16strand + 24'4" 22'$" PRESTRESSED (2) No.3 (2) No.S 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION s-SnLIDLINTEL/ -1 I LQOWER'LINTTELCAVR#5 BAR AT [8x1 I6-P-1 L/1U] NOMINAL WIDTH J LQUANTRYOF#58ARAT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) LL SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 74' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 7-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-Z' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'.4" 3-G' 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 31" 3'-0" PRECAST 12) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 51$" 4'.4' *-a' PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6'-8" 5'4" 6-9' PRECAST (2) 04.5 WIRE (2) No. 4 1764 1763 1578 1578 71-8" 64" 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 267 9'-8" 8'-4" 8'-0" 1 PRECAST (2) D4.5 WIRE (2) No. 4 1000 1 1000 686 903 �r DETAIL "DF" D_ DETAIL"DG" TYPE DESIGNATION P-PLAIN LINTEL! -1 QUANTITY OF#5 BAR AT 5-SOLID LINTEL I LOWER LINTEL CAVIIY [8x16-P-1 L/ I U] NOMINAL WIDTHr I� `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS EL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT TH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1) #5U [:2 (0)#SL (1)#5U (1)#5L (1)#5U (1)#5L (2)#SU (1)#5L(1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 0" 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 9383 10000 10000 10000 4'-0" 214" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) 04.5 WIRE 2 No. 4 1992 1992 2112 2112 7'-8" &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) 04.5 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$" PRECAST (2) No.3 2 No.5 992 992 751 1035 12'-6" 1l'-2" PRECAST (2) No.3 2 No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-0" 12'$" PRECAST (2) No.3 (21 No.5 804 804 529 838 14'-8" 13'4" PRESTRESSED (2) No.3 (2) 7/16 strand + 1207 1207 605 938 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1095 1095 551 887 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 836 836 426 763 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 2 No.5 20'-0" 18'$" PRESTRESSED 2 N3 ()o. (2) 7/16 strand + 607 607 317 601 2 No.5 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 2 No.5 (2) 7/16 strand + 27-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION P -PIAIN lIN1EU rQUANTITY OF#5BAR AT S-SOLD I.INTFL -1 I LOWER LINTEL CAVITY [8x16-P-1 L/1U] Ij L NOMINAL WIDTH• NOMINAL HEIGHT QUANTITY OF 15 BAR UPPER LINTEL CAVITY DETAIL "E" DETAIL'IF" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL 'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' & 'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 101300 10000 10000 10000 4'-0" 2'$" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'4" 3-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" 34" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 64" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 1 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'4" 12'-0" PRECAST (2) No. 3 2 No.5 1605 1605 1107 1605 14'-0" 12'$" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1948 1948 1093 1591 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 2 No. 1 T-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 771 1264 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 2 No.5 (2) 7/16 strand + 20'-0" 18'$" PRESTRESSED (2) No. 3 1008 1008 573 1048 2 No. 21'-4" 20'-0" PRESTRESSED 2 No. 3 () (2) 7/ 16 strand + 877 877 501 966 2 No 5 22'-0" 20'$" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 2 No.5 7/16 strand +" 27-8"(2) PRESTRESSED (2) No. 3 (2) No 5 740 740 393 772 PT r- DETAIL "L" DETAIL I'M" DETAIL "N" TYPE �DESIGNATION 5-SOLID LINTELP PLAIN / 1 rIQOWERIUN EL CAVIT AT [8xl I6-P-1 L/1 U] NOMINAL WIDTH J LQUANTRY OF 05 BAR AT NOMINAL HEIGHT UPPER LINIEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID 1(1,U(O'L ) UHIL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ DETAIL'OH' &'DJ' DETAIL'DK' 3'-8" 7 4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 21-8" 2'1" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2' 2'-10" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'4' 3'-0'' 7-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'4" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5'-8" 44" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 T-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 191$ 2121 9'-8" 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P- PLAIN LINTEU r QUANTRY OF #5 BAR AT S-SOUDUNTEL I LOWER LINTEL CAVITY [8x1 j 6L/1U] NOMINALWIDTHJ LOUANTITYOF05BARAT NOMINAL HEIGHT UPPER LINTELCAVrIY 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 3000 PSI GR*11E�'LD) TOP LEG BARS: (PLACED IN(SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 32"STIRRUPS AT 4'-0" cc boo ED OR WELDED) 'aLnOTTOM BARS E SCHEDULE 7 5/8" 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" -- C m ;o yy M m MI" 7 5/8" w LEG BARS: SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL FLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) SEE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 4.2 DESIGNER MAY EVALUATE TED LOADS FROM I Mr �Arr- LOAD TABLES BY CALCULATING MAXIM M RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEARR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#51.1 (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#41.(1)#51.1 DETAIL'Q' DETAIL'O' &'P' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 414" 314" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 41$" 314" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7'$" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 814" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 914" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'4- 10'-0" PRECAST (2) No.3 2 No. 5 2699 2699 1959 2699 12'-0" 101$" PRECAST (2) No.3 2 No. 5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'4' 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'4' 12'-8" PRECAST (2) No.3 2 No. 5 1878 1878 1225 1878 14'-8" 134" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No.4 15'-4" 14'-0 PRESTRESSED (2) No.3 11 7 16 strand 2" 2199 2199 1219 1846 2 No.4 174" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 ' 1330 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No.5 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 1167 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 2 No.5 (2) 7/16 strand +" 24'-0" 22'$ PRESTRESSED (2) No, (2) No. 5 898 898 481 947 TYPE DESIGNATION �'d, •� :'�f 1 �' •� P - PLAIN LINTEL/ rQUANTITY OF #5 BAR AT 5-SOLID LINTEL -1 I LOWER LINTEL CAVITY ' [8x]6-P-1 L/l U] NOMINAL W IDTHJ H `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER UNTELCAVITY DETAIL "0" DETAIL "P" DETAIL "0" 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 1 I L SOLID 05(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-B" 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" 3'-0" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'$" 3'-V 3-a' PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8"8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) 1o.4 2158 2158 936 2036 h�.'S 4�. � h..•1 i" DETAIL DETAIL "DM" DETAIL "DN" TYPE DESIGNATION [8x16-P-IL/li ] LL>�R� L UNIT '2382' - 1ST FLOOR PLAN 1 /8" = 1'-0" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID 05(1)U(1)L SOLID 115(1,U(0)L 05 SOLID #5(2)U(11L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB'&'DC' DETAIL'DD' 3'$" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'4" 3'-0" 2'$" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 34" 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 9'-8" 8'-4" 8'-0" PRECAST 1 (2) D4.5 WIRE (2) No. 4 1 396 1 489 489 261 393 4'ul 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 ' NR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5111U(0)LL SOLID #5(2)U(1)L DETAIL'DO DETAIL'DP DETAIL'DO' &'DP' DETAIL'DO' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 7599 1 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) 04.5 WIRE (2) No.3 6796 10000 9505 10000 4'4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 i 0000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 1 D000 5-8" 4'4' 4'4" PRECAST (2) 04.5 WIRE (2) No. 3 3077 10000 4325 10000 6'-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 T-B" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 1 4979 2069 4671 9'-8" 8'4" 8'-0' PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 , o , .4. r. prlii, DETAIL "DC DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION �xl6-P-IL/IU] �H �%Alll` TYPE DESIGNATION P -PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x16-P-1 L/1IU] NOMINAL WIDTH j `QUA NTITY OF#5BARAT NC MINAL HEK;HI UrrrR LINTFI . `.A VITY JUL 21 ZOD Virtual Review Assist, Inc. Plans Review completed and approves for compliance alth eAnne PX230Q Edi by Deb SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54' Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'4' Precast 222 772 10'-6" Precast 156 600 1 V-4" Precast 132 651 12'-0" Precast 111 593 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 2V-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed F N.R. 100 N.R. = Not Recommended 1, M t: 04 N 00 LO 1.f~ Z 0 _ ...._ Z . Q W L C `O q U 0 M co I. 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Two WA Yr WA 1'41 Yn Yet lib n run Y.. 1L4 Yee ,Jra Y.a ?VA vs. WA Yon WA Florida Depa rtmenl of Business 3 Professional Reguiat -in Pap., r I Budding Codes and Standards 1 Y=l Product Approval Applk ten Detail '41 .^ ! ildlllflll�fufu i1 ; �1Alar 1 Gtlsll SMla or au gels 0111ILetna m gu lilac Va ari . its LaalGt ia.MaiillaIIis Yl t Yaaarta SIlOt3slae FaS affillittilMMQSM.i �IJil3 Reasi. 20.1) FGT trdYsibn Jorrs Ro.orad ne laDect ll"o - 46R Wara-Dode eCCO-VAL. 11119r 020 "PaYX") 11r firma APP-d ry r' Ca.g4"_ teen 1041, 4AA 0100 iTA4! 313•2mo st6Cr.gI sws,116.ter'm Door Aeesebo4n ko4or4a1trpoenduamtf c Cmporl4a Mdhod lr06. 10- Wes or Lena 011I UM:aMg0111AI eggostd for U.. Aderond to Um bl,Qep gow �l Redd Mood *F60C or "Who Padua d9011paan f nitrvd R1MYdlan Oat IP1VM OVroOa 11VNZ /male $92LilJi B e00aetoji.sw Metle aped? Nrhyl alwo Cl.-Ootr Mr14f2021 Its Yes Yes WA PRODUCT APPROVAL SPECIFICATION SHEET(2023) March _. <-u rloncia fepar^meri cf Business& Professloia! -ef•c INk o Builclrig Codes and Standards Product Approval Application Detail As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components PP 9 Po listed below if I! Sill A1", C1 _ nRk1$'LI;Cnwe Valyddtc. DY they will be utilized on the construction project for which you are applying fora pre JUCAalp n6 -. w r: Asses '•F; jbcA°�t eery rmp44x t, . .. :...., ry ... , ., . ti . P ,;asn. .ur•r<prrIl•71•c. m ni, I -F Ry4 I Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IThernm IFL20461.1 A. SWINGING a ru Fiber -Classic and Smooth -Star (NON -IMPACT) +67,0/-67.0 psf 12/31/2C26 TherrraTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2,wi26 Them.aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/21:126 B. SLIDING MI W ndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/3112024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayre-Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayre-Dalton Series 8000/810018200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2C23 Wayre-Dalton Series 8000/8100/8200 #1124 '(16X7) FL8248,11 +34.4/-38.3 psf 1213112C123 D. METAL 'LOUVERED DR'S Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/3112C1121 2. WINDOWS A. SINGLE HUNG MI W ndows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 1018/2CI�3 PGT Series 5500 FL239.2 NIA' 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation rP Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2116/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3127/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. F[XED MI W ndows and Doors Series 185 FL15349.1 +60.01-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5125/203.1 Dr MULLION MI W ndows and Doors Series 5764 FL15353.2 NSA 12/3112"024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192A - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.01-75.0 psf 12/3123 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/201-13 C. OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 Br UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Undertayment FL12328 NIA 6/29/201-23 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/2312023 C. ROOFING FASTENERS NOT USED D. ROOF VEN11LATORS Thomason Arch Metal Comp. Off Ridge Vents FL16918r1 - FL16918.4 N/A 919/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/21025 Boral Tile Saxony 900 FL7849,16 - FL7849.20 NIA 12/31/2!-_25 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5\1 FL17679.1 +01-180 12/3112' :275 5. SHUTTERS A. STORM PANEL'S Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/311202; Ali American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/3112023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP `structural Conn. see chart ' - Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999r 1 - FL1999.4 N/A 12/31/2024 MiT6. Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527r 1 - FL6527.5 NIA 10/31/2-023 D. MATERIAL Cast-1rete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/20'4 The products listed below did not demonstrate product appro�l at plan review. 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I It -0 n- Lo ag version manufactupor or go Conrad En,itiew A Licernst VIO�dMM SW vaimeted 20 Submitted fLSC Amprowill 20 AboroWd AM" Q& IK,I4.m a" am lome, leadrim, ux !;QA entry a "It ME Dam an � ^�,Oc 1 4.."Idn' lgm%.l�x "'ir-0 Ca 6 & E,,jA Lit-, YA 16"It pat w a QKtPinaral "t yU*AW auka(w IOCAmI hau2no a" C • 0 (3) . W Atmewision 20M Thw,Tr#Cdrparml stare J..P.-n 1.ynd F 5k.,hnrAt PE Ryar, J K,,,,,) P F 1OW"W11 011,11I I W1 Mr2l 12fl&.20I App,med Make Ye*w awnwariumnor Conrad twortKA-ko-'m v1MVI aLbmyttd eKAWtnt Aagmml mom MCA V.6- japoldeam Qa?A latioLLktmu XWkWA"k luk" mom Fat A -,-.I AUMD,%) amel, .3= ! p 7,nr ,�,I,,,,,,,, ,,,, ,,, - ll 14 4.11 �+ R,_'Dw� Ar.,, ��r,,,,C - 1jr 110i=701 IMIEIUM21 4maa 0) — 0 U) -t--a Category: "Ircr Dose MDO) 843 7M PE 4,'4CQ (et s� 707 6-�,v.� AftrmMKm 2920 PGT Industries � Celt Jena R—.b %.I -D.dtI W0.�F,CCO VAL 1 imra2o 11*512020 1110"N") A;,rr,rx"d "'#� 2020 MI Vzorlower arld Doeirs I America Arco lectural slow- lit Urlot PE BMW sit near 1000dr2020 10,0041020 1Qnw21]1( Agr�gl I . � ,*�,,,,, 4,:Jlj I V, J�' t , .,,r,,,, ,,�., I �,�: �1,�-%100 Van..�,, I� � , 1, . ��: ,,, , I�i PC", , = tV SubCathl Slanging Exterior Door Ameampoe,& 6jim""406thermi .:,� callow. Vandal tallow. Wde Hong 04040"100 yas) 315,2w imw**Gp000jvoo*e. cm -ow, womi j1tc*j""o; H(11.1041940�tedev It'70".1300 M.%ut.r. i A.-w,- I'll! W-W4 9110d - S,kcm,pntiry: Y'd b",ft.qe,4rnl,d (D -0 U compliance fillevaid: FVzolvatior, Report from a FlorKioRogot#rodA,(�hteo I Cbr*O� Method- Carbloallon Mmrt w Uwarg ern CMI,ltW"AI*TbOlt�C'�IMIOIIC4)k6'%,IL��*9 i C��lwi,tigmt,�,�LC-�,�:;,�-V.,��,, 1,�.'q � Ora L,cons"Fwda P�cfelmodrial Engineer I C_ -= PLigM4tUftg#go 691 1 =w_jxalsi 2 -2 (1) III LOM44t7 Products WaRy kidiuvatum Ailoto,mill full I A-t,,,d 1, U, IneI Dail 90*M illusivAnu haLm"19LUn hmwtc%ym IM"d pi -ilk, aLWOL&06"M Aloortl far I Atiol for Use kam amim 0 c- = 0 3: prodw 0.9.1d. flazaland tl_..:lh. I tmf emte"lW1.Ulkiz:0_Pkrls ,l'ulm�4.>.t.%;lWO.,ri f&t&AUIVAAB:One lktw Bilkwa rumm r.- QualtIvAssurairce amangAw-un 62WLVLBLM is= R" "" mLdd ftg*AIAU99KLQD Alu'Dat 111111M aterl"ll elew" W" UMJ�At Hylit .i -1 c- C) 142-0 Ploduct MOM. Number or Name Pmduat O"Cripam Contract EKolroWn QgM is HVHZ outside NYW Rfthnfw 2 SHVIOD ilJogs Wide Impoli Yki OVo King VAmdow OZIM025 Yes Y41 'Yet WA i HS 140 In. ondlit19, P,� 'lMl".OwI ... OZ1812024 N. Y. W, 11 I 11�rw i , r, I ,, � ,I� , ni n4m!�I ,AO Y.- I41. MN 40 M — " -;= M I a. Theme-7m Fiber-Cloub and Snow -&w Nominal IIIIIII &qLict;Nori-IffovoAQuot Opaque 12I Fibing No Yes NO N1A I (:) CD I*- > Composite Edipto bm Single Door X 1 I Ln -0 0 (InewinglOulawria, confism *to - E 0 2 b Thomm-Tru Fiber-Clouic and SMOOM-&w Norninal SUI &qL,at,Non-IrrpmAtpiat Opaque 12?31f= Compoeft Edge Fibeig lame Singer Door YAM NO You. No N/A I a) L_ w S_ sdolw,4 (irm mrialoutswtv X0, (.')X or OXC ! (n 0 CL carf'g.reeI i . �= (f) M 3 C Thef".Tro Fear-C�lg%MeDn3 SMOVINSItIr IMMInal 09039',R&qLlet,No-.IqMMACIU,t.'Opg�ql�m INWX.Ij Nor yes P40 KLIA t '.2 CU -a.- C- Fiberglass. Composite "a DouCow ble wAdmi of ! t = (n < without ScWi*o (Irawnre0y tom ng; XX or O)= I — confeurzkons) - 4 d. Thoffr*,Tm Fobw.Clnsc and Smooth -See Nominal ?&M 0 6quot, NI nrip"quot Opaque 12rdi/2022 NO 'fog 41 NIA.- __ �__ _____ - _____ - - - - --- --- - - - - -,-----. - — _____ - __ — ---- __ —.-----. - - --- — __ — - __ - - __ r-ampodW Easm Fiberglass Shale Door onswroroutowmo ; X corffigur&W) � r 5 a TheffrAb-Toi Fibw.Ctaur and Snvxft-3w Nominal 780W,O Adult; Nond "mclukilluot Opaque 12,3112022 NO yes `A `41A ! Campeau Use Fiberglass Shale Dow wtkh � Sidwws) (Insfolmoroutswroo; XO. OX or OXIO � 6 I The.Yo�Tru Pbor-Cloget II Smooth,91tar cmnfaunoloorls) Nomhol UX39;0 Aqt-MM�impo=q,-d Opal 1=1=22 WO No NIA Florida Demilmorg of Surneres, & Professional Reavlatior musel VT Florida Dops"ont or Business it Professional Regulation r,,,, t � �,, I ! Florde, Npartmert of Busiri & Professional Regolatior P,%,, a, Comfte poeEdge Fiberglass Single Door Build ig Codes and Standards I Building Cladim and StandardsI I 561dirsig Codes and Standards 11,51=1 drozoarogioutomeni X owiwxmon) 7 % ThomwTru Fibw-Ck"ic and &rwvM-Aw Nominal UAW,Q &RuotN*rrimpecUkyg; OpMu 124112= rAmpoWo!Edge Fftglm Single Door volin No Y" NO NIA Pro" Appro"I AppUC~ DeI Product Approval ApplK 0I Detail 1 I Pi oduct Approval Application Detail Sid"II 0"ovorign.4swo, 90 OX or OXO Uwi*u - � I - , t,,!� I ! , I I 11 : I 1, II wnfiqdrzlt,ons� a h TheffrwT#uFibw-CWnc and Srnocfth-lazzr Narrowed "09;0 i1alootNorl-ImpmexIII Opaque 128`ItXI2�11 I Y" No NIA Ii",IN111j,'11i,ll�l,I��.�l��4.,��-��'j O'I r � 1::'.' I 1 �;;1l�l:!:�lI'l�',�' ,::!��:!'ii:,I::��l::I,"!'I[ll'�i"'11'11'11'2I�,l��:i;,,j:';�i��:::i�::!:::;:::::,:::i��,:,H::�..,I ;::!:!Ii:r i: 11"IIIIII': U: I N I::: ,:: I . I '�,!�:;, , I.: r . , : :1 4 A Wt �'�:::�11 I �L: � � I �. �� L 11 1 I . . � " ' � : "' . : ,audit,- I ' . 1 ,:1:...,!:.,::::::i __i :,: : � 4�:11 i: .1 : ;I-- �� LLU".Ua � C&"PUM Efts FH*W&u Double Ow with or � - I � - - Q& - � luit, 4A 29i 2AS Dai Pientiona go laMb _�' � - - - . . �L � and it, - - � am a" - . 0*. P.Odim � - ab am 2" 2KA pm.?Nd(M go 4 YADI&A SMfts O"Mro'Ou*Mmg; XX or OXM vswm 112160= go" lialuiles, A LI,xins, YANdid 16 Yalidwild Lkslaidt FQC A --,I Amummligill its" I= W.I., manufacto'. caramel Enalnew & Lkwat VAI"gd NV Ydad submitted red Awrovii Autsw : INN vir"Aw IknifilLctt,T,qr 001I EntelintatUcem Vallfttd By Veda" submAmd M Awnryal ADWMd a" conogumaors) MUM; .1 _1�� _` I III, I Thip,ma-Tow Fkor-Chn&K arld Smoorm-Slit Nominal U039 6 44optNon•tmpset&qurX Glued 120I No Yes NO NIA AMOWM 2020 PGT IAO,Shn JOAN PAPWWW "w-4-00do OCCO. CI kftrl*�0360 III IIAL 11,05r2020 1 IK=20 11PI Acionsmild R_ 2D20 IJI W04aft and Doss plant &Mse, g R Lam- K Ste.. 4 Lkilr, "t 164I I `V014,11I 0,1000,210 12`11512.110, I I - 11 , ,1 �u'i4tv.-IrI i I 11WI "I'll lil:l I- ,J ol.-lDu" II - CI O".o.. FICCO - - I V'K17)20 I 1 xl.1.7U;k_i 11111121jx1 AM 1.14 OnmPcmww Edo* Fiberglass Snllio Door Commit W".- 11I 4aloo (M) 315-25M cattleman wr,&.- (?17} 3o-33wl PIE 62514 (7$ 7) 3 $ 7-1tOkOl C)", IV— - '.VI , . , - - " 1: 1, r1 7 riN I, 5 --lfp) 00VMMQ`0Ub&W"9 X 00111QUIRD011) sub".0i l.Y.d als"'Siddloonduall[I C SubColepitin. Malloon, bsMkV*4mKvd.om ; SA�,', r3 I . ! I'll", .."�, . ,,I ,Ir i , 10 j. Triorma-Trit; Fiber Callow sofa Sirnitiont Normal 08,032,6 liduot,luct I mplent&1W ll[Aaoal 1 N-.11 i2r)" No Yes No INIA co"o�a mdohwt canlI khm " I -1 CoMiUn� Modwt Evaluation Report ii a t 't, ,, "'I""j, 'i ,,,I,, �� I I ''I I Ic . Campos% sage FUWVNM single Ooor Inah r4nifti. 1z,jW-j krrow � . dk�..d tll,�Icui � Scralre(wir tiro*gtuMv*W, XO, OX or OXO PLAMoM*4d&o �-"#.,J�W,la It"w"', � WitkOD'o'I ! 11 It Themia-TruFbv-Ckmsst and Smooln-Stw omr*umoons) Nommill 6S0ft:6AowotNon-Im;wzdAqul:K Olued 121SUM No Yes No NFA, gwib.maERM AwatevAlwUlas ANURMdULita mom Room ; ! !�I,?A�61,.juwjol I.,wj_qwl.a_,. _111ill 6a�.will.�A�Itktl In'.." UW96L' Z C(xripmft Edge 11"Awgumi Dowlitim Dow wI at IMA Product MadoL N&mikw or Now pftAot pnorwL%ft lin Dal No HWZ 0,Ad* HI ankleat P�tv U191 F11 Qkllt'KkIMIthh, J, 0-2.1.4 slill. i aQgxAA"2U.Xd& ._,_,, twt1,a,_j ;r�vd,p h, rDIA QqtA,,k.tya &Z"Aul U�,.-&kLT Mhoul .WIPIKft (1n,wrrrV0~njj XX of Oxxrj a OWAS20 (Large mealle I.P.I Mrr� learld Window r'AAM'M v'. Y" It" 140A I O.AUA�- AmomW 1, use AQWAULWLMH vim 1,t,�tvr � I 0,11I 5 Illi"M Doan . d lI wirrih,jr, wwom �: , 1, 6- ". ( ) " �'r, Y� NA cortgurrittloAll) allea - I 1 Product K,M Number - Nomm Proceed Domarkmi c-ft MrInAm"C'm in NuW ouimm III Aww" E _4UL-L'. 1 12 L Tharms-Trid, Fiber-Osaw and Smoolh,%ir Nominal 7MV�0 gou*tNon-Imp*:Mquat Glazed I Mi =2 No Yes rid N1,0111. . 5764 Vwb,W owiltrimumn voila No yea Y., P;,A I Commode Edge Fibwalaw Sonow Dour � owmnwovawiv; X =Hovmbcm) � 13 m Therns.Tm FberACImWc and Sproolhawr Nominal 7&M,,O&4qL*tNon-impmctgquat'. Glazed 12441,`20I N. Yes r4, Nor, .; Composite Edge F&vosn 61 Door was ZLIOX � � Setiolneial 0rrwzwV0*w,orI Of I I co.1witations) ___ -- - t.__------________ ., 14 A Thaffr&Tfw Flbm-CM=t and Semi-Ah amr Nominal M*39:0&q.att4a,.Impoe0quat, Clued 121I No yes NO `JIA I Z CL"pc&U Edge FIbwolau Songaim Dow i (boWAVOutLvAV X corilgivert 15 a That,T*-Ttu Fdw-Comc and bmarIth Aw Nornnal OAK40.0 AquotNon-IMWMq%AfA, Glazed 121I No vim NO WA I 0"proutor Edge Fiberglass Single Door *0 5441116(s) tl"MrG*L",Wlkl. X0. Ox o`QXO 113ioddis DilipsitimmiI of Business & Pripfamalonal Reguistion Poe. I a I Florida Npartmon! of Business & Professional Regulation V.,,,e ' ', . i Fk,r -J.) -.1iIhi-tnwnilt 0 6I.iII & Pifjlo6,s�II Reg,iiatior F.Q* $d 4 1 e p Theffruz�Try Flbw.C%vAlc end Smwtt-sa, 00"0pUltirrOng) Nionnhal "039,0 &qUorl'ta�Implaciscluct; Glazed 121I No Yes 140 `4(A Staild ng Codes arid Ste rodards, IAYAPI Elujilding Codes and Standards ",," � J�.)i Idi,Q Codes and Staiiciarcls w.T13 Compress Edge FIbwglaWA CADubb Cora will" or � mahout Sidelties onswirwoutpoll XX or OxxO Product Approval Application 00811 Product Approval Applic allon Detail j Pioduct Approval Appillcat(on Detail w moliguratons) I . . .. . 17 Ii ThaffwTru Fbw.Cbut and Smooth-Ster Nornhaft U039:8 &q%#dtNa�mimotAqi,xi Op"ve 12411r.40M No yes No MIA, ... � . I - - I . .. . � - � W�1,& ' . . 4M-M 1 ��, __ _ . I � Z. i != : Iul! ; p. **"1:RWI :: ,;: ! !'' 1 , � I , I I t I � , !I:!'' ii , , � 1, : .1 - - I I, I , I� � Compoaft Edge Fb"hm Single Doid, .th 1, I , �,��l,�ii'llil'illi�I'll,lilli�11111,111,�lilli',�i., 10"t'! ili�i:�i�,i&��kl�l��,:,��,,�il�"4,��,,,,, � �-� - 11 ,, , ug,, I � � . I . �I II III II;: � 111�lil:i:!� ��:,�:1:11I,�,1,1111�!�li�)��i,�i�lli,iil�,i��:i�l�,ilil!i��lI,li�� :,!,I, ,!1i `l'!P�� I 1 III � � �1 � fp3j�_441l?' is i ThwrffA.Ttu Fiber-CWsoc ow Smooth -Spur Transom (ln&Wn$;Outw*Ang� OM conflilwation) Nominall MOG,S&quot,N&ii-impac*Lo, Operjue 12&1r022 No Y" No NA ,,� I ilii,Lwo, "111 Pr, i I i� �� -�a � trJOCA I I . I Do 292 I?mLt NWM am �, I Sw "Ir Enift at gn 2111 DAD pmkclm M iL.12 I ;LnI ly (, 2111.1 211, Dac, Pens'. 1I Complains Edge Fibwgim" Smillm Door Mh .Qta XKM immulam gala I wamom nor VAUM,d bummm LWAARailue tagam ada MUM Insist RaffididLiEK rAd" finamli,jile, A I yeliffided w xdw" ALUX" ARC Amnwd hLwwa RLfta im Mal U .!lA,_%USI .�� wailvdA."ttI r III It'd a, NAMI F w; age" Ao..Vbd a" ��(sizm or Transom (lr*oAnWOut"� CM x or xO O"ADWW"4 Ro4flon W20 James Hardlor ikxikbg Prodects, Inc. Chad Vaos Y�,oro�T&N �OM S0,Ahow, F� L (I. I on ",).,I '7n4/'r" 01w.-N1 artly red Anon Ft&WW- 2020 A1ml1do wio rhomo- Ly'dar r,h.vj,pv n", J King OF. 0211512071 1.111wx)l (121227awl 04I 1, ,, , 1,1_j I P.~, 2ox 0,kt, &I 0.1 Bosh RAn, 'j-;:"I!' ,I,,,,,, ,I,,:",,, i, -I, ��, Y, N."., 1� �-I% I �,�I:''��, I "IC �,,�-' Apt, L-I 10 a T hmrrrrwi F ber,Ctiotim and Slroolh�Sbzir Nominated SLIM., 844timNan-invmsgquoK Opaque 121I No Y" w WA caomt Pence Vftb (90% $454354 PE- 1102 062)MF_2Z26 C*Iow. Pam al lower :330)922-238S PE-43409 tillo 76-t-02's � C..J-f, 0"'A t9I n4ml, llf% "T'Iflf! :' 11 .-I Composite Edge Fiberglas' hips Dow voilm SWC000fo: sides vkod,d*tk%QWTmo"d $16CA"Fqr. 900I "Vh_P_(h0.d#,,,am S.LIC�"Mly: AU4t.t,VlVJ- I nAaA,Cw., mi a4wkp(o V "ill.A0900wilaw"g, X0. OX a OXO cmviwt 4 moqhc4 Fol,wital Row rom 4- I Coom"forma Nabod! EWUOIM Rep�l *� a CoI ance N41.,-: -ailtool - "Ititan IrdIn A CAArmuous Head and sol COFA96mmm) ricarb mellowed arwItiator m Lloonsom Florida Florid. RinolsionodArrhHoetar. 11.1con.adlieridor i � ". na,,_664AIIMII� � a Liidirleld F141I . 20 t notiff"ll-Tird FlbWX4U*6e and SM1OOP4,S1w Narmuoit FAIRM,l) &qLm*,NW-OW"O"UOt. Opaque 12?3112022 No Yes f1b NIA Proles'einal C'quirov, Pramriswzl End— I P'.t_l.I Enu"awn, 11 Compwft Ed" Fiberglass Single Doa math � 93JPrtd1j,:u ,le dmitili C ngwjioOtaong: XID, OX or OXO Ftm2fK6"Pl.d.d. FLM12724t&Ptm&wAs f_#1MA. CWftLP06S Mind " Sir COrMOUMUOM) quickly Amtom AoouomodlwU2* agalosailgLiale bm amm QumI Aturim A=..d JIM U" Almoner rim Use knod lhnia. i 9&49�t� AwilrelUgir I 82P.LuIdIVIlt-liltio kmpml DO*il 21 u. Thwo,&TCU Pb6r.Clowle and &noM.Mar Nominal BL"Ra 84LCtN*M.Iwpcg&qLot Glued IM"12022 - No Yes No WA a" Product NoM, Nmbe or hum PLOdi 2foleopriplit cowed wid*a"M In oulddlittriv Red@WW Pressure IW F4 �t M.W, Hijimblor . N. - wM8,11-11"S111I detailed t,al'.tl- DAD III MIMI! OIAII& R.".Ii t,lm� - I �� 1- Z-ouc As F-da. ft"a . RaI PIVI 00140,triuv 111hyll seasonal ft"I I 2,1111111111t.t[i Come, Edge F4b"lanShgle Dow wAth ailamilWati fna%oq$OtftMfV; XCI Cot a OXO I Cw*wk Lap Store Ns...'nuirimit, ." 12III Yes Yet Milk NIA I a, &qua2T8qucL So1k Vw arflttid Vtt�43,00 1 213 1 r" 3 w Y" NO NA I . 13-1- A,;,1RwI -,I �4m. �, j ,, c BC I "11 I,VK I Iq�i � 'I'J I too an" sod, 5-tod and 12`%M� Nn Yee NA NA Comonuous head will SM corAgumkbwa) 2 4erd#PW4 Lap Sidi" low•'rt try wiou IM140" Yme Y.. 140 WA 2 b. 60IMAIIINIM" T"cool. SoM ,~ - r4ld V.wt 51" � 2131r�M Im, ym NO II ; I . I I 11 I I I 11 11. , 22 vT hemmi F ber,Claasw and :^,I"zalh 8mT Nominal 5Ui &quct.Non-lwcmo&aum Glowd 12f3lr= No Yes No WA 3 1:. &tluct:GFembrw 1011111691, B"d"4039 son ,1011 a *1011 vwlYi Wt 117731n773 w Yet NO 1U. � Comwaste Edge Fecrolaw Shot Door wAh 4 d Iwaiwo"Jawit; son vent m sni vinyf,%rim I 14`11h):3 P. Y. Na I., : I Stcwlu(m) (InIvAngirOutswrog XI OX or OXO 5 Im &qad�,'hwW CetiolliqueziI Saint Von: � So V* 0 S^ 1.,r!!"0!;! W Va. No I � Continuous Her! and SM conriliuratodmi) 6 1, &quol:sww Spearri,quat; Sam :d Von � Sul It V.0 3,,fk ! 2n ,2oll 1,11 , y4o No .� I 73 we ThwrvwTru Fiber-Ctoi* and Smach-ftif Nominal SLM, 9 9quoLNw -InTMAquol, Opaque 12131r2092 No Yes No NIA : C*mP=ft Ecam Fiberglass Doc- Panels vitith Ventled _1...__ I &"#*'* folverwoutizzleft MV,Xwxxxx I owfirjmtme) ______ ____ -!------ 24 K ThermwTruFAw CillswAnd SirlwmAh-Stim, Nominal 01I SquotN*n-Iff"dk4ot Opaque 12131r= No NI" NO I ComposomEdget Fiberglass DoeuPronobvilthVerAnd � Sude1W-x)tInzgaud WCj,AwwrV XX XXX,x)000( I confiquiril � 25 y Thomr&.Tru F bo'Cla"io and SeWWOt,Ster NorminalUMN:89ALI rmc%d9qIdk, Mated 12talr2022 No Ymms flo WA I CompoomEdp Fiberglass Cod, Panels Wit, Versed I � "kni f-nWOuo-g', XX XXX - XXXX Florida Departmism of Business & Prefereglemal Regulation lt`eP. I 'It; Florida Depertripent of Business & Prolm4onal Regulation ", I e i � FII t)i,I1v,l i hij,,I""I,tt.& Pwm Iil�."1101 F1L(-jL,i"ror, P.P I d, configurstrome) Building Codes and Standards IIA..,.; I Building Codand StandardsVN;! I 2, j,)QIDdk'1rd-,taCards 1:9l70.I1 20 z Therrrom-T ... F bw -Clatllmto and Smooth -Shur Nominal $L9M. 0 &QuatNon-1wavodouot, Glued T;"�,.!V= No Y" No NA i CompoLle Edge Fiberglass Ott Panels vAM Verrel 96OU(S) QM*WnoOOWAWNV'XA XXX,W XXXX Product ApprovalAppOcation Detail Product Approval Application Detail I Fli " k I- I Appiova) Aftlolication DoW O-Vurat-&) --.--. I ___ --- __._ .- _____ 11 � ...-- 1. iiilitilIiiiiIlk lllwllii,:�� .... �,t:ln, L - I I I- I I ' r � . . I ,, . �� ,� I . 1. I I . I . � I 27 zw Tbwmm-T(u Fiber-Clariskrund Smooth Star Nominal! EOM 8 &Qw�ti".Iffoock$quot Glued 12I,311 =. NO Y411I No WA Irr"to o9eF,bcf9h%xEindt:Dcw*okh380M,0 Old E f6mm-lu 11 - I � I i , I I . , I I li��, �Ilt� 1 , ,, 11 �,��q'Eil:41L,I`�-- , i �'Iij, I, - � � - - I - I � � 11 I , I ,''� IIII ,, � , � III, ': I � � I : T � � � I � 111I I r a deloe*,mullownWoupromiro �KC 0XorOXO llliIi�ii IIII1k, JI E:lltt6!4%-90ll4 1 ' � ' KI ' I 1� � , I I I Emil- . I � - I I !: I I �. ME go paw Pft%IM I Am com . �- I I, � :: :, � , :, r, �!:�: :� .-- �.i � � . � . �,�:, IlI!r!IIITI':!:', - I : I Milk 2111 Dal-?MKIM DK* � I �&11 ErAnly w llff-- 2- I. WLII 12.0 20 m TtmenwTio, Fbw.Oawkamd 31 ocki ,SW Lw4urollors) Normnal SIMI gatuotHan-wroomI "114I I 7n I r=2 No I(M ?,jc, NIA, am ywm�_ Mw,dk%w 9mm Ev,, Imer 4 Lk� iAdwift YAW" Allialw red Approve! Agau,ntild U" 49" VKS.l kt"[.U� culau aftm wa LL�6 Val dam a. VsWM6d subrwb6d Flo Alamos A2atau� � UtL-!� I �� , , 1.1,Iq,, 1A_,OtI.h. : . I!A4 4 ftick, K_jU_1I. V.II % .., - , _ . _� "d II ��!� 1.0,4 1. 4O 11 .�I �A"4l""',ml AII Composite 94p Fiberglass Double Door veth R&Aom 20M TAIAK0 0041no 1`100wel ILL _- Kad Screw Hot. I N."'W11 Jott," �11t,ZII TCK4Mx -XW;91+20X 101112120" i2olsom AFI P__ 2020 L V IhMVU* In,; -j" nrP%0D N�1,4lijraj lopw ct,"Over, Z&�h" R Plool $I~ K Unon. PC 0401712023 OW &2020 09=0211 izis='Fo '10"I,"'t I. ,, , �. ,: :, � r, I I %, ,p', ' ,, -1 , 11 I ,I", ,11 j -14 L Lwow P L(I C'even M. tI PE .`�,_Zoiv ;1`111�:.�. 10,01_,7C, 11 :ji 61111;v ",L' J 314W &dpk*e anwor"wovkwoma; O)M Category; Pool 441b 124-4844 PE '166 ,04) Z1,`f"4 MCW$C4tMWYlfAULLJI al;0WICA PR 7407i 171113117-11464 I :,0�1,4v 1 , , " I L� 1 . '�, 7I4 C'O'u r r I 71 3 I't-0464 29 in the,,wT,vFibw.Ctm"c*rW$mouth-Oaf owitguration) Nw**ISL**.O&quutN*fi-lffwvt$qwot Clued 12131r= No Yes No WA &,bCMU.V: Undarrme., I wortatiork. - - Cwsqw. Prooding "Caroacrii moving Accw=hts towl we mot lonyaparrieltokowg=� I ,,, t 1�d' L�t,,, O i I ,,,,,t, 1 lI,r-,I!: r, ,-Pr I 1 I .1. I "I Complete Edge Fiberglass Shos CK,or vvAh W.19 D C"IMMH Ndbod EANOOM RqW it- 0 1114WIll Pull 11f1h. i *MA4. i ,,I,11, Unlh��.. k r'� it,, , , ,%CWWS) OA$Wnotouwmr.g, X, OX or uXo Freeze, Potosi A,dftd are Iturimansed Flands Vanpital kWIll�t. FIcoallon Report 1,,." a I r 't �,I,,, 'r, ', I ,� �'O"' I :,L � 1� 'I ' 11 I -'V I pmk"ww Engineer P,01d. Foci Nenq.1 V a Ll'on,w R.ew I ! I L,I$plo� 30 A Thierma Tru FIbor-(Amow mold Srrwozlt�Suoz N.I 08%. 0 Aq.ot Non -I mp"Aquof Glued 1131n= w Va. No NIA Pyofaotonmw En';l Compolifter Edge Fiberglass Double Dn" w" 1111111MV"AgIll I IF I"M-Alt t llblilu 1 3L%=:O SWOWN linvAmWOubrmr,g, 04n0 mnlitumm") Q,,dtN A� alasseemalliI A-,yad 1, Use am alowL ELSIM&82PhW,d, I � C_1A_Nj_A142_� A.11,114 i. us, I tRYM Nir use III Comm � 31 Ze Thzmrroz.Tru FlOol-CAMI and SMWVI-Mr NW"MOI ISM;D 1141JOtNion-1 MPOLUqUOt Shaker 124111 No Yes 1`110 NIA ll"AMath. Product beautician, Jai= O.Wsw HyqZ R,,klaM Premium Quality hmtawl Aawowd fat IM Aswo"d fail LMa bm L, _11i Nu � 1,,,�. rt',' ,,�I 1I:1n,1 1,1I'1I I?YIMXr2. U6 III 4"A Sw"CmVwie Edgo'3tuod FiberglaosSinglo I TAMKO ROO! Idrwdllrl;,Imaift��ewlQ� Reell..retterMani. (a ". in SC RVIC Q."i2r)21 r" 11 � NO WA ftA IVIII ZDAU.AXOWga r,"= n" Us HIVII 2ANNJ= godum E 1.1ma j 10ar 3 : I I U I:,df,I , ., 04 Door Wtb or VAnort 1 &492 Sk1#14III wad'"I I =,= ` with Bolls i. T ilq .tl 9.. ,A,Vt wol ft war .,m balm. Y" Y" WA Irl . : " 11 (IntraminplOoNowhip, X. OK X10or0t)(OcorilliguratiorW 2 TAAAKO Rod underloy"als t"Off HV"Z ! llaa.�,I.Morl.torusaln 8Cra-H%W o6r1=3 No Y. ,,,A 'I'. " TAhiCOGemneckvom .'O 4 MOM= No Yes, NA .. 1. . I . , ne"InI 11 TAWOOO-"oR"Van4vMOfttk 2609 $taiiclo(�"triala.01.1,�l,g,,�i.�lk,.rr'. Owl,0112M Y" Y" NA NA I TO 4 TANICN) Round lop ON -RI Vent Man ftft for No - - roo"alista, wt1h batite 41tw0srZQ6 x Do SI Yes Y" MA "Pl, . ___ 1 l I . � - i I ____ I I I [I I I 11 C --,� I \j . I I K.1111C. . Nssts , � Virtual Review d and apo"I . - � I Florida Department of Business and Professional Regulation Flo ids Da pa mriory of Business & Professional Regulation BLI Cod," and Standards Pepsi ON I III Florid* Department of Business & Professional Regulation Building Codes and Stainomids I �. I l I I I I I Florida Deparfirr,ttfl ,',; tA',I & Plotwoal R-,ji,lattif, lkill:rig Ct�dw, wi�l *lw qar,,� . jo,, t N the w", plans Review Complete'N , Building Codes and StairWards 31152022 Application Detail Product Approval Applicarion Detail i PrOI App(OVAI Apini,cm,lion Dirldill I 1, 10111, COMOV131 .e \qA1 w1an, , Nnv%p. larradticl Approval ; ..._..._,______-_..-�._--:.hj 9I U) Product Approval Application Detail .-.-. I "------ - I I 400:0 � I I ll,!Il�l'i,iii'l��ll,�l��l,��[�I 1t 1�1,1111,, I :!I,�I , III III iIi IhAlh �; �_ � I .[ rr. 'IIi.",j[:j � IIIIV,�,[;' I I III �:2 I I, ��'" � ,� , 1�,!:Il; [:,!",��`t : .: I �, � i Ill:�c� ,. . . EMIAM12 ! � , , _,,,,I,,jj,,�1I, �r� � ' ' .I , r ,! �-.!�II:I.V` :-lilill,!,!,:,Illl�1,11:� , It ;' ;I 11 ;::: I � I I I r� �� '�I'Il i��li'�'l��'�l��[l��l[I'��l�l,r�.[.,� 1��'I � ,�� !!I � H 1! I- . I I, irtlIlk;�� .il: . �. I ft I-OF6 all L.. 2110 Dal Version rialatial 111I go= Em,mm A Lzlopsm )d,Mdgod IN Do no Ddb Paidw UMd,l,d Ahmamd FM Airways no A�Vod am ii" must V,,,w Nwuf,d,rw FAI" Called StraI A L,yaz validated IN 2" ;At Vdwdkbd Submitted agabom FDIC Amnuvg so An�ld 2WIM, I "r, ,,, -, , , ,a9d ,41',� vw i , Dow v ;mlla;l loomlAi.K"m YAO16Kk 0*1 mv 249 PA" QAA VIIII SM1,104lout F_§1�'A9-)_,,xr_4 Apwiii�, a" , , FU42WR31 llt.�mw 2w L-- Kom. Jolley Jim, ., L 9.�( P L I irl� PC ilr=2020 I 111?XIM 11MM dr,S1 FRO I Rtorlw A`20 9-1 Putting Arzar- Al 'AF440,jnf� r.1,..t_ Gomr, w walks I W=20 I I OQZ024 1 11,10I 111:1 Acpl � ,,, , , ,I-! � ro,,.tw, 1&�, � I I. W R'dOnw" Wool 113i ,IF Jtthr�.. 101,�', , , jI'nIX�,I[ `r'&:�,,.'.'� lrx.ln-,�, UWVI�)110 Apwvrod (D I 910 CIAWK 20 20 91111111 na S=s 0m1"wn Falling 5011IM-61163 Pit (71 7) dil? 5A " colagavy Rare% (401)30."i SerAces L.I.C. t,N)51 054 oi-K, I 4,l.,t, "o - ., 1�5�1, 1�,,,,941 -"W 01541 11•�,-11�94 . Ymlon MaftU.f_ggjUrW Cc bokimA Vialklatild By VskiffM S➢ ubmitted Pandling AQRtgW Approved &MCMWq! ROMeg A� 11,14 mr. on Noll"eamenod,atim u6cm.0I 4-i,4 T,wi IllmoIatan Raper bell. atorftdw6mobovoo All �1 '! ,,� , I .... I ' I �' L !nr1,I,1111VnIh � ", " " : , " , "n, I, 11'. ,1"41o10 - " AOMA%L I(Rj Revision 2020 POLYCLASS USA Maury,A]plart License John W. I Dr2". 20 102212020 EK 12115 IMMM Part orft Pock 0 9notarr Comomn*Wwo:u,smotonp��,, ft-$ C�V?Iw*00%w: I F-1.4 17* I � 1, : r11, 1), , I er, nl,:! I , , 1. "� , , , I L I CwbWrjr Roofing SIMA233133OSmalipledapolyglasacoorn Robert NioMinen KnezeVich, PE A111111wa Flaft RbOs*rtdMMM of bttowdRoft WLAM24tl2 PU,L,t, I "10'1,�,S: toorw SUbCafti PE-59168 (954)772.6224 1 1 III rim Nots"wal EnOnw i w I 0 INUO me, Prp,N�Jrl � Undsidayrinserts IUUZMLALamba Alf, & ".Y ftl." 111� Q"ft A41trome "I.MWICI I' b 1 I "I W i " Allotment mor Use ILW Anorwad for U" lm"V= limit UK= R.1%L 2-- - I I �zu,LUAd,-& Awd�!1.11.�UL Y.L.I., U11 _1-U Lt.�.l WUA4 Compliance Method: GatiftAssissito ftionstuff-Ags, Aowoyw ft, Du &Mad R� - . SO" CAd E-Viom 11I EwHo I Pre duct Darouriallont j,,da . t L"aigj2da LIVU �1�1.ldykz ft-,zl,ul, Lr Inal, Evilluabon Report hornt ASA anagulaiLnOOKALBM n.datcapped 6,,IM4�E)MA In HI ouk.1do Mv"Z and= F� 1 � lbakh ammo: "perat $Nov, Pw - slk*� *00soft 0,11014, I lot Finfile 611vil"" (.A 1 V31 rim No Yes Nlolk ,I,,, : ; I It t"I". ,,,, I ... ... � '. ", 4,1 f" ��,�R?��'�i6�lwlz.d,9e#"I�.I.�RSI��:;Om�o,i 1,�,.l 17;1� 11 Ih , I a a Florida Regill-vied I 01.1,46I D" or TAVOluill Chodit D" 4- P'.19, powrallizee. idl,� IIII Row yong IvIii W,nannsivAdroehadto PIII Dock N, Y�, *1 '27WI lo &.- OOQ allow, She&* Ir'""I WA Shake 1`611 PIdd, 0, No CA 12MIll No ye. WA I UV� I - " � - � 11 1:11 I 11 l_ t., Vm_mz wazdrl,�, r �1 $Zllrm 'k, 'feel I�A (D Architi or a L censed 10 S. ar" 7M AbAir role. $ionp SOR 9bilke Flat "I. . Sl:kf-, CA 1"Alreco N. Yom N/A aUtt i 2 ,I 1. �',.p:_�, � tL :1,. �' j 4 � I � I qi - . t ` il I ji-I I "It .... �'Vmk,td ,,,�, = Flonds Profess one] 2O �r Sti 700 - %.n. ,S10. A.Pl� 4.4" DUO Tol-Ea"olgoloolli Fkl lantifile - litholo. CA Q1311=0 "gh Fk,A,n II I A 1W311I N. 140 re. Y., WA I NA ll� I I 11 "I � I I 1 �, 11 � I III I%M.,A. ,twIti 4D Engineer 25 01i" - ��oOe.K6ty rX 121310010 N. Yil. it^ 11. � - ____ .. --.---- _ C_ FLN62N4R31 EMdUM MlIghl Product 01 I I Number or Name Quallualigaw Aftoralladfatum Assiroodfatural Product Doft,rMWii 0gramrallminallan EBU— Niwm— �� lm "list" lkdm p;wn—we i I L — . w I Polygl*"R4&ur4okmeem Reaft underlsymerts WWI No Y*$ VIA +NfAl-M 5 � 1 Polligus" liddif Undessynnents (HVI P*Wa"rWw4~erftl0w*im F9Ci2fI Yes NO WA WA i � . HI ws"om, ! > 2 Polyge" RO&Unft"&ft (non-HVI-14 Poillytro" roof LM~C(i.lS. too LM ON 121230I No Its WA *NN4-M,5 I CZ - 0 � iudedichons FsC nor�HV47 Florida Deparlitnerl i,f Business &Professional Regulation ft" f of 1 Florida Department of Business & Profersolonst Regulation r�:,I � . , F,j;!,�, H,�V,JI,IJJKW I Uotwl,r;Vro ��, II .. ...... �, % -.4,>,�jl I are . L_ I Polygons ROO Unftft"erAs (HVKZ) =�e" f" W40mrjm onts for use In Fact 11MY2123 yes NO kAirzcflororus VA WA Buildir:j Codes and Standards 1*5022 Building Codes and Ste nda rds P�It: '' � � Build"to C'cc" "Ald %;tiroardt frMIN't > O_ 2 Polygrg% Roof Undelialimseri (reaft4jiI P*oa% roof tormlorlayrn ergo, for use h 12)I No Yes NA .141I Product Arttprovlsl Appilleattion 000 Product Approval Application Detail I Pr(xlu,l Apjmou,Lll Ag)plk all- II D_ FlIC morI judediatisyn _____-_ • I - _____ 1 190meAk I Polyjass Roof Undtrkymer" (WOC) Poirgeas roof wendarlomyrn wtv for Jazz in FDIC IMY= yes No WA WA �!`! 1!1!:,:!!��l��,�i��i'lli��,!'iI iII, � !I �t � 11 .. I , : I : : ,!!,,,��11,1�,1!�,��,i,��,�� r.[. 11�1 � [ i I I 'it I it Ri, � �,:: , 1� . . ,: 10,111"Q1 , I � - I 1. I - I ! :,;: HVHZ juvadidbons, *00"�, I, � I I . :! ,��:::!:,:Ili�! : . . ,� I i: I IV. 1, 11 1, .1 I I -FLO$$"? i I .1 9. i I:I: I "I t�: V - .1- I P i , ,�_,__ , �: - � I I : 1. I I : :: I : I Ill' , I I I, I I III' I'll 1, ll:il' 1, � 1: � : , 1. I I , li�!l�l'!�;,��:il�i:!.�ii!!i��,� .. � Ft . � i 2 po)valass ROO urderwwwn (non-MVI Pollirglass to& undellaym rints, far aft in lmw= No Y" WA +NW -GI uk .1 I � : IQL_f�ai 2NA 2da Dow Pyrafirip 2111111 q* bay of 2a 2" cokbume am I 1;A" 91.1,4 �. We D%4 DAP flei.,ko pI L. -P-i FOC rrii VHZ jurisdictions Tw yoni loorl Corbett Ew ,qw III I license vandlftd By Volidew Submitted FX A DO(Cvgl Approved status us Im Voradn M,,f,d,r, gam Erworear A lajitua visom.j a, 5.14. kdglm adiablese CA IIAC A�val 111106" A -ma ;gMit r i __ 1_1 -""-", L$Auu �atwzsL_"_%JI V,idallmd I I. � I xAtAm &Lmitjod "Br A,,r,,,d ;11I I Ul"Oon I I 1.�� I 11� � -,t 0 I Polyglia" RodfUnderleynizer" WHI P*diI rad"ranallmentsfor use In 1`91012123MM yes He NIA WA Foreman 2020 All Ar 4iuI and Go" U ke Seldom Flat I. Itort,itoirdo, PF Troy Bishop. PE. lor2wc2o I 01 1 5 ro M 110-14140 t le I I V, W 0 Atopro,od Fk#,Mon 102) NF4110 Stood L..1, CC 61111,0- L LI-, "Imat V Ral Pe i I Q 0 20 1 "1111,0211, 1146M.10 ,4�tr� ,�; I .1, "�Ii � �r,jai c .,rtW F�w. , Inc 1 IRLotrT,;lMit, JI, -I -I J.'', ,..I, , y, 1111%�!IIXO 11��, 11�111 HVHZjLinedittem. Cales"I �;,,,t*% (561) 7124M pk_.-'4664S 4954r �W_0880 camwv: slywitt.ral r a; g1111A =11710,"71 (4071 ot 1$1., Catogiorr. arwitew Cwi,,�:rwitk I � R I 10 r19571 7 ,r ,,i c � 157, 1.kn ", I I =3 2 Polliglass Rod Undmit"eri (pdr-HVHZ Pallrogas r*&UMd&""S�,lbr use in 12/2U= No yes WA -WAII SubCoUl Sturm Fan.a. Compliance Method. Eluoloodan PCpI t I")". MkOo@41kornoiOWshuft its Corn 9�DC&w,y. Trual dome. C-mN-uoh.d EvmwwI Report *_ . �dltmftrallarlww.ow $,iac oI F,.twol IrVojoa,d 0 , o, il v�jfi .1 I , I I 1. - I j 1 1A, p. 0 yd.6,l_.,, "i FBC rmn-HV42 juisdoors. 0 Ficauct ea%Mm bility ! Cot #11 .I, filnh.d: E,,,I;. 1 i',*;�t frwi a Flondo Regalmored Anchmatet at a I K,onfizal rl,xkla Professional Engineer r'11, po,�11111V [ `1I �11 n liwd r1o4d. 0 Elaimikak1mgm fLotasm7pt.d.� Q,OWAovxuua Appro"o for the Abaftgnifluir Use Wo-d i-41O, ! I ,fl-: ,�,,10 FIU�I � lt.0 I " I IN I 1.14p 1, " (ZuairtvA.Nftmn(:e Apolowildnor Ujul fluxtra%rVelf0rid" lmom Detail," ft" ErfaI Meet, Number K NMI em"Lowlitidon cawrmicmkmdmbat In OW goggLm biam orrivit I I- I ,', ,or. 1, A I'll U, I 1 Ull� I �_, (I. 11109-0 Model Nwmbw or Man a -".Yet Neariow �Lorqresti)�,lPnSpOI Do" mlirivw. QWI*40!4yt�z Emil" EMERM I My V4.4alI "slow skonedo lH Ital 8) htkoil 1-ork, III 1211=4 Y. Y., 4A 1,1� � I III , � UM!a < I _"war 24ga c'evantmIld Small sin" Panels 24Q0G4Wrm460,1A100I P6110% 1251G1022 �ee,[ Ye, yas, N/A 2 1W wx',Apow " PIOO WWI 111�vll,.Nl Pol, 21102024 1121'MI2024 Yam fqs 1,10, 1 , : UVY 1-1��,�3-11�tY."iL�t4�.N.Ttl.tt)I PT a-*rA vtw-lwm G11172 III t Dell It I-Ig illy t I -,A I; .��0_1111t" .'.!; ft-A-t1au PrIewnt 11 I 1w 841uhlaim, Titace W141 ".1YVInt 11.6 pl, Yft Y. NA I I ! I I`,; I I . 11 �1`1 ''[ ,�, ", I'L.,4"N R. wI V,` 11C�111"Upt,t� I!, 1�11�1�` - I.- , ., rl", a) - ...- _.... ____________ A W,QUIa4tPirem" ll I� I.Itur `,ule 12,`31=41 Yet �`. NIA . . ...----.--- 1. - � ! safeness ICU I AO 111111111. I i = a< � o- Fildridet Dop&Mmd of "Inlials & Professional Regillftion ficezoll MCI) Plorids Department of Liusiress & Professional Regulation Standards par I at V14 �.A f orica D"Ilinvint 01 euwoss & Prollossionvol feellowdion Foulding Codes a rwd Standards "", - �,., � ". ! i KWAMSOMW F— Ekxldimg CWw arid Standards 60c.-Iii Codes and ! k.......) Procluct Approval Appllca#on Oft$$ Product elIpprowl Applicadon DeUd Product Approval Application Detail ! : AOIN%k " . ..... l'I'1'1-.�,��.�,,,�.tl�'ll"''I'l�"[Ill,�,i�'ll"�'ll""I'll'I I 11 I , ... , !:_ �_ 't - I . . __ I . I � *=" 1�`1111 11 M,"-I ,,,, I � "I''I'l � 1 � I � I �� . IM!'XIII I I�II:,!,Iit , � �, hl$ " I I "U"I.Y1�IIIII 1! ,! 1, 11,11"It'', 1 1111� 1�114�4"�!�,!I,It�,, I 1�11,k:! � I III ��11� 11 il�!i;,:Ii ,�: I 11111 I',, �1� 1�: I I 1 1��:`: I ll,!Il�l�Illi�11,1!�l�ll�ill,�l!lllq I I ,, '':,!,I�,111:1�ll�;;�:�l!!I'Iil�il!�Ill�l��,H��fti� , 11!11�'�Ig �� M�I:Ill, �1 � � , %1,� 1, Il I 1111!1 1111111��!U[U �,li,:I:lll,��li:Hl��:��l��,k�� -t- � , i : -�, � , n9whilIll . :110,,,�� I;:. 4'' � . . 1� 1 � IlIlr, ,. 11 I I , �:!� � . 1. . tUll;ii ��,: L_ - �., ,, . I _ I �� III"! 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PIE I 1A arArZD I 111141im" 11/2w2ta_2t: 'I I I &10% < (D rel.goory sbmdwaic&"W" (964 SC4.9635 LLC Geometry, so"olwa,7'anporeirls O&C9.00'r, Fnet...4 two, 12531I (40% Rotoodgmicaredr,".11I dialect Pens, "o"ll, a.bc.bqwv: 3I I407'i NS�2*M PE-62514 7I 71 1 I" 04W riallealanirlunninlan.h. � 77 1 S,tC,d.g.rf. Trozo Pk*s C4"110" Named: eww*ion ROW Rama ... Illartairroi own (MM 51094W CMO.Bw"m~. Ellmwo- RODMWA"a �,.- conwiawtuothod:k,*VmmN*Wk 0 0 ow Product EAIUN"W E�w, Pladold 1t000limar, Evenly fail flogrelitiodA,aleat am . ,J.zi F4610. I Z foollwitib midiglual UANUALL&4*14 Ptol*is�*Nl Engineer I < Qm& Assurance Amplowd lar Vila Amovial (w IIII UW 20* LJWJAULI� 1111111 QNMLMN� A-mmtt, mg6mukmddbm leaml&NkdwmAu In U, HWI augenduLm gwd*.= kkolt ftnitmA DIAM PIE"" ba Protest bodmilL lkwribt-r or Memo letodalt D�i,d,, h wm 2whALIM flitguirlit'l eolextur CLoftAmwom Abwvnd I-K Usto A1119LO&VaLoll. 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Imar, idatrodar plea. 1?,I Yes Y" NA WA March 6, 2023 PA 10 I . ..___._.,._ .---.------.------.,.-.,--.-.----.------- - - ---.-----.,--- ___ ___ . . �■ > 0 Simpson Strom Tie 2020 FBC Approved Products Uptailed 124WAX- Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products Updated I Er-TEM7 Simpson Strong -Tie 2020 FBC Approved Products rordirfel pro to Iwo GOT appiolids laski below, r4MK�k�"- to all 88T approvals lite dbelcw 1:l,17K HER ror csot onlIs it, as ss r approvals rated terilow, LMQILkj0 =44 �"77P," Por Me,-11,R$ in all SST 4Vii lill- - M Far additional trepanation regardblig Flarklill I'Afifirwids, Proasiot Approind &js*m and MarrikDade Counlif Notion o(Akwasip A) 91.19tsuca For additional Information legaidlisti; Flontial's -Assivivestio and Marril4)SCIeCoUnlyhotlice orAcmeptiii (Ii gJACA.0 "Pt �.Mortll IV I`Ij1N;(xl$d 1, It. 0 ',1, 1� N''I r";I'mi-Nde Cokii. 1, it 11.1k� irJoillil. cLIC tFNIa Cf) I'Lang"? FL#I0488•R5 H, J,; sone-, hargorr. FANI-11,%MT riargert; available In wrAhs rarg,,(; troi, 1. Jr, if Ing Product Modal. Number or Nama Product Dasedpdan ftiProdud Model. Numlter or Name Product DerscriWan Product Description ve-sion lHUSC) avaitableffor modois ho. �CIL.Ll tc rr I Tsten Stainless SbalConcroU & Masonry Screw CUN 5S) 1/4" diameter Trion stainless, at" masonry screw I A21. A73, A33 A34.A35 A44 Angles I BT, BTB. STH Uhli 1 leb oreater thiart a 911' (D 2 APA21, APA4, APA8 APVA21 APVA4 APVAS Outdoor Accents Angles 2 CMST112, CMST14, CMSTC18 Called Ski son 1: 1 "; sort. h.,ngm, lrace-rnour.l hangers avaitable it 1,,:7- $1 , 1.7r 111; 1. 3 APB44, AP644R, APVBN.APB6N,APSW, APBWR,APBIO1O,AI`-31O1OR,APVB", Gu tri0or Accents P0561 Bases 3 C S1 4. CS1 6, CS1 8, C520, CS22 Coiled Straps Yrr and Fp,g.lits rarging from 9-1/4'tc 1,— 0 LL FLAOSGO-M APVP,4AR All"ViA6 APVEMR APV898, APVBSSR, APVBIDIG, AP':81DI DR 4 CSHPIS. CSHP20 cow Straps ('ik'1, 0 4 APDJT2 4 AP0JI 2RA, API)JT2-6, APDJT2R-6, APVDJT2-4, APVO T21i APVDJT2 C Outdoor Accents Dock Joist Ties 6 CT5216 Compresisissionirronsion Strap LU,4 _U2E.! - _;28 U.2141 C) > AProductDospertation APVrQI 6 DSP, SSP TSP Stud to Plaite be 5 1 01�^67. C.C2107 Fac'e-wo,"! nor �ii _0 E I SDIO112DBB Outdoor Acollesm Connector i Screw 6 APHH46,,1kPHF4t3R, APHH610. AP1111-16110IR Outdoor Accents Heavy Hanger 7 HI, HIOA H25A, kjJ. HO. 1-174 Hid, H16S, H16-2, H18-2S Hullicins, Ties J LUS sexes hangs Fivoo-mount Iii 13e i from I WI 6"to 4- C/) 2 SM 12. SD921 Z SDI 0112, S01 0212 Strong -Drive SO Connecisor Screw 6 API, 4 API.6, APTA. APT8, APVL4, #tPVLS, APVT4. APVT6 Outdoor Accents L and T Ream-to,17moluirr T-es 8 HOT-2, HGT 3, HGT A Hear! Girder Tiectown l SIB" and heights ia,ig , It,, 7,'tii 3 4 SD9I12ss, SM12SS SDCF22434, SDCF22512 SOCIF22014, SDCF22700, SDCF22858, SDCF221014. Strong -Dirve, SO Connector SS Screw Stong-Dirrve SDCP Ttrnber-CF Screw 7 8 APLH2,4, APLH24R, APLFW, APLH2eR, APLH210 APILI-1121OR BVLZ Outdoor Aclossolls, Light Hangers, Brick Veneer Lodger f"'orinector 9 10 HS24 .2-SlI HSS2-3-SOS3, HS64 HSS2 DSI 5, HS�� -SDS3 Hurricane To Heavy Stud Shoe, , - iki Ifill 1U3.63-SLis, MC -Li fi :,L 'All li Llt_ M_ J7.(JO SC.5 IOU series rangers Face -mount hargeii Face -miii hwgprsavA- ahir, i - ,-I' s, fj fro'r 1-q,1I 45�'tto IP SDCF221134, SDCF2.11334, SDCF271968, SDCF272358 9 CBT2Z CBT4Z Concealed Beam I sirs; 11 NS12 HS13 HST:) Hsro.1 Straight StFaPS 1)8" amdhe4Qnft ramp,,,, lmrt',, ' 'I i" W 19 jr," 5 SDGP22434, SDCP22512, SDCP22814. SOCP22700, SDCP22a58SMP22912, Stroing-Drive, SDCP Timber-CP Screw 10 GJT3Z. CJT4Z, CJT5Z, CJTLiZ Concealed Joist I tins 12 HTS16H I IQ(I. HIS24, 14TS213, HTS30, RTS30C Heavy Twist STroso 1 D MUS26 fiti Face -mount hrarpnri,, 6 SDCP221100, SDCP221134, WCP271400 SOHR2740p, SDHR27614, SDHR31400, SDHR31614 Strong -Driver SDHR Combo-Herake; Screw 11 12 DJT1 4 US Deck ,lotst Tie Dry Wall Stop 13 14 HTSQ1 OKI Z HTS020KTZ LFTA Heavy Twist Strap Light Floor To Anchor 20 Sl,R S'.i gangers ',, - w, iiri! av:, labirr in widths ranging from I .',V, 7o'; .'r;:P, ar:(t ITeqhtr ranging ifforin3.1116'lo 13T4` 7 6DS25112. S13825134,6082521010, SOS25212. SCS25300, SOS253112, SDS25412- Strong -Drive SOS Heavy -Duty Connector Screw 13 F-CA FC6 Frostriving Clps 15 LSTAD, LSTA12 ILSTA16. II LSTA211 ILSI`A24, LE rA30, LSTA38 Straight Straps f,,s, -i,AI-,Ll far 3inversion JSURC, StJL(,) availabit. 4nt ail do,,t,1r, SOS255010. SDS25000, SDS258M 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps :,c ina rX morels; on ti, acute flange ii, ocric-eiiII a SDE251126S, SDS25200SS, SOS25212M SOS253006S SOS25312SS Strong -Drive SCIS HerwrDuty Connector SS Screw 15 GA, GA2 Gusset Angles 17 [TRIO L TF140 Ridging Face mriont hangers available in Myti, ,,V tj,, I ,t' IIi 9 SIDII11611F2716, SD%W2720, SDWF2724, SDWF2726, SDWF2730 Strong-DriveSOM Floor-to-Ficlor Screw 16 H2A, 142.5T, HI H10A.2, H10S H14 HGAIII I-kertcalne'ries iti LIS12. LTSi6, LTS18, LTSM Light Twist Stinalso 6" and halpht:i I,nn 1-7.1,�' t" 17 18 Hi H114, HH6 Heavy Co,,c*4 led Joist Tie Hoarier Hanger, 19 2D MGT Isill Ivi MST48, MST60 MST72 &49diumGird&rTedown Sinallight Straps FL*10007-Ra 19 KBSIZ Knoita-BiLice, Stabilizer 21 MSTAP. MSTAI:' MS1 i115 MSTA16, MSFAII. MSTA24, MSTA30, MSTA38, USTA49 Straight Straps FILAI0fi(i7-1i 20 L30, L60, L70. L90 Angles 22 1015TI-28 M5TC40, II Mi MSTC78 $,vaigm 5tiops As"Product Model. Numhar or Name Product Dace Mlon 21 LC F 4 Post Cap 21 MSTCA683, MSTC6683 Pre -Pent Straps 11" Product Model. Number 0!'W,nc Product Description I ATF43MA AT 11Z ATR508 ATR3/4 Threaded Rods 22 LSX, 1-650.1-570,11-:590 Slow"Ible Angles 24 MST 1213. MST13e, MST148, MSTIOO, MST172 StaightStripi I 1 13A series hangers s I op flarlije, hangers 9, allable'll ljjs�,i F,� L" 2 ATUDS, ATUM2, ATUOP, AT11109.2 ATUDi ATUDI 4. ATUD114.2 Aluminum Take -Up Device 25 I.S;C7 Adjustable Stair Stringer Connector 25 MTS12 MTSIB, MTS18, MTS20, MTS24C, MTSW, MTS= Ili". iurn Twist Strap 118'and heights ranging) fircini, i1,1F." to 5' 3 BP3fO-Z B!"112, BPI/2-3. BPW6-2, SPUS-3. SPV, SPV4-3, SPRTUD3-4 Bearing Plisibirs 24 LS.SJ26LZ, LSSMRZ, LSSJ2MZ. LSSJ2SRZ, LSSJ21OLZ, LSSJ211 ii-?Z Field Adj ustable Jack Hanger 26 NCO2I,10 12, NCA202-12, NCA2x6-18, NCA200-116, SICA202-113 bridgiti 1 2 Ll-,61 !ertes 'an�t"s Topflanje, hargers ovarai�lt Pri,scTih, i 4 CNW318, CNWV2. ONW!W8, CNIVIsti CWVS(8. W, CNW3/4-" CouplerNuts 25 LSi LSSR21, USSR237, LSSR2.56, LSSR210-2, LSSIRMI) rii AdjustableSlopeablelSlitevvisible Hanger 27 nCVM12 RCVVfV4 VIME II din g 118" and heights ranging Itarn Q IiVU - V 5 CTUD56, CTUD65. CTUDW, CTIJD75, CTUD715, CTU077, CTUD87, CTU088, CTUD97 Coupling Tallial-Up Dowille 26 LTP4,LTP5 Tie Plates26 RPS18, RP5=' Rllt28 Repair Plate Strap3 Lgl se r.. available fin widths rjhglnn ili I J!" F: CTU DI CTUDQQ 27 M1.23Z, 1&242, MI-282, ML28Z ML21OZ Angles 29 RSP4 Stud Ila Plate Corinrctog ,i j,d,eiy4t,., ra -igng from 7-1 r" to 24" 6 H3, N4, N5. NO Hirsavy Hex Nuts 28 MMH8 Root Tie -Down 30 SPI, SP2. SP4 SPB, ;Iltir Stud Plate I ve 4 Ui_-HF sir c-7 gip' ansr- ,an ors aviiiabIlt in widths ranging Ili I to'3 7 FITUD3 RTU03B, 9TUO4, RTUD46. RTU05L RTUDS, RTUD?, RTUD8 Irf2licheiting Take -Up Device 29 Isai H" Root Connector 31 Si SPH6, SPHa Heavy and Plate tie d ';4" 1, 24" a TULXI IUVIO rake -Up Device 30 MMLIJ20. NOVILU26-2. MMLU28, MMLU28-Z MMLIJ2 110 4ML0121 1, MhALUI39i MNILUIJI 1 Facer -Mount Hangers 32 SSI.5, SS25, SS3, SS4.5 Said Shits, = VYI, f=,-, c.9 5,cro. I)ar - p 2nio')ar jcf,z, ;,.i,; c I), ,o*))s ranging from 5-114" to 8- 9 TUW35 Take -Up Washer 31 RBC RSCP Root Boundary Chips 33 ST9, ST12, ST16 ST22, ST292 ST2122. ST21 ":t ST2215 STT215, ST8224, ST8230 Straight Straps 713` and ne,i: .1hN 10 URS3 3/8' Uplift Rod Run Torlawn System 32 RST-3 Root Tie -Down 34 T820, T11327, TB30 TB36,71342 i RZS I LifA 711 TR60 Tremor Bridging I 6 Fl;7 11 URSal 112" Uplift Rod Run Tiodown System 33 li li RTC' 27 RTC44 Rigid Tie Connectors 35 TWi TWi TWR14 Wall Braning 4 ,,f 'n, -1 1 1t4' k-, 32' 12 URS6 Sidi Uplift Rod Run Taidawn Syti,imm 34 STIC 'i r)TC ff[(:4 Tn,I,% rkr* 36 VGT. VGTR, V(;1 I V4natli Pitch Ovallear Taidown la URSB 3/4" Uplift Rod Run TiVidown System 35 TC37 TX57 inner, .lack ,Aip 37 VVPI08 VVI 018126, IN81213C, W6143C Well filsacing on:' heights ranging from 8-1,12 to2R 36 Z2, Z4, Z44 flart-i Stiffener ClIps P,, n j, gets Top flange hangers x-i, a;,'t it r 'I, I tfum 3 'M" Lo 7- a'd re,rlld 1 , '1;,1r, FLN10441-R6 1`11.00531-R6 9/16*4 to FILM 0"7-1115 AW Product Model. Num bar or flarsiff Product Description JW Product Model. Number or Name Product Description ,:Aikjrale in vddis ranging froo ", IM'tc 5 ,8' 1 DTT2 Hold-down Sag If Product Model, Hum bar or Name Product Descriptlon I C81-12 '7x5 5,01RH2 370 $3, C13H237x9.75 Concealed hangers rangingfrom 10 117'ro 2n,' 2 HDC1014, HCC10122 Hold-down I AHEP A,.tviIstsl H,P-End Connector 2 CU, DHU, DHUITF series hangers Force -mount (DU, CHU) and top -flange (DHUTF) hangers HCIL Iseries hangers r op, flange hangers a, iravir w, v it I, 'fv! 3 114" to 13. 3 4 HDi HHOQ 11, H1 0014 14002, HDU4 HOU5 HOU8. HOU 11, HDU14 Hold,dwe Hold-down 2 3 DSC2R.SDS3, DSC2L-SDS3, DSC5RSDS3, DSC5GSDS3 GBC niag'Strut Connectors Lialake iiiiace C.crineciI available in widths ranging from 1.9118'to 3alWand he ranging from 9.1 J`W to 23-115/1 It". 11"I rv!wrifsharigefs 7!5" and Segnts v.i ', , -7 c, 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1,81, HCPZ HCP4 Hip 1,;orner Plate 3 FIGIU3.03-SIDS, HGU5 25-SDS, HG'_,5 50-SUS 4Qu5.(32-SDS. HGU7,00.SDS. HGU7.25- Face -mount hangars 11;8" and tie,gliks iLt ti ,,, , 4 t, a LSTHD6 LSTHD6RJ Strap style hold down 5 HHII HHRC42, HHII HHRC4(1 81, HHRC". HHRC5 2V 2n hi IR' 3 1!3 12, Heavy Hip to Ridge Connectors SOS, HGlJ9,00-SDS 1, 1 1 •;e. - e 1 op Ilange naiijvis . a-, it !x,, to; I n:^g from 2-bi"C' to 3- 7 MASA.MASAP Foundation anchor strap HHRC68 4 HGUS germ hangers Facts -mount hangers available in wicliths hanging from I-Stc E016 arid f i .1 1, -C' 8 MI MPAI" Strap -style Pullin anchor 6 HRCI 81, HRC22 Hip Ridge Connector 30' and heights trangring from 6-&1VA0 i.:., 9 PA18 PA23 PA28.PAI�, PA51.PAW Strap4" Pullin anchor 7 LRU26,LRU28 LRU210 IR0212 Rafter Hanger 5 HHG IJ5.15-SOS HH(A)!, ;�SDS HHGU5 II HHGU17 OD-SCIS, HHGU7 25.913S. Face-rinotint hangers; tn 11-IM' ID PA118. PAI23. PAli PA135 Slop-stille Purim anchor 6 LSU26. LSSU28 LSSU210 Light Slopeable-6kewaLle lei Hanger HHGLV OO-,QS 1 5 11'_iT7 1.7 1 r ji I, widths ranging Im, I 19,-r. tc 11 STHDIO. STHD10RJ Sirapi-style hold-down 9 TBE4, TBE6 T fuss i-loaring tnhancer 6 HHUS26-2, HHUSi HHUS210-2, HHUS46, HHOW, 1-11-4t)Alt), HHWSi iAVIO Face mount hangers and:,eghts ranging from ,3-711 5- lic 1-3- 12 STHO14 STHD1ARJ Stropi-iiiiI hold-down 10 TC24TC26. TC28 TrinsCip, HHUS7 26010 Person,I,,IUCTIF) ava0lble for all irrodeis, nxv no -Iv 11 THA29,7HA2I3.THA2I8,THA21&2 THA222-2.IHA413,T14A418,iHA(;418,7HA422, Adjustable 7 russ Hanger 7 HSUR. HSUL, HSURC HSLJI sprois liarigor-, Skervivedface-mount hangers available in widths ranging 1, r g7eaterlhars 2-9i lHili rJIA426 IlIA4222,THA426.2 1/8"to61ff'and heights ranging from 4-,VX'to 15-Vit" I switli% iiariiieis Top flange hanger% aVi4flable -11 Wtilh, 12 THAO 131 f22, f HAl2 IX122, I HAl2 1122, THA1222, THAI322, THAJ362:1, THA[422 Adjustable 7rtlk% Hal �-i, od for I-Joism Concealed flange yer%ion (11SUING, H,%)LC) avittilable fin, .:1 !,IS" andheightst sarigIng from -3tV VC, "F` 13 THAL422, THARA22 Skmverl Truk,, I langer double 2X and 4X modell, only st"it, firinge is concealed it I IWPIA Wf k!r, haripen; Top TLaa,.)n harge-ii; klvau a5in in Yxths tarl 14 THJi LTHJA25, LTHMA Multiple Truss Hangers 6 HTL125 HTU2?. HTIJ21 U II I U26 2, H I U26 2, Face -mount hangars 1/2'and heights Furiji,ig :17' IS THJM2-4SD63, THJM2.5-SOS3, T14JU26, THX28-W Mul5ple Truss Hangers f) I I J. I I I)C series hangers Face -mount hangers ay a liable in widths ranging from I -So 6' to 7- 1A 17� ,r, n tin,-;ng from to 3- 18 TSER2.24 Truss Spacer -Restraint 1!2" and heights ranging from 2-71Wto 1911l. Concearki range 17 VPA2 VPA25 VPAS VPAIS VPAk Variable- Pitch Connectors vorruon;HUC) available Wall models having width equal t, 18 VTr;R Valley Tnuse r.lil; greater than 2-WI 6' 10 HUCC1.8119-150S.H0001181/11.S06 H00021028,rA 0UCQ2JO.a_SDS klUC0310- Face mount hangers ;Ci JnA series hangers -,iangers available in vividtho; I.SI`16' ai,i SOS. HUC0410-SOS, HUC0412-SOS, I IUCN"J5 25/9.SIDS. HUC05 25111 -SOS. HUC0610- SLI HLK;Qf312-SUS Simpson Strong -Tie 2020 FBC Approved Products Updated 1213A=0 EMM-09 M- Simpson Strong -Tie 2020 FBC Approved Products Updated 12r"2D20 MWOM Simpson Strong -Tie M20 FBC Approved Products Updated Simpson Strong -Tie 2020 FBC Approved Products For t1pasoll Inks to all G&T appsorvols fated below, CLICK HER For additional informaton regarding I'llordst's Statewide Prodpicill Approval System and Mon -Dade County Notice of Acceptance 040421.12u= For chred Inks to d GOT awitiviall, listed below. CLICK asps For additionall information regarding Flonda's Statewide producl Approval S-,-,Wn and Man -Dade Cosmity Notice of Acciratitni ��4CA. For driset Ink to oil SM approvals Ishol below, CLICK HER For oddtonai=bwtogardhgFknda's$tatowiftPrc4AclAppruvW$"Iomwd Manti-DirdeCountriNcticir ofArcepitince (NON, ,w. Fordi L-i toe] SST axt,,,A, lti. 21 LB series hangers Top Ilistriger hangers avoilorille in w0th of I Vle' and heights FLVI 14WFIB 18 SLUV1.50, SILBVI.81, VLEV2.06, Sill.Zlil SABV2.56, SLUV2.68, S/LBV3.12. op I livinge Joist Hangers 1"'Onclele ranging fromb-'108" to 15-11'e, SLBV3 56, SrLSV3 62, SILBV4,06, S1LBV4 12, SJUBvi S&BV4 76 SILBVS 60 6 Curti ,r 1' 'f•' "'T',; • F," r -s5i, ` n r,r l „h : rv¢ I,jje Anchor fear csrncrate avatl aisle in azarthon 22 LBAZ sends hangers Top flange hisingless; available in width of 11-906"and heights ranging Irorn Q_V1 ir to 13-1181 At" 1 P(oduat Model. Nustabar or Name HHUS210-3, HHUS21D-4 Product Description Joist Hanger 19 20 SILIFT20, Wi WHTT14, HTT 4, 11 T75 SIMSTOO, S(MST72 1-101:10i Straps 118 mil (10 go) 7 Tit, 1i, Fj r I, -i-in I jr. I TI lr' T, ir TVro,; 'I'Aarri 318 stainless steel 1 7 ie;i: v Tau Iy',:;crevv•Anchor far cceicnite and masore 23 LEW LE05, LEG7 sexless hangers Top flange hangers available in teethe ranging from 3-1/4" to 6- 7/8" and heights ranging from Q` to 33-It7' 2 3 HRSO, HRSI HRS12 HUCQ210.2-SM HIJOC1210-31,19IDS, HUC0310-SOS Strap Tins Joist Hanger 21 22 SO4, Si S-7,P ^�,P 7SP Stud Plate Ties Stud Plats, Ties ;,.ali 4TI, rot, ri in carbon d Tirper, Iva 6 n o Tyres 4 Aj,lret- iteer of wit, J head in r d head r L d 24 IME05, ME07 sperin haingaim 'Top flange hangers lavoilocifer in widths ranging from 5-1/4" to 6. 4 111 THGB3, THGBH2, THGBHi THGBH4 Jest Hanger 23 STIL; 101", Truss t y.;,u t"ve,:,Sst 7/8"and heightsranging fromil)"act 5 THG02-SDS3, THOCIS-SIDS4 5, THC.,QH2-SDS3 TFiGQH3 RDR45 ni'DIS6 J011J H4FKjCf 24 T8022 Truss Anac* ngfi)na I :71 !fW THr..,0',14R,�, Then HE) Threaded R 25 NIT series hangers Top flange hangers availlaider in widthe ranging from 1 -9/110"ID 5- e THGW-3-3. THQW3-4, THOW4-J, THQW4 4 Joist Hanger TJC37 f iuv4 Jack Connector ll,iL,5251f�e+i, IHQE�? 11 5WH. IHL�31212RF 70,8hrnPVx82C37 1/8" and heights ranging from 9 1141c, 24" TJ 7t-,)rr,.1.ij.'ZI -A) Assist, Inc.. 4�lt 2B Pi PFS, PI PFOSS sivirres, hangers Top flange hwgm available in width of 11-9/1 and heights 7-I/V FL*11904- Wedge Ail CA VIteidigir-All Anchor tol,,IWAO a -e PP Review completed a Dyed vanging from 3-3/1 FLIIIII 11473-PS Plans h 2020 t idiii. V 25 FIR VP starata; hatigzars Ridge fatter connector Top flange hangers available in widths ranging from 1-9/18" to 7. IS" Product Model, Number or Name Product Description 121 r f1V9LG12JL8 h the I for comilliance "" III K Anne MOT PX23 111 1/0" and heights ranging 9-1/4"Ito 32". 1 CETAL20 VoubIc Embroj" TILJr,% Ari I cicc) 62-SIDSI-I Qlv`1412,�bSHDG, GCO1,115 �O SOSOIX3 CC? �)Ml b;' SnWi. [G�CC Ma? Per Caps by Debra 2 3 FGTR, FGTRHL, FGTRHR P16, HUSS, HI6-2H16-2S Girder Retrofit Anchor Hurricane Tie CCTCM4 8' 2 SOSO CCTQti 50 ISr.JS0, CCCOM3 32 SIDS3 CCCOM4 6.1 ,DSG C)CCQIVI15 Ii SLJSr 1tt Frojuo M,A10, Nwnbcr or Nil ni I Xo Product D�%,,., ijiltion X - 1�1: c rlfjl I, Act ylx�,A title � v or riason ry , % FL008111104M 4 IHFTAI2, HI HFTA20, HFTA24, HE TA40 Embedded Truss Antritir r 2 EC;CLQM3.62G4KT ECCLON4.62G.KT, ECCI-01616-61I ECCLLOM03.62G.KT, Masonry Plot Caps FT -HP for rr&,;crrryi HFTAL12, HIETAI-16, HETAL20 Embedded Truss Anchor E:;C1LLQMV4.62G--(T ECrLLQIVID6-5CYKT, ECCLRQMD3.62G-KT, LCCLROMD4.1T2 -,,l F-YP XP :Ji- ',Ironidory Adhesive for ill I Product Model, Humber or Marne ABA44,ABA44R.ABA48,ABA40R,ABAaG,ABASSR Adjustable Post Base 6 7 HGAM10. HMO HHETA16, HHETA2C HHETA24. HFIIETA4D Mosonityratisefitconnecloss 3 KI 1, r;Ci q0rvlr)5 500 KI 1 IG (VA., 2L, , IGUM!, 4(I, I IGIAIV 00. 1C,�.Jf& "j I GUIVIV CC ' Heavy Masonry Hangers rn-r ry (1irdar ii 4 LG(JJvrI.(,3 LGLIM26.4, LCUM28.2, LG,JM28-3 I-GUM28-4, I-GUM210*2 Masonry Bioann Hangers 6 fisen HD HIDH4.SS, THDf)< I -nocreto xvxlaoo ii 'Y'A 2 ABU44, ABU44R. ABU46, ARMOR, ABLII ABU&6, ABU55. ABUN, ABU06R, ABI.1188, ASUII ABU1010 AHUIOIOR ASU1212, ABU1212R Adjustable Post Sue e S L' T2, LGT3-SDS' 5 LCT4-SDS3 LIA2 I.xef,11 buss Af-cliol I-CA4,1210-1, LGUfn10 _GLJluA8 I-GUIV1410 I .�t 3 ABW44Z ABW44RZ. ABW46Z. ABW46RZ, ABWI ABVVOSRZ, AII Adjustable Post Sam 10 NET A' 2 ME [At 6. METAI 1, ME FA20. MET A24 M&I A40 -I rugs, Anctir r 5 Willi 1219 2b. M BHA3 I ZfI 1 25, NIBr�A3,W,' 25 111115619 25. M8HA3 5611125 Maski Top Flange Beam Hangers jtltc K qe;)t 4 AI AC4R, ACE4, ACO, ACOR, ACFO Post Cup 11 NSTAM24, MSTAM36. VST;-.P,1140, MSTCM60 p Tie far M.,,,v I, y NVIA3 t,,611 1 88, NE),HA3 b&l 4 PA&HA3 5(1,410, MSH.4.3 58018 t46HA5 6017 25 7 T J-, 'ran 7,1 Ar, licit for concrete cK mationry 5 EC4, BC46. SC41R, BCO, BC8R. BC8 SCS2-214, SM-31115 Post Cap 12 NTSM116, MTSIM20, HTSM16, HTSM20 TwFA Strap lot Matorry MBHA5 50M 25. MEli-JA5.-011 25, NUHA5 50il 1 88 fVBHA5 50114 11150,10 6 CB44, Ca". CM C868. C888 Embedded Column Battle prifil-IIA5.1,3118 7 CBS044-SO62, CBSQWS062, CBSQMSDS2, CBS088-WS2, CBS088-SDS2 Embedded Column Bass 6 MSHU3.5Bf9.25. MBM3.56111 25, MSHU3,5&1 1 158, MQI is.131.505, 4 MI L15 56013, Milsonity Boom Hangers FL1s1*37-R3 > 8 CC, SCC. ECCU Series Baked column ca" with Will ranging from 3-1/4" to gi and VV2 frorn 3-W'to ;.112" Fli 1491111,1115 11 1U I tAlf 18, VIRI 1013 50f9 7 5 MR $ It f:O 11 21, MV I I LA 1iG/1 I M li L IS 5XI A. MISHI )1, 7,0116, MSHt 11.5 50M 6 419" Product Model, NUM ber or flain Product Descrti)(mi 0 9 CCO-SDS2,5, CC C-SID52 5 Series ranging Scrowed column caps with W1 ranging from 3-1/4" to 9.1tZand W2 raingling from 3-W" to 7-1 J12" Priciduccit M*M. Numbw or Mann miz UocX I sirsion I w )041910 1 ? fad > 10 CPT442, CPTOOZ, OPT83Z Concessilled Post Tie Base 2 HDi 2 11019 Forted HoldonIng Fil-l"3975-IRS 2 XI 7,11*417,1:. ,-"'K 412-2.4 �,iiong-Dr,,e XL Large -Head Motel Soff-Dirdling, Tappinji '4 11 EPB44AEPBK EPi EPSW Embedded Post Base Embedded Post Gaze 3 4 1-1038, HU56 HD75. HDiU 1474, 4775,14TT5-3/4 batted Holklowins Tm.slar 'ies JW Product Model, Number or Name Product Dirriscrivillon I J 1 14r! ,'.K K-,rews virrilin 06 CIA Paint and Large DiarreW pre. 13 qiei I,e.oJ t112-' 24 Stroni XNI Medium 14-0 !ae; -,'! _), Il 12 13 FPS4Z LZB44, LCBW Embedded Colurrifit Base 5 LTTIS, LTT2OB, I.T711311 Light Tension Tees 1 SOW22300, SlDlillii SDW2243A SDW22468, SDW22500, SOW22B00, SOW226238. Strong -Drava SDW EWP-PLY and TRUSS -PLY Sonevis I appinig 5ciervirs vii0th ft Lail Point and Yea u 1 ate sex 14 LPC41, LPC52 Light Post Cop SDVM634 4 X.Il lCi -,-'4 it 4@1 1, 4�1 _1_/. 1 2.4 1 yi?, 1.-'A X '10irt is NPi MPOW. MPBW Moment Post Base Embedded Post Base FILt"3620415 2 3 SDWCI54W� SDWC15800 SDVVH10300DR SOWH19400DB, SDWHI99OODB,SOIVVHI1QI800DB SL)WH101000D8 Strang -Drive SDVVC TRUSS Screw Strong -Drive SD4VH TIMBER -HEX Screw 16 r- it A .c, 'aopar 9 Screvrs we, 16 17 PB44, P&44R, P", P1BI PB66R PBS"A, P8645: FBSW Embedded Post Base 4 S3WH274000 SDeJH275DOG SOW"278000, SDWF21IO(J(K,, SILYWI-111120OG :strong of we SDWH TIMBER -HEX HOG Screw i d, L's it is PBVi POVIO Round Post Base ProduetDescriptionI., S,)WSW2112, SUIAIS110W. SU'PJS1631.2, SUWS1 640) StronIl-orive SOWS FRAMING Screw 19 PD44.18. PC48-10; PC48-18 PC84-16, PUIS-16 E-PC44-16 EPC48-18, ERC48-15, Post Cap 1 S36i'lli SIB71i SBIx30 SB Anchor Bogs 5DWS196CO. SM&IS119712, SrNVS22512, SOWS22500 Strong -Drive SEYA/S T IMBE R Screw (Intend Grace) 2() Fgh-,84-16 FPCWIO Fr;4Z Ii P(ZZ, PC5RZ, PCISZ, P(Cl Ell F-;PC4RZ, EPC8Z, EPC8RZ EPCaZ, Post Cap 2 SSTBI 6, SSTS20, SSTB24 SSTB28, SSTB34, SSTB36. SST81 OIL, z.STB20L, SSTB24L. 55TLA28IL SSTS Anchor Sots 7 SDVV822800, SDM22900, SDVVS221 DOO Sr)VVS221 100, SDWS221200 SDWS;2211500 S3VVS223C0ILJI3 b%V132240009 bOWS21250003 SMVt:,-22800DB. SDVVS22WODB, SDWS72100008 Strong -Drive SOWS r IMBER Screw (Exterior Grade) Ficdu,tlil-�,dlil P4,!ml0c(v,NjnQ Product Description < EPC;t3RZ Jvz_0 21 PPE144-AZ PPB44-BZ Pow Base 8 SDAS223121A8, 13DV1,92251200H Outdoor Accents Structural Wood Screw �X;64h, DSHS 6'.p.m, I iarl,rkj "'! I , : .11,11.1 a) 22 RP8Z Rebok Post Base* FL*t3SMR4 9 SDAi 73COSS. SDWS27400SS. S0W1R,'?5O0,SiS SDWS276OOF.S SOWS27BOOSS. 2 SDVVS271 COOSS, SDWS271 200S,13 Strong-Ditive SVWS T IMBER SS Screw 3 AW, I`wl,:RAII FPViSD4SWIM, 1 4 1 1 [4 t,i I VII'S i larring-to CIF Set. as U) v��, M FL#i ON6-R5 S" X r Product Model. Number or Name CMST12 CMST14 CM,',;TCI6,CS14,CSI8,rS18,C520CS22 Product Description Called Steps 10 II S1)WV1340O STN22 Strang -Drive SDVI4V SOLE -TO -RIM Screw Outdoor Accents Histit-Hatial Weather I 4 I,.;Fr'7' F--4 - -,* ir. --1:IF,;.,-ii1,'c I-4ct- 0 M 2 IFIRSO HH58 FIRS12, t IIAB I ilAg. I HAI7, FIIAIA I HA24 FHAW M5T126 M5T136, Straps 97 mil (17 g a) product Model. Number or Nama 3 NSTMS, NISTIBO. MIST172, &MST27, SIMST37. VMST48 HT816, HTS20, HTS24, HTS28 HTS30, HTS30C Heavy Twist Straps FlI 8VI13-111113 L 5, ejTKWTF P(,:'.Vl r T Rrjo Knazi Ce",or","f I li FSA Foundation Anchor M R-T A MSTA21, M, 4 1;7173, fA-3TAA IASTA12, M.STA1,11, I qTA� ft" 43 mill (11 7 r-"- R4.tl 7 "C peir'� "4- Fiq F, at 7 3 FRFP GH40 6 (3114". C!148.6, GI-148-8, 01-114104 SH4104 11101195-8. GH68-6, OHOO- Flat Roudit Founcluation Pill* Cirdet HIJIngel 4 6 LSTA30. I-STA16, 1 ST149, L LSTA9.LSTA12LSTAIG.LSTA18.LSTA21 ILSIA24,ST.292 ST21__ ST2115 SI-1.1% ga) Soaps 33 mil Q1C g a R, d)I to, -d&f 1 Product Modell. NUM t*r or Noting AS 16, AS 1885. AS 1 8SIO F"Mi1juatDoscirlytion IS go Truss Pts-t,. .I tv Cc;,redor 8, GH61 0-6, GH61 0-8 6 I-SUSH3.25, 8USH3 26, MSUBH3 25 4GLB6A 5 GL988, GLB5C. GU850, rUB7A. Q L873. G161C GLB7D GLMI 2, GOLT012, GLBT518. GBILT816, GLBT520, GBi GiulanBearing Plebe GkdRm Bearing Pope 7 8 LTP5 LTS12,I_TSIe,LTSI6,LTS20 Latst a I I e Plate Light Twist Straps 3 AS 2DHS AS-20 20 go. High Susngii I ivss Plate 20 go Truss Plate Steel kind Connectors Sypses Framing $Iklo-r.lip Strut Ci 0 Hringe ['late Connector j I I -�L 4 414-14 Strorl XL, - ' 1, ,,,Urj r 1 -.,0 L 1 6 hGABA HOLBB, FIGILOC, HGLSD Heavy Glulom Bearing Piab V NSTA30, MSTA318, ST6215, ST8224, ", ST1Z ST118, ST22, MSTC28, MSTC40, MSTC52 Soaps 54 mill (18 go) 4 ASI-11' _;A - LLI 7 HGT-2, HGT-3. RGT-4 Heavy Girder Tiodown 10 N5TC66 MSTC78 ST8238 Straps 66 mil (14 go) L_ 8 LFPIO-SD83 Universe I Foundation Plate 11 VS12 MTS18 MT.3118 I lvrr:330, MTS24C, MITS30C Medium Twist Straps X:'� I S 1 �)' 5 XQ 1 ll �1 e, 4ji XC')l S1 2 14 XQ 1 P 1� 14 5< X07i 224, X075q, 1:4 ly 9 URFP Universe I Retrofit Founcloton Plebe 12 9131 56, SIB 1 81, SlEt-_00, ��- V. S162 56. SIB2.88, SJSi Si 56, S/i S1114-06, 9`1134 12, 20, SJUA. 1b, t�lb' , blI Top Flange Joist Hangers, FILM 5T30-R4 XQ1 14S 1,124, X,7)I 14 RI 224 2 5K 1 4 K X! R' 7, X1 S1016 )(IF11016-4K, XIS 1 .'14 x1l" 4 -1 Tapping Screws 0. < -"4 Z IA 918,111 SIBA2.12110. SOBA2.12112, SiBA2.112/14, SUA41I S1.1A4.19MO, Top Flange Joist Hangers AMA Product Model. Humber or Name 9BA4,18112, SIBA4.118,14 I ET -HP Adhewve Anchoo kx I ancietv 14 SIH IA Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-78, OW-1100, GTH Gas -actuated fasteners and assemblies < 15 SIHOSS, Sli S44CIOS SA-ID1013. SrHDISS, Sill-1015171; Holdowns I POPA, PDi PDPA-MG, PDPAT. PDPA7-KPiNW, PINM6FP, PINVAIII PDPAIAAL, Powder -actuated fasteners threaded studs, and assissomb w- __J 16 SIHDU4, SIHOLO, SjHDUQ, SIHDUI I Holdowns PDPAWL-MG, PSVI_3, PSVL3-K, PCLDPA, PECLOPA. PTRHA3, PTII 17 SiCl, SWI WICT Joist Hangers 4 SET - 3G Adhesive Anchor fair concrete SHEET NO. March 6, 2023 PA .1 MIAMh[IIhDE saw DADECOUN Y " PRODUCT C ONTROL SECTIOatr 1180-1 SW 26 Stair, Room M DEPJIRTIC.NTOFRIGMATORYA24-DF,CONOSUCRESOURCESMM) Mvau Ftonds33175-2474 BOARD AND CODE AD TRATIMBItV1490.14 T(786)3L-2590 FCM)315-25 NOTICE OF ACCEPTA.NCE (NOA) PGT Industries, Inc. 1070 TechnoloLr Drive, North Venice. FL 34275 Scon: This NOA is beta$ issued under the applicable rules and regulations gone minA the use of construction tnaterials. The documentation subiauitted has been ie iewed and accepted by hfianii-Dade Couaty RER -Product Coutr'ci Sect►ou to be used m Nfrarnai D&& Covaty and outer areas w hi re allm ed by the Auuthm;ty liav img his iron (AM. This NOA shallnot be valid after the expaaaboa date statedbelow. The Miami -Dade County Product Control Secwu (In :Miami Dade County) andlorthe AHJ (in areas other thou Miami Dade C*vury) reserve the rilrbt to have this product or mnwrW tested far quality awmance putposes. if this product of material fails to perform in the ac cepted mansm. the mamdrtctutowill incurtheexpense ofsuchtesting and the AHJmay immediatelyrm,oke. sitodifv. or suspend the use of such product or material isithin their jurisdiction. RER reseir.es the right to reNole this acceptance. if it is determined byNWmu-Dade County Product Control Sectson that this product or nuterial fails to meet the arquiremem of the applicable budding code. This product is approved as described herein and has been des i ged to comply with the Florida Buildiag Code - including the High Velocsty Hnr rumn Zone. DESCRIPTION: Series 15t70t. 7M" Vim-1 Sliding Glass Door (Reinforced) schro 90' & 13P cortm-,L Mj. APPROVAL DOCt3 EN"T: Drawing No. _MD-5'.t70.0 Rev B, tided "Vuryi Sliding Guru Door NOA (LM)''.. t lees I through 21 o f 21. prep aredby tmantfacanw. draped 10fO5;15 and last revised on 02.101,21, signed and sealed by A. Lynn Miller. P.E.. bearing the Miami -Dude CovntyProduct Control Resicionstamp with the Notice of Acceptance number and expu*ion date by the Miami -Dade Cotnniy Product Control Sechoa MISS"II-E LVT ACT RAT'LNG: Large and Small Misdi Impact Resistant Limitations: l . See table 1 (sheet 2) and table 2 (sheets forappiscable SGD unit saaL design prenules, mekhreementstypes, glass types, sill riser (see tables B-1 & B-2, sheer 7-8) and anchor layout sheets requirements m 11 thru 16. 2. Rigid White PVC. Tan (Non -white) Rigid PVC and Brown coated (PP'aitited of lanitnated) white Rigid PVC to be labeled per rleferetaced NOA's regniretameots. 3. Eyries operable doors mast camplyy with man clear wrdth or heg4t pet FBC refit as applicable. 4. Pocket walls herder separiftappmatral, to be reviewed by Bwldmg official LABELING: Each unit shall bear a pennanentlabel with dwmi aActoor `sname orlo,po. city. *a* and series and following staatemew. '"MinswDede County Product Connod Approved". noted herein. RENEW:ill.. of this NOA shall be consida vdofber a. r6mvml application has beetfiledsad theme has beenno change is the applicable building code negatiielyaffecting the paf ceofthisproduct. TERN ATION of this N OA will occur afire the etxpirattim den or if these has been a minion old change in the matenals. use. aud'or manufacture of the product orprocelss. Misuse ofthis NOA as an endorsement of any product, for sales. advertising or any odwpurposesshaUsi4omnticallytamimlediisNOA.Faihneeo comply with any_ section of this NOA ;hall be cause for terminstionands emovalofNQk AD«RT BE11lf NT: The NOA numbet precededby the words Kami-Dade Coudy. Florida and follow-ed by the expirstioadattrmay be displayedm advertising titetature. If anv portion ofthe NOAis displayed. then it shall be done in its entirety. DgsrECIION : A copy of this ensue NOA ,,hall be proviaded to the user bythe manaftctwer of its distributaoaa s and ball be available foi inspection at the)ob site at the request of the Building Official. This NOA revises & renews NOA�'.0-0429.05 and comists ofthispa„ge l and ewkwepages E-1. E-2. E-3. E-1. E-5 S,, E-6 as well as 3ppro:atl documentmentiolaedabim-e. The sawed doculou eniatton was reviewed by Ishaq L Chanda, PE. l�r NOA No. :l-0.10f.IS 3 Expiration Datot Apri114.:026 Approval Dat*iUxrch 2S,1011 Paso 1 PGT Industries. Inc. NOTICE OF ACCEPI :t,\*C E: EVIDENCE SUB -A TTED L Evidence submitted under previou NOA A. DRAT G''i 1. Mamifacturer s die draw-mzs and iections. (Subnuiued unnder-�VOA.V o.11-6107 Oa) 2. Drawing No. JID-;;70.0. titled - Vmyl Sliding Glass Door NOA W'. sheets 1 through .11 of 21. prepared by m inuf arntnr, dated 10,05115. with revision A dated 04105f17, signed and sealed by.,'. Ly mn Miller- P.E. B. TE STS I_ Test report on 1,j Uniform Stattr Air Pressure Test. per FBC. TAS 202-94 ') Large Missile Impact Test per FBC. TAS 201-94 3) Cyclic Wind Ivessrire Loading per FBC. TAS 20394 along with aiarked-up drawings and installation diagram of vinyl sliding glass door. prepared by Fenestration Testing Lab. Inc.. T -st Report No. FTL 8-17. dated I YV7il 5-signed and sealed by Idalmis Ortega P. E. (Ies; report revised on 021516 and 02 '2416) _'. Test report on 1) airinfiltratiol Te>t per FBC- TAS 202-94 ') Uniform Stati, Air Pressure Test. per FBC, TAS 2012-94 3) Water Resistance Test, per FBC. TAS 202-94_ 4) Large Missile Impact Test per FBC, TAS 241-94 5) Cyclic Wind l:vess ne Loadingper FBC, TAS 203-94 6) Forced Entry a est, per FBC. TAS 202-94 along with matked-up drawings and installation diagram of vinyl sliding glass doorprepared by Fenestration Testing Lab, Inc.. Test Report No. FTL 9546, dated 11,06115, signed and sealed by Idalnais Ortega. P_ E. (es,- report revised on. 01104116 and 02410016) 3. Test report on 1) Air Infiltratioi- Test. per FBC. TAS 202-94 _') Undo= Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94 4) Large Missile impact Test per FBC. TAS 201-94 5) C'yxhc Wind Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test, per FBC. TAS _10 2-94 along with marW drawings and installation diagram ofimyl sliding glass door- prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8547. dated 12--04" 15. signed and sealed by Idalmis Ortega, P. E. (Test report mtysed on 02/ 1516) 4. Test report on 1)AirI filtration: Test. per FBC, TAS 202-44 2) Uniform State Air Pressure Test, per FBC- TAS 20294 3) Water Resistance Test, per FBC. TAS 20294 4) Large Atissile inVet Test per FBC, TAS 201-94 5 ) Critic Wind F ressure Loading per FBC. TAS 203-94 6) Forced Eiury lest. per FBC. TAS 202-94 along with marked -up drawings and installation diagratu of vukvl sliding glass door, prepared by Fenestration Testing Lab_ Inc. T -st Report No. FTL 8548. dated 1_',.04 15- signed and sealed by ,Idalmis Ortega, P. E. (Tes: report revived on 0 104 16 and 02r 1146). a Iihaq L Chanda, P.E. Product Control'Unit 5upenisor IOA No. 21-020=.0 Expiration Daaat April 14.:62ti Appi o% at Data: March 26. 2021 E -1 NOTI(EOFAC(EPT. NCE:EVEDE`'CESUBMIIIF_ B. TESTS (continued) 5. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wend Presswe Loadingper FBC. TAS 203-94 6) Forced Entry Test. per FBC, TAS '01-9 4 along frith marked -up drawings and installation diagram of vim l sliding glass door, pap:irt id by Fenestration Testing Lab. Inc.. Test Report No- FTL 8$49, dated 1 06 15. signed ant: sealed by Idalmis Ortega. P. E. (Test report revised on 1104115 and 02i11 16) 6. Test repast on 1) Air Infiltration Test, per FBC, TAS 202-94 ') Unifonu Static :air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202 94. 4)Large Missile Impact Test per FBC. TAS 201-P4 5) Cyclic Wend Pressure Loading per FBC. TAS 203-94 along ,withmarbed-up drawings and installation diagram of vinyl sliding glass door, prep ,rcm:` by Fenestration Testing Lab. Inc.. Test Report No. FTL 8552, dated 12.;OV15. signed arc sealed by Idalmis Ortega. P. E. (Test report revised on 02 '15:2016) 7. Test report on 1) Uniformm Static Air Pressure Test. per FBC. TAS '202-94 2) Large Nhisile Impact Test per FBC. TAS 201-94 3) C'ychc Wind Pressure Loading per FBC. TAS ?03-94 along with marked -tip drawings and installation diagram of %inyl sliding glass door, prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (samples A-1 thru A-22). dated 114910. signed and sealed by Jorge A Causo. P. E. (Submitted rattlerNOA :vo.11- 010T.04) 8 Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-44 3) Water Resistance Test. per FBC:', TAS 202-94 4) Large lie Impact Test per FBC, TAS 201-94 5') C'ychc 'Wind Pressure Loadtagper FBC, TAS 203-94 6) Forced Entry Test. per FBC. TAS 202-94 along withmari:ed-up drawings and installation dlagraan of vinyl sliding glass door. prepa; by Fenestration Testing Lab. Inc _ Test Report No FTL 6337 (steles A-1 thou A-5). datl_•-] 1 `06 10. signed and sealed by Jorge A. C'auso. P. E. (Submitted render NO-4 .Vo. 11- 010"091 C . C AI. C ULATION S 1 Anchor •,-enficarioa calculations and structural analysis complvinmg with FBC-2014, prepared by PGT, dated 12 09 15and Last revised on 0115,16.:Agned and sealed by AndionyL. Miller, P.E. (Subruitted urnder.Y0.4.Yo.15-1210.01). 2. Glazing complies with AST IE-1300-09. I:haq I. Chanda. F_ Product Control Unit Saapervi NOA No..l-0:03.0, Expiradan Date: April l.4.1.026 Approv,21 Dstrt March 26, 2 it:l E -: PGT Indus tries. Inc. CGI Windows and Doors, Inc. PGT Industries. Inc. 1OTICE OF ACC PTxL\-CE: EVIDENCE SiMAIII?ED \OTICE OF ?LCC"EPT.0 C'E: EVIDENCE SUBINIITTTD NICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence ;Submitted under revious submittal p E. NL4,TERIAL CERTTFIC ATIONS (conrinue) 3. New Etifdeuce Submittede Part Spacer Staudt rd complying with ASM C518 Tbtzmal Conductivity .A. DR.AIIINGS ,*Super 0.881 BTU -in/ hr.-W-OF. ASTM F 1249 WVTR-Pass. ASTM D3985 Chc; err -Pass. AST 11: A. DRAT1T\ C;S 1. Drawing No. AlD-4570.0 RerB. titled "i'int•1 Sliding Glass Door NOA (UW'. sheets 7190 I.G. Durability -No Fog -Pass. (Stibiniaed under pree ions A70A . o. ]"409.05) 1. Drawing No. lID-$5770.0 Res B. titled "Vinyl Sliding Glass DoorNO A r141} . sheets i i 1 through 21 of ? 1, prepared by tnarntacturer. dated 100:15 and Iasi rcvised ou through 21 of 2 L prepared by manufacturer. dated 10,705 '15 and last mused on 02 01:2 O 2 2:20. signed and sealed by A- L}mn �iiiler. P.E. 6. Quanex Part Duraseai complying with ASTM C 51 S Thennal Conductivity 2 22 BTC,T-in signed and sealed by A_ Lynn Miller. P.E. hr_-ft=-=F. ASTNi F 1249 VirVTF:-Pass ASTNi D 1434 Argon PtllllCaIICe-Pass.:aST11 E Note: This rertslon ccxisisti replacement of same existing installation screw with flat head_ B. TESTS 2189 I.G_ Durability -No Fog, A STM. E 546 Dew Point De-,Tlopuaent 20°F in 49 hr . 1. Test reports on: 1) AirinfittraticnTest. per FBC. TAS 202-94 (Submitled tender 0.-I.Vo. 13-0-49.05). _') Uniform Static Air Pressure Test. Loading per FBC. TAS 202-94 7. Vision E.xMtsions_ Ltd_ Pacts complying with PVC A NL-. 303-13. Voluutary Specification B. TESTS 3) Water Resistance Test. per FBC. TAS 202-94 for R* d Polyvinyl C-liloride iTVr) Exterior Prrofiles for Vision Extrusions. Ltd.-VEX-1 by 1. Nona 4) Large Missile Impact Test per FBC. TAS 201-9.4 A ATA Fenestration Exterior Pro .'de C ev ificratton Prograrn- (Str1,mirred uarnde►r AWA ;' 6. 15- " 5) Cyclic Wind Pressure Loadingper FBC. TAS 203-94 0109. osi C. CAL C LTL AT] QS 5 along with madded -pep drawrings and lust allatm diagram of all PGT Industries. Inc. 8- Vision E.iinisions. Ltd. Parts con4) with .PVC AAA A 30 3-13 1 NOS representative units listed below and tested to quay► Dowsil 791 and Dowsiil 983 Silicones, (SubltnNed under A"0.4 Ao. 15-0^'09 OS) prepared by Fenestration Tea* Laboratory. Inc.. Test Reports No.. 9 PVC-AAMA 303-13. V ohultar; ` pecification for Rigid Polyvinyl Chloride (PVC) Extenor D. QUALITY A S S U RAN E FTL-7897, PGT PW5520 PVC Fixed Window (roar 6 in proposal), dated 09?0114 Profiles for Vision Extrusions. Ltd -ViX-1 by A.ANiA Fenestration E.xteswr Profile 1. Nifiami-Dade Department of Regulatory and Economic Resources (RER). FIIr20-2107.1. PGT SGD780 Altmrimmi Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program. 2107.2, PGTCA740 Ahun OutswingCasement Window (unit 8 in proposal) FTL-20- 10 Notice of Acceptance No 18421-14 issued to Enesgi Fenestration Sohition. USA. Inc. for E. 3iATERLAL CERTIFICATIONS 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their --Tan 3040 8t light shade a sou-w•hitel unite Rigid PVC Exterior Esn`usious for 1 Notice of Acceptance No.19-0305.02 issued to Kau gray America, Inc. for their PGT PW7620A Aluminum Fined Window (unit 10 in proposal) dated 07.13 '20. all signed Windows and Doors''. expiring oa 02 °Oa. 21. "Trosifoll 1-1traclear. Clear, and Color PVB Glass Lnterlavers". expiring on 0710 _; 4 and staled by Idalmis Ortega, P.E. 11 Notice of Acceptance No. 1.8-012 :.02 issued to Energl Fenestration Sohitiou. USA. Inc. for 2. Notice of Acceptance No. 11-0808.02 issued toKu raray Amei ice, Inc. for their their serie ' tllrite Rigid PVC Es terior Estrusions for Windows and Door• expiring on "Sena -G.lut (Clear and IAI.itel Goss Interlayers `. e:xpuiiig mi 07' .13. C. C' A LC IILATIONS a,2 `3 - Notice of Accepta= No.1.8-1106.10 Issued to Vision Extrusions Liauited four their "Brcm''ta ing with FBC L Anchor verification calculations and structural anahsis. comply'�' U. Notice of :acceptance No. 20-020',.03 issued to Energi Fenestration Solution. USA. Inc. for s j Coated (Painted or Laminated) 33'liite Raid PVC Exterior Eztt unions for Windows Edition (2020), dared 04 ?2"20, prepared by imxmufartuter. signed and sealed by their "Bronze & light shade c. p coated Mike Rigid PVC Exterior Esa`usions for and Doors". expiring. on 09 30 `24 Anthony Lynn Mr1 er, RESt'irtldoa s and Doors '. expiring o 104.16.25. 4 Notice of Acceptance No.18-1106.11 insured to Vision Extrusions Lumi ed for their se ie I 2. Glazing complies with ASTM E1300-04,-09. -12 and -16. "VE 1000 Tan 202 and lighter shades (Non-U1dte) Rigid Cellular PVC Exterior D. QitALIFi" ASStZt.�VCE F. STATE11ENTS Extrusions foi- Windows and Doors". expiring on 1129.21. j Miami -Dade Department of Regulatory and Economic Resouarres (RER). 1. Statement letter of conforniano- to FBC 71b Edition (2020). dated 04 22210. issued by manufacturer. signed and sealed b ., .a nthonv L-,mn Miller. P.E. F. STATE3tENTS E. -MATERLAL CERTIFICATIONS 2. Statement letter of no financial uuterest and of independent. issued by manufacturer. dared I Statemiurt letter of conformance to FBC 71 Edition (2020), dated 0-10121. issue:: y M 1. Notice of Acceptance No.19-0305.02 issued to Ku rar•ar America. Inc. for their 0.1 18 ,20. signed and scaled by Ai.Thony Lynu :Adler, P.E. main. signed and sealed by Anthony Lynn ~tiller, P.E. Tros&W, Ultiaclear. Clear. and Color PtiB Glass InterlayerC. expurumg on 3. Pna•ate Labeling Agreement dmiunment between P(-;T. dated 03,3045 and signed In, all ' Private Labeling Ag�t dated 03.10$:21 betvvven PGT Industries. Inc and a.: (.1 - 07r0&'24. iuvolved parties. Windows and Doors Inc.. signed by Dean M. Ruarlc., P.E.. V.P. Engineering. on beh. 1:. s � 2. Notice of Acceptance No.17-080&02 issued. to Ktrratur Ametritca. Inc. for their both coWanies. "Senn-vGutg' (Clear and AN -bite) Ghss Interb err u �. exping on 07r04, 23. G. OTHERS 3. Notice of Acceptance No_ 18-1106.10 issued to Vision Emmons Limited for their 1. This NOA revises NOA# 17-0420.06;PVTw• CGI) and updates to FBC 2020 (7* Edition). G. OTHERS "Brown Coated (Painted or Laminated) Rluite Rigid PVC Exterior Ernvsiions expiring 04121,21 _ 1_ This NOA i evises & renews N OAP 20-0429.03 (PLA w CGI). expiring 04114f26. for Windows and Doors"_ expiring on 0930,''?4. 2. RER Test proposals #19-1155 dated i 11000 approved by IshayI_ Chanda_ P.E. expiring 2. The current associated PLA CGI file #21-0205.01. expirwg 04 14.216, 4. Notice of Acceptance No.19-1106.11 issued to Vision Extrusions Limited for their 041142 1. seees " VE 1000 Tan 202 and Ugliter shades .'on -White) Cellular PVC (\ Rigid Exterior Extrusions forMIndows and Dooms". expiring on i:LAct I. C hantb, P1. I&aq 1. Chanda, P.E. I:haq L Chands. P.E. Product Control Unit .-Yvpr visor Product C"ostrol Lint sven*or Product Control Vait $%per-d-or NOA No. YOA No..1-0205.03 NOA :";o.:l-01.06.03 E.xpiratiou Date: April 14.2026 Expiration Dato: April 14.:0:6 ExpintioaDataet Aprilll,.t):b Approc,t Date:hlareh.f.2021 Approval Date: Afareh 26.2421 Approval Date::.firth 1.4, 2021 E -6 E -6 j E -a ()TIC E OF ACCEPTANCE: EVIDENC E'sUB'1ITTTED tit _�LIT1 ��L T' A-N(`E .:c )ep iI7111e'1'kt of 1E ifi: ��: ..1 E )1ATFRI.1L (- ERMICATIONS 1 C'1• ; :;._ t-lice No 15-0;_5.14 issued to Vision Extrusion Limited for then - II I KI_rri PN t I:Xtct u,l 1 ill 11-ioas for Windows and Door s dated 03.13 lw_ Notice oi.: cct?.'`ance '<o 10-0920,uS' i; .lI ;t !. '', it.,'li :1,0 1't ILuili!ed ,i lhe;l ,1..E 1.0001 Tan 202 and lighter shzu&s (Nt t0l Init-i Rigid Py (. Lv.tericiv Exrt°lkslone fa:ru 11" nrir►w , and Doors... dated 12r,OSA 0. expaing, va 12 29,2 1.. r 1::-�C ceptance No.15-0528.15 issued to V . 4on Etnuion 1'-hunted for then 111 r,n at �: la:are,el(I'.zinuted oii.,a>ainaletl, tV�,Lite Ri;�rrl I'1'l': E�;t,'`u� i+<'�t� .I:�.tru,i�i+:►ti's foot' 1` itillt►>,t ; :all%} j3r,,,t , i(r'..� ,'': 1 I t=.k'pt rig Oil 4.4, 10. 1:,. 4 Notice of Accept.uice '.o. 164712,02 issued toFN7ERGIFenestration Solutions USA. Inc. for their --TAN 30 10and Lighter SW&5 (Non-iN-hite) Rigid PVC Exterior F Cn iiSlo i for"1ndows and Doors -:,-e'1)tance ;'do. 1"':12.04 ._: 11F�i .0 1.. � �.Li _i r llc`'.'r.3 1C11 ^�- �itittla. `:i 11 s, : ► Bronze and Lighter Shadt- of C p {= oared kl21::} PlC Estetlol I of 1t:ioll fr:,t Wimlows and Door-, d3itd (N i 1 6 04 16 64 11111 1% l, ., . 5.1, r 1 t a r i t a :. 11, ll�: fc„: (1i : 111ii(e Rigid PV(:' Exrerioi EV1 its101111: for X\indowt and Doors" dated "v 1°_I r 1+L!UIC oil t 2)8 1 l;t-1)02-?Q_"�A l }-06-..N10527.:1357'-3-09.perASlME-84- �,.ued by EXOVA to Vision Extrusion for cellulosic composate nia!ellall. fSubndued under '•-0_I No. 11-610701) 4 Notice of Acceptai: c '::r 14-9010.11 ::fled to Ku.f.-u-t : America. 11-�_ for ihm Senn-t-Glasll (C leal and 1V1111ea I11tt+1:l1a_r r•; %1_l:_ 01, _ } 0. N6.A`tice'iJ'fACt•ept11".,,_f' .l 1it-II1 .0l "Trosiftyl t`lrt.ale:al. C trot aiicl Color PN B llrtel 1.�,�el w . c.,l snxg cll t ` + } f>��Titlsi l Statement letter o: coufonmace with FBt: ;111 F dinon (2014) :md F B(:.61b Edition (Zol r . v.sued by manufacturer, dated 1 ; } �l:r � (,eak-d '.Y.P.E. ti1:atelliei ° letter of no fuimcml intere�,T. ;laced 04 18.17. issued by manufacturer. signed Llan'�filler. P.E. "A lab compliance. part of the above test reports. t :-; 1 , ?r•rposal No. 17-0387_ dated 05 05'17, signed by 1-3haq Chanda. P.E 1. Notice of A.cc+tce ��. 15-1.L�r.tt1 1-.��1��+ t,�o Pt":x�" lsidu:t��tries f�^"i t�)etr �aeries -tt :--01.1-huvISfidinar Glass Duo t (Ficti.tIuiti) L...''i1,'1 arlac^w 1 0 -1 14 "'9 I;'t�:}u3 I. Cltaitda, P.E. NOA No.:l tJ2rJc.0 lxpiritiou Darr: .ipril 1a, !026 �t�" l7�rF ttarr6 2l.2021 Iu�. 2 % 2013 v Virtual Revle feted and approved Plans Review comp t 1th� for compliance aI kn he Ktah�r PX2304 by Deli N Q� U� M }, > U O O O Q �- C= M M 0 o 0 o O LL CG O O M u; � 0 O C2 M•�-. s`Z1 Z Z W J O i Q O t` CL Cv Q o L air Z W Z Z Q J a_ SHEET NO. PA 1.4 March 6. 2023 COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Cast -Crete USA, LL,C 6324 County Road 579 Seffner, Florida 33584 M1AMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.m iamidade.eov/economy SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A]HU)• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense Of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Prcxluct Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: (Cost -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612. titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1,T4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building codc negatively affecting the performance of this product. TERNMATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed b the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. rJll ,f/ NOA No. 20-0630.15 ' ,,,E Expiration Date: 09/11/2023 08� 20 l �a ZO YEDI Approval Date: 08R�8 Oe 0 R Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS L None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulau-)q, and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1, None. F. OTHER 1. Compliance Letter with the blorida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 9/' 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cam -Crete 4", 6" & 12 " Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E.. dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. -� elmw A. Makar, P.E M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawitkg No. FD4612. titled "Pri cast and Prestressed Lintel Details", sheet I of 1. prepared by Ct•aig Purrhto, 1' 1i dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Vafe Loud 1 iNes ", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated Marc 124, 2003, lust revision #1 elated April 28, 2003 both drawings signed and sealed by (. ,wig Parrmo, P.F. B. TESTS 1. Test report on flexural testing on 4". 6 & 12 " Prerw.st Concrete Lintels h illed and 1.1pifilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratoric s, Report No. 30404A, dated 04110103, signed and sealed by Chrislopher A. Manion AF- C. CALCi.JLATIONS 1. Calculationsfor Cast -Crete Lint, ls, dated 0512Q/03, 2U7 pages, prepared b•v Craig Parrino, P.E., signed and sealed by Craig Parrino, 1'. E. 2. C"alculationc for Cast -Crete Lint, A, dated 05129103, 140 pages, prepared by Craig Parrino. P.E., .signed and scaled 1tv ('rail; Parrino, P•E D. MATERIAL CERTIFICATION: 1. C)urrlity System Manual far Cast -Crete Machine Made Precast Lintels revised on MaY 1, 2002. 2. Cast -Crete Quality System Manz,al or Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "P -ec•ast and Prestressed Lintel Details", sheet I of 1, prepared b►, Craig Parrino, P.E., dated March 24, 2003 caul Drawing No. LT4612. titled "Cast -Crete 4 ". 6" & 11 " Lintel .°'afe Load Tables", sheets 1 through 3 c.J 3, prepared by Craig Parrino, P.E., dated March ?4, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance (Jf ic.•e. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11t2023 Approval Date: 08/20/2020 E-1 Cast -Crete USA, LLC NOTICE OF ACCEPTAN( E: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS I. None. B. TESTS L None. C. C'ALC'ULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Darle County Departma, it of Regulatory and i.•;conomir Resources (RF.R). E. MATERIAL CERTIFICATIONS 1- None. F. OTHER .1. Compliance Letter with the F1,)rida Building Code, 201 i Edition, issued by Cast - Crete USA, Inc., dated 081081.'7, signed & sealed ht' Craig Parrino, P. F. 2. Compliance Letter wilh the FI )rida Building Code, 2020 [,*diln)ra, issuer! b'Y Cast - Crete LWA Inc., dated 06i 1 V. 0, signed & sealed by Craig Parrino, 1. A. J C,/ Heim), A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 2110630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-5 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED LiNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. PD•1612, tilled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E., dated Alarch 24, 2003 and Drawing :1'r). LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003. lost revision dated 211urch 11, 2008, all s•i• ,red and .sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. ,'hone. C. CALCULATIONS 1. Nona D. QUALITY ASSURANCE. 1. By Miami -Dada County Deportment of Permitting, .Environment, and Regulatory Affizirs. F. MATERIAL CERTIFICATIONS 1. None, F. OTHER 1. Letter from Cast-C'rele Cothoration, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade Counry Department of Regulawty and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-2 O Q� U O t,.:. 0 O_ CL NOTICE OFACCEPT,," NCF: �I,:'1'1DEN( I,' Sl�'13�Mi'I� I I,A) _ CCU.. O I-' N [DF'NCF Sl' 63N'Il"i"TF D UNDER PREVIOUS AI I KO t o (. r1 l a-O')I)3.i13 1. 1)1t:1kkIM.'ti O- 4 LL l / 1-1 n L'. 1111r d "Precast and Prestressed Lintel Details';. sheet I of 0 1t3 onl r:,mit;, \rr Vl'161 2, titled "Cast -Crete i", 6"cY 12'" Cn TO � ere )arec! .�i�ned and .sealed Craie� ' CU 0' l I 1 n I urrttao, i 1;., otr (1,ti i) 1,1. ,�0 C�6 Cn Q i None. t ( 1LUULA I I(IIN's t;•r i,; r n i,, Lintels, dated 0811912U1 l f�u,Le�r 1-1 2W through 141,236. 1 .; ,r,,. � � i}t t ran i'.r•: irt,�. 1' !''. �i,;;rrr�t/and seaJc'u' i�t r �r�rti, i'rrrrr,rr, /' !, D. QUALII1 ASSURANCE, 1 01 .9t:•?r7fY-%ail(�i' (. f+Jlr7t1' 0, ;Il,ir1111, ir! r,/,rcgfllUhN ): rl/l,t -.. �rlN�;ItI. Ks'.Ar!fU"(Y'J' (K1:11i. F. MATERIAL CERTIFICATIONS I Vonce. 1� 0! 111 IR ih Craig '. .1c1r,,1. ; r e,rrt Cast -('re'!, 1 �.(. In( circler (1t`s�r'1 �`1•;? 14, signeda'ne'. sea"�r''(l } g` Parrino, P.E., cerlif}ri)r", ith the Horidu Building, Corte, 2014 Edition. 6. 1,, IVEN( IL S BN11T HA) UNDER PREVIOUS APPROVAL 4 17-0821.18 A. Dirk tI i N (. S 1. None. 13. 'TESTS C2. CAl.aCIU'LATIONS I . None. 1). QUALITY ASSURANCE ). By A-liarni-Dade County Deparnnrttl o/ R nul,,;nr t i,,:,/ 1.r ot.twiru Resources (RER). E. INIATEMAL CERTIFICATION'S 1. Verr, F. OTHER P Compliance Lefler trith tit, 1- iorldrr Buileing Code, 2017Fdiiion, is•siteri by l: •a,t'r... b 1 Inc., dotst�y C:;'raig Parrino, 1'. L'. Crew tc USA, c�rl tt�' 71•�' '_ ;nc-r,t ct'- sculerl l r / I lchn X. 4l tk:tr. P.E., M.S... Product f untrul lcrtinn supet-%iwr NOA No. 211-0630,15 Expiration Yale: 09/11/2023 '' Approval Date: 08/20/2020 F - 3 21 l0t, Assist' Inevi c roved Vi�ua1 pcompleted and 89V Edition plans RevieWwith the 2020 F02300 tot compel Debra Anne Klahr PX i Ltr� (D F- (3) co > 16 ` C 0 Q Q L_ 0 LM w CLZ J z Q J a_ March 6, 2023 SHEET N0. PA 1.5 � \ /__1r " - . / hL1EC0ir4c\ TILLIT TESTING & ENGINEIRIN01 COMPANY WA_ T_,TFR A. TWILLff, JIL, P.S. __ . . __ ____ alk,ce(jimo1com ri.FtAff� �, l7i PLC &�N6'*,, - PRODUCT EVALUAT92N RE PORT REPORT NO.: 2"720.01 DATE: July 28, 2020 PRODUCT CATEGORY: ShutIters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection P=Iuvu LLC, 49,10 S.W. 51 Street Dow+. Flor:da33314 L-PURPOSE OF EVALUATION: This iss Produrt Evnitiation Report lisskiod I-)y Walter A. Tillit Jr., P�F. ,'�ystern ID # 11B0,13) to the Global Protection Products, LLC, Rule Chapter No 6 i G20-3, Method I 0 of the Florida Department o f B usiness and Professional RGQUletion. This product is noingi Issued an Evaluation Report as described harrim, and has , been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at leaw equivalent to that irmiarml by the Code, This PrIntitict Evaluation Report,ghall be subject to review arid revision In case Qf a Buildirwj C(Ae &amc that may affect its limitations and condidom , Z. RMENCE- _W 5 M I TT ED - 2.1. PROIDUQTEYALUATiON DOCUMENT (P,E,Q,);I Drawing No. 20-176, tided "20 GAGE GALVANIZED STEEL STORM PANEL'', fihests I thru 26 f); 26 prepared by 7illeco, Inc.: signed and scaled by Walter A. Tillit, Jr., P�E.; dated 07i2812020. This drswing is an integral pait olUAIS Evalus!fon Report, % "'kil, 11#,, 4, '01. tR A. T�41 �'!', 41 IP; ........ I. /11.1+1 lzl�iIL._` I It . V\G SN " V- S � _*__ " , -� ,0._:3�7 1, - , 121- 'I .Il' I I ;__-_ e -:' No 44167 1. , 11 . :�Ir!:�, _** , , ;. * ,* . " �. * ,--,..,- S . , %.: -7--_ ." . 'k.. I ,%,. '.. At ..t, I 1%�Fil_ 0P.ID1`,.--*� . , t S ". ,\, _,* 1� S .. ... s Al t,,',iI N.%%� 36th Street, Suite 3()5, Miuni,]Florida 13166 - P' ,Rice: ,305) 871-153 0 - piaNN ,a.'.01 - R . - N, , 771, at 2 2.2. T ST REPORTS: Large tinissile'rilipacil and fatigue load Tests were performed under Protocols TAS 201, 203 as per Section 1626 of the Florida Building Code. Uniform static loads ar. per TAS 202 Protocol Test reports prepared by Hurricane Engineering & Taming, frw., Reports N W569 dated 08i'M30 N6. #N-570 dated 09118/19ge, #96-T30 dated 09120/1�496, all three signed and sealed by Hector M. Medina, P.E., Foriestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/05/1998 witnepsed by Gilbert Diamond, P.E. and Report No 0219.01-09, dated March 4, 2009. signed and sealed by Edmundor Largaespada. P.E. and Henry Hattent, P.E, - I ensile test rW)ort No. 9CM-197 oy (�C Metallurgical, Inc.. dated March 13, 2009, stgned arid saaW by Frank. (3rate P.E. 2."TRUCTURAL ENGINCIE"I rp CALCU 13ORS: On 20 Gage Gatvsni7� Steel Stonin Panel for maximUrr) pantil length vs. design wind load, as vi!dl aL4 maximum anchor spacing vs. design wind load and panel length based on ravonal and comparative analysis, and;n accordance with soction 1616 of the Flonda Building Code. Calculations prepared by Tilte;A-, Inci, riated 111OW08 and 03112/15, signed and scaltKI by Walter A. Tillit, Jr_ P E. a-MS-SILE-IMPACT RE%5TANCf_- Large missile Impact under section 1626 of the Fiond, 3 Building Code. as per TAS 201 Protorol 4. MND LOADS RESISTAN-CL- 20 Gage Galvanized SteN Storm Panel has boan verified to sustair wind pressurvis. Maytirrium panel length shall be as Indicatud On sheets 8, 10, 14, 15. 16. 19, 25 arvd 26 of 26 of Product Evaluation Doc(irnertt (P 5.0), drawing No. 20-170. Maximum Anchor Spacing shaU be as indicaled on sheets 8, 9, 10, I 1, 14.15,17, 18, 19, 20 25 and 20 L,,`26. of Product Evalija�on Document (P.E.D.). drawing No, 20-176. 5. INSTALLAT110ft Installation shall be performed strictly if) accordance with details indicated on shoe" 3 thru 7, 1 0 thru 20, 23, 24 and ?13 of 26, of Product Evaluation Document (P.E.D.), drawing No, 20476. Minimurr �io.,paration to glass shall be as indicated on sheets 8. 14, 10 26 3nd 26 of 26, of Pifird,tct Evaluation Doc:wrient (P. E.D.), drawing No. 20-176. /00� ,,%�101101011t,' , ��.k T1441'! . ....... �N, ". .. I/ +, _ , �ENS,C-*.5p '0 - J_*� .., \(, .. 1, :" . V . t T___1"M__-4___:__ . z I .. _ __., I__4_ ,' . _,:�� i *1 I , - , '� - . - : F ___ __ %-$.,. b,,, ATE Of ,.- , , � " - ,�V % T_ik- � , LORI - N,*'.-' "I", el . � i. _..'C�. � %v .0 "', 3/0� �0� %��"% 'I;fNF1.61%;%0" I F" ,P ........... ii. ____ - ,-"----- --- - _ .---. -.-- _.___ 1 3) 04 LA%j 1�1 PRLrAS7 S" � OR PRECAST CONCRElt Jik I ', $�'IXCQ OR ACYIP 6,*r-� "I �oltltj ON �,�-L EXIS144C %%L. ANCHM SH04L K LONG 01IOUGM TO R$A,i, Itif KAN SIRXXTURI, f4lt�,�,V ,001 PANLLSS STORM PAkEL �.IOWN ON THIS FIRC(�L�T -1 ,� - DOCUIAEN? IF ED) -.. I,: L-1 il.ltfff'o PGR Comm4~, 11 A%i�ODILAC( SllALI Of AS MENTIONED IN 9 1) 00 iN 6 2� LCOFIC10-CL W;- 114 7020 17" E011ioll - i' r '% c-NA WILDING CDDL K) YQUMM'Q WXD w. =Qrr_f,9_.V_ DES -cm L tog" ,.,kL K DETERMIKl) A- � �'CN IWOF TIE 19LIvT �',IFG CODE. ._�_� - 1/4-0 IAO'CON ANCF,O4M, AS MA1N,trACTVRrQ ITY IT* 6U&Df- �, FOR A "I, slll(v A,; 011COURED ey Tw ;f,,NI,xI I ., .NERE THESE Sm,"IEFOS .1 Of V"ALLIED, AND _ 11 - I o DANEURATE rEMALIE 10 AND PAIPF�MATIE PLUS ANCHORS A, .-v#ACTI*ED BT ki 1, il�-P,Know PROC,XtS FOR A Dnv�""I* "` 'WON KE.08!� US04 15" I 'it AND SHALL NOT 1.)K�ju 1. -Imitim (ALSO) - 1/4'0 ,Ae SCREWS PER ALVA. C1.1. PRE.vskAk AAfNr.s Wo"IFED ON swu`13 7 �0i-, 12 K 1!1. III, To 4k 70 - 7/tg'. , 5/8' RC(1:1 SLIS40M. AS k1Sff1lfiK-TfD RIF #41 O*N1 S� P� I, 4l-,,J k SFEC%Atl� eE 11 "Ow to vrAll Tic IQOK Do 0171CA, An"n KWA wo to" DETERMINED KA ASCIL 7-141 = t '� MINIMUM TL44CADED, IiI.W TPAtQN INTO WKXX CIF TA!'Cl.'N AJILKA;r 51. ,-' , V7' Wit 2* FOR F, I ', 10IeL4llTL ILU� �l BE FIRST REEXICE0 1C. AS D ww 10AD's w MLA rwit"40 I'Mot NY o 6 1. Dom. m AND PiMIMALF PEmA10 'D .VAIFE THESE III/ 4AA,I [A 19) D156:4 PRESS" flifilimiCtI *KmCAT1EC oil SHEETS I ',T6PU �.. 14 13, Ilk it a .Io �I, ,ODER TO VERIFY THAI 40*.,illtl� CPI THIS PED AS rESM VVEIX 14W VIIER SifilrW12', A �1 ItICREAS d4 AlLoWAIRE1 ' ;) V"W�W rMREAOED "�S[T"IION Or LAG SCM'* t. 0 THE 0000 FR,IA1t ��' StitkL IR I 1/?* W-) 1F*1;! PENETRATION N70 " ur t. � SNAL. BE C*kWOrPED 4 PAM D� " Qt 1P1 �, 1,,AEADW PoOc1RLr,>N L S(H"S FOR WAD LOADS WAS VP,l JSFO IN THEIR ANALMS rk�LNEWS WA04G To WoOO - OEFFN DICTIEWATIET) IN ACCC44414(71 WITH N.D�& 2WO (" �) IMONAM EGOE M , 5:Aml:1 rX L04G SCRE*S, INTli *K-!, &KILL % AS Ntlltt. ,N n0S DRASTINC SIOFIW i-A"If S ALUILAACT FOR (.I. KLI Mk!) WIND MM7M�IrE I" 0111 ,T"VZ N ACCOROMCE . ��A.Crxfm I" or PFR HL"A"'i"At M THE AWA .i 4 i C$FD Cot* AS OECRW & IES71NI, -c REPORIS 94-5R. 96 "M & "-Tjo Am " . 1. U~IM PENETRATION Oi ACKID *VSMINKI SHAji, RE l/V 1/4. *-20 5CRIA"' 11`l(l) SNA41 RE t 10- L-C I FE)"IM710N 'I'11W. LAO W. REPORT% ri,:w A 0 AS PROTIXrAl 'AA 113t� TAS -202 ORD IAS .-Ilk 212S . st.,ZIO S`1vCCo 015T ANb " WOWN)m rw RIA I - WTH %a SRkCCG I AS INOLL AS AM�PkAl, TEST LAB Or SOU94 FRORI(I WWOITI 10219.01-09. �, FLA 1AZ 201, TA3 W7 ANK) TAS 20 SIANDANt)� C lI� .11 CAW TFAI PPNXA31 STr,lT4L 11 I-RCA51 CONCRjTF, P-Ili� STUCCO OR *DOE, ff,rAOT)5 K Fok*0 ON INE Elv,,�,�. � 1,L -L4U**M ENTIRLISIO�Il ',', MC 15063-TI, AUCY AND 1EMPER JUMILM OWROTS& .nafi't ,a swort 2 WALL, ANCHDOS SHALL 817 LONC I N,1, I- TO REACH THE MAIN iitAl�('W PEN* SVC), FAI* I 1� AmowAA4i � i WE As mEwi"jr,, ,- , i � c 2) & c A) , ALL ALAII SHUT ME70ht UVI'I A' I�k,115VRES SMALL KV4 '11)`14 A . I LLOv (0) APCIAMS %HAU lit I.5TIt,F1 rQLLOWWG A,� ,of 'FT REG~,NGA-,K.I, ,AG 5P1E,:iFiC&tI0NS OF T_ ,W- ".% OPIOUTACTliFER A ALL SVEEL '#* 171 METAL PIMALS SHftt 4 UACTIORAL QUALfn Sr[LL ASrIf AiiG" CRADE Y� U 4 -W W CALVANUILD 5111J. UtlIGNATION W,lrf- %6 ! 'AFTER ROLLED) 6 FANT., IPW -LSD K INSIALLiLt .fOQQWALL, VOU0*15 44TALLA3*N OEIN,'� ',,-OWN ON SECTION 5 L,,.- !4I f5H[M 4 I.Rc;H IF) Excf- 'KII mt,tar,., M Fit 0) sittu mol 8E usto 5 ALL sCREAN u) or Ir"'Ains smm 3oo o4 !It .tf stA193 on cokRuwh REV"1410 cGAIED tAR*,, �",.: L .1, Nor , 'WIN Am x III,. ,thw STRIENCIM 6 5IALt I�IDMFIIY IT/ FL*ROA B,Iitr,,I� , : 1) ON 5016 FFI SO . "tto TIFIEE 1 11 VIA i t1t I -IL RES"ONISOUrl -� ak (ONINAVOR 10 WII!OY THE SOL*1IDNE5-. W 1,4 STRUcIrm K"RE 1$11 I, 10 BE 1` sEcTe" 34 f 1 3 3 I - ATIA44CO % IN`1 M PROPER AJYC�DkAZE THIS S"Un" �iO- L ONLY RE ATTAC�fb Ir CONCRETE, BUKK OR %L`,�, f-i ULTILD-GS I Kk!N T SE ASTM A-2GI �A'.�404711) SIM, OR AiS, :ID- 1,4'*4S STAINLESS STEEL- -, �f. l MINihLA, l,�. $1 W, h&; * 0 EACH REGVLAA iT_ TAMEL W11- ,INGIk% DWER X-11 T4%tO1X01 12 4'. AS PER SkI71"' 6. 8. 9 & To AW AL*ER%AIi%U. 11W. 7 AAK"I'l-'I 1C WALL 5HAA1. .� ,C,.,fj*� 9* ar IDW ON , ', 6 41 12 RESPECINELY1, SHALL Wvt � .[Gtau APO READILY vi5atto MARMftG WSTIRLICTOIC r0milti (FR RL �,,-kf`? TIHIMT TO SEC V7 � '-�.S 11AT'Ll APf%CA@(Y RERWORCEIMENT t�..TI Priliet's or IIURRICWl� .AAI#WC (A) MjAldft !1TAIREDigObUM , � t-E NSTALLAITOW cumTP4O,.1,* IS IQ SEAL'IMAY AA SWTIFER C,k411Nf.I .1. W MINUIM OID ACT in l- DGUS 904CA t".., ,. .'L, .I 1 1/!*@ TAP� �& INCHOH3 AS MAWACIvRID tl� Irs attEoEx. Oi( i,c.3iril 03,) *,FE IFOLD-14, TO INIPITH; ,mMD/RAM INFA,Fj�h _- I - IN AMCHOITS. #5 MANt. AL IVRE& W 0ENALT IML *N ", -JQOO -) 1/4 0 , 11 � � �A, - 1/.,f . 3/4 1 - -0 _�.ET ANCHORS. At DISIRRIVI ED 57 ALL POWT "ItA 1,,)4 1 IF Snoiliirlf CO Q '110-W PANEL MiSIALLAYION IiM041 COMPLY WtIl 91CS NADICAIED � ' -WING PLUS AN'll 8I-1L_L INO ZD.M RECULA11104S 06. I'300a P, -Rul`�"[` NY THE jultso"" 1111401111C PMII Is "Pri-411D TV - J A-10 vANILL"All IL.l" 1) A- PAMFiWTF It,-, A4rHOft AS VAKILRACRiREV ill LUG CA01mSI*tJC;,IIIi !l;:Xr% IS (0) FLI IINNAICI EWALUKTION 1,l)C,T1KHT (PI'D) PRT' ."'t'. ly? THiS E"C"I"I' � 'I"t "U oM W" ""'Ir'L o"C**AA1FCm I�� I't-3X% 1, If - , toR A SITE vu,wx Paox,-, �. WHEWE THE sAit u.ifvro" ocvwr rp 1-�, PE'�, - ?,,.*. �r TAP-4w ... _ � MM*jFAc11IftP III ek-ASI cORPORATION L'. ,l;'X, ,.1) 1b) CONTOKTOR To K FtESPoNSIP" Fall INC SELECTION "tIFICHASE AND IWSTAIL�A-IW INC,LID1104 tin SM� 11 " �-RJGICI A � - --fM EMBEDOCIENTI CF COft ANCHORS KrO MArIj COkLRETE SMALL BE I I 4' ,'* FOR PAPIElMlIll IiI-f MSED GII " PIT V. PPOOAE-�L, ,<t*IE O= F401 WIVE MIGM 11mit COMIDITA., GCTILACD ON 7Wr. DM,j,R1I i-L _0 PAMEIRALTE 'Lu, Aw, - 1/4- FOR OF 1AP-cimi, ANOmmis COW.TftICI,Qto SAFM At %TTE �' TiC COWWTOA'S FN'_�,NSf11WffY � A.2) CA"- A %QkX-S[I ANCHOJh S ME (1111111ODED 7/01' ftU, TNE POURED COOKKIL w k10111COWNI INIO it) IHM POOOLO rvA,,,O,t1ON DOCulwillif 61.1 '" Coksoomni mAr'D Is MODIFIED, STUCC14 '.�'. K PERMITTED 1/4 29 WAM LMM SH-AL (K ' 1/2- LOW MN.Nlj. 'I"-Ab STUCCO EXW No I� U*WW FOR MALLS "I W. )IUCX:Q AND Mor IFF ,IfAilft, '�XAIEW`9, OR AU -Pirktro `If_4m R/O &LEAD Or STIT SPVCTF< MOXO'll SMALL UE PFFCO,!) IFT A FLUMLIA Wii-�IRFD ENGINEER GO IP,,, ' �CN WILL KCQ,4 114 1111T OFT. Wt,mC NI" fmGM4ECR Or RECQPC (E OR I FOR I K vacl ASO WHO viou M RfSPoftsw FOR t-i PRIVIES USE OF TW Pt 0 EMGINErP OF PCCORF), ACIM AS A LmLIA�71FD nio"DER TO fIf A 31 Of CASE Ttiu,' "RECAST STOWE, PRECA,51 r�Y,CRCIT PAknSi Pt,,ctr, M�I`O OR WOW KARL, 'A 'I)--D Ob TW " ( a ENCIMLEN, SMALL 'AWff TD TIM tAftl! � i�f SM, SPECIFIC DRI,f.S FOR At)" MTM WALL *A IL�WL AWOCW% SM4U ME % FMOUCH TO AEAC'4 ;I.f IIII, ',?ftLKTUPA 9EIiW1 ',,,r- PANELS AMICHOMP"Cl 0�1 "I As LiEwn"VO . I ') AND Of A 2) (FF1 !,�, It D SK14L SISAA TI,k (AIE, AND DRMNAL ItIl IMD SOATURI �,� 1,, IROFESMIIAL � iZZ%�i4 Or RECORD, h,,' 0INEPARE0 it ,. . I I!'�-1bLSQWJLLL �- '9kil. A11Y__G_-_% L L I ANCHOR K. "N. ACT~ MI I I A R*.Orit, 04C " F 14 SIlVITTEA WAMt.RACTURER'S LAK& %liALt RE LOCATED 06 % RLAOILY VsftE jaCiI';,,, IT SToft i ' �, C^X-" AAI� III M~AC9ANET 04 DCRALI INC (" rt�L�; P 6. ) PANF1 SIIM# R - ACCORDANCE WAIN WCOON 17094 3 01 1, �11CO 91LADIWO CGOE �Ix ,,If* L SHALL Rl INACC I I GO EMERY OKh*v.. tAK1 ING TO COMPI A -1 15ECTION I FG* 9 .� I A *I,I, � . � ' ANCHORS, X: �W-ItS.1" ITT ALL PU*.7 VPFW� 900 A SO4f,At t" " n ;�OFAWA aijkom "30c :.1D.Sn L" , C. I fi�, ") - __ W�-�( vw��To 3 I , I ,I) - lk" I r " PANCLUILIE F1,1;`1 Aw'�(*S. As WAINIOA, % rt, I'" (Leo cokSIR,I,`r14 [ Iftoitz" % w:ALI IN THE STATE I� �, �! 4.-M (WIN C1071 , � ) � ,`,4' 0 �� AP-IGPPI AFOCHtW. � WATILIFACIURID OT � 1 CORPORA!PQN III 051%nr/�, e, w,N� �1_ 4�, I .. �F ", .1 , If 11 WNIAUV lt"DbM (A tAeCON � ,,00%. ELCO PANLIW'f '; MIQ Or TAP-ORIF AY,,i.;FI ITYfa INE . ,* \� r cllf�_ _`-_ I&A11- - - - - FLOArDA 4VILOING CODE �019� Va;o,oy Narricafte zon. B, OCF, ,,TV ,.ME K I 1/4- "I . " - Ra" km� -1 11 29 WA W.VkWED STEEL Sloom PANEL OL2) CALK--ft. AL ',,'AI0SrT AhCNGRS * . I at fUSEDOCD '/S* ,,-,� .-L CONCRETE 9LOCV I'M, .0 C 'I*- 140. 4 1 17 6 - - _. " - - PiPAR IN _. __ - -,.--.- - - - - _ i �c - - 1111 OE -11111). TKIV. AND, * Lu..". FOR WALLS .I'. I I Ill *to SCREWS U50 T N t t/2- LOW(; MPRVLQ WIOU .I 11"rC1.1 1z -0 - i Q��.;_ - - . 1101ECO PR07ECTION PRODUCTS, LIC.; "WM- LOGAL C.'r � $TAT 7��. r , ic I V.- I of . OF ,, 0 ... _. ii��__- �Arll L:� 4 .W %. � f"Wit' "" " " . __ - .. - 20-176 - N_ 40, ;�11 , - .. Off ;? . .. 00L .. I . � L - � - I . � . � -I 1. �*.. - - -1 """' "W"A " 41_r, I-" ION, )� ?0_2 ,,` wo-., __ 1111. _ . = �7- ,. ------- , � ,V -- ______ __ ��416Z . ft �!-,w--- - ,_.". .. WILL I I. 0 .1 Ft i - FtTOMP I. , 4lL., -_ ;;*".;, ..-.- . - : L.- - . F.- -_ - ___ . � WICV. I �, ___ __ ____ ____ -,-- - __ __ __ ,___ - I INSTALLATION DETAILS FO __.RE9U1.AR.__PANELSd &-AA I Mg-MTIHO-MU-RED-.��C-�--E-TE.O-QQNU�TE-OL9�K $-TRUg-WO . . olu I col commit "Ki,io's 1. SHOE" I ,t#- go ron %C�I-Lf � -N I COROWIC Im"'KIRS WW% 0 -Kt- * \ - I 3 � I r-ft"t .11D.m lXISTING POI.lRIL \ ,- I == '" - , , n , IIIE S11 O� . - 1 4 , �dcvm ACQUOt, .,.�� 1, ! , ... C11TING POLOtED SPLE � 1, CV _,� -, - "O", * CowAtIt REDLN*t. - , 1 1 � : . - I - I . L. , - , L . - i � I'll. . ",.;,� �� .. . L ". -7 1 - '. I C �, - . i �� " e?, � - - In, - � � :� I "I 0 0. k: �. --I -� . . ��I_ ; , " :1 � If. . .\ L' I L % 1 11. - � I'l ,� � - - -_-z � � � .� - - � -, /,. - 0 ,;4 , 1 _ I i LI I ilI: %. ! M. ; . I.. IF " , . - I i I 11 I; i - TIAlml. .__ I - � -- - I � , , , , � , �"" '' ,m', -.-mit LL : : 1, I \\ J, I;, E-3. . � I P. I I , ,4*, .. - 2 -ORD I I I � 1�� Ir ; 'I , � 'A . ' : � L 48 r A I """"' `P'"'D , , �' I-OVID -02 2 1 �- OUSTING POUREV. I . I - . -_ , q I . I Is ,� CONCRETE 4EG'.diro, .1 I ,- L � 11 I ! � - I � I I I i* .1 I I - - I I . --�] , i, L I I I , ; &WO . 4 X. . f . - - � f . 4 i � : m m;xwm WAM M. A - 00" smo , ft ow I f 1 ,I ,/r ot ., I � I �=21 I '01 9 . - � ; L _1� I I 11 I/Y 01 - XPOOLLS : ? % III ,, . - 01 � .1, - i I � - - W - , - � % Smil" a - _. I � t = ; ; I � I . 1 "J.4,IR. ; 4 �, i, ; - 1 11040.10f . I I I . FILMS. � � k . � =--iii ! : It _'L I I . I � . I 1 i I I I 9 , S ! ___1 I I a, 5 F=- - � , I - I ; 9 ! I : I -,� I I I � I : I (DI ; � � I : � ) 1 1 ! I �J : I : ! I I i � I I I � I (63 I I I i I , I 4- ! i ; : ! It \,�� , : I I 4XVII. ."\ , I I � I I 4 : I I I CADY MA a I I : , i I A 11 !17 Fit . I -.1 . I i . : I I- *'*Z� 0 I -_ - _1� I : tA . � r V " 1 4z% rA*v,N;, ,�*(r, ED � : W ,I . ! : , = 1.11 ,Lt, - e 4 - -, Aw . . g GOACRIDE (A . I .1 t.s"W. POURED LO F ! f-r4g,Ir 1:1 ! q ,/r Lit I I , " - i I CONCIREITE 10,01 .. rr aft I cuot, 1`1 I , . I I I : 0 KIF I$ OCII - . ]� COW,mt ft 19LOCK � RICOLARED . �� 'a TIr O,C ;_ i , I I COWA f _� 101, , , .- I "" " 6 1 1 - atw-dl; ,- t L. ��-�- - : i _,zz- ( . �! ' L �.. � . REOUTI(f." I I - li, , /1. . ,-,Jir . �� - � �; . . , * I 11 IV, E - . I cz: i , - I' v__1 - - "n_� It �Y J C4� � L__ ,I _J tix�'"` FOLONED L., . * V.. - -�, -- CO.001-Ir . - I/.-- 1! . . 1. = W: - . ,KQ,V1ED Iff I , : - 9 'A' �,�. , A / -.-F ILF 1- � zalm � 1, 0 0 0. � � 7, ,11,01117K A0010" !: AMPHORS - ----Co. comv:pm _*� , IWA O � *� COMM . ---- I , , - i� ""Oema, of V.0 4A1 I- ..X-,.,P.",,l--, IAX SOWUNU V. I tict Socit" ON MIDE 1C. �,s M (KE wwl101t 0. #I ��. ;.� -" a lmotowpI, 0, SHEETS a r4qwjo� 0, I *,1O`Ii$ I ". 0) SHUTS a 1_-A,, : WALL _MQUNTNG CEILING BUiLD_ OUT btOUNTING AlLTE U-12ULAQ01TI14(f SECTION I I 90`1 MOU"I'll"O -_--XQ-T1QX_ 3 SECTI�N 4 SCALE 3,9-1' 1�m I ,�r 3/6-1 sc�� , � I - - I I - I I I I � . E.D - EDGE (mSTANCE I � 9: != � �_ 0 1. tSEE 54.14"J'Hil ON , 1�. - � . I : I 9 SHEETS 0 III 2) �' , tiles, : I t I � : i., # ,I : - I ?.:.4 .0 0. I t NON MIL CAhMNADVI A.-SE.0m A 1 WAR, IFIA � I I. , 'Ir TUF & OM04 MOWIN(A CAN K 4Z at , , , " ;, I "00,101100", COMOINVI'l -N ANY WAY �0 Su"T ANY .0 Z,ER A. r#'Il-,,, INSTAILAI.�,_�f: : ,,, \; .-... 4/ ,,,,, .- . __-___J 0'*�'.. , . - ... V __ - __IN, ., L \ � ' L': � ; ; � ., . e L \A&VS1'.,_.-X;P,�_ __ F.XrSTIN, "M= 1i * .. " ... . FLORIDA BUILDING CODE (Ktit, V.�Ify Nu Co". zone) - . -3/0 r ` - -. COWCAM , I * i . I IF a 24) 1ILTIM FIK ALDOMEEC - � I . . oWIT; STEEL 51ORM PANEL _t "�� z . 7 3 " * * : ", � Z , " OF . " \ , - WRL , ,� - : * I '��_ r __ _ 14174'-s. ;.!;,.. #),I �. .. I_ --- .�, , - I - \ �UOUL MXCIION Piwim U.C. 'PIZE"" , I C) _� CEILING OUNTING %,�,�,4�,, frz" I ,-,.- * -.4 , I/ 1101ECO. - � 11.1 IT It I ", 0�, - R - �.�i ,ila-vivara-6owa; �FRMGOWA,- , . �, - ` �0 ALE ,,-.I�,,- -,) - I 95W%_M ', -1 .. _z. ft%.r.tt - _. - _�,.-,xi;--a -1",.,.,_." 20; 1 7,6. , F` , - t! 4 40, NN. - 1. -.1-1 W ... 7-- 1 ., z VALE Jyft-l' "I'll f . A..", t"z,a, �,� 71j� T-7:_�_1K __ � *.. I. 11 Owl 0 1, --- �_.j __ ______ - - - W/N.,r - - _L rLQ. � i 64.417 F::.;-� . _ _�_iiiiifiii - LHOSIUCI 0,11 I ATFON ELPORF SQ_,ZJA".Lii 1 6. IV ATEMA"HARACTER13TICS AND SPECIM-ATIORS; Shal be Strictly In accordance with General Notes and Components indicated on she4 ( 1 2 and 22 of 26, of Product Evaluation Document (P F D.), drawing No.20-176. Anchor specifications shall be as inrlinate,j on sheets 1, 7 and 21 of 26, cf Product Evoluate-n Document (P.E.D.), drawing No. 20-176. 7. 0141TATIONSAND CDMITIONS OF tilsF� I 7.1. ',hall be stricily in fxmpliaiixe with General Notes No 11,81hriu14,indicatsmi an st.eel 1 of 26, as well as C,enefal Notes # 1 thrut 4 and 1 1 thru 16, indicated on %I -set 21 of 26 of Product Evaluation Docurnent (P.E. 0.), drawing No. 20-176 prep.ired by 711t000, Inc. and signed and seated by Walter A 'Tillij, Jr, P�E, 7.2. Iroduct may be installwi within HIGH VELOCITY HURRICANE ZONES as drittin,)d on section 1620.2 of tha Florida Building Code. 7.3. "rocluct ,ViTat only be installed intu p(,urvd concrete. concrete block. and vAxx; frame structures. Prod,ict Evaluation Report prepared by Waittir A. TOO Jr., P.E. (Florida Li(;ense No -14187), President of Tifteco, Inc. (Florida CA-0006719). ,joiI040,00" ,11"10 Tll�"`,%., *.,,� �iX - - * - - - - // V" . �� ..I .. I w, ,.F�X .-`NAEh,9,F'-%4` `,�- I S. / '*' . '- 1D r- 7!a___,W-,�L� 44167 . 1, .-- ----:' W. *: * S I A, 7. , 30 .- Ir ". ---,* .* I . , ,-S.. STATEOF I ..-,Ct;if I � 'J� _IO�'- ,0-,. 1,, _- A (Cqlu 1-."i�, e ... 11", LP5 , " ....... ,,,,,, /6N " IF A� ', 11`111161"I'lLso VVAT)LL D i TR WO AQMOw RECORC,S � F E, REPORT.20 I GLOBAL. PROTECTION Plitrili I(, S LLC; 20 GAGE GN VA!vZV STEEL 57ORM PANEL, DRVW,l A,O-I 75 \ REPORT 9 2DJJMOI F, - - / /I I ..,. i L I E C 0 .;�C\_ TILLIT TESTING G ENGINEERING COMPANY - _____ ____ WALTEJLA.ru.. i � � tIlt=K�W?_C0tn in ,�r - PRIUDUAC �1A'A1A)AT1QARErM 'LI�iA. U-N 44,6 U_.X1410511� REPORT NO- 20-0727.02 DATE: July 27, 2020 PRODUCTCATEG011 Stutters PRODUCT SUB-CATEGON 'Y Storm Panels PRODUCT NAME - 24 GAGE GALVANIZED STEEL STORM PANEL WANUFACTURER: (31QJW1.PrQJ*c;AJo_r Pro<JtP,.t5, LLC 4800 S.W. 51 Street Davie. Florida 33314 t-MMOSE OF F -.VALUATIQN; This Ise Prod -xi Evaluation Report issuod hy Walter A� T1IIjL, Jr., P.E. � System ID # 1906) to the Global Protection Products, LLC, Rule Ctlapter No. 61 G20-3, Method I D of the Florida Div pa tit ment of 8 usi ties s and Professional Regulation This product Is being issued dr) Evaluation Report as descntiof) herein. and has been varifiod for compliance in accordance with the 2C20 Seventh Edilion of the Florida Building Code, and to verify tha(,,he product is for the purpose intended at least equivalent to that required by the Codc, This Product Evaluation Report shall be subject to nevilew and revision in r,ase of a Building Code rhange that may affect its limitations and conditions 2. EVII)EN � , jZE, � _$1,15MITTED; � 2.1. PRODUCT EVALU&TLON DOCUMENTAP.f-D.): Drawirig No. 20-1 75. titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thriii 18 of 18 prepared by Tilteco, Inc. � signed and sealed by Walter A. Tillit. Jr., P.E.; datod 0712712020. This drawing s an inteRk*1rtil;1o4,$P,,IS M Fvalualion Report. Qpl\�;t ....... 1441"" q � / 11. V ... " -, .? ..., \)�DEN `- '�hl ._-_.,__'1it__ z. _P;. ,T,,c -7. % - � - - i2r. - 1L-'-�'-1:hif--.1A167 t 1 � . - . - - :;, - I . = �, 11-r, ,*_ * : * S _ , . ;� -0'. U e-. C I ip, -. ST;_., 0, .,.4,k I � Z 1-. 0<,,' - - - ,� 0 n I ii) V, .. -, k" 't �,. r . ,* .,z .\ A, WQ - .. .. I - - . , ,� CS 6355 N W. 16th Street, Suite 305, Miruzu. Florida 33166 - Pboac (305) 871- ,_ 49ftA bO�JW - 1 531 --,--" ___ ________ __... ..... __ ,___ _1 COMP)NEN35--FOR REGULAR & UFE SAFE1Y �TDYM-FANLLS �,��Atl 1/2-l') 1 �� . 19 I" �klolilii iftolw� .- Is III*" (TOTAL WICT,i) - I - % ? W (YFEECTINIE *WM) 6 -, - - 6250, - I I - , � I- - , - 13�ff- - - - ,._;� , . ..". \ 500, I I I , I I \ `, r - 1 3W, - . - , I—' - I I I . Dow UK INIC, '. �'\ � I *.-�� 0 - 0 _ \ .. , -_ -J;I,, I.ALVAMM STEEL /_ -_ _�% ;iS. I - .. /,I i , t jso- * I I "" _, ,,N, ASTM 4-50 ' , . - �- o aim, LON r,om 11 ,., � " IT. . �""'� I . /, i;i� . , CALYIN0,10 STEEL =E " I I _ . E&U 2 0011, " . , TYP vIv 65I I 7.00C, I "EMMED // 7= 1-1 I � I 1134M, rfp I EDGE 'ALAN V ." IF r DfTAIL 4 011"t A , . I V, ClAv / � (DOE I � DETAIL A . . . I _ 46S ., ,, QXf#Jt A � I - . I . . . ill,, 1 1:7, ;,"J"' - � '17' 6250, .___.___ T STORM -PANEL - QA EU._5TQRM_ PANEII "I � ." -, .,. 1.11' 1�1w; - - 1 - 1 40" 7 11.1 "'s um L*, - I I I I ". IF , 1�- - 1/41.;i- q4iil-m . . � I ,.,. , - - .?ho, . ,;,` ./ , �mv" I= I loo. . 250- , I 304 �.'� wo SIM - I.. . � ` " 7,k 0. - _125- is SIUQ - 111 S I STUD - I I " TMO AFWLL 0 10 4,42 12 1/7.: Va I __ - . 12 I/r ax� U 10" iiL - - - 1, - - ,<- " LlIVI - 1. 000" , ", ,� I I 0 __ * , -4 i"m ,. , I i r� -, - , . Set � , . - i SEE 932' )3w* 1 ' 'r , - 0.250' - - � r1rAh. I , - I -1 I , A a '115 : I I � �__ . :,___==='I25'I � ." "EMMFID, , im- k . I I "I I 0. a -_ .- -, , L_=_ - . __:� 25' 1 � � , I - __ . I 111 ��, - ". , *' 0,5" � , - I /y< , -0- ... . , , �� 3,3n, VS., - I I t'. .3 .,F 6 I I "., A -_ -_ ?� ; I I I - T_ ov / I ru, * T7 5' W., . - I !<,-, - - IS0MEIffiC_VMLD1JAiL _!, � 12' � 1� -I -w< R 1,.[ ,:, CORNER a ENDS OF III.,." � 0.1 / - 2GO0_ - _ � I - -'I"- .1P W/ ,,EMMED EDGE I..R. - HEAM - ANGI F I ,i�) � fl, T &I ,,� x_j"M (� %. ,�) , 11�71 R.EftrERSC 51DO : , I VNIVIES �_]_ ,_ ; 711 .1'r .1, I 1 .3174* ". r. 1 .3..- W TOP M% -_ U, - Ow . . � ; IV, i Of *OM f59'- . ;: I t 'U'. . , . '10* I � "5- ..'-'..X� X. %045 I � �,, I"',. VS , _-, 1,71 , � , D . 2 -11 C - 11.1, 5' 4 , 1�1, I ..��F I 0 12 14, Mc 0 ONAW, To 21s, 1 F , � - " I, I � J . . , � I & I. .- ( �- - ,� I 4 , �, 1�07, " - . � fl�, � � � P 062* ,P 1.500* - I -, t W,z,. 'Od Mt . . % . , F ess, . I 9,_ . , . - __ , - .,25, EnIN 1.1- 1041AP , I . . . _� - � , I . i,L.aG. A' ", , � L., - \� � � � DW f �" � I . _. 1, I O" . ') iz-. , - O,x,' - . , ��) t 7 �,_V' (�) M_hQU__WA5HM __,_ , � - - 01 I . .. i'll "I- TRACK At,l LE (4 3/8' 'E7-MAM (1) ELA PLATED , __T_ � � - �. "!, -) - - 0"' .."', .4 ...... WITH _IUM � �.', "ITEL - I .. " r A - 4 ) .! , "'ll".." . I , ) ?� N � it 4 /;%s , , , " "' /'?--. - - , ,,� .... . .. ,/ % � I - 1 I.- I --I � b., acl. � ?.;�.-' . ;,�CEN4* -..? ", I S�-. I `� � .Je. on-ti . '. 11i ill �.r - I �z ' � i � .4o. 44167 -� t I z , * i FLORIUA HULDING CODE t2L Vm ocIty Hurricant, Zon* -- Z * * = 06.5 - - __ EL fYr itionow . -F--.--.cr f - __ . It- - I I .1 i _- - I I ',It OF PANEL S-,,. STATE D - 14; Z TO, . oi�lk�� 2AAAk fW�' - . L - _= ,�, 12l`� - - 1875' PLAI. "I ."."C 40 , W, .- - 20 GAM GAIV441ZEO STEEL SIORM OtHipm W I I 0 Flll)%� z . , Is, I ,;p - - - ____ ' - I (�� KEY HOLE '� "�' � . - .I (I' . X � - '_ ____ " "/' /() - � I , CO3. , GLOBAL PROTECIION PRODUCTS, LLC. E 99111'.. AI PANEL %�6 'I,*- ,, , IL E & �z QM 1. ll , �,, IF 4 _�,,-,- T�, -1-norw.v TW01W2,- - �-'. 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I III "mme" P, A OR cl ;. - co.cmm -.01" .4 -1 I I !, -1 310,410,41s � (In "I"A I � I �_""* - - M.-T-R!, 0 1 Ill - s 10m 8 a ft WALL MOUNTiNG&A "'Em s K"' *3 � RUILD& Q NTING T . .1 __ I I I , .lg U .1 - // ., .- 1, � SECTION __� .,. .7� 14M, , - -061 OARPP K I T� I I.114 I SrAtF 7/1 " V�kf Voi, � OMIPWO Weno A. ., " _ % , , ., .1 - X11= =11 I trist ur rASTING $ - va r F FT - �n I PWv, - _;:�;� "..." '' .' t- ' "'IfES " , ' " 1 -(3 CAW-LAPIkil o 1w, Afj TI1O( oo V . ; , - � ---- , 3/16 F I wDOO"'PtAlt ;;"r.!R f ! �-io n, CIOSTING -,locco/ I ., ,L I. ��, i e N ,_ " .� _'. w000 0Am '? L-1 I , 4, , , " NOV V Alot . VARIES I I,W t I h=_W?,_ 'N OF SEC Qf,:, / I - - I ALM. TUBE 04 I' , VARIES ; i , I I _i;;�,4trJWJQ 1, I � P I *0DD PLATE ��hwCC"R TOP III 807-01A v"I.TNTINGS, CAN 91 I . . I I X 8EHtko IRACII .-I-DI'd COUS&ED Im AN' IIAT %) SLAT ANY GLUu. ii,LAta . . __ I - w - . _ MEA =14TILAK 0. '. ,NSTALLATION SCAIE �, ,,, - 6__ %cm a Toorva, ti� ! � t14, , I 1"', .- �kt�, J _� � lA ,/ �.,W I o"'"A. lz�/%, . T. � cz_ I. I, . ll - / , - - .... =�� ... .. I %ts"NG potwED ., sa� r .,;�� . �� ,iE, i.... I, FLORICA RUILOING COOC JWV�, Volocity Hurtricar. Z.,e) . . . . . . -m� - - - � OIACREFE GA - - - :: = 111moN 4 I, . I IMIE �%� I �e2' IT 1~ m a I -.. . -� lf�� Ite � 1IOCIIIEFF at= * 'P. Ol .1FAID I =.= SMIRm "Itt, 20 GACf CA Wit Der a. ~ , LVANIZED STEEL WIM PANEL OW.. P� . .,' No 44167 � I I 11 SECTION X-X W, � < _ _ ____ - - A� ,,,, , ",. I III I I -_ - -"-- ;;_v� 11 - I � - .- � \ GLOW PROTECTION PRODUCTS, . Nx. 11. I 11 - - :�' 11LIECO of. \ , � I� $1 $Tlw _ , ,�.. DETAIL FOR SPAC REOUIRIED Al -TOP OR , . S I 0, . , , jc____�� I i; 0. N . �__Zolc> �k,rr Ttlfam,-e-B�Eimar.;; 1, ;-_ R .. I ,.RmT "'��.,_ =I. RQHQM TRACKS -AD . TO STUCCO/--- " _ . I w.. - . - mkm- . ` ommo-em : . ,-....�m AI 1;Vm"_111.-t1L I '%,,Fls� ; * I` I,_ - I— I.-000067111 -,��"_-_!`__-------7- ,!!! �11 , ...; .......... E� . . - - "r , Or 34 ./%.a-T 1. 1�17 10 � "Air o � - ow . H ___ -I-- ----. .---- , 4004i __ - "_, a, I wop" U.'UREWRT NO-10 -Q -?.1 7. I) -1 Z2, TESTEEMBT,S: Large missile impact joad to As vvere performed under S3TD 12-99 standard as pet sertion 1609.1.2 of We Florida Building Code Uniform static loads as per Section 17r)Q.8_3,p;--rASTMF-33G Test reports prepared by, American Testing Lab of South Flocida, Report # f1814 01 -01 dated 03/1 V02 witnessed by William R_ Mehoer. P.E., &wlz Moro., P.E. and Henry Hattern, P.E. anc Report No. 02 1 9 01 -09, dated FebrU3 rv, 25, 2009, signed and sealeo by Edmundo Largaospedn. P.E. and Henry Hattern, P.E. Large missitQ impact and cyclic loadings per Protocols TAS 20 1 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 11 23.01- V), dated Ncvr-rnti*r 23. 2010, signed and sealec! by J00 E. G,cinzale7, P.E 'Tensile test report No 9CM-15.48 ify t.�C Metallurgical, Inc., dated Maich i3, 2000, signed and sealed -,.y Frank Grate. P.E a& per ASTM E-8 and Tensile Test as Per QC Molallurgic�il Report No. 1,01KIIII-1 318, dated December 1 20141 %igned Arid sealed by Jorry mf�iofano, P.E. as per ASTN1 E-8. 2.3. STRUC-71URAL FNGINEERINfa_�ALQJLATK)NS; On 24 Gage Galvariii.wi Stfitoi Storm Pan# -,I for maximum panel length vs. deuign w#nci load, as well a,i maximUrnanchor .spacing vs. design wind load and panol length based on relionai ar,d comparative analysis, and in accinrclance with section 1604 of the Florida Buildirg Code. Calculatons pil.-pared by Tilteoo. Inc., datod 12/18110 and 08,�',T! � (for this revision), signed and .",alnd by Walter A TIllit, J, . P,F-, 3, MIS511ON-IMPACT RESISTANCE: Large missile lmr,ic� undcr soction 1609.1.2 ot wc Firm dii Building Code, as oer SSTD 12-99 Standard and TAS 201. 4o VWND LOADS RUIS I ANCE" 24 Gage Galvanized Steeii Storm Panel has been verlfl�-d to sustain wind pres6ures. Maximurn pansil length shall be as indicated on sheats 3, 9,107 1 1, 12 and 17 of 18 of Product Evaluation Document (P.E.D ), drawing No. 20-175, Maxinium Anchor Spacing shall be as indicated on shools 5, r-4 10,11, 13 thru 16 and I 8 of 18, of Product Evalualior Document (P,E.D.), drawing No. 20-175. 24 Gage Ga"nized Steel Storm P,triel has been vertfied tot ctxJeuvrnpliance to work as a non-porout,storm shutter as-sembv, as per SSTD 12-99 Standard ,;�*,-, * -. - , - - ..-, .- ,� .., �-,C,Elt�,56:,-.�Al �-� - -�� ` . lt� _-��T I ' ' - '. ,, = 4� ,CA, -4-1461 '. - ,_� ;.-I * __; i* I 1. I STATE O� -.-'4� 1 , , q?:-. "ZOR011, -.,��,�.4, '%, , ,'� - .� C. 00 0 ',',,_§l-�,j�,.,,�� , "'111"' PROM C11YALVAI LO."I "TIAR r-N-0-111-172= 1 5. INSTAkLATIQt4,-, . Installation shall be performed stric!ty in accordance with details indicated on aheats 3 thru 8, 12 thru 18of I 8 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum seperation to glass shall be as mkfiniiited on sheets 3. 6 13, 14, 15, 1 6 and 18 of 1 $ of Product Evaluation Ductiment (P.E.D.). drawing No. 20-175. S. MATERIAL CHARACIMATICSAND SPECIFICAT .,, IQNS; Shall be strictly if - �iccordance with General Nuifit% and Components indircaleii! on sheet I and 2 of 18. of Product Evaluation Document jP,E.D.), drawing No, 20-175. Anchor specificatiuns ,,;hall boo as Indicated on sheet I of 1 8, of Produc* Evaluation Document iP I- D.), drawing No. 20-175. 7. LINITATION6 AND CONDITMINN-9-FAM: .1 , I Shall be strictly in conipliarir* with Genwal Notes No. 1,,� thiu Ill, Indicated On it;tlael I of 18 of Product Evaluation Dw,ument (P.E,D,), drawing No 20ATS proparall by Tifteco. Inc. and signed and sealed by Walter A. Tillit, Jr PE 7.2, Pi:.dj(,.l shail not be Installed within HIGH VELOCITY HURRICANE ZONES as defhad on section 1620.2 of the Florida Btif Code. ' t.3. Product shall only bu i-talled into poured concrete, 4,cinc,rele block, and vlot)d fiame structures. Pioduct Evaluation Report Prepimid by'Nattef,A. TRItt, Jr.. P E (Florida License No 44167). Prr,,sident of Tifteco In( (Hwida CA-0006719)� 00i,00,101111N e,I, �, � 10 ,W� A r/ , O. , AI �I; I Y... ,\CENS� . -,./�t 1-1 - , 1* , * .... .. * __IIY.!!V. - . � M : =M�41(q - !� .4 . = . . I * :*= . :! WATILL . .V* - D'ITILTECOAOPAC,IIREf,',��L)E3,1 L REP0RT.2DkGLV & I', , - A'— GALVAMSO STEEL VORM PANI i � �)RWr 4 711 -1 71S � RE -POP I , t ,� �,;,;�.T;V?,P, � frlrn 1 ) , If '. ei,�,: .......... �-,,�O,# __ *"_ -,-,-,---*- __ - - ----,- -,---"- ___,__,____, - 1/4. 2/4, �,'4, A/4, 5/5, 7/5, I w, i , I nlio. 3W/lD, 4W/10. - * 6 ,,,." 5vif/it), ri�N/11 & 7W/11 :..� - - Atic� � __C11:-Mf Sir SCHEDIAE ON S.Lr` `1 I Q --!' - , ., I i �I` SE -IONS OW SHEE-i". to It - 1, W,N -_ -_ - - - - ____ I , I, 0 a I _ _ - - . - - I .-.--. .---. f, I I - 1 ---- _ - . -r _..� I ,- - I" I ------ I � , � I � I I - "i � ", - , , ----'-7- - - , I I I . : � i 1 6 i I � - � - . � I ; I I - � . ; I ., . ! I I I _4AA1 �� I i 1W I., ;1) - . . - 1 ,,; P44C_'ELI IML,:, � , : - �, , ',�-s hs , N, 11 , 3 - �SLL KC11:... ,, I i � . I - ! I I Ea 4 1 � I : I . i I � I I I d A . 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' = ' GLOBAL PROTECTION PRODU . "'I'll , I I � S -7�-. ` " _ .. � !�P- - � 11LIECOINC IND, So 11 VK11 L�C I � . , -- - - - _;�--_ 1, 0"'. �)F ,# ,,..,- a ENROX C,0r." 0mv. IL 1�� 11 K�'." - I ') -,��, , ��(Wx�".O,r�(W.I�l" , 1�1. ls - �,,�,,,) �- � _... 11:� _.=� '�� , ,., 20-11 I �%, $ il __ I 1 4o01I* .: - li;� I W. "' ", � .. 14 __ ,. - - ey , "t s_ ILRKAAw I I- - 1_q . PA t -, , .. ,_ ._,I!D?Y!!�__ -L. ., ...... ;.0,1w I 1w . . ___ -.- _______ -.- ___ I _. I 1 __A � , I .1 1.7 - - . � 3�31_ 21 ZB23 : tH$T IffD_ ALJ_ATioN DE'WLS f L,k RI�WLAR__ -_I " -J \ I _V�IW114�� i _EXIaLING P0t;REQ Q NCRETE QR _�;�QRETE 9LQCLK_51RQr.,T N I__ UK5 .Wl�-., - .,4_RLTT $a 51.0,li. V V . �1 I ", I ., .11. , , ", ;I !T plqm c,Y:KIL I� ,KKKI SEE SECTION75 "I I vir , ASSIlt, itic Sgum" CONCRETE 0, W I .11 : 1. wat Rojo# veil -Tau DMOREIt 111LOC9 ,:,�, I 1�:: 0 All"Tt m I P I , , (.1 _ --XL .4.1p) "" OWRElt .,- - I., __1, ', " .,PR,I �.� � rigiTipp,ted and OPT( lim '.--,CI,, - . 1IC,,Ft;u,1 - I,7 , ,,,,, ", P, � geylet,c io I 11,11011 FT . �1_ _. . DJA. o9i, . hi,j� 202C FBC 7th 10 Ili - I . #;- SiTNr v 6--&-, pliance wit , - I .- I __ � � I I f f �Ojvt Ktahr PX2300 - . , . I- .1 - I . �_ . , , � 0 a Anne' - :�Z� , __ ,C _' .1 I : I bV De � i 1 ) . I i I , I . � i I ,; ; � 1 . I 1, I I I I I D � � I ` � � r : I I � I I I � � . �' �1- � I ,r t, � I � I : 1� I �, . t � *_ � � � i I 1 5 5 �_,N- ". , I . ; � -1. I - , - . ill", I I I � .;Xl;,�/i7' 1 1 ; I . . 1 �_ IF "". , , a � .. . : _ � , I I I - =-I.T * � I �, L . * - � - I ,,, I i� = ,�- , I I I : �, I . I I � . .4 : _. I I I -11", � � I . . I 4 �� . . I -1 � . . i H i - I . I I lc% � ;t/.._;m,.'. 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NIA I MIA t N/A N/A I N/A 6 - ' ___� __ ___�_ - ,/,. __I� � 6 , A, 19 �%OTTOV) - 0_t 11 .J) 12'.-A' on LESS S' I 4' NIA Nis w 1. m/'L N/A . 4' ". I 6 I.,4- 6 1/4 �; - ..- _ _ _ . L._-__.. - I _N/A _ ,[ . l I . _ - - _ - _�!07 �/, N/A %.A i - - N/A - 11/1, _ � I NIA _ C I ------ , � ,,r" E. I".* 6 � ". I a (WIT - I ........ __________ ILL VILM. 'K. A SPACM4 Ina 'WAUX10"5 WO Pont r1ow almLom -wv. _., I . .I.,64- AXX WAAC* Aft WoI 0,4 THS SCIISMIE FOR CO ,M r- .*,A" " " 1, _1 INLHOA SI.004 W wAtAlvNG SPA0W. S-,IW, ON SC,,(Dupt IN ,,It 10,LC- , - .A,7*N TO K "O"LE. 4VOICU5 SWNL MAONED ,4^C 'ACT" SA AcL Not I 4, LI . .,� I L; 7-T .CWATD MR CQ!AA W11G0 PIK At ..C.;R$ JENO ._- I ! I• ....... 'If,.".,N,,' AIKHDA ". � - ' I " - -, -,I I 7"I"". _'�_ I-- - - . �_ �t�. �A'7 : � I'_ , . _ . -1 ""I" sk , t 'I I "".", mmA �z,llclllc (-) I I : . �� - ' II . � I .�.,� � '/ I ..__ �_ C_ I�-t , .I I . . I I I I's %'. . , C �N V,. -.1 "...4 I CHAI,,II, _" 4. ) i ' �- I . i � '�-_ . : . . I FLORIDA BUILDING CODE (High Velocity Hur6cono Zone) . I . OIW*M I TACT C T 0 A __ __ - : - . No. I . - � I � - ;,_________ ------, __ 1 ---7---- 1 - _��C& Mir 5 . 167 � - .1 7� . I ! I, I to - = . !: . G;.',.� ,pk,AN;'rC, '�J[I. 'Ii';k PANT! 11, L' - - - - . ! ", ,- I. zz , --- - I _ __ ---.,- .. I _ x 064 '� , . -- -_ I : I � F-7 -1 I - L -_ ,E c;s;.:- . �z_ A- --- - - GLOBAL PROTECTION PRODUC I � 1SI LLC' ..All - k��,:-., STI. 4, - 216� 4. '71T_ ,., :� (..! , I , , , I : . � � . __ .- . I "� RID '.. , t -)v ,, Eco ."Ic _,� I. 5, .11W --- "' , o: .., . � . � . . . �L P --:,/ � n. 'N. . .. coiAiNZ, I%, 11. L"'. - -1 ,,,,, - '.. , / =1 R. I- �_ III- I., ". . " ,� __________L______ - - _. , . , 1� O', ..= - �__ I- 7&46, F� aw,mil- NIL, 20 1 II 1, - - -.1 ;_. , - :!!, _.mi �- -wo- - - I 1 4. I I _� 1�1" � I. t i " , � T7!�7T� - --- "I .... ! ..I.!V , - '" 1 Ii'� A� I � I S..'L.5 ni r=-. - _ _.. _ - . I -1 I tO PANELS'.'1) & 1l� I INTO ( STRUCTURES , 1XIVING ,WQQ,D , - . ! I �`, 0 ' � 0 I '' j, ' �'A " �',' ;� - - -------- ---- : 11 ;S jqe,pc .,? , mr I . I � J g /.� 'it -10 PkKL*41[ ftL$ *)ART FL- 0 s �j.- C, A, , ,a' t I , ' THRME71 pp.lFZ,xnr1 Ili IHI HtADLI 11 �l , L , ' i. SIMIM "n4X "rXI'm I', ) , ommw. WOOD � EX 0 � I Or - . " , 7/0 1 'EN't." �-- - I � I I . I � " I - . I , � � I - � . (�� I . i � I I 0j. V. c7 - 1 ,Iw "wr 1. 1101 1 ".-_�x,. I'll . 1z 0 � I A,AA..'.. ". " !. i - �, I � I .m 1 m, PLO 0 1 1 A_,�. , FIAM INC . A'. i. � , ,/.. - , '. . . I ., I I 116 I.IAXA I I W)GO �EAC,, �, " : � , -1 I -1 Q-ti 4FOURED ; Mn. I- I � I I __ --- - � I ] I -4 1 I I I I I I . ___.r I � I I : 1_1.�__jn_-�_______ I I - I L . 1. . 'Aul * . ; *."I a . - ."'. A• I - IKPM- ._, ' I All � ! " � - I to "Am, * I - �, , "I. -I {SPY' IiLln, ') i Ij...-M." %s ! - ,� , . /._, I., '. - " " - I - I I . L . 11.1 " , - ,; : . , "* L , I * tYLP, _� • twill, oNrA.,0 I I I I .. ! 1� P l . . I . ! I.�1,,, I _ IS17 71- - - -1� I 71 1 1, 4.1.21mi. � ---I � I I fe 2. - !- - is Its ./ I - . - u"d,`,I* [ ' ;Z,.;,.Vl * !* I 1!0. " I . , I (I _T t L I I L�' - 7 - , 1! - 7�1 I, - I - . , . - - � - - , ; ,.,. LAG SCRM L - - -.I-- _ - �_ 1 .41 , I , I 0 a . E& '12. *am P'AITE 1) 2'14* *,On* VI'.71 . � I . . ,- 'T � . I .; . . 'pt, I .[.r.TRI At KOARM L : L IFOURE1 � I :hl"m_: .XAR.0r. OF PLATE . I 1/4*9 LAG Stffik�_ 0 ; I � i I", - 6, OC SlAwfqlt - r � I t i � � f"Chf.1-Wirl, ; L . !, At =kOW", '17 o* [I " DIRECT ISWW '.G11 , I,IR�,, m-WIT . 01. Dl V�r DIRECT MOUNT ,/, HTING IWALIAMIRN . I - SrxF 1/9-1 I MAY", ALT i QW NQI.U: ! I I.IIA IAr4DN°'j FOR XLTJPNA1'I�14 r:La,, I � 1,�� ,_11 ...... 1101,114A,"V P, eva(oauS Affim 0%$ D USlQr. �u-',Dl I ,,�,, I I I I , I I I ANCy � 1111(:TH LIP TO 17'-4' ",..",��, �� p , . !��/ I ;"4,_ 2, FOR lwL* WOOD FRAME cn'41��,11 " , ". " . . . 11 �- ,- . -... 7'N'Ti. �!�"",% F t r�WIV A 901t D�1`16 COOf IN 911 V61001t Hill ill � 1 1� .Z i . ,Z� ," I PINE 40 2. IN,' 15PEC-F1(' f,1ENS17- -,l � 1, f'; ,, 1� -- . I I _ - _ ----.-.,. -, ___ -.-.,-.. - I t .' No. W151 '. � ,� n1t,( . _ .---- ! z '. �CL GAGJ Uk ,IANIZif) �T'f � S]Oqb# PA,.' I I = . . * . * = I------ � C , I _� I ur�__ _�_ '_ "" " IGILDBAL I TOP •A, BOTTOM il..'LIN-TINCS, �-� 'I- t - , S1 XE - , L PROTECTION PRODUCTS, Li.-.. : COMBINED IN A) ,L FRAY TO Sur All�' ! I L 11LIECO,arc \ I ' *. ' '�� / .04 $. I. %PWI IN'StALLATION, ___ . � � , - 'It ,,R%O!�- � 24-4, " & C"NelFAIIIII5 .W. It ,,,, �� .. ..... �# VIV 111. I- III III - 14 E*.�AWS �1. 1. Of-ItON-41' . , ","", t (. N A Al� - I- ...,�.... _xr.11_1a!I I - __ - I. - - - - --- In, 10.0 u w.,�%w/7-n I TiCil . "i11 !_ ll�c ��i�� _� �_, uATtT T I - I IKTAWION DETAILS FOR QP- `_ 7. � 11 �T " t/4-# tAr vn 0 0- 0C ./ ___ . -,,tQN-# I FUR LIFL SAFETY STORM PANEL SYSTEM 113 - .jr I019 - ,HRf.,cD "Ym"i"cu INTO _._E)(1_$TjNQ_W0D STRUCTURES VW, .Mo 'k,'(p ! I - . � V I , . - 17 - __+__ - - - I 1 1 ]� L V I I I I . J� TIC , ! J'_ I -, 2 ' - � I � I 1 � lk Review Asst I � IQ: . " � I I o ,meowaitEi, 011.11C 1�� p I "d appi:0,116 _ , . �, .t�� - - ..11 i I Corripteted a , � IrA � Amea.-Illail .�� 1 Vmm,-VdI I plans Review with the 202b VBC jth\� . I mloj�._ 11-1 .1- 1 . � ,�� - L - '[- �_j f, L�l ' for Cor"pkia"CE w mahr px.23 0 I - 1 1 - Ll�.�_- I+- L, iL_ - , by Bch" Anne I , - j i * � � IKAXI ,,W'; I :� - I .C�.� I I .TIC'-:- _ , - -, • r_ . �Iln a 1�!'1,2,oc 9 I 9 ALIUMATLYS-1 ALTEMATTYE . Z + , "...I- ug-C ; l01T.*1',W.,?VC ; -IiI_ A - I I i i . I I I : ; %LE � I I DII �ILL . I : IT.."" .� i -, I 10 Gvd� . I - __ - ---. 7!!7- , "` I VMXRM�! 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" DAIE Ill' 4� -.� "It t R% .1 _x ' PRODUCTS. 'I- , , � � . " 0, ,�",I.rml � , -r- I mt -W S. 51, 91mv ; I �11 "A"N"It � twr" ul'�I %) t, _ ,:? ; t . = �,�"` I 1:11 � .12.. ` I 11 1, ,, , , ,,!� "� , TIL EC6"' ". - I ."', " - -LI�-e,-,e. run 113`1110 0 11-111", _. t.; � a.%. It Lm.. . 10111 I � I, - " _.. - . J - A`I_ ....�__11I.l ,I. 11".- .11, 20-;76 "I I I wy !1KLr& �1�1. ,�r 111� �! ; � . -,-ZlI't I'. � " I!I I,�* -------- - (m .. - - I =V-, 'A, 11 11 r .. . - - - - �, lmwZ_ �7. ,�;�-.�- ��Z.", I - 7�i:7 _=!!_ III �Ll I _. -0-1 A, kJ 11 1, 0 E 1 '1� . 5 - - . - , It .1 21 ___ ---.---- - . - . __ - ____ ___________i_ __ !!I� Lot It -117 1 � , -- - I. =_J -4- (1) (3) (-- (f) _(z (a) - -0 > C- 0 (D (1) Q. 0 L_ = M 70 0- - .& U IAiA- (1) 0 a) - C L.- 0 -9 -= 0 0- = -2 3: = = - 0 U_ - Cz 0 -\ -z -6 CIO > •m S 0_ = U) CZ 0 %+- Cz CAi-l- 0- -0 .� C/) < U) -i..., L. (3.) a) Q) = V+--# = CU �> 0 " U) 0- CL < ,&II1 41k W -41AA-11 0 C I -0 (.z 0 L_ CL 0 a) " U) Cz L. Go `NNNNI LLI < = z < _j a_ ] SHEET NO. SH 1.1 I .mlmm3LI I DWI-T?11771l�• flimm IDADWIfWeW !,"-T�llmi 11 !11111 MI I . I - ----.-- - "C"DRS (SEE SECIV11,15 ON SII :7. 145. 19 It 20) - - 3- MAX wly. "./IT. UpS, 36/�117, 442/17, IW11% 3' iii i I .1101114 - IIAW/1111• 7AW/19 4 Immi . ftF, /,.. ,_;,. a "imi I. Tel I Dall, (j)- [t -----.----.--.--I- - _ ___. - ,_ -770 �_ _ 0 - I 0 0 0 1 0 - 0 1 -, 7 ,--.---. . I [iL I : _ - I I ' ,I- - , . ! � __ - - I 1 - (D.I - - : i -f- 1. -, - 'i, m .041 �_ ��. _., ! Arl",, .N*. -, . I i " .'(�. .11 : . __ : ! �� I - - I - - - - - A' , , I I l .1. I . -0- I . 141 Iiij - -, - - , _ �Z,'_;-'�, "I � i - thilift"', I I ERI. I � i �i i �4-1 � -le- � . i � ! l I I I � � ;I � I �. 0- I AR-016- "-.n siren , _f - I . P,.c o�mft 03011 ; I .- e LAI! - L " I l - �4_1___ - - A� i I" O.M40G,*# __ -1. _. 1. - _ _ __ ....... _7 - -T .- .....- - - I- - _1 I - - . _ 1 . �. - cam_ 7AW/It A IM/M EXTERIOR _`,mr.w , ANCHLOC19".-I - �- __x &4/17 AA/IT. 110111. AvIl. 48/17. */I& 3•MAX, '. '"" 4 Gow/i R. TM/Is & Sm/Sit 1: .. - ANCHORS (SEF SfCT06 ON SHEETS - 7. 18. IS a 20) . - - - ,Q.Pj[9_N__"__EQR_ LIFE SAFETY STORM RANELJ', ELEVATION W-ALE I ... 1. 11ir wi� w I (DORTO 2.w . . 0- INT&O 71 .tw -"") I.1 ,.;It swr'l 01-0 __ �,.��. ,I..., 1� I ..!�!n,.�k , L L 1. � - .11 '.1 L I"1�1 , , Dan= ,,"�,l, SECTION I SCALE 3/10"-l' MAXIMUM A.S.D. DESIGN _PjtL$5_VR_AjN_Q_(g_4_ND I.'" ,"_ ._ . " 4.t,� i e�k.. CORRESPONDING MAXIMUM PANEL LENGTH "L"5C�E i�..,p ... . I -. , " I - c .. . � 4 No. 441.67 S - : = * * ; * .3 � : MAXIMUM &S,D. Max. PANEL LENGTH I DESIGN PRESSURE(ft-) Mili'M SEPARATION PANEL � RATING (p.9.1.) (SEE SECTIONS) 10 GLASS I CONDITION -55,0. - 72 0 1 t'-8* 1 2 3/4- - ---I - vNi � I - ' ,---A � 2. I w. . _j 1_ � � I 1 01611'* - wRAR9YW I ,.Ail - - , 11-10 3%I V.IMVAI I � ; `HP(T 14) 1 � ! i I 1 . �L I .... I . .111 AM. PAMILI tl`?.�" LSEI Sri`11.Q.Ak I - I . _. 11 FLJRIOA BUILDING CODE (Mgt, V.1mity Hurricane Zone I S, ,ll= fteLlt .-_ 11 20 GAGE GALVANIZED S711I STORM PANEL ORINPR " ___ - I—— - , - .,/wam � " 110 E C 0 I. ,� \ GLOBAL PROTECTION PRODUCTS, .LC. til"Ir *xRo I. " slwl 1.1c. I, 111P. It kl:- , III. 1 20-176 1 zlft;-��P= Net-11.1 I. (".40A I J - It., ---;;I--- __ .. - ., eAA,PqNnMw.ftw - - �?', - , �.... _. m - mumes - I .A.". . 'u. .� .E __ � � ,., _1__�_ - - _ Iklmw m4bil :'::::�7!!="-'-!t-4�'ItI � = �_71.�. iF , I - I" I �i� __ - - ___ - _ ___ __1 IN-51ALLATIO Q[TA1L5__E_QF__D91Ka"2_FJQR LIFE 5 �E_-51QR.M__P_ANLL__$MJEM � INTO E !STING WOOD STRUCTURE S a _ .- I—. -_ ,--- - I "IN llt'),- � , - k .'c .mu� � . �� I 0 , x4l, � 11 1,1� QZ;t;1iAii,tT, � wg,Z of J.ftv zill"Ev I 'R, I I , � ' � y IT a' O-L �� I j T-- - I I w"'.."'At c- RE - , i lL - I 11 � _ , � - 1'1.*. tAKON 0 III 0 I, RHEREADED � . 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L .- 0 1 is M.B.us0 1 _4 � ; p/0*0 . 3�1 - ,- 1, L I !��,- -4- - I I owl MIT I , I ,R � -.11 , I I � I ... . .. i i y4'r IAKCA III ! ,,4! , I t, � � "i il I I I I I 6 OC. ./I 111;, � i I I I, . - � � wk THREADED 10 mmwcm Sr PLAIL � I 1111, I " I I � f , I I V, - 1 1 " I � :,�N, � (3) r � I - I ! - a . I . .--. . G , -1.7 I _` ��t I I Irr . i I 7111_97-_--� 1*___.__1.. - - - L'--' I 1�� :.� I& 4 . � . . . , , .OR"- 7 'ItCC'. L!__ I t . " " - I I RID. .1.t - - L - - - I - I.. - . 164- -@ CC-' I I L i CIA) ��W� I 01I.-M1415a i � T/ **- 3 4'S_ u's W/ . ; - C4 1 11 I , - Ii : � I 7/4'aw 37 WK �IiLT 7 4 /32 7,11'. . 3/32' WING NLT . I ��111 * 0 . 3/32 , el" Lli!77 wosto 0 12 1/1 1.) c - _1� 94. (9clokol WASHER 0 12 1/2' O.0 � MILIFIF WASH" (wHcNO: � � *0 . - __ i�� I � --- moll 9 r p.c � W TAPCO:/qSi . . I trAgairm */ VW) , .XROXE, ) r fZ,r: 1/2 . MR THIRIADED - IIIII THIMEADELID of PLATE I � I � . � i � _ I I !(2_�J.j , I I - . . ; TERATWA, AT ANDIREIRD?k .L.if ' 1. mom7m �, PLtf � I �J&� PAlf PI IAAT1I I 2_O4'tj ell PLAR . Q0, - Eiii�,WALL OUNTNG INS( A111ON WALL WA OI UNTIIJQ=lUqI_AI 1QM WALL bp#M INSWLIUEDwLATION a" -0m m- I. itoA, IA , ," PANEL(O.,R*oFLA"r Mw ANN etRiffmri R'. !mks 3/ill VAILE 3/87-l" SCALE 3/e'-I" " Z,";:;,."Ft'7�*t�Nz, `-!.� 1% twi - St FLGRADA * TIMATALIA11" NARR ONA I VALID FOR IRRIALDe" WIFTH AS D 'K1- , 10JI". 1* It, #45. -12.0 Pp No PAW s Locrik up IQ a .6 . \\r-E , /V� : ' .. t - 11TTA 11 P, � - BUILDING CODE (High Viml"I� 114wrricaTH, I Zone) i . : NOW z *. . TIRE 1 20 GAGE GALv NZED 1rr TELI STORM PANEL � p 3, FOR Will, NOW FVIAW COA15TTEt!C1KW WOW VCMKft IC OIL lk,lillf PENT No 2. AR/ SPECIFIC oft'sn" or c 55 am IOLML I . i in '.. . 'At Sit, _ 0 - _ � --ij _� L - , - jg.;T=,�j - i6ii - .. - __-, - rIE-a., _. --.-- . . GLOBAL PROTECTION PRODUCTS. It C - <. s . " 11��, ... Ft . , il . : to . e ./Tit __ 44100 I.W. 5- $�- I . - ",,i �ijl I - , �' .F �.. , ,•I . I Ji v �, , iiX ,� , I"n Turma a BiIii - Bet Ifta- rL jjl 1. _x_ __1' .1 - _. __=?� t� i -,it wRm-,THTR. l,,tt Fvft.)446-m� __ -- -- -;�rT- - -, 20-076 I �. -,kal . -_ , . luo";L It'ifollowITIA.'T , _ ", ei ..". �[ t . F1.♦ r .ii I - 271 E-12L - - __ . w.6. - I. I f-=-Jww T. or 26 I : COMPONENTS FOR SERIES 2000 & 1000--L--Z HANCL-STORM -PANELS � (SCALL 1/2-1-1 I- 2%1* - - 15196- iTOIAL WTE,T.) - - w 250. - - ,2 5W (OFFICER wdlrf-} _. I . `_ - . ' I 'l - 4 - 1 3;0- - - 1 3jv - - 1 350' - , Sm' . . I I I I ,:,% I I T *.. /- I , -� .1. 075* 2 .w_1 * " I , 91100 IMR1 2,264- ,,- I , 0 aut, MR IN" mcmwcl � I j X1,11, I I. RE =It�A M, �,�� j I It - .9 49 0 a -W . .. " � /.�5-, - '4' P,25 . 'tllo. - \� ERG, , 2"i I. F U " r.41.1urt, Sim =:� . - / 7 - / / VI!; .,�'d ' HEMMED 11111, , �11 4`61 &-m , OETAK, �j - ,ft. . . , F.M.Alot 30 � =-- � .1 . �A .1 c_w Ckv / ;17 101.1m, - . . -1 . 1� - 6 d", (!) 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Ar* GAIVANIZED SrE . IL . 41ORW "AMEL I . ft -.,-- - _ .,- - , - , \, IGLOBAL PROTECTION P;lIOOUCTS, LLCT -11��Ieuml . ILIE C 0 I"c 1� I 1. NI VIRLE, Rvwv_mliiiiwa� � 61i I Ii"'. . . . w - P"Imir, tww)Ml.1. 1. 14-1*"-.nl 20-1.79 ow _. _ _ =1 11" ow..o . WTI,4-Y. ,It - �w- ,_" - ftoft, m, . I 6, , , i - I . I SKI" . . 41 - I § TI �FOR ISTN$�F�Y jR P Y ,J.QPQEIA1L5 MR...P_Z .L[F� Q_--A.NE.STEM INTO EXISTINIQ PQVRED CONCRETE OR C.0K.Uj[_9LOCK IIRVC_WE5 1 4' IWO. ANC.Ogf, 1, " Z, " I I., 1/." TAP OW AMC.Oft 1, 4* TAPCOH ANC�ORS , ♦ V O,C 0 Z`� 4 v Oc 0 V 0 C, POILIFIED CONCRETE "I POURED CONCREIL . I , I I POUICD CONCRETE � 1* CW:pi on CONCRETE I �.. . .. 0K , 4 *_• q'F)1_1tRTp r CONCK71 , � I f ! -.S, 91i REDILIKED .1 Lk- .:".. _n F,l', or".*Rx C, - i - S, - -� � , - _� i I. -71 -ua. _ � _ •- Me. - , I I I i [I- ; . . ,. . t 0 - I i __ I . f 0 - - -il - I j � I I I : -ummianw. � - 'j i - o- I wn met - I -, F.6A , I � I , - Q_ F, � 1 . mewitext, ITT " - ( r a . _ a 2 : , ! _T w ,?. 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"TOCTIVIC IRINI SHOTEN ft SCE Am^ ti am wrom "cmn w � : I 140, 14167 *, S I" Ike OcLtodoc OMfop THIS - . ; * is OPERAITOM 10 K PO&96%L REDu= WOIMM DWAWM UVM SAVOR Si Not I ,/r . i . _. 5-"fi . _*'. of'- - !;----. , .� V_=-, K LEW twit 6WA" W-f-4 IYOCARIET, FOR RAD. 4w-mp 7"t ON 1HIS SEWO" 1. ;�- -. t 1�1?.i!!�Apr ..v . . , , � __I_ I " - . ______ - - �, - ,,,,-, �, '91 l •",,#,,I k4__j,_ ., . Tj m. .... kolt w./%'t;AAe,j �/�.n PLOAIDA BUILDING CODE (High Vol"Ily Nufricont Zone ,I- 1. .c. ,P 20 GAGE GMVAN'IFD STEEL STORM PANEL . .. GPROTECTION INt "P3R1OirDUCTS, LC. Owmm EJ016WF 1tiw9.a,sw. - "_ ". t'llimm-71i r" W�Ammi mwm P.A.F! 20- 17A 4 !I ... 0 .,. , , - I __ �q�c __2!!T�l 1:0 " 11i IN *M �#= �!�., . '__..., --'---- -t--' mal 0 T. :r,ISTAL-LATtQtt-UdA&5--fOR-QPTIQN #2 FOR -LLFE- SAFETY STURM Aff.L_5y_$_jEM i INTO EXISTING _)��_$_TRUCTLJIRFS I I �- __-A. 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I , � 7/8* . 3/32" Wili NUT Iti III—. I 0 1 -1 REaj,KD wAS-EP a (KVONQ] I 1 I - ic AMELMAII PLIES i . . 01--10 PAItTIMATE :6 j,/4- 0 C /A. � 0 Ill* 11 `T��;'• N "At"NORE i ,%1,:Tf% "Ct, I will THREADED =11FI, � Al VORMICTIT OR PLATE � I ',I MFORRACIIII OF PLATf I I � I i WALL UOUNTINQ INSTAUAnON WALL W.",UKTIPig. .IH5 TAUAILQH SAW ,,,,�000' 40A,LNO ALIONATIVE 8610 I I M95EPA EL , It. X'ri!ttlRI I 't, -,tidy . - . �� ,,, -0. J L_wlly -PANEL i � SCALF 3/ft*- C � Sc&Lf va*-i, /j�. ,.�iZ,ENS,r`--.. , FLORIDA BUILDING CODE (5,111 . , _ph VII Hurricont, Z*nw) .Ill,11C, III � I No, '*B 20 GAGE GALVANIZED STEEL STORM PAIIIII . : : IR, -_ - , I I IM'STA41ATIORIS AIME ONLY VALID FOR IIIALOPIGS NTT" ASO DESICT, LOAOS a * • . I I -1 � - __ _ _ 1. -.�: RE, - �Ib,',I 61=m _� GLOW 1� -1 u. To +55.5. -72.0 P5F AND POML'S LENGTH UP TO S' _ 8' 5 . _� � - - _4400 S. 51 �Y, - I -c S ATE .. I PROTECTION PRODUCTS. LLC . -,- -.U. WOW (RAMC CONISTRILCRION *000 WLMKPS IQ R,% ,01111(ith TIL rE CF . W, 2, W/ SPECIFIC DENSCIN OF 0 55 OR EQUAL '-, % - '� ORM .. * lt�-, .1 - - - & UZ INC...� , ... I 'Ailf. 'EST, , .W-.- - '. (_ ERAMIL IL 11JI. . '1111",161'�/ N "" Y. I.1. 1� 1:1 IT:-,- " "" I Nww-T%AR� - m.weTF 1 20-176 1 '�,L - ,.,. - ... - -",,,ImtE-.... - i - . j -..w� - T.4i - I,-. . cmllN:.`R i - I , i * .1 10 �;;_-��;M/EATE I III . ,uf, .;Ii I I [T,f - z7M F�59 , 24 - F"--"-- X/24 lut �t 2 RI I 1 241, III, 04 W/o c I U" 2 24 P 1-124.0, . - I r 11 r1i lot �41111 -.,.oft I'LL Pli I . .1, S.3 V/24 0 - - - --------- 2'.-OAr WN , .*� 3: V t �41.6ii .-T, . ',". 1. I. 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Avas - IV__- - � ' ' 11-KI (D TO K TIM41EIR AT EACH . , 1000 ' LAS- I'Mit. (b TO N INTIMLLED AT E49MM .vl-; SHALL A.4i K PNO.VED TYPICAL ELEY&ION-N-R. ERIES 2000 0#1L."c' v.Ac ALIi of = -U�,-Wkli I FACILITAIT =19 arm "mu" to YAOtrArt I IXE196L ELEYATjQA-EQR- SEBIE5 1000 .I ,` . C� 0 II- "MIME" rww i If "Itt"D TO w AWAL,sb F.C. ___��'Ivw - - I E=Z._1iAN6 SJORM PANEL I Y,ST.EM e4s" Orr SMUCI%W E-Z HANG UORM PIANELTMSM __ W.-I 3/32" - , ___ . j .l T, TZ, - , * � �-`;, , - le M. w ,"'Ri: vq' ft' C', - " --i- I / ^ _: 7 - -, - r,e. (D tv EW km 60 41�) 7 IT � '7 77 7. 7:2�!� ), -1 �� is�� - (V 510MU "- (4�,%Yi jx.nil. � I .=ION A -A c,A) p.ld.,$1 I - "I LU1K1TJDN_DE-IEbZ,jWI�. E - 2 ,,[kYC 570AW PANEL SYSTEM CONSISING or PANEL - ,ia�, TRACKS AT 10F At PANFlMAIE I`l f, OK 15" I-CliNG I I. I Ul: I Ill!*,li Ot ' ,LW 2= 1 .' Ivi STORY PANEL SYSTEM I�O%SLI,71NL ,, , "I � V., BOTTOM, W/ I'MTELMATTS IF I .", . 'MAC" 110 & BOTTOM (2), M PANELS :,N , .,.A+N 11T, C ,NER�TECI, 10 0 G � „PALLS SviALL Mvhil '. BE 4,(^%1i It, OOrIOIM FR" ONERWSE A S7�>' PAk ITANCLIMATIi OTA, it JSLO / 15 "I" *A`�J' MILLAIS "' 1 (2) ,i --14. """,Ximi AT From. END -(� - S,lALL _ S"A" K C 9E:qCt,1DECNAT TOP 06 SUCH PAki WING .11 OM, .'.`.j� N` '.�.','.I�-',",',./'.f.',.%.'/T(E'�c'E'PV AS ". I, RE (3) IF ENO PANEL AOL 1,11 TACIED 10 BIOTTOM TRACk. ','0NRREC'lDN SMALL CONSIST OF DCSCAMD ON (3) LOW) '14,41-10.3id' US VX/11`41103/32' WHO W41T OR 1/4'"3/&" hi T.UMBSCREW INTO TAPPER BOTTOM LOCATION OF FASTENERS MAY Of A] 0"IFIR OF TWO � " FOR CASES WHEN ENO PANELS ARL UA .01411.1 S' L q) AT V Flom NEW , END PANELS ARE NOT CONNECTED TC ffrlf.'M ; DnEMOR FRAT rLANGES Of DID PANEL TIRE/ I CT&TN5*,) ... . � S-M 1 rA PRCIAM AT TOP Or SUCH, ITIMIELS - !A] ,% CASE THAI END PARRii ON fX.' CONNECTED BID BOTTOM -RACK (.t, a 51(j, li (4). FOR RINSIALLATIONIS MIN END PAWLS AM SOME INTERIOR PAM(L� ARE DIRCLILY I ,$ ON' IF QICD AT FOP) AT LEAS' CAL nA"EIS SHALL K CONIACTED TO BOTTOM IRA-., MOUNTI[b TO EXrS7 LRSIK SPEcs JARCAILD ON = 0, Ali N SUC� CASE, CONNICTIOL OF 00,141.1 r7f; V. Ei = By_rrS C FlARNELMAIX3, ONE ENTEATOP PANEL ! tCl Wf'QW TRACK MAR DECILART Al &l� PAhi EXATION MAY BE JW. 40%. r BOTTOM ATTACHING BOTTOM TWA TO II I . W/ TWO CA1417LARAIRES al.cmumd gwvmc SLiOWN ON P-ClAit" AND W/ 3 I/-'- i I it� 5Ff 7(:TTJNI ". 3' AT 4' ON S-A.!! 2- 117F. XNIi SCHli ON S4EET 25 Kill ME I 11 ODES 1 E01041" NOT EMLED -,,,-FOx,_EFF'c- I A& NRSIAkLj il IWO, ,,I I-=. .pm -%5:i/L ki HAVE I ,0% 0,01. SUCIll TLAT ADLACE11,17 PAITI ,19 C LEFT & RiGNIEF SIDE OF R viii HAVE � ,,W� , !!�, L;'\' TRI OWAAPS Pf7A$tD 61 (.1) I 111VI �, 1, .., I � ��Ii -.'P - FLORIDA BUILDING CODE (Hiii Veii Hrlc ... Zane)! ". "' , "' I . I - z kirm 7LIki - � . No. 4 167 -. 20 GAGE CC VAN12ED STEEL STORM PANEL D I i I • -� . . ltAn, . t'_"'"Err 1 �tL _74.... .__ - __.___ . -, _. - ___ , - -.- . * � _0 - � . " I 'M/" iil, ' p \ GLOBAL PROTECTION PRODUCTS, LLC. Ri ,�',. SIM �J; - -c f ., 11L I E C O.. ' - --- "', b�, -, ,'to l0i 1-41-1 � _M.R. � ... ...... IN �_ c 4m 1L. I, MIT - --,, -'W, ittill.... ___� . - ca-mi .. I.. CAMEL It I",. 1 20-176 1 R� fs - I_ .t 1z IZ-1 I �jl - I 11 ei"... . I� - TA. pmmI .b.'s-ov., * ___ -.- I v,,,-,,�/i - t. _ , � - imA.0wel 10 ", R, rk - I - I -- .. , DAM-4 w � � ,in, ". F�5- ,,� _._�j .11-a mijimm --- , - I . --- It "I'll'to, 1, VA,w ./�,E I _ . ___ - -..,----- _ ____ - _. I __ = L'.M ;L�,� _ , I - I . I -- -t- jeer 75 Of 7. � I - ____ _- _ __ -1 - - _ .-..- _ I i �Nf` 4 �4 � < 11 "I m � .o�ALLAijlNi.Nl ;,,t..i,�Ni.L$-f.9k,...U�-t.�u�i i,i,..EQR-.LLFE,-5AF-ETY-.!�lQ�., _PANEL :,'?,��Ll;, � I IN.T�Q--EXi$.TINI-EDIRU,.--UNCRCIE OR. C�QKRUE - 0WQ.K URK.N-RES i � � �.' TA-r-1,115 •4 -Ir I ..., - - I 0 0, Oc " V ; I1. . 11OUNED, CONCRETE i I OP CO.Com BLOCK trlotm 2, - I_ , .t I . I I - - - � - . I I . I . � ... I . . I I - I �1. . i.. _._______ � -1 _1L I I I . � � j . . - .- IT 1 t , [ - '11.1 t I ,"It . 11 t. - I I -1 I . - .11 I - I ,.�. 1.! ,-. , I ,. p I � I I I _ " I I I I : i � Lxv,N,� � - - -, I 11 � I rukYl I � i 1 6 . �� : i I i � I : , ,�, 11 Bop : I . i 0 . � ', . . � . A . 0 V-ml, Is I . I I- 5, I t "' -!, ";:H, IT III It )/,. - ; ; � CWY� � I.- I : I I . I : I I ! . I ,0. to- i I ! . � I I . I i , , 11 P,," ,% .,o". I 1; It _ I I � . Ix, ,,, Ilill I3.13;� -";,,, /V" . ' i A', 1 9 T. , , I - '(W*�L�) � PwAco cifticArm rc"RL Crreltcq ve cmc,Wt i 0A coWAVr BUICK RlOwi otcemm WALL 0uN7Ib1G MIALLAVIDIN WALL IdQUNIM INSTA",,,,T&,,_, U01i SECTION -a 0 REGULAR PANEL 9 _UL L --fiAELTY-EAH" SCALE R/II oot 1101-Ill" ,. , .,." i -_ m, A111 a m A ANC� I.A AND-= ITK I- n i I ,*-_`t, , � , * . L/9 , � - ,,:0._�,r,^" 00 .000 .11 - .14 VN�I . milL Alow. lownwo I-) 3 I i , - , _7 .,. ., � % , .0 - .- __ . - E " v, - ___ - i67 � I . . - t ,,N ARTICATED ON 1� 1 I— L 10- L.7. Ulifl, Ti,KM .-DICAIED ON __ 1.) ".. -, "" ,,,_ ,�) � - - 3 - - 3 -1. I I z *: = . I * i - I 7--, . ,.. 1.11 I'Lo'xi AKMOR SFAONG 61 ." "m -4 swENO vv" o,,, sc8faw " ,-If 11xV:`Iec FACTORS TIP THIS Acm EA OM DR, 0 . - _ FICTION . . `71 = I . * * , 1, '. 1. I �. .. cc 'r , 11, , 4,��_. '---_ .- 1. � 'InnIr, ", ll "I. I� K "fissnK.L. MILDOCIED l, - J.; � lr�(l FACTOR 90AIL HOT I 1/1, I _,; -- --_P_-_ 1(9 - 41'. v , _w '-I � -",, e . . , . - . � "_.11 -41'O . .: 1% I., _w� 110"C" IND4.1i � 1,�z, sc I . I "I '0� I I ,� W if N: H -ItOR 'Y'" c. ?His wMIDIL'Ll 1. I , ,,, ,,( �""`-::M) ,., "T ---. _� Vv - .".. . --I - ... - ----. _1 .. ....... . -1. . I _ - .- __ ... .- - .. _. - .-.---- _ . IF MAUVEWMAL/tAn - -_- __ I I FLORIDA 84,115DI40 CODE (High Vol"ity Nurriclone ILI— ll� 74,11.0 � ��l GALVANIZED STEEL MRIJ PANEL j I , , -0. _ I C_ ft, . N.- I IL T-C* , GLOBAL PROTECTION PRODUCTS. LLC. 07/twim 1I - I 1.1� ia-1-ma-W k.i.-ttW i�, �;-.�, � . " ". . --- L 1. 14 f11!Tr,.:. ,,, I.I.JIMN-0i :� 20-176 . ,_ .�. I .1 I I , I f., - I , ..1 Z - .11 i:::::::�� " 1� - _7 ��v '" ._� , ,; " , -.W., 7' . .. Aom HY ___,_,__1___ PHoFT " W � 11 ", '=_.11 il� jr. I r- - . - ------- --.--- --- _---- ___ .- - ______ _ - I I - . - I , MOL Nalli YAL& tAwfL1_.11"J1AmL_mww I , 4ANC STOW PAWL SHOWN uN :1�!, �,;i, 1111A�!!'. !011i41 ,�', I-"- A'rl rY-!�rTr.n1lFljj-,N7r IN Ill, u,tlmvv 041)(04111d 01 Ilpc.344 melrOts AND PANELMi rEUALL 0 & PAMLLUA4 FLu5 N u ,a. ,4ANCC WFIHI THE 2020 ('Ah EDITION) Of 1��4 r.Okr,�, Sw-�!:,Iw. cl,:,�, Ei S"Au BE , Ip- �i WINO ROADS 1,�� 9E OtICAmINED AS PEA SECI" 16ZOOF I"L A60vt W1,11,I-,If. - 82) MNIML-A LUSM600 Or l/lit'. - r .. ,� , � � 'i I FOP � WFN�l !PCCD I ��j r,,,iR.'�, In, 1.1 JURSOICTION wNfRE THESE SJ+j"EPS WILL K ll�17t,Lll� ANV 140 ERCEREVIOENT INTO ANY FINES- Lv,ILR�Aj ., FOR, A D,Pfl�"(!Nhi � , ,l. , , I , OP.' USINO ASCE 7-16 AND SMALL NOT EXCEED TW 0AAAWILIM (A% ij � � '*4 0 - 7D !! t 1,017W&� MTS USED $HALL BE k.: , , �, , � I • D1ESXT4 PIMESS"'Itli vA1,K1 -.?:�j� I, lt�L!Is ilo, & 2f, I �� I I , "', 1, I,! 1m•0PS, ' 0 ORDER 10 VE"'Y I HE - I, O. I. AIM t E DF 5-0 1 AT NO LOAD5 O(-TIERM44 E D PER ASIDE l' - 11 0 SMALL K I'vii REDUCED ?I A lFN- I ' '$-n MrV1,LT`PI,lrW, THEM In 05 IN OPoEP 10 ,, I .� ,,A�I TI-Ar ,-'14;4_1 '!Le,f INF. wIA11i CONCRETE PANELS BE FCIJ041D ON OIL EXISTING WAIL. TO COMPARE THM A/ Lim (A '. i)) . " PRF ,e`,Pf RA'!N';Y HN011f;EW THEF11 21 At 25 AN'140L� ,.AIL Fit Nl, lll,'�.I`,. Ill Rf" IPE NAAN "tk"URC RE BLICH AM AM O;W,j -. N,Np , P F_U, 4 SIM-, K AS will"'ONED 1 a �, AlAl,L� �, o. , "4 G*XR TO VW * 'At! COMPONENTS AHD 4TK04�1 (I •`(lt i'F C "I IL I �.1 I 1. I _ I ,- 'k� "I'll-i IN AIIO*AJ" STALE. � - '1140 LWIS WAS = ,USED IN THEN AAk `5i% i'A' I '.l �L 'I - I. , " 5 (', I DE'EFTERRINE o *4 AC( __ I L, Nr'� 1015 �C) MIECHM SHALL ME 045;ALLEC rO�L,-iWFNF; ALL OF THE TRECOmMENDATIoNI, ANLR SPCcdtcAiQNs t;; ",L A,kL.,kA, : MANIVIACUREA sTc" PAME.'s • ."). , r .1 A- 13 FA14CUL REWAkCC IMS FJFtN VERIFFIEP IN A,cCQRCw4CL WCT� SECTION t626 i): THE A80V'. MENT-01. :WYFPAI`ION TESTING LAOOkATOW', N( Ali I 2032, AS Moto,COIL5 TA5-20! ,; .", N "" ""C"S'at"' �' ` ' �:"'!` !r' ""' 1"t SOUNDNESS' Or THE STRUCTURE WHERE S"WILI'll _ 1 ". L :1 Em �-; INst,pr �,!N C'ArA TH43 SHEL11`1_0 SHAL1 ONLY BE ATTA04[O 10 CONCRETE. BLOCK RAS 702 AND 7AS-... . . 1�� Al,'_( - 2 TIHIS Syr,li HAs A 1, �; N51 - ALLED ON THE OLFTSOE Or THE OPEWING A.IQ53,Nf', 'NE OPENING I*Pou li Ni m W/o TIA J, � 1, ': ,�iri 's APPOCATTON ,I, VAITO WHEN INSFARIATiIN r, INTENDED TO BE PER60A4II . . -! "17AkI1'Ir" ';C"'TRA`_`)a 'S TC 1!1 i L11. '. Lo, 'I':CUR`1')N1N7 10CIFS W14INI REMAIN IN CONTINI FROM " 'Nse.4 I. I "I . 11111�1 .Ii�T !11,, (11&.~ tkc Ic PH1111 4,.-i;,A 0'4^ " . .4,4 AKE) SEAL S1,11.711A INACKs .flat lmil) j AROuEva I . ,. I 3 sr-SERIESlow MVk Ark,.., . . .Il`,Ild Auv x,ueilf T4(jN,, ,;iyir WINDOWS WHENNSTA&IAItOK 5 RFOVIRE.1, tC Ik ~:',, I PERFORMED FROm 14E itisgDt 611 - r, - !, `lll)RIl , - ,11 iIA1I,kT1..1 •-A., LOMI'll W,11 $I'L..�. L't , 'If , , " A`C` "I"E'"' AND )"ANNG Rii 0-917.41; J, 11, ),rRT1jW1K)N W,jRj 1114W-� I. ,,; , , , � I SERIFS 2ow PmA,,AIKx4 IS 1j,"OL ll, � '. , l . I 1. � � l . I t I- -, - I J' It 4,"I 11ILS l4 1, L""'L i' msT*LLATIob Ts ftf�v,A(D TO K PER, 51.1, l , 1, 1. . 14 A?Ri WINDOWS Aii roOLE5, lti E - Z HANG STORM t'�&,,E, 44,T51:pA, ,' ft?W orpovic �I, ALUM"Im •ExTqf�100j� '10 BE sch�- IE �,zAl� ') lc_�Il .1_ � ., � '_ .11 Ill �4� INN PRODIKr tf�ALLUTRQLI DOCUMENT JPEID) PREPAiTI BIT-ts .-P.Cip,ifr, 4. cL.jp,I.,( AN ��:,-, .4i;T R-01719o[`R( I NFQhVAI*N1 FrA. A tirT[ S-[Cii4 PROLIRC1, WHIZ III II'r c,x,N'I(, kll'ri �"r er') , k. AjIPARANO SHE LILT I VE.CV 41 (.LQFIIPTL", 51ITAVE .'Idi.,4 .,tj,, (b] CONTTi,AC7OR TO bt RES4TO1454BIL 1CP THE SE,jLErTqOl. ET'jK,tASt L%I, 'N. A;,4[C', l'L"�� 4"-, Wcr, j , t ALL S11Ll SHEET 4, k NtOi� SMAI, HAVE f�INIA.FURA,- XAWSrFl_ •STll I 1.f1115 PRW1Jtr BAS(D ON THIS FIECI PYND"OfO -,Fr,.,L vAs "ol Eltu% Ili I'll CIA:W'OTHS DIFTALLrb ON GF1,TGNATIOlM W/Ft. iArTER ROULD) I 1Y 5 DOCUWLN7 CONSTRUCTION SA(rTY Al Sf'f N HE '�,'PAC ' 1#',,li'l4dl1jT, N AA I, ;CREWS TO All ; L . 41*1 3R4 OR 316 AES! SfRIFS OR (ORRO&ON RL$1r11ANI I— 1,A.Iq,�N �,ElL. A� It- ,,,, I,) TH:S .KITXlr C.IE ',S,j�LFt:L ;N..it" I If .7 tl0ALt,AjjQN D0CuUEH1 q,, vcorv,E ` 5,0WIF w/ so %ii I ., ; . "t, Wl ", 'ENSILE slof4cl- Al sithu CONN, W/ "."" " II "Grilk 1i ;11 � ! - I III) SITE SPECTIC PROJECTS 5HtNU, ft PKPAI 0 A l,fl.lji ttf'j 'tkf:� I-,"-,,. (16' AFC(.-TE.-.T ARMIC. III IT SIDE IS TO BE ASTw A- 3,J 1, I ' � ,;, DIT N51 104 SERIES STNRILSS STILL. RETI 34 Mftv�%, IlElfj ST'lREN0,, qtCOVE TbiK VNICISIFIER OF RECORD (E,OY) FOR THE PA",�'T 4IL: -110 FL GC 5[ P�'�P�"N,L l(IR 'If PROPER .?,.r rl I� , ( , ! ll---'E'P OF RECORD. ACTINC AS A DELEGATED 04QNEEP TO ;HE A E .- fvwE! p- � 2 ,.-'ITC< 13 1i %HRAIL'. BE AS I ;t_ .% "V4,11, C, 7�', _.•1s "L SITE SPII DRAWINGS FOR REVIEW I 'O Lv-,_JVt.L_.EL1.fti C0;1.RETC. f.) tHIS FIRED SlIA,_ BEAR T-t ii .413 OFW4Nk SEAL AND STCNAWRIE OF THE PR0tEb-.,ONk E"r-OICEs, ,. 7 4 _CDRO FRIA �, �%TAPCIA , )PS AS MANILIfAvTURED Ell ITN 641ILCEit, ,NE lti;,, I , . L'. , RE , I PAELITARrO I I x 7/1 , ,N 1%hCHOAS ' AS WANLIFACTURED An DIWAL I INC tVIN I - ,; - . 145 STORY PANEL MANLOAM-Rii LAM, t, A,. l�t I :t.�Mn jU A RCALNITty lItSIBLE LOCATION AT STLAIM FAII A - Eta 1 D FAkf , : Nf' 41 DA011i Cj.j`L A"C400S. AS ~ACTEEkL., III 1�� , .Q%111- .."N "KI . I .- ACCORDANCE WORM SECTION 170 9 3 'A ... I. I ly!- -, `,'I[w it'( LABEL %KALL BE PLACED " fWR,, Q#f%Ntl ' ('3350 ii , ABELINO 10 00110-1.1 WITH SECTTON '11� 1, 1 :4 .. l! 14,;, .W,_ C017E ILI) mpoAm ELIBI.C.f'." ,..;,:"6 NI' ilWKILEO 1.'IDNCPFIJ SKAil BE 1 3/4'AMID 2' (OR PANELMATE � Elf"i IC a Pj,, ALE) WNN&%* CMAIi i . l.'11' Alt -N ANC -CAS WLIL BE 15 1/6" I%IO Cl!'NCRETE NO 1EMBI'METO 1'.'� ANY Fee, .,H ,�,. I I, , i qllwmm, ;4 4RI � , � � IP40 SliALL BL LONG CHORIVNI(SHORi ART'$11,SH VATl"PIA, E,[Isr� 70 < P•-. AN IT, it! 1�1111111% 'IrI It!) *4 (.,.St _- -I l-R4Fj,AFr S70NC, PRECAST CWQC?f PANELS, 1',* '.V[-� . �, �111 I 11. x ,I ,��_��.r , )4 , 4 'll" .� .. " , 41OUR AWPS ,�KML W. 1.04G. I_N�IjCAj TO AF,ACII 11�[ ui % I .1 . I . 11:i F SkAA u ,v �N' . *�I,RLCEN'pe'.,.� i'_ jK A!,l P. NT r, . -S . i, ITE 4 I) Alf, IN 1,2'� 1 f �-' NO. 44167 " I III I', EXr_-ING_(-.•\�..AJL &,Q--.-!-- - , : - = , * * . : * - FLORIDA BUILDING CODE (147glit. Y,Ii�, Mctr,kon. Zone) 1/4- IT TOWN ANCHORS AS RANI."W.' "'rfl i-I ' 'A 1�0. 1 - 1. ; ,;-,___,1�w�._--_;_ ,2 __ ___-'*'.'- - - - 1/4* # RE I/ft" CA&XIN &HI f., N . 'l ' '71 ,, , � 1, 15"K, . I . ) � 1�, �� -n-1 "Itim. - ! 1. . , I- 01 1C[ I_, , , : 1 20 GAGE GALVANIZED STTIL SICQw PANEL - $14-10 PANV_MATE 'EMAIL i� Ill' � Ill - I— I—' K, L,wJ4+4:1-.-RtD BY ELCO CON"�LICTICRN , ", ,lt, . PROOLICTS (V7071 p.; t - ,)�., �' �, - - - -----.. - - ,,, . !��, A � " t"" __r__ , GLOBAL PROTECTION PRODUCTS, I.I.C. 'I�WN" - I I' -TIL ECOome �. _ '.. -,. _ _"1-- el 1.10 1711 a cmommwR" COUP- ,_ ". , I I Nellil.. Hill, --loHg ,.,.:, ,� ., . 1. 20-176 1 �w F`w - 4 c= .w;; " ;�-_ -_ . - ."_ "I . I W."motm/lAn 74 �_ _. _. � . _. - � � - - 7 PALTIA A 'All .. . E _4 . I - . . I -.-- I -I------ ----------------------. --------- .------- ___ , _____ - __ __ __ - ___ .- .... - ___ ____ - _. - I I - . � I I INSTALLATJ-0 UTAIL$ FOR SER1E_a_20QQ_A_N2_jDDk E-Z HAtTL STORM RRI 1 3 I I PA_KL.LANT.Q -RQV-RLO CONCRETE OR LQN,M:rf,_JNLQ_c,K J\J�_ 7.1 I "11. - ....,= _ . � -- --, tat voext.., - I _ - 1. - . - * .., I III I �_ ..."ift �- ,��F - .., � fICE "F .. 4 , .- = 9.43W I"', "' IP - .- � - :! i � ,�Et I % _'"O" I 1� ", ,, .. :�_ �� -0 .. , , 1\3\- 7- I I I I -.. - , I f, .. I -N, �_---t -, 0:5, . _`� - . , `� .. 1 1. , 9,,,;�,�Ile . ... � , I I . .i. I .-I P ,141 NiTeLet" I I : lt rr- I A - 11 . "I -. - - �'4 4 . I , I- =F -_Wrs .�. ". 1 I . I I - �_ � . 'T, . Fietir - � . ' f � ".�"""`- ; _" It 'ii I -II'T"' ." I � x .,f�z_._;., �s st. *r - _'.a ./.N,;.w`4` 4q . S51 Ill ,� +1 I -e _ _.- 00 *' ; , �, I.,� ;6- � ", ---* k Reviev, pfoved f 11 . , i ted avid av _-, ...-,-.. L _ =q 0 if , 111) I I ! �� -i� 4, Nid,133 - th E01011 : , . � I "xx 4'C"'k I . . 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SECT914 4' - RML . . - III �IFXC`Ec IA.II= 10" ',,IlI �'111111111 I - -- I --- I . 1, . "'� '�% ,4) . ,.,,. - - �Itil _ 11- "_ . (M ,�� , I , .. �,tii ,-L� - , - -I ,,, .LA Fellow., : I &=_L V�, .!.- MID I I I � , 'k i I I I 1 -, _:1 11� _ " _ia) I T- �� _�_, :h .1 ' 1% 4? : I I .- -L-LI&I-wAt%AuIL2-x&nm I . : NO. 441,67 ' L. �` - I I TO. a 9'"D. wo,'IFfivos r ! FLORI;)p OLRILD[NE, CODE ce Zone) - � Fir 2 * ! ._�_--.-- - (1,1i 'Ri "Lorrica wob"m .. -1 - I'l w - - 11. I . W� ."m I , , � In �\ i .--...."�..�-�--,--�.-.....-.",, 1 ; �, % 1�wv -)� .11 ? 20 GAGE GALVANIM STEEL STORM PANEL .- � t" � ____ 1 F I , � , � . A . . , , F .. � . .____ __ "' I DE(AIL I I _ .';�� I ___ - . " ", LC V-1- , �r 114�1.1 ,., I " . ... - . "_ 11 .. .., L .- , :,CALF: ,,�,, � I, y(L'IlIT . . 1 � , �il �,, ") / GLOBAL PROTECTION PROCIUCTS. � r-- I.---- , � �1 IL �A'L, I I. . , TILL' f. � P. 11, - � 20-176 1 " = .t. - I'.- _ .1 t. lo ... : I I vA.100A-w..-/w-It �-,--I -:-04o"mm�A.m oflt N -I.vl-, 1.6r 1pit � cn m L. a) (D (D 1i :D m > 0 L_ U) 0- R< a) a C-) c: Z3 -0 (0110 0 L_ a_ U o I L. cf) Cz " co :3 Lu �i -1-1 2f = < I i SHEET NO. SH 1.2 MAXIMUM A-S-D. DESIGN PRESSURE RATING -Ca.s.f.) AN .0BMPDNDffiL"IM9K. PANEL LENGTH -L_ SCHEDUL kAXIMUM A,.5,Q__D1.%fih_PRL5.LQEL RAT1IQ,_kaAlEJ..1.!%hL CLO L I'll 11— FOR SERIES 1009,1200-1--lAW10- STORM _PAHEL_1jM3jLM SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE _iR_C_Qt&RrTE BLOCK STRUCTURES - -, - - 0Aj2_2NLy._fQR_F.�.'LL_ .,-_-.. . - �_ . 1, . z �mwa 21L., VAT ID QhL1 I CK F`A'L: . ". ' ' C,5_2. "!.p r 'Cl;?tjj ' 11'", I j " I , ALT tmxmm A-su olim-m-All-, ", ,,fM,47 I W.1. Sep.."I" I to OLASS --- AAAIIEL COW" - APPI4ABUL TO 4 SEC'KAFS , , -G&D. -75J 10' L'S' /Ir 1-9 I BOOM A I I` ". S. .-W. � __ - 4- - 4 a 31W - .U.O. -73.3 1 W OR Um 1 2 7/ii, NO...0 - I . A .TV - as lfu W/ %/4'#_2O`Us/4' Si. as, A, mwomo AT CNILPLhill, IF 4" OF "Nit kING'", MIASUPED mou 00,10V O" 1ANV_ MAXIMUM MANKALOW Sli-CIRC FOR C. a - j Iff - i APALKAIIIJ TO RAO Mich ___ __.. -;AN-C-,;;�TE-, Smol.3 0 a. mESSURE (AL�__. __� _p_Wuw_n_ftRM4_f C AMY ODWAINAT& � %whimhuhhh, . !4f41 PATRIC. I � LO0111,k , CA) m ca'" I I � O, ,cm,_._,_,_, r6 . - I %OCR �Ths -.; r, ;I� 0, Nil, � I., A 4 - "/A !2' N/A '7I N/A - A 2' (TOP) It` 3 IO. r 1. 4- 4' � 1, (BOTTOM) 1 I � !.. � ., __ - n-11 mms ;l I 000 I?- 6 1 3' 12P 5' 1. ! . - a'-____ I 1' (BOTTOM) - - --I,-- . - .- .--... -_ - ____j 220 19m - � ./A MIA, � A ATIA N/A N/A , 17 '',2' 1 I" I Han D. -75.1 ___ - _j,:� - ____ ' ' - --'- " A ___ - - - O" ON LESS N/A ,7_� ,,;A . (TOP) ' - I IT MIA 1 9 1/2' "I , . IT ,/2, N14 ! 3 r.. __ --- -_ - � --,-- -_ _ ___NSA __+ -- 12' N/A 12' - "/A 2 1/2- N/4 I 9 112- 1 N,A 3 (BOTTOM) .- __ _ - .. . . . 12' N/A 12' 1 N/A !" N/A 1 12, 1 ./A T -. mcp) '. - . l2'__7__ it* I ". IT* I A. (BOTTOM) " . I a' i2• 1../, 7 1 .--- omIT(l) To D&O - I ASO DES" PWS"( RATtAC & <f I SHEET to I ITIR 00111, hYft A, 1PACIA9 FORT i"Ift"111010 Wilo 1110l00 I%-,K AALINN's wheek. .W.oh. %,ri I-11) -,. Lta OGIANKIF Am INOWED cm rm N."u" FOR ( n all"T "- .4"CArm CA '10.11014.1 .1ftcl AAc.OR vo=r &I MIATIPTY'" SPOOFING Pill" Ght $CHIIAAAA IFI 114. F01 We" 'AVON. I'M m apow3m To It POSSIBLE. ==I) 11PAGNIC or"RED ull-c 1-c" PONT, :!�T K LEAD" MK" WPWC B$W.*%D FOR [RON ANCHOR Trift 4' I'm umm 4, - , mmum nm mown QftFkhM ----"- .;;e� - _ _±c_ _ _�� 0.4 , . - j !" 1 I 7 It 1/1 , — 3 — - i--- 7-v2 . FRA-I... 1"`"M`JlRki__ — _ j T/7 s 11 I-- RAKII `IA) . . - . - __ .___i__ 3 ,/2 ;-;- 5 Avel I JA Cow maim Ith" I il�r____ __ ... A ... - .- -_ - , - I ,/r - - - � 11 -,. ___ i AN :__� - ,i,_ -1. .e . __ ,- I I iii --- W. TPL6,1", ' 4 ENS,,-.�'?\ No ... . - * �. * I : * f � <.. Si kit OF �-rT7 ,,r- - . 0,9", 1'L,m`-. s A e1_l;._>7fiw1` kIlle'. 114 -YS " "', I '41", ,n*".,;z;-.;_--,.YW- r".-F-0 + 4C4)uK% uo. wma Ill WEN morTom or -I L3 �,, ,. AM (D TO BE 1/2' --jmRA F. I + + hit 00019 Vow. OISIANCE BETWEEN lOrM OF PmTA " Q IT IN we* 11 J. -6/16• t!71 oftli FLORIDA BUILDING CODE (High -Velocity Hurricane Z"im, 111- I KIM - 20 CAGE GALVANIZED STEEL STORM PANEL I ob" MY ----.-- - I " "! W/u/7m - I GLOBAL PROTECTION PRODUCTS. LLC. okY I L EC O.N. .m 1. SI STINEr — " W.. 'A"I'Ar ,-)."I I5W FAX wmo�? rytj,",��16A 20-176 . - M. A, 30, RIMIN, eiftla. A, 40A , _., NA, am __ dmko, AF, __ - AAR - . - I r. C*�TIRRF@Tie nMA MITI 1'41 I IFT' ------- Pear, I, FAA, �s 4M_ I i I 1 -, - ___ - 0NEQ_Nf.pj5 FOR UpQVR. LIFE SAFETY & E-Z__.IfA!i1G -$-TQRM PANEL SYSTEMS (SCALE 1/2.I-) - 15 123' C707AL WIDTH; - - 2 IT? - 12 Im, UFFECIFAA Them) -1 . . . I C!" li-i"o-20'. 1., , . I 21-c* . - 750, - IS STIFF, 9": I, a I/** (TYP I F .374'- - ,. TO ARGUE 0 6 100' mr. TT 004b' . . I 011' 0 12 Ilr 11 . _ I MAY - * I-," . I IiTw 1 I ; ill" 11 I , i PAR, K 011AM" : 640 / _ __ - - I I f owil � , , W. ! !.' I �. I., ., � � �.� I I @kKINIA210 Slftr� fyp I � ��..',I- , - .I- .I- Co'. - ' 5` I mc* , . �V, a 024' Lvd THOR 41I � , 41 IT ASYM As" i , I ,,To � •, � -I \ GRAN so vt^Km 21" reilt, i L '- _-_--_ - _ DETAIL A '00, G 60 my Ile COG-11. .. - Es.i. - , Sm. _I � In : \ / , , I � ',,P) \__ ---- ------- I . . I I 3;5* Fro.) I . - - - . __ I 15-07::f (J) STORM PANE - I 330- - DETAIL A - 2,OW" - I PANGS TVAU. ME WISTULLIF ALIll - 2307' ntom LIT To AN" ill/ 1/1- LLC AT 00 AT LEFT SIDE OF PAN" O 'H' HEADER (3, *F' TRACK 04 &KLE_V1H_= ' I ,.- Fri Im pt�f . m hAAAf, 0024- (hm�; PAWI'S LW LIP GALYA►NZED ST[il - . . f.2m, � W/ miummils, Faiir >,", , I 'r - PAM , li - . . TAT ___ I I . ""? "/ I, , - 1� '� 13r. 4?jo* . ,� . ,• - I I p ;, � I �� . i I r'7�1 .,w , I � J. 1 I cvs- 0 3�5". , I Ili 0 no ., - - �,,-- -, � Htimeelk .:F:-- 1 407* .Ilin I - I • I I 4"em, I - -_ - - : �. k, I il 6 I 11 �# "."11, - , 1 " I,�* oft C-A, I I I . i�� 6. , PAM ,.. I WMETRIC VIEW DETAIL I 11 : t: 90"" i ! 11 I , •41' IILI. ,�':I'.' IIIIII, 0 !'NOS OF PAM*S .. MIN ,30* r, - - � (I I I %:I . o 4,� �,C �J.EZ EDGE k . - _". L: !I 17f,- I , -2 3711" - 11 1, 37V 01---.L- - �� ,,�.•, 14TAU, J 2_500* -=—.L- I (�) axjQUW"ER , ,,, . I --) LEI rio- ' .---,i - 1 1150' II 117, 1 "" X 314DS-HI54 ALUM lh_�,, 'i') K0_MQU_A1_1AKL L 11-1 I 2 174' 1 - - i .SEE SHEV 6 I ,- m, - LARTATOW t S,f I . I I A, - - 1, Top .1 __ � . I . 11- 11 . i . . ___ I, � , � .. . . .., _,w 375' �) SLEEVE 2 1,/B' I 1`000 STRIK714i � ,7t- ; I MAX, LmGm I , I 5 ? . 1 2 ON* - 2.OW I - - - 193* - _�\ I ! - .I. M. . 11-1 zw* - -- I..I is _jz:;::-,, � L__ - - : I!, , (11 I,_. 250- ' - . I - (& =YL, I" MAX, , . - 7 000" - �� 11 � 07 REV, 'H' HEADER * -U' HLAUR 1�4 1 - - milm TO 5' M.. . -ij . I I - (�o At&LL I LLHOkL.! . ,,.Kh--4R,,h (6) "J" -TPACK g PANEL hAMM i�, , - 3 000, ii4i. z 11110do-Till .ilo� ", - ,,,%!�Vi A 1`14j7pAtht, (1 1/4" WIDE) _ _ I - I - �jw III �1; -, vp % L&' ONLY FOR E-7 HANG SIGAM W, 1 Fff, ,,, I - 4.. 1 __ 4"- _: - __j f1m'), ,L,r,ENS,r ... . , SYSTEM) em-TS ALUM A11.0 i : .1-0 I -27V 4 I wN , -,, .. , 1 i - e. , ` c I - - - ; " . 9 FLORIDA BUILDING CODE (M.rh HJjh velocity Hurricane TOne' OOD'i T- : Ii, III It. — W 73 _.,� 1-1 - , 1, - I 113, . I I . * . f I 1 '46 I. 1:�, 7'm ot 1-D-m" •so V % -%. STAIE OF -:- i 24 GAGE GALVANIZED . STEEL STORM PANEL 1.4 I. - A No. 44167 _. a. -I-- # 1125- W, .-�)_ M. o I I- _11� . ____ QFKIRk. K - MINT , IRM L_.__- - It - - Off SIECTINNS I . jW 141O.. 1 i, - - . — __ __\ GLOBAL PROTECTION PROOUCM U.C. ";/"7/ _' : IFYP� - % _. : - . -� f I 1 2 000, I I It. - _�j)l . , 7WE ",., . Am S. �. VIRV : I � "� 1. •� Te limm"a , - cahrm � - W I �L � 4 III .. Cow. r, 31,3, '� �V//.'..'o (%.AmH-4m1 4w, ,;-�,, I A - - .. J zt.m... PH.W. O.H. 20-175 BUILD -OUT 'E' TRACK (1-5) -D WINQRO / ,AA-_ - LART-1- i )M-'b.&,- I AJ;_.1__.__T __ �- �!I BUILD-OLFT *r (I�4� �_, III: (PO WASHIERr __ I �� (9) 11 -CA-- - TEM-AHM IIIIPIC 3 ALLOY) hill WAL/MCNaVK/�n -. .10611.1- AIL .' i — i 4_1 .� - __ _1, 'm ____ - � .11CRL)t.!m .1 . I __ =_11 I __ ___ ______ -__ ___. ,- - . ___ - - _ INSTALLATION� __RETALL$__..F�0_k REGULAR PANEL �1. INTO POURED CONCRETE QQNCR. E BLOCK STRUCTURO � F .I.T001"It CO-CRI'F I ANCHORS LOCATION ; CONCRETE 4KII0011 (SEE SCHEDULE ON EX,STFNG POURED CON( RUE (SEE SCHEDULESCHEDULEC^ EX157W, POURED COIrFhfq SHEETS 0 TN"OVGH 10) OR CONCRETE RLOCk SHEETS 9 Thf%DU-,,- ILI OR COMICIFIETT Bit)" REQUIRED I - Z7 , REOLFRIEC ,-I TIE LEG cow .� AW-MORS yl� � , = Is :", , . EVSTNC POURED - LOT I � I CA ESL 5, I-I:OULE Op!_ `_ - ... COIMCRETE RLDUIFAE 0 " , SmEr'.; 2 THROUGH 1.4,01 I � 2. , , � I "" 'I, . - I I � 1. 11 I I i,,`� @ — .- - - — ... r , :� Or � I. '. . ., , . TNI ARM m low *1 1 ,4 ll`�* I , �+�• ''/., I I ,� I I " ,,,..r. ,/.,-�l* is .0% W Na I MAUL I _x CONICIFICITE Awl-oks . I - - 7— , 0, . ..,: L ,;' - - �� " ,, " � .1 - I - (ME ScTTrE,,),., , I to �1 � I f ,- ,O) ,: I . : $mILETS 0 1 .Q , �7 E " L , I �4 I " I 0 .."IF �:" , I ''I : �ire a �/.. I, C : (Da � 1� 1� I % � ( .. , I _� : a :, I � . 6, "I.."", %� I I (SEE SCILtTILI I I M9, FOR , ,,, ; 1 , .,. I � SEPAmr4N T1 , 11 I � F ." , I - ! : � & SCHIED, NI -A i K) a Arss. ON SHF1 "' ` A W - " A', I i SEE SI,.,frrux I 11 � : ,,., A. ...A. (A li5 i I I : ,4/'Al;� , . ,, I I ! I UPRM. iIIA. r4r, 'I, MIA. SCHEDULE ON IT I I ON SHEET 3) 1 I. SPA,.,,; U, it I ;.1_*.h;;cL i : � I I TANE11 a141171i" i (SEX SHEET 31 A I : , I. . A,z ) * me.. I - - ,l,L 6 ILK ON& I I � : CUE KWOUI I. ... i , ,f,ClI Ill" 1-4) PANE F-ElicrH 11 , I ; OCT. chatit 741 ; W, I I ON SHEET 31 ; (SEE SCITILIDULE EXISINIC.-I I 1, I . $EPARIA I i , I 04 SKE7 11 aLASS I '.._...i To GLA : 1. T111AIA9 i� , I I lk- __'_ I :CW SCH'-L[ DI I - ! I -11 2 . I - - L � I , 3) : 502. 1 . f A. 1 rl) ; I I I IT ON SKI I 01 'I•. . I ; I or 10 - I . I MA,` I I - IMIX, � ! I ,.-.,A E V .. IT R I I I C1 ) 4 1 C D SPAC Wx LON, " : I OF I * Is �!.jq�,r OC _1 - - _—A.—I'Li" I MAX ! , V'v : I I , 1=1 I I ..*.-IcAll :,== I : 0 ,-j - - I . , IWY Kill 11101. - - _-) I F IT , , , , * 0, at E�NCTFICTT ANCHORS 11_11-1 I I , CCINCRi AINICHORS (SEE SCHICIRILL ON : - I---, I I ` 1: I � . .� I I' SCE V_KOULE DIk i AIukhNom , �. 4 -"'UK �_ ., Or WALL 06 ',�AR &k(Tn lip THROUGH IOl * ", O r. VALID FOR LK", ,-�,-. � � � C-4) , IS, � ..", , 1��.-'� �, I : � I I " -., ;I MAY - I COAK . � � , I.�,1�10S 9 THROUGH IM EW.R(D j/ IF" W cow"w") l'-.- POILIMED CONCRETE ALL &34N 10Airs `AO PANEL I - , . ')W "S FHP ., �JFFETE BLOCK amw POVRIED CONC"TtIc LEW SATFIFTET 3, 1 CONCRETE PAICHORS _ , 711�1 �1.,Iqfo Olt CONCRETE BLOCK #_ � tllEf SOHIEDULC ON , , RtotNtm _� ;; MWX LOW -�UMINIJIM SPACERS 0 , - t � - I _ I /7- or, (SEE TABLE 11 ON SHEETS 0 THROUGH 0) S.ffl; 9 J& 10) I i I CrIt IN MOUNTING BUILD -OTT MOU T! N Q wmk.muff[N_�E W/5P&CIRS & OR i wan SECTION 55' I M I'll[ 3/5.1" SCALE 3/8-, 11, , A-. I I 0 !N � ,��r; A. RNR` � �'N I . 11��1111.1,\ se .� ... e I T, - . ! 1 4�-` \�, "'Te ** .. I 'k FLORIDA Bl.lit.DING CODE (Won Whh� Velocity "NuFri conh, ZCr i• - - _- t I*mo 'Ahlim Ric z. I . No. 44167 I ! 24 GAU AALYANIZED SiTtEl STORM PANEL I ._� ,, I . * '. * .wz I, Wf� FQ6,.0DM0ftMbLff_ZCTVJ`6 z . . I - / ' - 11C ""I I m : i EDGE DISTANCE S -io '- STATE Oi�::=— 4:= � / �� IGLOBAL PR=CT1ON PWDLK-TS, .1 11, I P;-, IT:,:17 - - IL SCHEOULf UN TOP & BOTTQLA w)4PkIINGS CAN BE KL ('10 - 9 _N7F_WWpW7 Elt No CDWAW I � L.. l. UINTI " AAKI, I'm .. -.-. 3011h, "AN-)�t. -M W�404W? ?0-ill?5 INSTALLATION, - 1, I I ft - F1V I INION/1"'t AN, CA ... I _I z71=F -4 _1 - -- __ = I "I 14,5Et�7 =S all. I I 'Pim - I TF, � "D* ' SHEETS 9 A: ICI; COMBINED IN ANY IRA, 10 �;Uff ANY _`< I , g " ........ ,-�v P�-,, 4" I. I VIR INARE rL 34214 ., __ INSTALLATION LQ,?'A�1�A">,EQR $fR(M2= A 1000-E-Z HANG '"""Y'j,,M , Pyk(�JL_U) - — ------- L INTO - E Xl��JIN,Q- _Wg_QLLIIRUJC�� I .1 , " _�SOAEAFTS 6 t. or */ I I . .? I _ I /2' - TWA= MilaTITIA11ON Ir - 3 6 � Vi. , 1001m . ' I , ,I,,'- Sc- 0 6, IT . I` %r, hAX4 TqA"fr I I ,!.,. �x SCAM 0 6, � I. ". - 104AAa. ,x.%. �_--T - L'i - - . I . "I. III,. , ,". MA, T.ehi " . I � ."_ A= 1140" - A - I 1 -.--4_= . r- To titthil"If 00010 NEAQRR I I` Ti j i - - - - 11 I ./.,. 20.11., ms - - .�i,, - - IF .." tI M N � I . . . , - " ,,"r.,13 , - I ; / t I , , .� 1� I! / , . . .2C I I , 141' _-, . W I I A EA I'm to L2) i I I'. * . - (5 , I � . L I : ! , '41, _r�_�_� � I , A . , SOW.- 0 1 � IT . � � 1 4 0-kh 0 4." INS � � I I I �! . . , ; ,4. * -to ,.E I VIA LOW 01 @ . 4 .! , � /:' -, ,-K- -C!� . I i I L ,� - X, ommic; ill= Aimcs i ,,T,= I j � , - I.SrE "F71. 'l-,,, 4 i 1� .. I., - - . : ;� 11 �_ (11 , . .1 - IA PIE,rm, : ttE:::::::�� ...,.� �, .1 . . 11 7 .; " , I I , , - I I - I I . 11 " I ; - W 'It;. ";. . i - , I 11 , r - S/,4* - F!, "IT, ----Gc,m #-"I- Sm I Ji I I�-, . 'It � .. I , III f." ro & . _ I K'I a M.C.0 C;" A, -00, C) : I 21�' �. " (To) ( - 0 EA C I � ! : I � , 11��" ; I- I -D,,,' - , ,_4 � L;,a4`ATT I., � 7 .0,C,fc, I $-.i; � - - 7- -I--', 0 �i I . mi: 3f-.,. . .. . I - !: � I-- - , v -t Wt. 14 IFILL'. "i �; - - . : ! 4. 1 1 01 I _. , F I 2 9/ka, "N" I Z� .I', - I , I - � � I I I I , I � - V Vj" A/ - , , ,,�11" SEPARATION - L"A. ; - " ,"ll"".3iAl. : I . 11", �11 � I �'.; `."', TO CLASS _4, � ' , � - ,1. "'I" , � I - -,, L, - - T am; we 0 I I t I � '.� I �, ",I , I 1 — 4 . - -L % ; 17' Oc _ 4,�,11 "I TIT , 11.11 1-. .1 I I 11 — � - — __ li �' � I' 1�� ; � I � , � I I 11 I OR : t Fe". 4�.t'._ . ,� �:.---Zmv - g � I � i I I . $r * . ,__.L . 2 911V NA, Va-. 5,.%-,T I, � — "NAI — W W7 4 rZ, I I 0t; k ,11) CLASA IMII,u / �, 1 m., ; I I& IT I " - --k . J, , I 70-7, . - ____ , . _i; I I 'I 11 . - I : P - - 1. L i _L - ..L I - I k III: . : 6 � r- -� r I ;, �, ! . � � ' i I 4 i't � I I ! I f i I.. L— --- ' ! i �. ; - .1 ...0.3i Ws ! , , . , I I ! � , y j il /1.11 ,11 � - - I i I I il � it . , . J � I . I I :."O, - I " � 1 I - I r.("- , - 7I,, 1, I , - 3 , , , ;,e/4- V$;'y 1 1 I-- - L -" " 4 . , � J,4.. -L - �� , I I I I I -1 ",/. - �. I i . I ? .,:! I III, - , /a ... _,`�_A:J, 1-1 _ i � . 1, � C ./ - - � 1 ;� - Ki'lowl'o."t, , , 1 ll� L' - 1 - 1 I - I,,,�, ,%.7,�t,,�.- .R. I ___ - __ * I I - - IA-" m.-2we'. 1':-�,=M`im M.�-,RA70, . 11 - "LV� � - T. / I ,r8u�ILCW . ,3. T, �5 '� -_ " FT , ts" "WON Of KATE A' ISMS 2W- ,, ", - fl_ TF I ' SIR"' \__ t. 4`7`� owl W fi-10 FAW,AhArE PU'S 12010 ,� 'J NKIFFE L 6 I ",.I, 'I"p I 9 ZIOE 'I' . A.) - r,� ' � -* 'I " -1 I hill, "NEIRAlkolk a , I . , I . - I [, I I I K ) OT ; - A u , ,.,, ,A 0K. -I � � �__ I A - 4 \\ L .6:: � I . ku� 4 1� � "fA", 1001 �ML "pub-ahr, - A— " L � I I 'i - A'. 0 4' .� A/ IL. . L-.1' .-. ,04 1/2REWS 0 4' 0 u . - - �'l-l�V1,111."I'L,q-1 1 MIALLAIM �- •--2, m.l. I , - -, , "!,(,"__ _�O1� j*.4 , I I"", "E"O 01,11"iii- G r�ll 1. � I- ALTERNAM-2-1 L__. : Ell:=.! ,,,I,.,,,, - FICIRT. OF 1ILATF. ' . -�+- .k ., ,-,,, � � " ". , ,- Vim . I LITT REOUNIFfl) (Ill - I " - ta-RNAlIff—cw . -1 - - - AIIII . � ,/I'-,' I & . ,�# .T. M .0 AAINTIN I'LL: - - - - - � TO CEILING MOUNTING I 11, :` � -L14 DVADP" *It" as Is Of C . ,PW 1.0AD5 -II6 0, -15 � -1 -' r-111, S LfNCI- UP It' 5*-10 I I0OR - 11. . - � __ I INSTALLATION ,,,,, ... �11 .".. , , JMJ _r'N 4 411011.1111NAM !!t1;1 , I 4 NEIK RIO130 th"Ame , �N' I- ROY� mcuwrn TO IN: SoliNtAN I, it I. 2 W/ $0"t". 41W. ,I, 1%! Llk MLAI, I V � 111!W?i .. 7, , I. i I , . ",:�t.' - `i,,NC&I1 - ./f". - I I L �� i:. se`-., " z . . , I z . - - - . Nallo 4, 1 - � -:1030 Anin INC n AAC FTII�.IIii - �t ��r SJEIr TRIA (V AT tDP k, , - : , OR, ( '. x"EIA. ., ln,�__ ': .,I �, EiaI i `R�l I S*.. `111 4 * _- - ; r 1 1 �,:- ok, - W LlA Z, , p - :Z1- �,AK`tv . ,L = - - - - - - � - , lT'TATI OF I _,i1I`II`_ - ��____, I� �I, , '� " - - - ::> — - A. _\ / 11LIEC0,01C rzL . ALUJINAM '-A`m,1 TOP HEADER WM_FRAIil� �- - �� ..`*-�, � d�� _1e1_c.,__._ -1 L,.-. Do= 1AJUIzX I.® -11 AN, *13ALLATION I SCACE 1/1' - I' , IT I, " ...... I � � �� . - _.%1.17;.:.�" 4I --ek"Al "'", I" - ,,, �'(R "I'L.. 11 I.-, . III, '0"r A, ith"tTliII .. -11 I . _jhq,M�'T 1. 1.10,11, 11 ""C�AAI; -,--. ,.._____..___.. . . ....... ;L"t 111-4111 I },IA XIMUM A.S. DESION.-FRESSURE __ .. - RATING (R-md.) _AND.CQRff_V_QN1I= "IL!" __ --- - * 2/4 __ ---I 1/4. 3/4. 4/5, � 1 CHEDULE ONLY FOR REGULAR STORM JJAX MUM SINGLE PANEL t j) LENGIti - _,E - CONCRETE SLO K_jk._7YQQJ) (1) PANIC L2 INSTALLATION INTO POUR KIF (-,(T S,r,R:EViT1 ON -s* = -, AN, � "K I 17I 9, .(, II,) , - I IVV/6, 2W/6. 3W/7 & 4W/7 I 3. . Ax 1* . . 1, me, , 121"- pmus tD LVECMWM I- SLKILL .Al-LALb. -_ - - -_ 6 1 * AT TOP QF(JkgnN - END -WITA - TIM it, 11, _aAL" OR D. M.. (;�. a , 7 - I - �.. r I - - - - ' ,'�) - (,�. � I - I F_ 1 - - --- - , I . _.I - - " - -- - - - 7 - -1 - I - - i I - I WITI.t.-IlActi-ILmil IR MKCj__M%m!m A1__EAC?_1fA0 Cl_� ,:_�, 1�, '_� . . � ... I � _T_I__t__t_1"_`.1__r � I I I . � . . -.1 ------- 1. I J MAXIMUM PANEL LENGTH .. L+" OR 'L-" (ft.) 0 .,:. Imu. As V Ca"Clem Ili WOOD DESIGN PRCSSURE RAT04 TH&FALLATIONS t l, I I D (I 1 -) - - L+ L'T I - Mo I.?,:*. Ij0^ - 25 r - - . II.-Cr __ - _ I I.-,. - - __ jac .. ". ". ". _,V,_ _r - J - - 1Q'_IQ* � — I10 -0 _ 400 I,.- 1. + !*_�L - __W0 9 6, � IV-P* -e_`A_ - ia a_ q..'. _. 35.4 - - a.- r er Q- - AV 0 -_ - jv_A� 11*-7, P., L .. I.-,. r-e_ 76 C ,--,. n_OL 751. I .1. I... 0-10, 80.0 . t . .--- imo 7,-0, 6'-#' a -V 61-,?. - 10.0 - 0 _ — Ft �_ !!:_ _- I.A.I'* __ ___ - 000 � --I' !, . . - . - , 3 I r . - .06�, _ - - e . �.' - __ - . 5__p_" _FrTio V-1, .- "" - , - "'I� MAXIMUM PANEL.LENGTH "L+" OR "L- . (ft.) a- MAIDWIS kS.O - - CONWICAE-f A, W('X OESIGN Pfx$SUW RATING ININIAL1103ONS t Iml) I. � -) ;---T- - . L LAT 1100 14'�' Fj'__o* - .-T .1i C ___ f 1,201L � - IQT-r -_ IC *_ 10' ll!'_111- - **-2' --j" 40o #*-f* ___ 4&0 _ L--!:-- - Sao - #*_71 -.±Z-- - IhTz_ 560 - ' L 4, S. - - - 1��iw . - fao a -0* I. -II. fii I ?. R. - ,.,.,. . - !i_d_ .• . I. T- _ FI-tr , , - ?SO , .;' 6--d- Wo.... . J"_�" .- a ,IW 0 ., 7-o' 1 - .' I --- 110 L_ - ,._J� Sr 105 0 _ , 1,.._ _L-f- - V-4, - 5 IT ------- � . - - -floo - 115.0 I I mi- --I- - __ � 1 j ITA - I hA`,.lAL,A 1t"ORAIT01A . __ w-101MR-41 ,AND shArn IT If - - 11 I , .7a vr PANEL iOkCTH � - - (.) LININF-Iiii It-, -�Nt,, ;Uh4R1LS ,A1.I. I .1,311101:1wrn ' 311 OR LE5-. I '' C' j 5 1,14' --- --..- - �33 To 10D - - , - _ - 1. _4� - , --- -T _ . >10o To 10 I I - T /2, 1_2 1�1 � -.- - 111� 7ft1,__r _+-, - , - �, - -,. 1 - - - - MJN[idUM PANEL LENGTH MEN MOUNTING COMMON _ _. — ___ . ,.�,, , lk,d) I, � 11101"s-w F- -----, . - . � I . - , TOP ov, 0 , 5"'O - TiMiCit � � TOM 90 --- I -A -N I -4 ",L , TRACA ci.- I */m atosLARES - - I DIRECT ,,ow , ,� _12, 1-t 12 L-L .1. --T-,-. 5V I -�.:-_- __ - ' 511I 5' OW ANOIX 1 I , --- 1 -,_,, . 32 .1. ill. 38' " I is - - _ r- mACK I I"" ! I . __ , 32' .- I .. 1 - I_ - . ___t___ -3), ,-.-, 67' 1 to . - .."'. �� _. ____ �j-,D-_ --- w ,-,%m5ERi4U I - - , - I . �l - GOT , , .;6* 1 CTM5 "I �_ I - - - - I , - I 1 -�;7-- - I - J� �� I , , ". .: I �,� - --.--. , 56' . I .- __ - - I I ; . I I i � � i � , I 9 I I I I I I 1 , , I , , , I ! I L I �, .[ d � , . . '. -�,4�— I � i I I . I I , i i_M 1 'I . I ------11 I � i � . I I I i � � lq4r ,7,�- 1 I I i- 1 , � 1 - - - - , I I � I . � I i , - -2 � 00' ' � oNSOLTED PANELS 1 ; ! � . , WXrED POML'i -1 _,V40 , (5.tF SECTIONS AS : , I I t$ NIS DOLE hal U is EA. EAIrRLAp j I APPLICABLE) ! I � I (SEE SEETTONS AS APPLICABLE) ,- : I ! i I r I : . . I I , I , I . I . . I � � � I , - I I � . 1 i I � i . � I i D.m..(�). 0�, - � " I � - . - - _. I - LAW;*1, t -1 I i n-r'- -1- , . . MR 1, mi,q L* .'/4 4, 3/,I 4/5, 5/5 & 6/5 I � �*W//6, 2W/6. 3W/7 * 4W/7 � IJULS 004 silcm 0. 10 &I I � � REGULAR STQRM IL' ,/,. W. �" - _,_z"r,__ _. I. I - 1/4- ' N-T-/, - , I 1/ \/ \_/ 1� I , - MAX CAP (11 SECTION A=A I 1�� - — .- __ I Alotts 'j, I I I. ." , � .., A - " , MUM AULDMNL` "Oft LE"B'" "" A GY", ", "" , "(SL'. ". ALLQW*W PANEL. LVOBTIM FOR A GIVEN hNrW1Y$ IN O ;* "'A L1191 (a) FAR" t)._w TO 0090" mommum #*a UENGM GNON � P.ISTIA AS� DTSIQ4 LORD. BLIMP[ MAXIMUM PANEL LIMI)i -L-' f9rAi '00011f A TL-' rW � ILITX� r CNIEm NEGAIFYI, * k .1 T,z *.,C,W I.W_ DCXU%" MAXIMUM FVla UlAm ,M 01IMMIL AMIMAJV ALLOMINIT11 PANEL LENGTH M EQUINE TO lif IROM D"WIMD PAWL -1.90TH NETORIN 'L.' APO % " Ij) SEE 9rhicow BELOW " .0, 'Alift jl�.",Tl 'C,It PEAj1xjYY QiMAAF1G1TDN. I , '" - �-f'7,mATixvm; minc, imoccoun- h.Axmv_TO,os_"r .'I_1._0Tq%G.PehEW_.qIP.IiMr. _ - - ... .1.1 ..-..-...- _. --..- I � 1$ 10 IF 11 too mm ASO. Ziii k No ,mn x;Z, :: A '!� 00-64N ZD�" � � ,,� �, N .4111111��' I 1Y � SIAM 6 is USED .-- ..... ____ 'V7 . ZT .. . I- , .1 T .•4 FLORIDA BUILDING COOL (Non Will, V*I-cify H,k, i,,orhs Zone' z I I Y119 1411m .4 r I 0. 44167 *. �_- ,TEE. STORM PANEL �,,�.w % 2 4 "" LL"_"" . � 1* - Filmlim TE ,-- - I x - 1, - \ . -t - :�:.. ;TAT of .-,.,�T -k; , / L�DL 4ZTCCTION PRODUICTS, LLC. III, � , . � 11LIECO. h: \ — _ , 0 , — *I VMV ,I-, "e, 1'1,; - ., � 0 R I 0 IF , - - *.�� 'if- , _,q, , - , fm OMPANT, 20- 1 7 75 .. ,IN " . � __ _. - Re. __ ,I ..., - ,,_ us,. S"'. , Celli Z, ."�_. .• I (�)=-Vbw I'All, ")�n, ..,N I . .= - -, -11 ... `ii~ A6 -- CA-410016Y.1, t"I I 1FLIIIPt A RMTTR A TW I P E -� NIH"q01k��;L`K1` ,� , F-H iT - - 7 3 :6 i _��L Wo - - ------- INSTALLATION DETAILS FOR REWLAR-RANEL...-I INTO WOOD _$TFJCTURF,$. . -1 I ; ANCHORS I I 1 I . . 1poo ('SEE SCNEDUUE ON IT) I , � 41� Ill.. - 3 1-V-1 i " " I SHEET. "Erf I I RI I. -I Iwuw kr�A" , - T. I . 4) � WOOD ANCHORS , ] .I REOUIPf I I ,�4* . . (SEE SCW-MK I J, I 0 -1 . 12,*7-.! .IX�:��*:] _: "�`r _h , , , , "j�l LUX '"I 11/7- SWF7 1 1) � lfifrc AV., �� I --I F*,', - ,,;� � �1 z I � I a ! I � a, I I � I i . - " I � i F, , � L U 7 , I , I P"QUIRfo , .1. 1, 1� ; I I " I i , , L I , I I I . L Q , I I _.. - - . , i F '"" I 1r; � I � � I . I .j t - I SEPARATION I 4 I ' � - I ( I I �___ UL, ; .L. I" 1. It , I 'I' M" L. o TO cuss - I ,,,,. SIW.IYjtf I : I PANEL LENGTH a ,�Ir SCKDMI I I : �1 PANEL LENGT]i I -i" SC40LILF I, (", ,,.,,,I I 11 ,Jr 'ImE, �1) I � )A` 5"i(I � I I I I I , I I /:*_mmT, , A '..=29 ; � ! 1 : I ,,a I 11 .0halk Mo -o" 11 SLPAMIIO. TO GLASS I r 0,SING - -1 I I 2'.4' IMW j_A:S; .1 _: GLASS 1� 11 I 11 - I 'LA*. 11 _.fr SCHIEDAE ; I - I PLATE I" I It - ., -, %,fr 3) .1 ! I T ri I � I I -1 $ : : I J-cA, i : . m : 1 . _50% 1 � - - IT- ! 0 12 112- O.E. I I mv r-__., I I : S11=110.I- i � " m I I r^ �..:--,L" I ! I I .,,,.-.-;a>. ! I- I I, I I, I, W�mmizi - I � , : I Inc. 00 I -C. I I 0 , I PANEL tEW.1 I ,� I I (SEE SC-1--, I � I I I - - � ON SWEET I fl- , 5" SPACER ll� I - __ SPACER I ��, or *c - - L FT I [_ - .. - I - . *' d�_, i ! �L - :---::�: I I I i -L_-,i,,, tl_ I I 'l, Ill I I. I" M" LONG Atuwtivq !, 0 , I/p* I 0 0 C (SEE I SEE 'AM TABLE& C`NlI'�*11 F? 'I _ BE 014 rG , W-1 - , 7III 12. LOW , � I � SLrrvn ,�, .11; limmr 10 04 PRIME MAZE , : _"Er", -U 11 , , ! ON SHf Ill DIREC7 -MQV,N-T _.W.1 SPAUBA6 ALTERMILK-2V 'CA"•,/O" 'If f ;ABLE II ON SHEET I - FCR H., �,,.:. ! : ", I 11, Ill - A.S.0 DESIGN LOADS FCA T14!S lt,Vk 1, I � 'LI � I i i I I i IKJUID ANC1.1- ! * . I I I I ,�, , , , I . I SiTAS"IFIED W/ si,T SAACIP 1. WAY K I I,1r ONK, , 11 . . � _ _ _. 71t _ I (SEE SCHEDULE GN I -L-_ - __T __ - --I � i I, - ___ I S"Cr I 1) i�Iotsv"As" Is LMU 10 A 0`0 �1�m- L*AIANIA RRIN IT-0, : , , 4 *111:111L I INA MUM NOW maw ("TTV 11 A .%,..rzN I" ANT' � 1 4' ` . � . I --b ! . I : OAZM NEXHit DJRW�n, _1�0 - SHEET 11) PL.17 F 'IFFEU VIOGO AWITIOn I. - .1-I"CH :*.4' WOOL' �,, I � I STAGGERED ill/ S" --- ANCITIM � THIIII Cch�A,Chift " k0iNilth. WTV 0064Z ID OR ON an loar. 3 MR, at 1111-61cals 10 11 I All PLArr RIF(stiollu, ! i ;SCE SCH[MALI law AS INC Ivubl"ING CONDITION AIR I .1 INKin NATt PU,S) ,H,LF of SpAcr-) IAAA%AAK AT S Ile GO. "Itr "1 thawkes, varg ClIft IS'. AjFTfFlI.�iY - 17 1/7* FAG TPACFNG JIMORD IFIR I SHIM 6 : . (1) WATI,C A, - A" Oro" ,"Num I II6 -W,, -96 �.# I (,, Z. .w C." PANEL k1kc-1 3 'min 10 "* AlAt Y WD.% I I.: . riles 6 A TRISTRICTIaN ITIFIRA ,AIQIA PAIC 1170ACTiff ALLMOD ON Ey) IRFAAALAK 4.,rumI PAIRL LOA;,NF5 SCHILDIAL SNOIT "I n , I WALL- MQVW_1I!IrL_ / DIRECT MOUNT , ALTERMAILYL-29 III 1 1/2- TOAD SPAGOR COMPUNIFIC IPA - 0 W. IA TVI ON WALL-Mmm is) MURIA NMI "WALUFTON a ONLY S(ALE 5/6-l' Imm 21 INVALIA110. OF I 1/7, 10"ll, .0.1a. QW, Aff. - llznw WOOD FRAME WL .0 PaN Them ,- 1, 2 NATO s . "ft"= 9, 4"'A ALTERNATIVE IN � 1-1"4 SlAmishm, — mt Jm I- [mow) a' THE P.C." x-mr 3/8-1- ,.� W-11101I INFUD ONE, Fam _V GULDEN Gols, rtii" I I a !, MR Q1IT10 Ir I 1000-'m : 'A"WN'J"'. 1 : i ii�v A. rQ,,, I - I e , "; , 'r ............ ;i, _% I WTM �?, * . .•�\CEN Li.,.�� \ FLORIDA OIJILVIN�; CODE (N.- High Velocity Hurrkone Zaj . - - ,�TOP ',0Y0INA1[QN_ I 1 N�.:A! 1AVION ARE ON Y VAA.ql. nQ �AAA A " 0 i -' ho, 44167 11p S I 1111" 110TEII� "', 24 WA GAILVAili STEEL SIORM PANEL l`J` QLS41`,l P-Wi,5511RE RZING (p�%;) AND EW.,� EHG�HS i . � x � 91 WOLIN) •'.-,,', r�AN BE AS �PLR SCmEODLES - * . * � * '_ _ _ � .._�.__ _. ,It BOTTOM 0.*4 SHEET 3 (EXCEPT 7-,I� . - Wtirl/Thhow STAFF or, - ,,.. , _ .4 A * . I - ..."I'll 14fn 14 AW WAY TO $0, AN' A1rERN41E ItIt') . , J' , "' I I L I E C 01 IN C � " GLOBAL PROTECTION PRODUCTS, �C. _LAIIL,1N A10RIO), _.,&,-� � L'T —wima 0 ciiiiiii6iiii1iL clowiim;, Am S.. 51 SIMETV 2 FOR NEW �000 FRAW.L CIPNS�VUCIION: WOOO 1, " 9 , C,* .1", A. .. - R., MGM - "A'A'Aft . - M.L n. 301. r-`-TSL�-, V`111- - - � �' -, .= -1 ,!2��N44,-I!,lb, I'm ("-)N"71, 20-175 , I mLmbi',', I. 9F SOUTHERN PNF NU I'. W/ SPECIFIC ". , I � - I --- . ..... 2:..r "- — - t..... W. IL f1fNS!LOF 0.55 OR EOLLAI.� "1III,.Z:h,I;i�,;CNUWxAhAix .. �' mVU"ff1'_ Fix, - ...... - I _ I _f, . I , mn 6 FIT 14 . 1- - ____ . — - _ __... _ . . . - - _ -.- S;f.NfJ3&,_RQm 61, ppl(n FOR 11111111,ilL.-La Sl24g_IL_"_,: L)'tWY rAM)ai- "') ;0 '.VSTINS41&��_NUK ��#"t% "�W'!Ll- IF �_ _L - I ','.�.Fjj P414(L ILION. , ,,-,l 1RO(A.W7- CVAL"" I.,pl.'"'W" I i A-6 TAPCCIN ANCHORS, 4% '" WT I . 111-1 '. I; - "I" 1,'f Ap;iu (11 . H"'No 01 FW 11C.w1im 4�I1L I., �,ji �FACrOPFO - #A- T,l PANCLUATT FINAL! IL I I ;II.t LIAATl � l I ,,W,�-,. A� mk-U1AC-%VFp 0, [LCQ ^:Imm-�,,0,nl rl� L,,;r� 111_111 MIRAICAN 1: ': (M6W1-;1.DE / SAWMAH11 i6Q I. ,. � I 4 '11, LAC SC RE W., PER 4 11 " DI'S" *100 -_C4Le P.rk) .?: PER scct�ok I" or .-I. .a,^,,: I I .1 -1 . ve, wico eu$K#Ac.. -5 n--mg,tito s• % I SKLO At I411:0IIII14T. IIIINEh,'-'. INTItfit VORM "ANTI *C kli ,., .1 KD-0 03, I.&NO AT . ,.; .,I 'All CnLEEI t.t ,AA,"'Alim (. � I 1-W,it, TAIREADO -ENETRATION ;ITO WOOD Of -I 1- ."' rF,p E,(C pmr.kill.Alt PLIJ5 3. 9 TkIPU 12 6 I , , AI1tSFk'j FE%bla C IN ITIFIDER T•) I*-- . � I 11 ..., I hall IF DE.SIGN ATHID LL� �, . :' - PVXJCEV To A�.E, I 41 L-A WL 'ING 1`410 I" 'L I 1,L � I , 1. .� *,Af.`C"� "'N'1kA_'hU. ,X LAC SC" 'L DESICM PRICSSLat -IAILI, . +. 9 Iqp-, 12 & ,2. ;B .. I I I `1 ,,r(, �,cc. ,,,,A,.- BE ,'ONS,DEFIE;' , I _!� ft COVER 10 A.. I . I,* - I .-, AS IE!71ED ITENE WT OVER S`QISSCL1 - STKM r1oft "Am k, �. -t�', �1441-�-5. W,TENF-:& SP.C'N(. [I,' WW' - I I. . . .1 " �, � I -, .'� 1 III. _. 164TS INTO 01'XII ..t LC 1, . �L ACCORDANCE ROM STORM! PANE,*-S ALA,-, . ,� Irs'SIANCE T4AS SEE. ITEForIm At ,4-:'OPLI-co - THE A&M MIENTK1,f � I , LAO 0. 51WT. V10141(l. RIEF"I'Li lop" 0 . ... ... I tpr,�...O: ", C, .' Lil "IN 'AILS W) STk,aU PER SITIT, 12-1111 & IS` C I :,.0 -�IFINTAN Ti M,. ,A.4 i..OUT. CtERWA .fl'jq' I' ,3 1 - I � A'_, ➢P� F, 1AS-20, AND TAS-Z0.% P-I', ' I �1 •_ I P-�'I""'AtO " 0`I:`0WDAA`Lk '! �CCT'(I' 1654 Cl 'TIC .. �, ,I. , I T IT - ,L,,L,, "r'. or 10,010 ON 1.11f, CrI:1FNI:a _, 'A Kh,'OEI PIWD, :I. L � , - ' `I! ORFOA OLADING cI*r .A , , _' I � I , "'.., L ' " 11 - ; of IN 1 INC, 1. . FIAWLS I __ . I. " ' " " " 1) . , .,! ALIMANA340 01rF.1W,-' ' . 11 �- , t,, I)7.t"Sj 31T3) SEE: SUETY: ,: . A.": _11� I I �, ", 'L - '.11" I I., IN I. . I I.. N. -'r.",ii % ,LMJtAI7UFIR � Al. ALOPANLM Sklf� I Vk Al . I-L 1-1. IIU5 Fill lILLIJIT .L ,, L, % . ''Ll' ' ' I ., . . I .� `-Rl11I1 I ��",F!rl 4 f 1-It'. .., r I I", 11,! .,!�'%A-'_" ;�I~" 1 4 ALL STEEL SO4TV WTAA I-L. M 1,;A,Ljrr t-II'Ll. A41U A-053 C,Wf ,NC III--: 1r1, ,AT4A111,ME1. "a". '1. 1 1. "i A._1,h,3 St AL. INC, b, ! STEEL EFIS-GNIVIC04 „/11- - I 11 A � - �1411: 1! � I ,'It I I I INTUACIOR TO TT- - 1, , , ,.,o , I 111. , pi, I, li ,I. ,-'Ilk l, ,10 t1c .1 A(11! �� , . I ,�l�,.,"Cr. __,': ',I: 11 �,' , -, 'T 1, ?I N ,��, 1, W1.10 � 4AW All SCREWS to BE 'T"ILE$1. -ill, , � , ", . KIN W3STAHT CCOYLL CARBON STEEL ,ki PFO Elk BMILrooc"S NMI IT W/ so &.1 7;L� ,,TWN.�I'' vm )': - . - I . L- _:.111%, ./ I OHIO IIJKLIIFIG COOT 1V0tVh 2A 11 4TSA It, (ACT, RUA, I 11, . . .1 . IL _' .!"11111111"Pi .. !., & 4W ^)m , r. E A!" , o�, , 11 ,.:" I I "L., 11,10.11s, , SPE-1 ti 4. .�. � ., �7f , ,q 1. t"I To It 60LIS to ft ASIN , I I . ..�-Nlrr.[) I;Ekl,. ll� I - - - , ANU". I:Ct5, �TLi:'-.'�, � - - - - -, ..", SFOJITIF PANE I " .., ,", 1, - �� I A.CNOAN 10 'MALL I ZAI(`W: . THE INAISAFIA111,1 . I L ILI A 11" A, ,_ 047.1 -, Ill-' TILALETINIT, 11, I ,,: , . CA) TQ f_X:V1.K. Flo 1 1.7� - 1/1'0 TAFCr,, I � ,1 .A�-' A,. 1, IRI,El - I � � �, I , . z S;LAN I"ANEL INS'A,AIK� Nlkll -I. - AT- , . ,h� . ,, 'I,I, HLAIDINC AII4,) Z(IN .INE; 1 HtCvLA:,ON LIr- A0 V - I 4, 0 . 7/ '� ", l, M, 1-11 , , - ' - "O" 1, "il . , ff .0 OF IIIL - - -1 , " I' I , ' ` 1 - " ' ' I _`1," ' V,. I.' , W� L I; `11'� ITTROID.x, . , . . ,, L IF IENEW ANE. WE% TIC' WWII INFORMATION - . , :�-- S�c :,; �� ; ,,, ,, �. : '. � - ,,.� fr,(,m - - �� , j 014-In IF** � L �, Tc I-" All�111'.. '�' � . - ?/4*0 ?AI/AC ,W. ,, , -C '.11 . �EA-Ll IC � T% BE PIESPOW-ft 7 FOR THE StLEC7'0`. I I I WE-, :1 1,,IS PnODUCT . I . - 7. ,_11 1, � I � .. 1 Jrj NF,'SITt DC.fS HO, &V! - ,- - - 1) "Ah"NULI EUPEN.01, A . I I I I,,, Ij �, -,� L rtj ' " " " I �."' I''-' '�LL- 'IL . , , U". , , I I "i '04'WT0P*S "IES11"Ski'Ll" 1 1,14' FOP 1 N.1111 - I � I :': t,,,% T , , - ., I, . I OF 7?IT + OF PUTT ,RIFALC W MOO, I R I A,[ _A_T IN V , T AW.,h'Ir: 114' ,,r , . ^4 r 11, rlhli`!I!0�F., WIL, r"�I_I- T�I, ,,, . � � 1-11:1 Tr,4, 1,1 � ,"'.1 . '. 'ITT `,PEf.1FA. f-kLL,I ' � T. A.- ,� - ,,, I 11 � �Tplr .-N'WffF' OR ARLHI"�rl R"$LiTT VqjL !JFF�0'1 ,,, '. ANDI - ., ', , ,.;,I, I: "I W, 'AAI EF KALK,, .,;,O,. ,, I., I'liq � RECORD ft Q,f, ho", .I 1141:.A�T 1. ,,, L ,� ""IT � ,II ,.It - , , � BtIT IMITH W,11:, * I I "I (IF T-r I; E n t" ;i ..rjw,- Or hlrcopu. ,. �, .. I I , . I -1.1 �". I I 1f� ":, Z'pah', ', 'HIS ,A,fto JW �'JE , I I A 1) IN ME IN' 'Q� �&'.[ ,'010 � �, � 1, I ' ' L 1'0:_1 ,%%C�, *000 911WI'S HL 011"W"UN t,,F �: �om EXPSMANC W � IL111 I 11W, �,FFA!0,11i` %'_G SiJ1.1 -A)"Els let ��Is I I . I I .. I'll •. 11N lix� •AN,� , . I � ""U""'l. "i 1 , � � I � . I " 0.1 'If WiArF I ,, .',�Ir�i'4,Irfl� 11,4, , , N.1 I e %0AREILH ,.I - �, - " . (9) TO-LAST11ING S•Qtlf'Z:L 1.y39 -'i -jh`ACTl1KP'S LABEL SHALL BE LOCATE,' C4, , '17- ,7 1-11 , - tOCCAI -1, I , -Afp By 0 7 W KII. tr.x. W. I - � . . : -- E, All ACCOPOANCt "TH SECTION I i0q 9 ; : ; , - FOR MITY OPrMNC LABEU"r I,') -'CW,. e, :/,4: :► - 6' �N)J1ACrUahE" kfr "ALI INC . �' : _-� COCA - 1;4'0 IF 3/)4/' ,'�: .�; OIST-10h;Irf, Eili ALL PCIW SCITEIV. PC,' 4 -c I'- - 114- M PANE ..: I '"FIMA'T PLUS hN,C-CPS. AS iikk),A'L %,"E r .. . , . I . . I . I "WtI114111 ..... _ 1/6' 0 ZAMA III, . � ,L --VKC, 8� , , , . --VLAJ: DEWALI. TNC, ' ,,"A�1�9. 'L L " A '141 "N ,/I , _'. � _ . (I" rLCO VAHE - " A .m. .11 I .. Alt-d 4 L I I , A% 9 i) , ,limUm r.m �. . . Lus 4N Z MAC NA j . I .. . 1,,,, N"', � -P i� FLORIDA BUILDING CODE (14,hn Hi9t, V. - y H , .7 . BLOCK Will -.1111. �z I - - - - __ 021 CALK IN A, '.j��It'[, L t ., rujiti,I)FE, 219' INTO "III CONCRETE BIQC� -,N11 1��., - lifyi., 4 4 67 � `� ! `FrIiFV* N.,lLa, - 1 ! 24 GAGE GALVANIZED STEEL STORM PANEL I., I . STUCY-,J) 'J"U, 9L ,f,.,. r AM " MiNiVIIIA ICIL IA�. L Is! *_1 1i[D S-LiT ill- 1 1/2' Lo--4 ".41,11IN ...'I).- ' 11 I IN.-j"'.".., IT .* I ,liIT_,4— -, - - - I - - - - —.I— 0, . 71 I------ __ - ___ - -,-- - 3 GLOBAL PROTECTION PRODUCTS. LLC. "' x ' I I 1$`. STATE F "' * , " LIORl- I - � � W - ZILI L IE C 0 4 , .. ___...____ , "ll � , " pion 6_1) IN - A4 11 F11 I "IS"NE WILLI. ,11 ��,.�: W%r.PEYE PANELS. STILCCC, CIP IWE" WAKIS � 11�"INA?A,i ��;I, F1*Q,JG4 TO REACH �ql MAIN VFNILIUMI �01, IT L. - , - . I,. ., -,I, I � i. I - " �'I' " _11"WOTC-4 _,*="'��,_:��;.L� - -....- - - - ,..,L-,I, Ils", 10- 1715 ATIONC ��-'"L 1. (IMAW61I.-"I - I -1-:111AAllf � I . � 11 - Fi 1) -NO - 8 2) ,�,;, _ , 1- ,hi 10 , , ,,,, 0 pi ,X - __ �_ ____ - _ --,r----.:W � . I , I - _ " .......... ;�,, .,,I,," - �,WKAI$Aft/!IA� FA-1.1 .1 It. � I. - ,I, AT I-,.;-.:7' . , _ __� 1 I . 7 K" �. - . j � — - - ---- I—. — . ___ ___ JNjTA;AAj10N DETAILS FOR REGLI R PANEL J " , I INTO PO ) R�L_Q RETE OR CONCRETE .8,LQ-C.K ,-$TRUCTURES fAST"`G M. Lk' ' � , op ca4mrtt E' - I I'll REOVIALP ,,Q.CRm AF ,,._�,I, ' ' LINCMIAIE AHCHOTIRS � (SCSI, SCA" :1 I (%fl SO LOULE ON � . , ) I ' o , IX,rNC POE". SPIEVIS to TI I Ii,,.�11'11�1 �1 . 1, 2 SHEM 0 TIMUCII, 10 , , 2 COINCRE'l CIA , _11 . � � I "Ito , CONCRETE BLOCK ' I ',r,,1 j 1 I .... I qrov,KD .�) �F �j 1/1* , I .,VT" hl�.I I �: t I I -:1 I I ��_ �:._. , m Coh� F�CL . I _. il, ", . . � I I ;SEE S�� , I I � , I, I I I .� ED S�TEV$ 9 L': , i I . Ile . 4 -,- - � I . . I t I I W � � . _14____I� I I I I . I i I- �_ _ , li I � : t 11 " I I ! I I 11 - . I . . I � . - � . I . I fiD. I I I I 11 '1L"AFIA7-.1.IW L .I _M q SIFF"'PATION ; .. .... `� I ; I TO IGLA5,51. I ... I.- . r I I N, � 11 I - F �` ,,',`,'�, , - � . i (SET !hCm1DVL! I ._,. - . I . : I I pST._ 7 . �;1. I II, , I , ` 11- 1 04 "IF 11) I I CLASS : I I : ` . I I I I : ! 11 f I: I .. � j PANF t � 1, IP � i � -1 ". I _ r � , PANEL �E%T. �•NCRIE11 .Ncmm I ! (SEE '.k1IC:>JL'_ I " .. I 1. . ; SEE SCHICIDUti L SC"ILWLE ON 1. , � LON 9 FNJIOMH IOC : I ON %-I[T �) . I I ; 0A, SHEET 3) -[ I 1. I - I u � I . I : IIII. � � - q � I � I � . I t I I I I I E -I- D , � I 11 F.D. E� 't.. . )�, , I I. - . - ; I , !. " 44 ., I I:-1/4' 0 C 4�Z_- � 1 ICAS APPLICABLE) , . . I I . � I . I I I ".. ,: ' L I L I �. CONCIFIF"i - 1. - ') I I R, f �-, " , . , ! I . I .. ; (.. . I (SEE SC�- I,, - , �- 1_111� I , l . I � - SHEETS - , . - I,I . I , �!G � , .p 4, ". ILL". %; "LILWITT I.CRE1 L .. 10 I � t 4 ARE vsir.6 ,v, ", , , " ** PAk(Lw,.[ , ..: ", "'. 'TII " 11, Ali It A 01. ALTERNATE �;Mlhhrlf - ,11,;w KA'Fil'-, C,T,I .k� CONCRETE ANC"m API[ USED ,-I, ,11 ANC400S , ,-ITICALIT 910cli RIN), STACalititills W/ STUD (SEE SC-M,F ON (SEIL Sch,10itilif Of, SHEETS 9 1.wylsci. to) -,.frTS 9 I -xi so) I fM0 _:d), L _1hj J_Ufff.m '#_ALLAQV.9UK_J_ D AQW 5EU0L_j' IVIMI"9 $E.r.TjQh .ff IL I � ,,, AS 3,,11. 1, ,11,` 110. , I"I ... 'A r/ Z/,HIih,,, .1 � . I .,/"k . . ;p, . ,,, \C, E t4s, .. ' - . "" ' I . ' ' . r,ORIUA BUILDING E.ODE (Man H12h V*IocTiy Hurricane Zone I ____ - ; ".. "I, , L' - s I = . " 117 . � � 2- ME 0XIIANIZED STEEL STORM PANE. 0. . : - * , O_ _ _ � � . ,� F .. � .-.---.-- � : 0'"", � � * : - t �_ i 1 �, XG171 FQR_CC!42MT1l;N I.-T '�r',Tl�,'J., B '. * ., � I 1 -�,'-- STATE V IL�-`,:-- " . . " ILIECO, ' GLOBAL PROTECTION PRODUCTS, LIC., "";- I "J"ch", ._. . : )mc . � ---- — -_ ; TOP & BG•-�ONF VQUII;04(,� �:;-% - , _, � 1 -,--'-,&�,;.4-i-E.-G,-."� cpwmii� - , . '. - �, I COMBINED .N ANY WAY "O ',-I- '-T�' , ��,-� ,�oj:lw-, .. - I , ,'" .r . 211-175 7 1 , 1 - . - she -� " ... f % ,. LT II, . _ I -- - Iledl Rk, - n1j, A� (q,,,I_- I, ,,, INSTALLATION I � , .. __ . - - "y : L . lix`, Alk AT . �;�__ I;mW'L. ..-, .-" - "C' I. LIKE11- . .. 11. I 11 1"! :;;,-"v - I 1 1 : . ;_ - f"AF.I.'twgz�--, � '. PI, -.1 ---I _. - : - ; �� . 4hA Is - ---. - . - - :,_______!�_' I- , .- ,.I',. - ____1 __ _. _ - _ - - - .. - __ - - - -.- -.-..-----. I ..__._.._. I INSTALLATION .DETAILS F'OR REWL,AB_P_NjEL 1. NTO WOOD jo..... 'L \ vl� AIT-1114.lt I I . I . :C1C.1,fKkl I , . --- cc - 1 i ; I I . InL41 I ! ETC, _5,I[." -, I. : ' I ,I1' :' '�." fOr"I; 1'. II�L�II- � I * ,'I y_C V1 (SQ vl . I �4Amarl . I I" .�5 ,aKIT ,t FT,. "- i ._� I— K'JORtOKFro �!, / I ,, .I ,," iw/ Assi1st . 1.CI - 1� �I , 8 F7; I I . RTed and approved; 1fliF1tBIeve (Su 1-'IE F' lRaview Coom ,,,Edi ; SHEET i0 ,PAR'nO" I , y_ 4 ?tas I3nce with the2m GLss(St, I- of COMOhAnne M ahtPX2300 I 11,1, 1 I "-,- II�_ 1_:; : ybe14Fh�I0 I I;_b .. I-e, : IWAA I - I I PANEL LDAG*N . I . . . .� ; ; 10- FMIA ,W) it CSEE SC"fl)t,tf , " r I . L ON SHErr 3) . I ., - I -1 . I I r . I ; I i .1 ; .. : I : I ; I I . - I __ i I i I p : 1 q* ,,, - ____ - __ � u 0 : � 112' I, C 11 . ___ -1 .- : 4 � ! - � i , I A I S ! I .1. 11 I �_._f/,', , I Anr. I ! I I , 1. 4 A 11, � , , T. I - "., 0 I .1 . - - I .1-4 I,$ 9 , *011.1 .1.4. ..".1 PlArF. f � . �C� RE Ijk,,I-i ."-NIML, . -1-0 A'. � WGx, �Sri. . , "W: Y* ....... -I I I ! I I - �. I CLILING AND FLOOR MOUNTING BUILD -OUT MQUN JbiG ALTERNATIVE-M ALTERNATIYL-4-W 1ICALL, 5/8-1, ."'O"""I.I.N.", 5W�Atl :/8. /.\, tl_i!i:. Ti�_11;1%., - . , -, - ,\C E N * , - - -.��%, Z ..--- - I - Se % z . . .Y)IOL - � .. i WRA-Lo"0111JANA, I z . P4 4416i : = v 11 'IQN� z * � I LC)PI:)A 811ILPtNf, r(IDE (Non High Velocity HwhTicanto Zomv, I INSIALLAliGN A-1E ( '- , A , I -1 6'AA ASt a • - ._'rF_- - - - - - - ___ - . .. - .- - .... __ - TOP & BOTTOM mCoi,;.q1 I DESIGN PRESSURE RAI-N6 ,n , 1�� I ViFl. JN41-T-ts I L r I .Z0lINh "'T'. - ?4 .Ar.! �IkYVV�'((; �Tfn STORM PAMFt. ME AW WAY 10 ".. I , 1, �, I '�'-' .. �. ORO" MY -:qv(lp a IN AS Pr SCHEDULES ON SHEEI 3 - - STATE OF . I . I ----, � - I.P. I I P, .�� i ____ _ - ,.. - - . I ......... N%'tk� ATTDIN ; ,, N. ' WOOD FRAME CONSTRUClIFTIN * ', �� I.. '0, 1, � 4fT 'A'7 It o, , I !1� -,� - � : F 0 I Wt `\, GLOBAL PROTECTION PRODUCTS, LI.C.' " " 2�'its `�" "gir ,� � - C . �,".________.j � I I , � tC BE SOLM�;ERN PINE No 2, W/ Sr H� I., ,,,,,, " .1. ,1�!,? _ �110, I �, -I .. I I . � I" , ,,��, LT I� FIR FOUAL a "'IIIIIIIIIII""', Fi., "A 14zpAT-z'_, '"I'"th a ri,om�w4wii; 'I,1 I I LL, -4-. �_1.11 _11.!_ __ - ------ � __ _0*11:�= 1%_=_"." PkCkL (S51 - I .' ' .�C I 15 - - — - - - _. C..M:r.- , �, Ailit. . TILUT I I I - I , _ 0 1.-.j W a) Y) M a) -I-- -0 > C) c— m 0 I W L_ (3) CD- 0 (3) C)- 0 L_ C Cz -0 a- - '& A-TTA M (1) (n (a) C L) = CZ -C,u U) (1) -0 C) 0 = 0- 0 0- -0 LL_ — CZ (::) -4-T- C3 ,,- 0 Cz > U . ) SQ Q) k _4L" — 0_ . CALL U) Cz 0 - m (10 -4m- C) �- U) 0 L. (a) (a) :D m > 0 L__ C/) c- CL < (1) A 0 1 = -0 (1110 0 IL CIL V (1) L. U) Ca L. Go :3 LU " .5F < .z 2-1 < _j a_ SHEET NO. SH 1.3 A AT __ ND C 0 R S ST LL ION IN P UR C,ON RE E L SU_�•---.RET9.fLS_._E4.�.LN _- _QEG_ . _C_.__LL Wt&RETE 61QCK 10RR__WOAQ __5ZRUU. TURFS: VALID F,REGULAR LI SAFETY do E-Z HANG SI.SQ3M�9Nf1,_ �'!:�?.��TEMS ,, 1 '1. i- IL -"/"�, 4 OR P014tED cuLORE1E. 1.MLIaEs 1 , l� .O 61� r.a' RIX0 FRM[� 2' r . 903' 3105 N-f. OR S' tdh L+J 1!y ILFa.Rwo fops-ra +um corn AKIN ANGEf MIN 1/4'. , 1 3/4• ;C ] 1/2• '_. EAP'CON • IT* e.C. - 1 i ___ 11/1) •Rt POUT® coNO¢TL. \_ aou. ON 2..4. Roolo ooL*m cow"A C. I I ,/.•.. t 3/.• TMooN O t R•txNRn OaMCKTI tLOCA g7x •" 1 L_. tf.O,Or If OE ] I/, 1 .(. R MD, ti.t• Wow . O �/F�� I REO.10n) . ITN[. 1' 1 . I //I J/i rGrTAK[R. ANGOR IY . 7' , .Oaa' TO N/E,NNiC LLG AD•AtM1• o- 1 IY C"Vr,p1E5/ 5[1 4 AImL 'W< l e13] ]' 1 ALW. NIGIA dt I . W4IT e -M1Se 1 I._ . .Oda• 3,aa JKL Wn',AAIbLNN.Inr1':. IDl',uw:MiY!.. ._ _, - - �,1 "L1R7N NW leM. PlAIE 1r A ,- A Iza, i � -• � I. � !L(xx O+L J°..- 1iY'fl0 I,ba,E flos-HI. dl l/' I ' 1) / - I"O'L n p0a1-T. ALL(n I ! '//' t 7' - ; /':, 1 LDMT. ALW. AHCLJ My ,"I ,/ Ma.. I ,/1' r 100r .- . e . 07Y • 12. Oc ••05-N1. all eof3-le AMA I N✓A.C.NU, CYM AN,* ANRt P CASE LAN) C E 13 � LA CALSE 0 (LA ;CMX )/4"-I• stALE •/<-_'' SCALE 1/4•r I' ..A:( 1/4'. (. .DI/n(' CI%.CI,LT,, Om', r,r,Il c r-1 AIc ", , t.3x „D,ArEt :.cftt� i , O •-'' oR Y..' •000 slxs a urvrlN c,rrARl rl lv,r.:., (IWt. PANEL ONICRST[ RaS OR VARIES i 4 � rRAME WOUNED AS .PPILKIO F IC ♦ I) WERUP SEvow 2".4- R000 v"Ot . P11.1r,, NI'ITII'' . =*. II C'r%rJE'1C, Cptl'ETF MaW.) I, RrONgtl 3 .. I /'/I _._... _.____ I�/ 1. 4101E a' I 1 W9In uF v ^` M..( 1 •}1t�,I•� L, a DISTANCE-llt,7-1,r,...- _r I-.11*-) ,., - 'i• * / -�__ n"san N.PI/N,NNW.,yWN CASE. ,T!.,..(L_RR&W ^I ,* . A ores -r- III ''9 VAJD FOR DIREE MOJh' ..hi1•,,A ".', N CASE E (LAND SCARE / '4'- I • 2 \' SE CEIIT,FIED PANE: INSTALLATION AT WALLS W/ - tS10 44167 SURFACE LEVEL VARIATIONS WITHIN 3/4' 3 to • ? FLORIDA BUILDING CODE Mon N- h Velocity Hut III: 2c CASE_ F_ IP .- LAN ; _�, o.me RSC0. K 2a GAGE GALYANRED STEEL STORY PANEL f _� ft17R10► 4Y------- — �•FS'/, -SNP _.. -- on7/w10 �- 1 L E C O t N c ix DeAL PROTECTION PRODUCTS, LAC. oAs ,I.1H eH .. _ - .sDo Sfl f f11EEt I. L�,TN'o A•T.rq"iLEil.io LOMAIA Cyy�' //may/•L.i"w I , . w «.W TOIL,.. , I owls. n. ON 20_ )75 / .N.. TAM, v��WF ale) f1:- cv aw+11 Ir.•SM�s M.D, ON Ma)aM-p'N'7 r . ' w: - w wT- ...'. of 9De/lO•a1,i/ORtt 0A-Pffs,If .., -�T- _... 1 ,I.ile, A /LUT h_ P.L. r 4M •.-I•a ' -. L_ ,. . ... _ _, 1.ry + ', MAXIMUM A.S.D. DES GH PRESSURE RATING Ir,s.f.) AND CORRESPONDING MAXIMVM ANCHOR SPACING_ SCHEDULE FOR REGULAR STORM PANEL ijZ;' INSTALLATIONS INTO WOOD S.TRSlCTURES (VAL)D ONLY FOR PANEL �tNSTALt AT-IN4S AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 1) MAX A., D VAXIMUM ANCHORS SPACiNG FOR E.D. • AS SHOFAR( ON SHEETS 6 A 7 '4PPLTa'=� (A XWOJu DESIGN PANEL Unf. All.TEWIRTNL^.' M RA15 r TAPCU%.- y.Ar PORM ... PANnJAAE PANELMATE wow SUSHOW k ANY LE`L'I) (1.1 ,) FEMALE 0 1)rU5 OF THEM (N,) 13" '3• Ir IT Tr 9 DOM IS'-- ,3' -. __. 13 .. 1' -- - tl 10 (BORo1R a 1/Y a 1/2' 0 1/2'^ a /2• a 112. - ro►, . OR - _, ___ e' - _ B - Crary Lm A- N. - - -- a •• - 39 �(eDDa� 1 13• 13' 13 ,• I]` (1: �_45 --. 1] _ IS' IY it w LESS1. 13 Ir 13 It, a 1/7 ,e F1DP) J -- 1r _, -U=- - a' IP IE,I:nnan -- • 1/i• -- ! ;/?» - -^_.� 112: -- a 1/2• 6 1/2' � (TOG) _._ _ 6 1,.. r2 ,lY _ • ,/• (Dorl ) rS'-O, / - .. .. . - - _r_. _ __. .. ._ _ _.70 4 1 2- a^ a 1 N In* .. 14M) 14'-4' 4 IiW A 1/2 7 I JIR tw.n �) _ ... _.. _»._ ,n ,-/']' 9 1/2 _ T2 17' 4• 4a f7t1►) ._ ._. ..-..--- _ ._... ].' - 9•" 13• ,]' r t/2' .•(a0t10Y) M" A_S.D. MA WuM ANCHORS SPACING FCR E.D.. '• AS ..OWN CAN SNLC S 6 A ? APPLT E. ..AI41,dILIM DESIGN _. _.....-.. 4L'R�NA�TNE• *4I, PRESSURE 'DI TAPCON lN. SCREYf PANE[2MTE PANCI MATE 11DCX) BUSHING fEatIOI'LIU,IrTWTH (0.1.0 FOAALE t0 PLUS O. TIf"', (n,) Ir 13' 13' it +3• ,e ;RIM �.'j.._._ , ... . --;T- _.__ lr •• a (Ifa110M) e f/Y ! +!2' a i/Y 6 1/7• a 1/2' POP) - - 6 I/•• 12 ln' 0 1/4• ao7iy 6'�-0• _.—__ _ -- —. _ I- 7 1!2• ... a i - E1a►7 Line _ __� r e• 9' _ a 300 -no ]' IT. Ir - IS' Is- (Ton HT 4S Ir 73• IS` .t3' ,s' 4W (prA7Cw, . 7D. -.a --- ---- I 1,RM) L ' ,'. I r 1/Fa 1/? - 6 1n• 6 2, 1011I .. _.» 1. _. ._ 1/2' -._. .._..,. _.. y . -r,. 4 1/412 t/2 a r4' +A Drt7'; y N ,' P •' 3W Aar OM ,3- 1J' 13' t0' 41t (eamMJ • SEE TABLE �, FOR NIAx A.,0 DESIGN LOADS & WAX. PANEL L£NOM WEN SPACER R SEE TABLE /t FOR N(A)(. AS.D. DESIGN LOADS &. MAX PANEL I.ENGT1(S tlRi£N SPACER IS USED, CORRESPONDNG CftY TO ALTERNATE 211 ON SHEET S USED. CORRESPONDING ONLY TO ALTERNATE 7W`fIN 4tEE1 b .�_---_- r JAML_il e A.S.D. DESIGN LOAD }N#& LE)O40 PSF DR LESS 6'-8 > 40 PSF TO W PSF 6'-2` > 50 PSF TO W PSI 5*- to* A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSIALLATIONS W/ PANEL. MATE F MALE 10 OR PANEL MATE PLUS ANCHORS & W/ " SP4y(''Ep1WTIA2. O.C. �� . �AGENS ✓'I. Ni 43167 -±-- --: DRI r w_ c _. (.S. ATE OF �-=- .* sy FS, I..v....t, l _____N'I,Ir ,r,.I.1 /'XAMTOV"a"t fLONIDA BUILDING CODE Non Nigh Yeloc'i i urYfcone Zono saw to= er 24 GAO GALVANIZE(') sTTn STORM PANFI fP. 1,� R� -_�,-. ... . GLOBAL PROTECTION PRODUCTS, LLC ")I- I2F��i,s LNCx[IMNi 42a R.M S• L1RP •, r I. R. A yew .rw n o""P• n 'm 20 17S - , ) n, 1. 1'.N r,-.W _ ,RCM. (tl.)IM-1W ,M '01.,iPD-1'Yr i - -`.-_ row .+ •uRN� -- G-o0p47t} _ Y 1tw nik_ A ALA •L _ SL1At 1, a T. .tndo4 LIP. ! «iv _ _ _ _ INSTALLATION DET IA LS FQF__I,I.F�_ SAFETY PANED 1 lNTQ—PP L ED_ CONCRETE OR CONIC ET-F BLOCK STRUCTURES +/:. TWOM EXIST) POULrr.'. JUS11ING POURED .NC.OR A D• O.C. CONCRFTf, 00 A, .N t: , ,. CONCRETE OR 11. REODUPPED BLOCA Mtx71R[D CONCRETE Bl0!l, � 2, I (Z /2• , . .. L_" 114 , MAY I ' 1 ED- 1 u 1 I (D ; I I I E I' Woe I 1 .---SET•AI+ATION I I I I^ ,•. }a.,' P , ti.GS I f4'•'PN,• fFRR,tr µ 1 9 S' R„ry .:o, I. I 3s 6pTM +,N• I.m.. .:A 11 1 =. os rt, CLarIRc! I ( Ir d` I I QA55 q I .' WU a ■(L 1 I ,I.RI LENGTH . , a• ,•ANL. Lt,A,I,I Y _ _ _ i L {5(f fiiWTtDM x 1 (SEL ELEW-YH p )` lAti _ f - 1 ON "[I 12) 4 • ) I ON SHEET t1) e- SEPAMt7DO, r 1 I 10 G1ASS. E P - _- 1 e a 1 1 I I I T T ' l ti L/3 i i 1 y, I 1 a. fx"NG POURED it E'Oe " I E%;iRw C4 I - CONCRFtT ON I Iy' i 5' CONCRETE Ue i CONC r ( NEIN,M - I .v I oc RICIUMD Ot I ... ER+IO4) - CONCRETE R 1 , e 11 1t ''I I ;'4"Y PANELWOIC PENS •; 4 P ,, ^ ,N[>IDP 9 12 1/2• D.c. O RE UL_R..!'ANLLS "(„r.. .... O WE WALL MOUNTINGS SLIME 3/6-I' SEI 1KC1% Is a 16 fCP NIC-Oft "'.0 f 91'ACfKI rOf Ps"."LYrs I.rC „oDD nuME s,4n,.ca ,me AmCIOR SRACl 05 m4l) M'WN•N fODI D6TAICE AR MN'ATED ON IMS SC•4S,AL. •DR ' D LENS I-" 09KATED ON SCN(pI 1 RUPUCt AN6491 i•ACPAI W IAAIPLI„C SPNCMT SVR'1 ON SCMEI i ' e• 1A mot 0 FACTORS FUR INS OPERATION 10 K POSSW RD K't0 SPACING gtANED us" FAt:TDR SNAIL NOT M I CBI, THAN �SPer" WOAIM TOR MICH ANC. J. . ON THIS 10"U't ANCHOR fvK I ,/4-A ,,,}, _ ReI"x�-,,� MAA9W. fNom vAco i PAJ _ .. •.wAARL R tl l ' .. tew.NrM RPM t>Pww __.-__ _...._- .-31n ___ rAAOM dN14 3 _oN) AGR%L RITE own ON Ia0I111 ,/7' odl I • . - T --- " a St -FLORIDA BUILDING CODE Hon High Veiocily M.,ricana zone)I .- :m1, ,vow. PC ' , a VANI T 1 2 GAGE GAL ZED STEEL STORM PANEL DP- _ N, - - ___ T i C O EMI. y a/'," (3LLCBAL PROTECTION PRODUCTS, LLC, Ir hl rs *T{'•4V M"4 CW,PAkY HMI s. •I "^'cl I- "-•'^"-..__... R yY NR f.. P. Ib - AMNNi N IMM. DO W. AL =44 y 1W m•r.0 I.,.L,,, -Role,(&""-,315. IV!661WO.4 7 20-!IS `H..'r.` 1. �__. ,IrPi. w'T I.L�M. w,i w .M _- wiM A laLl N PL Y •r'•'I r .____ i1QI I. M M zA«ia i "-- - t_ I MAXI MUM_ A,S&__DESISR_PR.ESSl1ME L2. _ 9#40 11 .A. AND. QQRRESPONDINQ MAXIKVM ANQtQR3FAWNS7. SCHEDULE E9H_.$ES LAB_STS?FLM PANEL_..NSTALtAfISiL��_l�i1QS9slSf3EI.LAt_D�t±ERETE BLOCK WBMR1 $ (VALID ONLY FOR PANEL INSTALLATIONS AS PER SECIIONS I THRU 6. ON SHEETS 4 & 5) 11h W17M ANCHORS SPACING FOR MOO CO. PER SCHEDULE OUOW - 4��T ' 1,101M M ANCHORS SPICING FOR AM LD PEA SCHEDULE eQOW MAA ,15D. 1[I MAROON 141x AS.D. _.__. TJ�PI ,, NPJUNw 0 SIGN P 1[ PAW2A4.T( PAAtE1 DESIGN RWEIlNTE PANET.MAtE I'll P}r:SURE - TAPCON SOt10-SET FTNALE IO PLUS 2WNC-TWIN CALL( -IN A 0 LEN6-t4 PRESSDRE TAPCON SOLPD-50 FEMALE D REVS YMMC-WJl1N CXI(-R, a L1.5I ., .1) 10 .ciLCp, lSiart.Cl�'Qdo 'g, ,,.M n, 1D ro ;CpK TO C �T� (n.l (P wl.) ro i.OrrGR•C 90rr�[R R ro OaNO[1� -0 LPf"K1E M }p �TQN (n.) 1 1 I , •. , • I t O. , • t } 1 • } , , aP • 1 ,]' 'r J IS ] ,3' Ir ( ) 3 I ] :]' ,]• J ] ] 1]' Y u• 13' /2 + 0 ) 1Y 3 ,• 1 ll' 11• IS' ,r 1J• it ; (VOTTOM) ,r W 7J• 1S• 1r I]' 13• Tr ,3' lr Ir It-_i%r - Timm) -1'r : 1' ..'1:.. 13• ,r I IS•_ -L3• 13• 13* _ Ir 2 (Too) IJ• ,3• 13• I]• Ir ,]• ,3• IS• tr IS- tr 1, 1/T :(TOP) i - - ,•' 1 - U ] I - 1 • , ' t 1 • ? OM IS• 1 13• Ir 1 , t3• t 7 aORO J ,T 3 3 Y 13• tr ] (B'OR ) r J t3' r ] 3 _ _ - _ - ___..._ _ __ _ _ _ _.___ . -_. - �. _ _. )r 1I' I U J• 17 + 13' t]• /) lr -131_ ,J• tr 3 (TOR) S,-6• /3' /]' 1J• 1J' Ir 13- . IT U- IS• 13' Ir 11 1/f 3 (TOP) S,-d_ ___.- - - - _ - - - - '-_ — - _ 17 In'IY I/2 atl'�_.:___!,_.:_;_ "rH' t7 I/2 ,2 V2 - - e t/.' p 1/� 3 (•MHAAI OR - „ t/?•17 In f I/4'If 1/4" 17 ,%7�? - - f f/A` 4 1/•• 3 (IOTTOM) OR } L t f:•:, LESS a' e• • _ r 5, ? r p• p" ! , 1/T' a (TW) D' S +/i• p' A' p' 16 1/?b' T 1/:•p•Ib'a'S•4(TOR)A' M' 4Y e !' f'.. fR A' ! p' !' aOR- --- -- S IT - 11 r 1 11 O,' 1 ,,.L' )!- 1 IT ^3•,3'is' 13.1 1 I 7a RP13' 13' 13 ,3 `S• , It '3' ') fIJD J 3' ^ IS' ,1' { , ]'." 3' tr ,}•1 _......y[ _ .. IS' I]• 13• _!�' 1� i 1.1 'J• ,]' }' .J IJ" li 13" II' IJ' I.I ,r I 1,' 1 tJ' Ir i IS' �II ,,. a pop) • E 1/4" 6 1%4` 6 1/a' 8 1/1' ' tl )/4' a fi!.A 6 (GYU•1 ••', ,.._ . IS, D_43 ,. 6 1 4' 6 ;/: ! t!," ! If.' .. I - i A 1/•'Ia , ., ! (WT7-) ,! ) a fYu ' n.::ES 1] 3 1J Itl 1/2 13' T u' r 'I I;7 5 ,/. 'L' I. i!7 t QDR) ,a]. .e] 1L a IJ W W a t/a' 13' 6 '/2 • '/, 4 I`2• t3' D 1/7 1 (O►) _.- ___. -_ _- _--_ _..___- - - __..- .. _ •n + T r lr . 7 Y 1 1' 7r T' 13• IJ' ,3• D ,f? 11' 4 1/7 /2 /7 'J b' (lOi w; IS fr aJ` ).. 1 ' ,1' 10' ty' it- It' •' Ir !a /!' 1 (enI7OY) ____ ._ ... ... _ �.. .:. _ . -. 111 . ,' .. _ _ ,A, ,r• „ l r /2 •1• ] e n ez' 2 a 7 3�ra _ow I l ,' t r' a '.. 1' t 17 [ -' 1 I t - , V' , '• 1 R 1 ;t' I �1 9 1 0 7 �J' 6 7 e0 Ml J / 3 0 ! , t !' 7 7 (Gonow) I 3 , / ! I ) / l _ .� l I U_ - ,)' �,!'- 3 . 9 1/2 )r � I/2 10 112 ? /2. •3' a 1/1' 3 (TIP) - ,s j7 1/2' 13' I I IJ• 0- ,r W lT fl_I. U•- a 1/T J cw) _ - - - ,2 1/7 1f 1- a ,/.• 0 //•• 12 1/2 ! t/•' - - a 1/A- ,/i 3 (90ROY) ID _ ;, 1/2 12 ,/a• !1/i a �!.• 12 ,-i2•,}2 �f7 - - a 1%4• ! tf4- ] 1e67Tp1O A) T• 14'-4 - - - 9 -a• r !' I] /? T _ /. a' � /T ]' • ,/Y ]' (TOP} /? 3-� d' !' �-2' •' ! 4• 4 /Y 1 ,/T 6 /Y 3' (FOP) _ r _ / •� _ _ _ _ _ m.' I i -- + T - - N +• IJ' U- ,r ! H/? ,3 �9 y2• t0 I/. 7 •3 e t C ! E /: ,3 J 10' !] C " !' 1J' 8 t/7. 6 (IYf 7 1 R T / t f 5 ou O 2 1 1 n 6 1 2. 3 __ i ' a 1- t • _7 0 1 /+ , ! OO ] _ t] J 3 _ 11 1 _ / OOI'Ou - -- - - r 1 - I T • t } I Y$ , 4 b OP r t ' e l` 1 6 2• 9 1 f, ]' 1 r e— '- 1 6 Y ,3' P _. -Y 7 /7 r ( ) r e ] 1S 3 ] / / tr_ ! OP7 a l .• a l 4• a 1. 6 ! l a' e l +' ! BOT7 «/ b L a' ! 1 1' a 9/a a l .' 6 1 4' f t 4• 6 -- ! ! ! / - / / f ) / / / ! --.... _ .-------' - SLE T>41a I I'm ANI„%aS N`f A soAc4. 40 .%tKUAm" MIo am r3Rt e11RDP'Dd. . KINIH, M _GROIN SPMA.Cs Im MPAAM Cox DWANcE W WICAT I) 0,146 M>ED" APO Lb LL5! IW'N eloCKILD ON SLH(DUU REDUCE AND" S"CKA'. f, IA,Kflr.V4 %WIAG L,IOA4+ ON S[;WMIJ. W 14 rUAC .WRNa FTORS IOP 7415 OPCING" ,O If FO154AI PtoUcty s•A(•,� 00.44E I USHG /ACCDA $1 Hitt OF. LESS THAN WP1ANr S 11WD-'O 100 EM:I' NI') WI 1,4•! ON 11-6 SCHIEDULL u MICHOR TYPE ,/A' t/o. 1/,•. I/••. :/•'. I'•. LMSU, _10. M,, , IMII•Wft1 fNML-~ 4'f.-M 1 10'1„IL.•L AWl1CN SPK q.: IM j • s ) D 7 IT 1/7 N.WUMf06H r:A.VITL I-) ! ] I/Y i , ,�� I I.Y _. __ y_- >??-- Ate_ ACh0L MCIE LfllaelCE (E_ IFAC1oE I. ,/! aA; OSD - i � 0w }- - n.16 ' w .ls - SPAGGS NONLY VNA WHEN .SPACER {5"� it+'2 t$ D. VI 9,A}LE I FC,Ily .. DESIGN LOAM A MAX. PANEL LENG1Tt'� WHEN SPACER IS USED _._._ TABLE a I n + A.S.D. DESEON LOAD WAXLMUM PAku LIEN T)( 40 PSF OR LESS 6, .-EL* > 40 PSF TO .MS PSF C 2` > SO PSF TO 6O PSF 5'-,0- A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ "SPACER AT 12 1 /2- 0 C A`1EF AIIT�M/�i Q\ ........... ..'' \CEN `� s1 FLORIDA BUILDING CODE Non IN h VelocityHut ;cone Zone t; i �'A _z,� +NAf, .44167 = s /'��o�o M�_� 24 GAGE GALVANIZED STEEL STORY PANEL a,M' 0, * ' t e � _ / "'I"le -1c_ --- A PRO PRODUCTS, ', GLOB L PROTECTION TS LLC. PRIED"; .`} x > ____� I E�OErae. r aMT tREVwof re y NEE' 110-OOVN.'k .eQ` E 61 '. ORID} •' + /a o'!t7 • # r '.L AiWR. - awL, F J33 , '� �. .:... reel m.,a n. I#.l n,_,u. .IDNC foSINA-S3.s„ fM LLl II}S7 20 1 7:, _ .. P..�...r. t+ ) - t i,.�yyl� L �,�5 ...-U_r1006r,p .erz ,P. w "'." '_Ws :)em- - N Ell 14PtlOR3.,,%_,,,Kx,n+;r..,... ,-..- . PN1U! n RLr .Ir»' Pt it laii I _.•••-• 7M[T 4-W,Ie, 64CHRS !SET !ICI -,INS L A,.T,I•.AIyA', ON SHEET$ 11. 14. IS Ala) . 3 ,A" �R-to/13. R-2A/13, R-SA/14, 4-18/13, R-28/13, R-38/14, s` lout i,M.,O° -I' WN - !'R_TAW/13, R-2AW/1S. R-SAW/16. R-1BW,/15. R-2Bw/15. R-3Bw/15. -MN- �� -F- _ ..i. -_I c"IJ Dr O 0 0 0 0 1 0 O o -. - --- -- - , , i` I I__ I I �, I I I i , 11� __ _ __ . - � - __ __ - _ i) i 1 i I v 2 +/4-.-70.1• S.S tK1LI% W,L'/_ T.• (LSr ,'off PANEL L!'NGM lA.% Q� DVFSt ,'-B•) ,I\ PAHCL LENC-H r�GUTAR S7ONM PANEL 1 `\ REGULAR STORM PANEL e'-e• o .400. -400 pe.t. '', d,, ... . _ . _! 1 .. _ _ _ . �. _ _ .. _ _ _ _ I (e/ OMERIN Ho o' LENGTH ea 1; L Wit yyOORY PANE( .. .. _ _ T•_e' 6 .SOG. -54.0 p...I ('Pro P IRO O PARE). LENGTH BDLt) If .\ i 174 I I A : • 115E ?'-a• WN. PANEL LENGTH _ C., L/4,s-?O.I' '"'(7- A7 M, MOUNhNG3 I 5 s Bars- ' AF IA ()ME I i t I e- 1 0- iVj i � I � r 1.-t AT -'10 i - - WI o LIFT SAfFT" r C ' . ,An.. .,jr,_., ' 0 e , C'.M.. 3�, ---- _' --- - — -- .- -- -- -- -- ------ _..-O/ERIAP _ __ -'YOELAP- ____ O,Q InNG NO Al p� MNC NUT_A.`-'.._ ___ __._ _ 3' MAX if 1 PINE, 9F:V1T PMIFI }- MAi '{ ,N$IALUi1DN$ ONLY VALID FOR WIND 1• lam. N-,A/13, R-2A/13, R-SA/14, R-18/13. R-28/I3. R-38/L4, MIN SPfEC ,s TC t70 T. ,+n 111-1AW/IS. R-2AW/15. R-3AW/16, R-18W/15, R-20W/l5, R-38'W/'6. ANCHORi ISLE SECTIC'N•S . ALTERNAIIVES :A SrtE , 13 11 4,L1 iH1!.- G LFf_SAESTORM P._.fEA TAREGULAR .,",„w4,..,:�...�-�_,°., ...-TJISTDRM PANEL ..-pw7 La9:R4A+/e wer3F vN.I ry 'tJ•lr v-,-,.w. t>., +NN.No aa,, a �' gDRY PANEL y' A "°"�` ;,;�,- t Nino^ ,.___ - f' N , �: F " , aI IS 6 I'• I +Gy' , 1 R oA Ii A 11 _1LzmY•4 a j I\CF4 r / .IAa Cl,n,v ,..., „✓ 1:14' M, ,'S�` % '')G I ......Y .. . L__..._... _ _ m'6.+... _ _ 44f I _ °"- %3 * :TINS FLORIDA BUILDING CODE (Non Hpy,t, Vo1.city Nur Icon* zone) �• a10R' k�FJS,�Ofi10.... �4?}Tr v7p6n,tLL- I 24 GAGE GALVANIZED STEER STORY PANEL PIAHI•P_ r Ot .. LOW PROTECTION PRODUCTS. LLC. 0/l"T" ' -_: 71 L E—T C O , R� DM Hw s.W sl 5TRE, �ECTLON A —A - • tL�-.�� YNpN�,L/l,�ep/YPµV SCALE :/i _I- � (/'';�:p"•'� w,r m �I-- ,•I rc tw.,NtR-7a.a F4w tu.»e.-a7p7 20-175 Ri ILK/1A1M}1M/G1 G-000i1,p �I_�'•'6t2fNTp, A RMA AI, .1 w SO= ,1 v % I .,_...._....____._ ___. _ - ___ ._._-.,_-_-__»_-.- INSTALLATION QETAILS FOR__LIFE SAFETY_ PANEL _t INTO WOOD STRUCLURE I I I ) -- t-- — — -— - ._-- . I. WOOL) HEADER j A •�. � 1-1 . 11�1+r11DO ."Xp MpCp HEADER 1 REQUIRES � i RtGi'P:, %QVItFD y -- - I .,.,, --_ _.-'-7 _.. _ T I a 4 :APCQ. i- - T - --' , .'. TAPCOM ' . n,OR A I' OC i - •N 1 s' ... .•_ NOR O D' 0. �i� ANCHOR O Y O.C. I I , J i 12.', 1 .2 ' (2) T4l I A �.. ,2. 1 lun f ` /2-,L..._ .,`. 1 1...d...»... ttJ4' 'ff• '+f4` i r _ .. .,..... , v _ fi� YpT' N.+ Wn I A MI 1I 1 M✓Y j � ( -11 bi, r � l �IIT } I I u . , r.-7f.a•A� n �'I ^ I I I') L.. 1 . 1 j- ,I•I - I ! , Lk 51 It I ,/a••t0'1• 1 , r 431A�D„K, r I / s ,. i ( 1' Rol IS PJLr..11 I s t n 17 .,(P) i` t%15T"Hsil r I '"-�? , a u [A.,PM' C: n55 ^ N N P.,ar C%6S•M:-11 i ' CIA 5 /, -1 ( ,a nAn n , p 1 n T t1lo,. •• ,A a RR I ' ii U3.%N oMR r n f4 11 I E 0 `, 4 - 1MA . 1 11 [ I' %W I", 1 I �, l __..p r PANEL .ENG;•• N t H A I v Men ! I ! A- .tNrlH 1' ,,/1 ; I ' P.NCL LENCT., M I t9EE FLET[,1T10M 11 ) PANEL LENCTN d ; 1 S(( .tl .n l 0 I I OI SHEET 12) ., " , 1l ,E,.TK* p /' I ON ELEVATION 11 ,i 7 „" i I i P tl ( I ON STRAIT l2) lu L I. n 1' V. 1 r (r' •ytr E 1 - ' 1 11 I n 1. %- / F SEPAI,ARON I I ''-SEVApArg. -1 I 1 ;. O I' 10,. 4 1 R TO GLASS i31 II f ( 4 N i r •:1/ ' 11 -- C NG1A'SN a TO T r -, %-- SEPARATION---- , . R / L�� r ; Y I ? 7D ctAss , I Q t ,_1 ! � ''/a I 3 ,- e1rW I ED. - v ED EC. "' I •�,.. IW „ I Oa�!••':1.,';IE. '}x ' 1 .i3.'Ou.�; _ i -' I , TI E0. I, y IO i0. .... _. S 1 EIU V . ...... _.-E ..,_.._. , REUUIREOrtr j �, e'a. 'I A I'�. W.M x.�... ,1/2, kf~ilo,,fl M5 4.. 4 I ' I POLIS . °. 1 a11 . rAPCDN N i•r I .". TA'.4 (a • L2 /7 ac ANCHOR A D O.C. AMf„DR 0 D L + ANCHOR • 4 4, w I 47MFEI1[D W/ S7iW s•AGGERT fI ,• S _. + ,r r,.. r.r;� 1/4'0 TAPCON 2'..• 1C,)G 1 AN610R O D' OC .. 2L.••' Rr0uR1ED f PfouNED .' ( TE i I i Ai [ERi ArIY R-1 AW ALTEMMtYL R- i 9 RE4 TBtM� E_EEL AR DANF I G �SAFETY i SETY PANEL 4.1I�_.PAt" WALL MOUIiTIM MIN'M, WALL MOUNTIM.0, SCARE 3/9-1-A TIE N SC,4L 3/6-•• ' / "•' ..___ .....,& SCANS,''•... . t FLORIDA BUILDING CODE (Non HI h V•lo,.Ry NMrrcome Zon• a0. Nn W, ca 4 V T PA 2 GAGE GALVANIZED STEEL S OR4 NEl 4167 - 4 D CAA.. R. 4 Ir T ARE Y J f .. DESIGN _ _. _ _ _.._.. - I 'ISTALY.A iC)N C ONLY AL _ .. _. — P'PfSSURE RATIRGS (p.l.fp; AND PANE. LENC,IH� 4,; 's * ,, 111l' a _ W ."'"� 4 - -oT717/t.fn 1'(k ELEVATION ON SHEET EZ 5T+4TE C>�" w, 1� 1 L I E. C O 1 N C 1, GLOBAL PROTECTION PRODUCTSI LLC. p7( ..,r • .-..». j I n FOR NEW WOOD FRAME CONSTRUCTION WO00 , 57 F IF..._. a - - F[ �G L'! aHTlP«; Io wu; ° ,e%!W, sl 3/Rt1 _.__ ., r;/.. %!1 RM1I. • 'L.Y2.a'" .. #,. N. w 'N ,Pu+.. wu11r... u,.I DMR. Pt =,. - MEMBER'°: T�+ Rf SOVRIERM PoNE NO 2 W SFECR'IC .+-'�,!• 0-175 I / " 4,� W.. IN.1 r+"• .,.;;Y ;" F,, N P A .„.rM 545. iM Ffe+Wa-Tip 2 IXNyTv OF :)'�'• CAR' E041A9_ I` v, '�)I1kA:-`'''try Ww.,rll➢lDari G. 00011 - 'mr,i, ._�16. .IN YNMM re F i r rIN41iff" .EEL=' w4.TER A. 1N1F a. PE Hi '- 0"M,I 01 1. -_ _.. _._ - - _----- - -- -------- —.-] MIA„...IMUM.,,,AS,SAD• DESIGN PRL%UF.L.BATING (12j, Ah __kp Dkk1d_AhChQR SPACING IpP REGULAR STal;l PANEI. l sr�$TAILAT.iQ._1Q_ EStIREIE �s _�S?ll�$Ei �LDCK STRUCTt�RES i V [, I. ,. I •.H 4IW I ,, l ,re",T'A�-ATIONS AS PER SECTIONS I ThP:, ', ON CIIEr'r5 4 & 5) i ATM 4 5 0. .. ...-;-•�--.._ - _...._'_-`--- - --`__-` ---_-'.-, -_ 4 - __---- • N ANCIrOFS ' FACING trLR M.N E._ ,LIT I-e U,hl Hl(,n - ( AN! y.r+v M M MAJ',LN1M AN!,.IGRL •.,I•AZPti rDD M41 E 21 n'L'+ r:llljlllr UL.,;. Ai'1•'.1rAal1 WMNLw D[S.GN - I-. _ __.._.- - - PANELANFE PNV[IYAT- [ .-_.--..__ .-. t '1'my, .,.I. a,,, I _ __.--. _ ..- _-.-.( L`u6C �rMTE n4NU M, •v _ _ .___- R7 PMIQ MIESSUPLE T11/CO4 SOLID-ST, ]AMAC-HMAM I CALA-IN .!M"•I PRESSURE TAPCON SOLD -El -_ .rAYA;, ,A' a (At. I LLNN 1 _ FEMALE 10 PLUS t w, -1i ?C' [ I • a un 4T1NG A A to ro 0 A to COSONA7,(h 'L' RA11NG To W -' ;U F - �'- )F.' O - Tu^-To - COMMIM:,0.1 1• iP J./) n�N10[Te NCR,[ "'.'"'ONO ILIA LO'nfll IxwoER Or THEM (f.. I) t OKwn:1 •,tfKle�t•.•.b.-:i'. i Nt'+ } aa,lM'i'.inS'N,r ',,� OF ill. (" ) ktc,,]' 1P _ +Y ,>' V' „- u• Ir iJ' +]• u' I fa' _ tT0►) +Y 3', u o In' 1l ,; ) ,- N ,.4• rir• /? (too) ,.r „• ,] +S' I w 1 1y- IS- 1 •2' 3 W (BORON) _ 13_.le ,l7- .,]'_�,l'- ' S- I v ,0' '/r` - I (WTIC"T t— -- --- I1' •3• U' :1' F -I-1s__l. _)3' +J• ,)' ,]' -7 (TOP) ,]• 1'. _Ir -a ,/?' _ •s- 4 •, :.'!-'s + - Ir +!Y 2 (TGo) 1_ _ -T- 13* I + 1' � 7' .. J' , ' !' I I J- 1,-,S'- ,0' - ( _) T' s 1 0 , / v' a-l80T79u . ---!fl: .. ION rIOP) ., 7 LS I S• .. . , ' 1 , • . I - 3 VCR ( .' _ . + (e0 OM) OR I 1/aY /2 fi ,/ f , 1- i♦ II IC, v) nP p: I I I ,. •. I. ,'O^, - IE`5 ' .. !- •2- 7_.. - 5z -a- 1 .' . i/1'1 J.. , - 4 I,-, '.UtS „1 i .. ,' R• G 1. E a , , kHl i 0' i ' e- a" /2 P. t MS . , i ♦ � ,3' 4' 13" 9' 10� 7 1/7' 13' 6- ] (TCP) I_....... ,}• r X3' t4" { � j I ., IS I.'2 I � /? 0 '/1 +• n' 1J' i D' S (BORON) .. ' 9.7, •3„ � ,� .... „ ` I ]- , l I. ,A ",* 7 12 . t/2' 4 1 - a OP ,3. ,, I ^ i I / , l" n n ) DHao-5a _ ,�� , 'v. �., rti .„. I --.i 1. .. ry - ♦ .,� _ ;, r. 'a �!c' - e o/l•1E ;14' 6 lMGiTr-! t � 1,, .r3. -7] tl" - (u0P1 ,cu. -d< "u '/TI _ a I/?• - }'-6 I/$_' ] 1/2' S ,/?' IJ• '+ ,/]' , fT0P1 t3- t 7 I/7 L (BO'TQM) � 1J' 1r �•'- - 1_3' _p _ 9' t_ ) 1/2• _tr a• t fBOtTTIY) �s ' 7 i'2' _ . (TOP) 1J' n• 1]' 4 +/]" Ia' • /? I/2' /?• aJ' /2• (POP) ] / __ _. - - ' , 1. i 4 u y+Sp1 1 T- D 7' 1tl r:n-1 'v 3 7 1 � - � C ., 6' I.. 7 (eoTT J , J• 3 ., , J' /2 -- = - - - — {{ 4. ,Nn1tNj1 1G . . / .i,' A / ! (atr•ICW, ,y1Ogr I ,/2 3 1 '.' I P,- I L 7 s' J /2'' : _ ♦ (Tool I 9 -O >- 3. a 5 1/1 I . , !' 3' 6 rV 2 1/2- 4 (TOP) 7'-S' •' e- _ . ,.,. - I;. I... a. i - e. I (DC_ ", a- ) - a r' 6' ! - -_ ! 12 - r 4 feorvM) -. - ----}---- - - -' -- - --- - 7 1 ',' /2'. 7' D ', , t , 13• '3' 9' ,!• 9 0 /:• •S' = ( ) lr a e• 3 ,• ,- / .- ,:... - 1 _ _ - '--- - -- '- - j1 i .t. I 1 - 1 1' 7 ,a Y �li'.. i , 7' 7 %' ]' 1 I MI , .t -_ ;`I n i I i P• 3' . ___ 1-__ ' IL__ _'_ __--�_�___.�._ '` ."- ______.__ :- :_ �I W ., _. _ ._._ , .-._,_.. ____ ._ In Sall I I " ANiIIM -f a I, V W. Tr]IM 110IYI, NIV M000 FRwr OUIJLLWIM' . ,eOMlM ANOOR yoACIWA AND L.NN,A. EDGE 9WANCl AM, 110G,1YAi ON n,6 SPM.[Alld t,Pr T.D LESS TMA• IIOC,•LTI ON 3C1ILS7,AE ACW:t 14CN0r, SPA ft% 41 IALLOV HMG IAACM 51%*Mm C„, lC.9116 3 N TO, '.,'I.41G •AC'M I" TW4 OK.P-1 P, to eC -%6SM, 9rAxtD SPACWI artme" UMG MN.A u.euL Wn (W 3S TM $104" Pi3CAtre " f.k. "WIC. _r ON THIS - .. ,_ ' ACIIaII WK ONAPO,C -I' . , I ,/I• I I , A' : ,• 3 'n• •• -SPA DNIY VALtlD w4E n' - ! r' `P Af. - p,-: , ' - DESRGN LOAD.`: A MAX PANEL cn ti _A''.LN SPACER � la _SF E:. -__j A.S.O. D£'S)ON LOAD MWOMUM PANEL 4f� _. LE•..4.. . - --r- - --- n it H d ' -:1. P. "AVEL LENGTHS ARE OA Y VAUD FOR INSTALLATIONS A" `A;1, � SET ANCHORS & W/ SPACER AT 12 t/2- C.C. 4f P: : t\G "S. 9 - FLORIDA BUILDING COOS (Non NI h YeloeNy Nurckon• Zone) 0. 44167 c1o7o mi'M, KL 24 GAGE GALVANIZED STEEL STORY PANEL , Im )R : Ar k S7,ATE Ot ,-p - . i L E C O , Nc GLOBAL PROTECTION PRODUCTS, LLC. °t/1an01P '... I',- ' �L o r, 109' [,,-.j, _ rVLLft tlxTSH a I[Na,NLLMNf CRW AN, ,i Nor arRit . •. .w- (-II c,_,ueRefoe'S. _., �. fw dn.Aft p r .... . 20- t 75 ��...rr� __ .. y NY..Mr.. .. 1 _w .+ ..__ _ . . .. 'N..' ANTH i/iKAA, loLo'n� t..caoana isPl *,,. Q. ._ rl!m T1.P '!"'" 'nr�. .N, _ 0"" w .... P.1 „ 1q EFTA 4 ,T411' t 'Frl r. , b .3 _-�.�....»...,.,.,..r�........,».....»,_.....,...rSDAW LF:uT�.-'+T.�.I,:,.�..,..,,rw°, wr�.......,,...r...rt+.,...,.�w-...-.__._, �I� INSTALLATION DETAILS FO�� AF Y PANEL 1 INTO PQU_ EE_CQ CRATE Q$_�Q��ET� BLOCK STRUCTURES 1/4-6 tAPSON UIST'm POI, vET' 1/4'0 1APCON E.ISTM POURED 1/4'. IAPC„r, FIISTvr. POURED 1/4•0 TAPCON Ed(ISTING POURED WICHCM O 9. OG L'YDNCRETC OR ANCHOR • 9' DC, CONCRCTt O! ANCHOR a R' OC CDNCRF7E OR ANCHOR O D` DC C[1=111TE OR 'CDNCRE7E BLOC, :/I CONC4CIC W.00. CONCRETE BLOC, ,"l I CONCRETE SLOCK ,,Ig I RESRMRLD .i' . REONIRED ) RF:OUIFED. k RFOU'PF,0 1 I ;i - I t t1 fi I ,/.' q _ ,_11_ /7 ,,, ....•,p... •u, I y". -' 1... r+'. MI, rl , ,.. 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I . ),FE SAEET7 i'..& S.M 9_16S .i6� i�_LIE ..iAfETY__YAtiEL WALL—MOU'NLIIi6GS Y�ALL MOUNTINGS I SOU( 1/1-1• ..I., I."'O"' UA4t J/!-" �,01'-I,FF k rl(1 4, 1Et SHE.nS Is A )! raft ArcHOQS T WHOP TM »---T `'"� V� .. , ,EN' r : tYP1 b ]iKMG TOR wSTAL,I.40M N'^ I aN,M' tY'CV: 4 _100 I.'D. . %PXCI y NO. 44167 - FLORtOA BUILDING CODE (Non Nlph Velocity Hurrilone Zone) v A•,L• VA SFM:INfi AHU MI, .h,Y • ,:.,-" •' . • k fD01 DfSTArKt ARC AYCrAITD ON MIS �#-_ ee tT4L Gry .1. T+,f ) * £ 71 r , i. IP. SCM:aMt Pon ED. IESS T"` "O'CA"'O s ' - 74 GAGE GALVANIZFD Sim. STORM PANEL C'UAIc.P,... A ST • Db,W T w 9C.['RRE I. S AG S, * TJKY4C lN.A D,,y 41E OF c _ _ -_m MPLIIPVv 11 S/MCMc sw.v oN 3l SRC 1,9DWQ �6) IACAOR Ft ' �' J (. E C O `GLOBAL PROTECTION PRODUCTS, LLC. wro/Sex 6,•f bUll er O,l rO"'UNINC 'ACTORS D R Y}. -�' .. - b • De Al ow7A,aN ro a ross91t. , ,/,• ol. , `SSAff.. �- ,Ire REDUCED 3PAO1N6 06LAML0 !!3•IG 6.1 "f ,r L'I`t r�l -L/-;s W n n-iiN.2 `►'ErbrM�,RM.a �Srrul; rAC1pft l.Nll NOT K LESS THAN '/7. ' r,tN.14'111. ~'E' ,, _ w,.NUM eALLSPNCN IIICKAI[D FOR Cx•• L- coo .,.. ,a•�A .Yuen t5..., f« j.•. 73 14N)'AR r+4+ --- 20-175 -. __._-- -"-- ' "�,, Y r 14,e:. 4.: NOfI •Y.[ ON TNS SC,M Rif _ .[ IRNI•C,NIUR/pAR eA,•t, _ ,... -. - .- _._ - .. __ _ __ _ _ ►N57ALLATION . DgLAi.L,,. _VQ.R .LIF-f._ SAFETY PANEL_ 1, INTO WOOD STRU RES __ I I .. M1000 NLAOER RrOU'RED __ I----,. .. 1/.•f IAPCON ANCHOR • •• OC. i a 2 y I.1 �1 I 1a4A. I k EMI,:..__ �1 , " .,,a `AI Rig .. _ . a•, II !'I I M• { - - U PARA11ON -3 I ' D (•,ass I 11. 1 ,.l2 2 4' N'17;, ) PtAll u r,:u F/,-P PANELMATC P'LLIS ANCHOR 0 17 t/2• n[, I ALTERNATIVE R-AAW 0 _ R101IAR PANELS 6,LL MOUt4TING5 FIOTn I INSTAL L.AT:O"'e ARE 0%I VA.,D FOR MIN: A.; :. I)ESIGH PRESSg1RE RAT',NGS (D a,) AND -"A.F. LENGTHS AS PER ELEVATION ON SWEET 12. 7 FOR NEW WOOD FRAME COHSTRU JION WOOD ,, vPF,Tc •n 'Ir OtJTIIERN PINE' No 2, W/ SPECIFIC -.. - L--'-----._-.--.-... ._..---.____ . i v v r I IR ,,J Pl l 1 ssis . nc. pro Virtual Review A 1 e1 e1 O FBC 7 h t puns Review camp 2 for compliance with the 202 ! .J14,:1 4"-, by Debra Anne Klahr PX2300 . f r y, i _ -'-' AL_•II r � [�, -n-- r I I 1 GI " 7 I I .. ,,�'.."R "I'll""-.-il GI-1 It" } a 11 L `r W. i 1 p. PANEL LFWGIH II I (SAS EtLVAI*4 R4 , oN SHEET 12) I L � i 1- .L,,AM '. n 'c C¢ASS, I V , I I 1 p' —_ I I I 1 . T , . r1 1/F oG � I__._. r'..' M1VvO .l P ATE I f,,.:"I" A F.M `C1.. I i - o •Y ,C.. . . ,I ALTERNAT}YE R-38W 9 LIFE SAFETY PANE: I jar.• ,, CENT • 9 % W„ 44167 S FLORIDA B'UILDINO CODE Non N4 h Vvioc;ty Nut Icon* Zone)I ^`. •1, ;4- _----� --. D nTO`o. � 24 GAGE GALVANISED STEEL STORM PANEL 16,.. t I c' w .,,'. ,.», �__._,-..� .- _.._,........_.,.»._____.__._.._.....»..____..^.._.. I ��;,:, � A ' ' i i 1 L' E�µ CLOF6AL PROTECTION PRODUCTSf LLG, °"/0,7, '"•,,y st :, C:' rt".' .-"...._ ", 4" aW s1 imlly -_ ___ F/ u, ist,z A LWV M,LIMNo CCIXPTNIIt .,II Err /N Nn.,,+`' • . I. ✓m ,r Nee IK'nNH. A ..N PW.,T_ (.S,yp,1>F�o A. W1. 2O- 1 75 ,. (4s.1PM-6717 e _. Qi r- (f ) (z (3) ` U �O M 3 N 0- Q O M U 0 � (1) C = (10 M (1) _0 U _7 L_ O L (1) Q Q. = O O LL_ — M (D 0 l ram/•�-� - ` l./ .— •� Cn (1)L ^M O I— _C .— C) E z z W J I (1) M L (3.) W _� � M O U) 0_ 0 C- -0 CIO L__ ILL 0 'a^ M l� v i L. MM W W S Z Z Q J 11 SHEET NO, SH 1.4 LAN ; _�, o.me RSC0. K 2a GAGE GALYANRED STEEL STORY PANEL f _� ft17R10► 4Y------- — �•FS'/, -SNP _.. -- on7/w10 �- 1 L E C O t N c ix DeAL PROTECTION PRODUCTS, LAC. oAs ,I.1H eH .. _ - .sDo Sfl f f11EEt I. L�,TN'o A•T.rq"iLEil.io LOMAIA Cyy�' //may/•L.i"w I , . w «.W TOIL,.. , I owls. n. ON 20_ )75 / .N.. TAM, v��WF ale) f1:- cv aw+11 Ir.•SM�s M.D, ON Ma)aM-p'N'7 r . ' w: - w wT- ...'. of 9De/lO•a1,i/ORtt 0A-Pffs,If .., -�T- _... 1 ,I.ile, A /LUT h_ P.L. r 4M •.-I•a ' -. L_ ,. . ... _ _, 1.ry + ', MAXIMUM A.S.D. DES GH PRESSURE RATING Ir,s.f.) AND CORRESPONDING MAXIMVM ANCHOR SPACING_ SCHEDULE FOR REGULAR STORM PANEL ijZ;' INSTALLATIONS INTO WOOD S.TRSlCTURES (VAL)D ONLY FOR PANEL �tNSTALt AT-IN4S AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 1) MAX A., D VAXIMUM ANCHORS SPACiNG FOR E.D. • AS SHOFAR( ON SHEETS 6 A 7 '4PPLTa'=� (A XWOJu DESIGN PANEL Unf. All.TEWIRTNL^.' M RA15 r TAPCU%.- y.Ar PORM ... PANnJAAE PANELMATE wow SUSHOW k ANY LE`L'I) (1.1 ,) FEMALE 0 1)rU5 OF THEM (N,) 13" '3• Ir IT Tr 9 DOM IS'-- ,3' -. __. 13 .. 1' -- - tl 10 (BORo1R a 1/Y a 1/2' 0 1/2'^ a /2• a 112. - ro►, . OR - _, ___ e' - _ B - Crary Lm A- N. - - -- a •• - 39 �(eDDa� 1 13• 13' 13 ,• I]` (1: �_45 --. 1] _ IS' IY it w LESS1. 13 Ir 13 It, a 1/7 ,e F1DP) J -- 1r _, -U=- - a' IP IE,I:nnan -- • 1/i• -- ! ;/?» - -^_.� 112: -- a 1/2• 6 1/2' � (TOG) _._ _ 6 1,.. r2 ,lY _ • ,/• (Dorl ) rS'-O, / - .. .. . - - _r_. _ __. .. ._ _ _.70 4 1 2- a^ a 1 N In* .. 14M) 14'-4' 4 IiW A 1/2 7 I JIR tw.n �) _ ... _.. _»._ ,n ,-/']' 9 1/2 _ T2 17' 4• 4a f7t1►) ._ ._. ..-..--- _ ._... ].' - 9•" 13• ,]' r t/2' .•(a0t10Y) M" A_S.D. MA WuM ANCHORS SPACING FCR E.D.. '• AS ..OWN CAN SNLC S 6 A ? APPLT E. ..AI41,dILIM DESIGN _. _.....-.. 4L'R�NA�TNE• *4I, PRESSURE 'DI TAPCON lN. SCREYf PANE[2MTE PANCI MATE 11DCX) BUSHING fEatIOI'LIU,IrTWTH (0.1.0 FOAALE t0 PLUS O. TIf"', (n,) Ir 13' 13' it +3• ,e ;RIM �.'j.._._ , ... . --;T- _.__ lr •• a (Ifa110M) e f/Y ! +!2' a i/Y 6 1/7• a 1/2' POP) - - 6 I/•• 12 ln' 0 1/4• ao7iy 6'�-0• _.—__ _ -- —. _ I- 7 1!2• ... a i - E1a►7 Line _ __� r e• 9' _ a 300 -no ]' IT. Ir - IS' Is- (Ton HT 4S Ir 73• IS` .t3' ,s' 4W (prA7Cw, . 7D. -.a --- ---- I 1,RM) L ' ,'. I r 1/Fa 1/? - 6 1n• 6 2, 1011I .. _.» 1. _. ._ 1/2' -._. .._..,. _.. y . -r,. 4 1/412 t/2 a r4' +A Drt7'; y N ,' P •' 3W Aar OM ,3- 1J' 13' t0' 41t (eamMJ • SEE TABLE �, FOR NIAx A.,0 DESIGN LOADS & WAX. PANEL L£NOM WEN SPACER R SEE TABLE /t FOR N(A)(. AS.D. DESIGN LOADS &. MAX PANEL I.ENGT1(S tlRi£N SPACER IS USED, CORRESPONDNG CftY TO ALTERNATE 211 ON SHEET S USED. CORRESPONDING ONLY TO ALTERNATE 7W`fIN 4tEE1 b .�_---_- r JAML_il e A.S.D. DESIGN LOAD }N#& LE)O40 PSF DR LESS 6'-8 > 40 PSF TO W PSF 6'-2` > 50 PSF TO W PSI 5*- to* A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSIALLATIONS W/ PANEL. MATE F MALE 10 OR PANEL MATE PLUS ANCHORS & W/ " SP4y(''Ep1WTIA2. O.C. �� . �AGENS ✓'I. Ni 43167 -±-- --: DRI r w_ c _. (.S. ATE OF �-=- .* sy FS, I..v....t, l _____N'I,Ir ,r,.I.1 /'XAMTOV"a"t fLONIDA BUILDING CODE Non Nigh Yeloc'i i urYfcone Zono saw to= er 24 GAO GALVANIZE(') sTTn STORM PANFI fP. 1,� R� -_�,-. ... . GLOBAL PROTECTION PRODUCTS, LLC ")I- I2F��i,s LNCx[IMNi 42a R.M S• L1RP •, r I. R. A yew .rw n o""P• n 'm 20 17S - , ) n, 1. 1'.N r,-.W _ ,RCM. (tl.)IM-1W ,M '01.,iPD-1'Yr i - -`.-_ row .+ •uRN� -- G-o0p47t} _ Y 1tw nik_ A ALA •L _ SL1At 1, a T. .tndo4 LIP. ! «iv _ _ _ _ INSTALLATION DET IA LS FQF__I,I.F�_ SAFETY PANED 1 lNTQ—PP L ED_ CONCRETE OR CONIC ET-F BLOCK STRUCTURES +/:. TWOM EXIST) POULrr.'. JUS11ING POURED .NC.OR A D• O.C. CONCRFTf, 00 A, .N t: , ,. CONCRETE OR 11. REODUPPED BLOCA Mtx71R[D CONCRETE Bl0!l, � 2, I (Z /2• , . .. L_" 114 , MAY I ' 1 ED- 1 u 1 I (D ; I I I E I' Woe I 1 .---SET•AI+ATION I I I I^ ,•. }a.,' P , ti.GS I f4'•'PN,• fFRR,tr µ 1 9 S' R„ry .:o, I. I 3s 6pTM +,N• I.m.. .:A 11 1 =. os rt, CLarIRc! 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ON THIS 10"U't ANCHOR fvK I ,/4-A ,,,}, _ ReI"x�-,,� MAA9W. fNom vAco i PAJ _ .. •.wAARL R tl l ' .. tew.NrM RPM t>Pww __.-__ _...._- .-31n ___ rAAOM dN14 3 _oN) AGR%L RITE own ON Ia0I111 ,/7' odl I • . - T --- " a St -FLORIDA BUILDING CODE Hon High Veiocily M.,ricana zone)I .- :m1, ,vow. PC ' , a VANI T 1 2 GAGE GAL ZED STEEL STORM PANEL DP- _ N, - - ___ T i C O EMI. y a/'," (3LLCBAL PROTECTION PRODUCTS, LLC, Ir hl rs *T{'•4V M"4 CW,PAkY HMI s. •I "^'cl I- "-•'^"-..__... R yY NR f.. P. Ib - AMNNi N IMM. DO W. AL =44 y 1W m•r.0 I.,.L,,, -Role,(&""-,315. IV!661WO.4 7 20-!IS `H..'r.` 1. �__. ,IrPi. w'T I.L�M. w,i w .M _- wiM A laLl N PL Y •r'•'I r .____ i1QI I. M M zA«ia i "-- - t_ I MAXI MUM_ A,S&__DESISR_PR.ESSl1ME L2. _ 9#40 11 .A. AND. QQRRESPONDINQ MAXIKVM ANQtQR3FAWNS7. SCHEDULE E9H_.$ES LAB_STS?FLM PANEL_..NSTALtAfISiL��_l�i1QS9slSf3EI.LAt_D�t±ERETE BLOCK WBMR1 $ (VALID ONLY FOR PANEL INSTALLATIONS AS PER SECIIONS I THRU 6. ON SHEETS 4 & 5) 11h W17M ANCHORS SPACING FOR MOO CO. 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(WT7-) ,! ) a fYu ' n.::ES 1] 3 1J Itl 1/2 13' T u' r 'I I;7 5 ,/. 'L' I. i!7 t QDR) ,a]. .e] 1L a IJ W W a t/a' 13' 6 '/2 • '/, 4 I`2• t3' D 1/7 1 (O►) _.- ___. -_ _- _--_ _..___- - - __..- .. _ •n + T r lr . 7 Y 1 1' 7r T' 13• IJ' ,3• D ,f? 11' 4 1/7 /2 /7 'J b' (lOi w; IS fr aJ` ).. 1 ' ,1' 10' ty' it- It' •' Ir !a /!' 1 (enI7OY) ____ ._ ... ... _ �.. .:. _ . -. 111 . ,' .. _ _ ,A, ,r• „ l r /2 •1• ] e n ez' 2 a 7 3�ra _ow I l ,' t r' a '.. 1' t 17 [ -' 1 I t - , V' , '• 1 R 1 ;t' I �1 9 1 0 7 �J' 6 7 e0 Ml J / 3 0 ! , t !' 7 7 (Gonow) I 3 , / ! I ) / l _ .� l I U_ - ,)' �,!'- 3 . 9 1/2 )r � I/2 10 112 ? /2. •3' a 1/1' 3 (TIP) - ,s j7 1/2' 13' I I IJ• 0- ,r W lT fl_I. U•- a 1/T J cw) _ - - - ,2 1/7 1f 1- a ,/.• 0 //•• 12 1/2 ! t/•' - - a 1/A- ,/i 3 (90ROY) ID _ ;, 1/2 12 ,/a• !1/i a �!.• 12 ,-i2•,}2 �f7 - - a 1%4• ! tf4- ] 1e67Tp1O A) T• 14'-4 - - - 9 -a• r !' I] /? T _ /. a' � /T ]' • ,/Y ]' (TOP} /? 3-� d' !' �-2' •' ! 4• 4 /Y 1 ,/T 6 /Y 3' (FOP) _ r _ / •� _ _ _ _ _ m.' 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M,, , IMII•Wft1 fNML-~ 4'f.-M 1 10'1„IL.•L AWl1CN SPK q.: IM j • s ) D 7 IT 1/7 N.WUMf06H r:A.VITL I-) ! ] I/Y i , ,�� I I.Y _. __ y_- >??-- Ate_ ACh0L MCIE LfllaelCE (E_ IFAC1oE I. ,/! aA; OSD - i � 0w }- - n.16 ' w .ls - SPAGGS NONLY VNA WHEN .SPACER {5"� it+'2 t$ D. VI 9,A}LE I FC,Ily .. DESIGN LOAM A MAX. PANEL LENG1Tt'� WHEN SPACER IS USED _._._ TABLE a I n + A.S.D. DESEON LOAD WAXLMUM PAku LIEN T)( 40 PSF OR LESS 6, .-EL* > 40 PSF TO .MS PSF C 2` > SO PSF TO 6O PSF 5'-,0- A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ "SPACER AT 12 1 /2- 0 C A`1EF AIIT�M/�i Q\ ........... ..'' \CEN `� s1 FLORIDA BUILDING CODE Non IN h VelocityHut ;cone Zone t; i �'A _z,� +NAf, .44167 = s /'��o�o M�_� 24 GAGE GALVANIZED STEEL STORY PANEL a,M' 0, * ' t e � _ / "'I"le -1c_ --- A PRO PRODUCTS, ', GLOB L PROTECTION TS LLC. PRIED"; .`} x > ____� I E�OErae. r aMT tREVwof re y NEE' 110-OOVN.'k .eQ` E 61 '. ORID} •' + /a o'!t7 • # r '.L AiWR. - awL, F J33 , '� �. .:... reel m.,a n. I#.l n,_,u. .IDNC foSINA-S3.s„ fM LLl II}S7 20 1 7:, _ .. P..�...r. t+ ) - t i,.�yyl� L �,�5 ...-U_r1006r,p .erz ,P. w "'." '_Ws :)em- - N Ell 14PtlOR3.,,%_,,,Kx,n+;r..,... ,-..- . PN1U! n RLr .Ir»' Pt it laii I _.•••-• 7M[T 4-W,Ie, 64CHRS !SET !ICI -,INS L A,.T,I•.AIyA', ON SHEET$ 11. 14. IS Ala) . 3 ,A" �R-to/13. R-2A/13, R-SA/14, 4-18/13, R-28/13, R-38/14, s` lout i,M.,O° -I' WN - !'R_TAW/13, R-2AW/1S. R-SAW/16. R-1BW,/15. R-2Bw/15. R-3Bw/15. -MN- �� -F- _ ..i. -_I c"IJ Dr O 0 0 0 0 1 0 O o -. - --- -- - , , i` I I__ I I �, I I I i , 11� __ _ __ . - � - __ __ - _ i) i 1 i I v 2 +/4-.-70.1• S.S tK1LI% W,L'/_ T.• (LSr ,'off PANEL L!'NGM lA.% Q� DVFSt ,'-B•) ,I\ PAHCL LENC-H r�GUTAR S7ONM PANEL 1 `\ REGULAR STORM PANEL e'-e• o .400. -400 pe.t. '', d,, ... . _ . _! 1 .. _ _ _ . �. _ _ .. _ _ _ _ I (e/ OMERIN Ho o' LENGTH ea 1; L Wit yyOORY PANE( .. .. _ _ T•_e' 6 .SOG. -54.0 p...I ('Pro P IRO O PARE). LENGTH BDLt) If .\ i 174 I I A : • 115E ?'-a• WN. PANEL LENGTH _ C., L/4,s-?O.I' '"'(7- A7 M, MOUNhNG3 I 5 s Bars- ' AF IA ()ME I i t I e- 1 0- iVj i � I � r 1.-t AT -'10 i - - WI o LIFT SAfFT" r C ' . ,An.. .,jr,_., ' 0 e , C'.M.. 3�, ---- _' --- - — -- .- -- -- -- -- ------ _..-O/ERIAP _ __ -'YOELAP- ____ O,Q InNG NO Al p� MNC NUT_A.`-'.._ ___ __._ _ 3' MAX if 1 PINE, 9F:V1T PMIFI }- MAi '{ ,N$IALUi1DN$ ONLY VALID FOR WIND 1• lam. N-,A/13, R-2A/13, R-SA/14, R-18/13. R-28/I3. R-38/L4, MIN SPfEC ,s TC t70 T. ,+n 111-1AW/IS. R-2AW/15. R-3AW/16, R-18W/15, R-20W/l5, R-38'W/'6. ANCHORi ISLE SECTIC'N•S . ALTERNAIIVES :A SrtE , 13 11 4,L1 iH1!.- G LFf_SAESTORM P._.fEA TAREGULAR .,",„w4,..,:�...�-�_,°., ...-TJISTDRM PANEL ..-pw7 La9:R4A+/e wer3F vN.I ry 'tJ•lr v-,-,.w. t>., +NN.No aa,, a �' gDRY PANEL y' A "°"�` ;,;�,- t Nino^ ,.___ - f' N , �: F " , aI IS 6 I'• I +Gy' , 1 R oA Ii A 11 _1LzmY•4 a j I\CF4 r / .IAa Cl,n,v ,..., „✓ 1:14' M, ,'S�` % '')G I ......Y .. . L__..._... _ _ m'6.+... _ _ 44f I _ °"- %3 * :TINS FLORIDA BUILDING CODE (Non Hpy,t, Vo1.city Nur Icon* zone) �• a10R' k�FJS,�Ofi10.... �4?}Tr v7p6n,tLL- I 24 GAGE GALVANIZED STEER STORY PANEL PIAHI•P_ r Ot .. LOW PROTECTION PRODUCTS. LLC. 0/l"T" ' -_: 71 L E—T C O , R� DM Hw s.W sl 5TRE, �ECTLON A —A - • tL�-.�� YNpN�,L/l,�ep/YPµV SCALE :/i _I- � (/'';�:p"•'� w,r m �I-- ,•I rc tw.,NtR-7a.a F4w tu.»e.-a7p7 20-175 Ri ILK/1A1M}1M/G1 G-000i1,p �I_�'•'6t2fNTp, A RMA AI, .1 w SO= ,1 v % I .,_...._....____._ ___. _ - ___ ._._-.,_-_-__»_-.- INSTALLATION QETAILS FOR__LIFE SAFETY_ PANEL _t INTO WOOD STRUCLURE I I I ) -- t-- — — -— - ._-- . I. WOOL) HEADER j A •�. � 1-1 . 11�1+r11DO ."Xp MpCp HEADER 1 REQUIRES � i RtGi'P:, %QVItFD y -- - I .,.,, --_ _.-'-7 _.. _ T I a 4 :APCQ. i- - T - --' , .'. TAPCOM ' . n,OR A I' OC i - •N 1 s' ... .•_ NOR O D' 0. �i� ANCHOR O Y O.C. I I , J i 12.', 1 .2 ' (2) T4l I A �.. ,2. 1 lun f ` /2-,L..._ .,`. 1 1...d...»... ttJ4' 'ff• '+f4` i r _ .. .,..... , v _ fi� YpT' N.+ Wn I A MI 1I 1 M✓Y j � ( -11 bi, r � l �IIT } I I u . , r.-7f.a•A� n �'I ^ I I I') L.. 1 . 1 j- ,I•I - I ! , Lk 51 It I ,/a••t0'1• 1 , r 431A�D„K, r I / s ,. i ( 1' Rol IS PJLr..11 I s t n 17 .,(P) i` t%15T"Hsil r I '"-�? , a u [A.,PM' C: n55 ^ N N P.,ar C%6S•M:-11 i ' CIA 5 /, -1 ( ,a nAn n , p 1 n T t1lo,. •• ,A a RR I ' ii U3.%N oMR r n f4 11 I E 0 `, 4 - 1MA . 1 11 [ I' %W I", 1 I �, l __..p r PANEL .ENG;•• N t H A I v Men ! I ! A- .tNrlH 1' ,,/1 ; I ' P.NCL LENCT., M I t9EE FLET[,1T10M 11 ) PANEL LENCTN d ; 1 S(( .tl .n l 0 I I OI SHEET 12) ., " , 1l ,E,.TK* p /' I ON ELEVATION 11 ,i 7 „" i I i P tl ( I ON STRAIT l2) lu L I. n 1' V. 1 r (r' •ytr E 1 - ' 1 11 I n 1. %- / F SEPAI,ARON I I ''-SEVApArg. -1 I 1 ;. O I' 10,. 4 1 R TO GLASS i31 II f ( 4 N i r •:1/ ' 11 -- C NG1A'SN a TO T r -, %-- SEPARATION---- , . R / L�� r ; Y I ? 7D ctAss , I Q t ,_1 ! � ''/a I 3 ,- e1rW I ED. - v ED EC. "' I •�,.. IW „ I Oa�!••':1.,';IE. '}x ' 1 .i3.'Ou.�; _ i -' I , TI E0. I, y IO i0. .... _. S 1 EIU V . ...... _.-E ..,_.._. , REUUIREOrtr j �, e'a. 'I A I'�. W.M x.�... ,1/2, kf~ilo,,fl M5 4.. 4 I ' I POLIS . °. 1 a11 . rAPCDN N i•r I .". TA'.4 (a • L2 /7 ac ANCHOR A D O.C. AMf„DR 0 D L + ANCHOR • 4 4, w I 47MFEI1[D W/ S7iW s•AGGERT fI ,• S _. + ,r r,.. r.r;� 1/4'0 TAPCON 2'..• 1C,)G 1 AN610R O D' OC .. 2L.••' Rr0uR1ED f PfouNED .' ( TE i I i Ai [ERi ArIY R-1 AW ALTEMMtYL R- i 9 RE4 TBtM� E_EEL AR DANF I G �SAFETY i SETY PANEL 4.1I�_.PAt" WALL MOUIiTIM MIN'M, WALL MOUNTIM.0, SCARE 3/9-1-A TIE N SC,4L 3/6-•• ' / "•' ..___ .....,& SCANS,''•... . t FLORIDA BUILDING CODE (Non HI h V•lo,.Ry NMrrcome Zon• a0. Nn W, ca 4 V T PA 2 GAGE GALVANIZED STEEL S OR4 NEl 4167 - 4 D CAA.. R. 4 Ir T ARE Y J f .. DESIGN _ _. _ _ _.._.. - I 'ISTALY.A iC)N C ONLY AL _ .. _. — P'PfSSURE RATIRGS (p.l.fp; AND PANE. LENC,IH� 4,; 's * ,, 111l' a _ W ."'"� 4 - -oT717/t.fn 1'(k ELEVATION ON SHEET EZ 5T+4TE C>�" w, 1� 1 L I E. C O 1 N C 1, GLOBAL PROTECTION PRODUCTSI LLC. p7( ..,r • .-..». j I n FOR NEW WOOD FRAME CONSTRUCTION WO00 , 57 F IF..._. a - - F[ �G L'! aHTlP«; Io wu; ° ,e%!W, sl 3/Rt1 _.__ ., r;/.. %!1 RM1I. • 'L.Y2.a'" .. #,. N. w 'N ,Pu+.. wu11r... u,.I DMR. Pt =,. - MEMBER'°: T�+ Rf SOVRIERM PoNE NO 2 W SFECR'IC .+-'�,!• 0-175 I / " 4,� W.. IN.1 r+"• .,.;;Y ;" F,, N P A .„.rM 545. iM Ffe+Wa-Tip 2 IXNyTv OF :)'�'• CAR' E041A9_ I` v, '�)I1kA:-`'''try Ww.,rll➢lDari G. 00011 - 'mr,i, ._�16. .IN YNMM re F i r rIN41iff" .EEL=' w4.TER A. 1N1F a. PE Hi '- 0"M,I 01 1. -_ _.. _._ - - _----- - -- -------- —.-] MIA„...IMUM.,,,AS,SAD• DESIGN PRL%UF.L.BATING (12j, Ah __kp Dkk1d_AhChQR SPACING IpP REGULAR STal;l PANEI. l sr�$TAILAT.iQ._1Q_ EStIREIE �s _�S?ll�$Ei �LDCK STRUCTt�RES i V [, I. ,. I •.H 4IW I ,, l ,re",T'A�-ATIONS AS PER SECTIONS I ThP:, ', ON CIIEr'r5 4 & 5) i ATM 4 5 0. .. ...-;-•�--.._ - _...._'_-`--- - --`__-` ---_-'.-, -_ 4 - __---- • N ANCIrOFS ' FACING trLR M.N E._ ,LIT I-e U,hl Hl(,n - ( AN! y.r+v M M MAJ',LN1M AN!,.IGRL •.,I•AZPti rDD M41 E 21 n'L'+ r:llljlllr UL.,;. Ai'1•'.1rAal1 WMNLw D[S.GN - I-. _ __.._.- - - PANELANFE PNV[IYAT- [ .-_.--..__ .-. t '1'my, .,.I. a,,, I _ __.--. _ ..- _-.-.( L`u6C �rMTE n4NU M, •v _ _ .___- R7 PMIQ MIESSUPLE T11/CO4 SOLID-ST, ]AMAC-HMAM I CALA-IN .!M"•I PRESSURE TAPCON SOLD -El -_ .rAYA;, ,A' a (At. I LLNN 1 _ FEMALE 10 PLUS t w, -1i ?C' [ I • a un 4T1NG A A to ro 0 A to COSONA7,(h 'L' RA11NG To W -' ;U F - �'- )F.' O - Tu^-To - COMMIM:,0.1 1• iP J./) n�N10[Te NCR,[ "'.'"'ONO ILIA LO'nfll IxwoER Or THEM (f.. I) t OKwn:1 •,tfKle�t•.•.b.-:i'. i Nt'+ } aa,lM'i'.inS'N,r ',,� OF ill. (" ) ktc,,]' 1P _ +Y ,>' V' „- u• Ir iJ' +]• u' I fa' _ tT0►) +Y 3', u o In' 1l ,; ) ,- N ,.4• rir• /? (too) ,.r „• ,] +S' I w 1 1y- IS- 1 •2' 3 W (BORON) _ 13_.le ,l7- .,]'_�,l'- ' S- I v ,0' '/r` - I (WTIC"T t— -- --- I1' •3• U' :1' F -I-1s__l. _)3' +J• ,)' ,]' -7 (TOP) ,]• 1'. _Ir -a ,/?' _ •s- 4 •, :.'!-'s + - Ir +!Y 2 (TGo) 1_ _ -T- 13* I + 1' � 7' .. J' , ' !' I I J- 1,-,S'- ,0' - ( _) T' s 1 0 , / v' a-l80T79u . ---!fl: .. ION rIOP) ., 7 LS I S• .. . , ' 1 , • . I - 3 VCR ( .' _ . + (e0 OM) OR I 1/aY /2 fi ,/ f , 1- i♦ II IC, v) nP p: I I I ,. •. I. ,'O^, - IE`5 ' .. !- •2- 7_.. - 5z -a- 1 .' . i/1'1 J.. , - 4 I,-, '.UtS „1 i .. ,' R• G 1. E a , , kHl i 0' i ' e- a" /2 P. t MS . , i ♦ � ,3' 4' 13" 9' 10� 7 1/7' 13' 6- ] (TCP) I_....... ,}• r X3' t4" { � j I ., IS I.'2 I � /? 0 '/1 +• n' 1J' i D' S (BORON) .. ' 9.7, •3„ � ,� .... „ ` I ]- , l I. ,A ",* 7 12 . t/2' 4 1 - a OP ,3. ,, I ^ i I / , l" n n ) DHao-5a _ ,�� , 'v. �., rti .„. I --.i 1. .. ry - ♦ .,� _ ;, r. 'a �!c' - e o/l•1E ;14' 6 lMGiTr-! t � 1,, .r3. -7] tl" - (u0P1 ,cu. -d< "u '/TI _ a I/?• - }'-6 I/$_' ] 1/2' S ,/?' IJ• '+ ,/]' , fT0P1 t3- t 7 I/7 L (BO'TQM) � 1J' 1r �•'- - 1_3' _p _ 9' t_ ) 1/2• _tr a• t fBOtTTIY) �s ' 7 i'2' _ . (TOP) 1J' n• 1]' 4 +/]" Ia' • /? I/2' /?• aJ' /2• (POP) ] / __ _. - - ' , 1. i 4 u y+Sp1 1 T- D 7' 1tl r:n-1 'v 3 7 1 � - � C ., 6' I.. 7 (eoTT J , J• 3 ., , J' /2 -- = - - - — {{ 4. ,Nn1tNj1 1G . . / .i,' A / ! (atr•ICW, ,y1Ogr I ,/2 3 1 '.' I P,- I L 7 s' J /2'' : _ ♦ (Tool I 9 -O >- 3. a 5 1/1 I . , !' 3' 6 rV 2 1/2- 4 (TOP) 7'-S' •' e- _ . ,.,. - I;. I... a. i - e. I (DC_ ", a- ) - a r' 6' ! - -_ ! 12 - r 4 feorvM) -. - ----}---- - - -' -- - --- - 7 1 ',' /2'. 7' D ', , t , 13• '3' 9' ,!• 9 0 /:• •S' = ( ) lr a e• 3 ,• ,- / .- ,:... - 1 _ _ - '--- - -- '- - j1 i .t. I 1 - 1 1' 7 ,a Y �li'.. i , 7' 7 %' ]' 1 I MI , .t -_ ;`I n i I i P• 3' . ___ 1-__ ' IL__ _'_ __--�_�___.�._ '` ."- ______.__ :- :_ �I W ., _. _ ._._ , .-._,_.. ____ ._ In Sall I I " ANiIIM -f a I, V W. Tr]IM 110IYI, NIV M000 FRwr OUIJLLWIM' . ,eOMlM ANOOR yoACIWA AND L.NN,A. EDGE 9WANCl AM, 110G,1YAi ON n,6 SPM.[Alld t,Pr T.D LESS TMA• IIOC,•LTI ON 3C1ILS7,AE ACW:t 14CN0r, SPA ft% 41 IALLOV HMG IAACM 51%*Mm C„, lC.9116 3 N TO, '.,'I.41G •AC'M I" TW4 OK.P-1 P, to eC -%6SM, 9rAxtD SPACWI artme" UMG MN.A u.euL Wn (W 3S TM $104" Pi3CAtre " f.k. "WIC. _r ON THIS - .. ,_ ' ACIIaII WK ONAPO,C -I' . , I ,/I• I I , A' : ,• 3 'n• •• -SPA DNIY VALtlD w4E n' - ! r' `P Af. - p,-: , ' - DESRGN LOAD.`: A MAX PANEL cn ti _A''.LN SPACER � la _SF E:. -__j A.S.O. D£'S)ON LOAD MWOMUM PANEL 4f� _. LE•..4.. . - --r- - --- n it H d ' -:1. P. "AVEL LENGTHS ARE OA Y VAUD FOR INSTALLATIONS A" `A;1, � SET ANCHORS & W/ SPACER AT 12 t/2- C.C. 4f P: : t\G "S. 9 - FLORIDA BUILDING COOS (Non NI h YeloeNy Nurckon• Zone) 0. 44167 c1o7o mi'M, KL 24 GAGE GALVANIZED STEEL STORY PANEL , Im )R : Ar k S7,ATE Ot ,-p - . i L E C O , Nc GLOBAL PROTECTION PRODUCTS, LLC. °t/1an01P '... 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I . ),FE SAEET7 i'..& S.M 9_16S .i6� i�_LIE ..iAfETY__YAtiEL WALL—MOU'NLIIi6GS Y�ALL MOUNTINGS I SOU( 1/1-1• ..I., I."'O"' UA4t J/!-" �,01'-I,FF k rl(1 4, 1Et SHE.nS Is A )! raft ArcHOQS T WHOP TM »---T `'"� V� .. , ,EN' r : tYP1 b ]iKMG TOR wSTAL,I.40M N'^ I aN,M' tY'CV: 4 _100 I.'D. . %PXCI y NO. 44167 - FLORtOA BUILDING CODE (Non Nlph Velocity Hurrilone Zone) v A•,L• VA SFM:INfi AHU MI, .h,Y • ,:.,-" •' . • k fD01 DfSTArKt ARC AYCrAITD ON MIS �#-_ ee tT4L Gry .1. T+,f ) * £ 71 r , i. IP. SCM:aMt Pon ED. IESS T"` "O'CA"'O s ' - 74 GAGE GALVANIZFD Sim. STORM PANEL C'UAIc.P,... A ST • Db,W T w 9C.['RRE I. S AG S, * TJKY4C lN.A D,,y 41E OF c _ _ -_m MPLIIPVv 11 S/MCMc sw.v oN 3l SRC 1,9DWQ �6) IACAOR Ft ' �' J (. 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I k EMI,:..__ �1 , " .,,a `AI Rig .. _ . a•, II !'I I M• { - - U PARA11ON -3 I ' D (•,ass I 11. 1 ,.l2 2 4' N'17;, ) PtAll u r,:u F/,-P PANELMATC P'LLIS ANCHOR 0 17 t/2• n[, I ALTERNATIVE R-AAW 0 _ R101IAR PANELS 6,LL MOUt4TING5 FIOTn I INSTAL L.AT:O"'e ARE 0%I VA.,D FOR MIN: A.; :. I)ESIGH PRESSg1RE RAT',NGS (D a,) AND -"A.F. LENGTHS AS PER ELEVATION ON SWEET 12. 7 FOR NEW WOOD FRAME COHSTRU JION WOOD ,, vPF,Tc •n 'Ir OtJTIIERN PINE' No 2, W/ SPECIFIC -.. - L--'-----._-.--.-... ._..---.____ . i v v r I IR ,,J Pl l 1 ssis . nc. pro Virtual Review A 1 e1 e1 O FBC 7 h t puns Review camp 2 for compliance with the 202 ! .J14,:1 4"-, by Debra Anne Klahr PX2300 . f r y, i _ -'-' AL_•II r � [�, -n-- r I I 1 GI " 7 I I .. ,,�'.."R "I'll""-.-il GI-1 It" } a 11 L `r W. i 1 p. PANEL LFWGIH II I (SAS EtLVAI*4 R4 , oN SHEET 12) I L � i 1- .L,,AM '. n 'c C¢ASS, I V , I I 1 p' —_ I I I 1 . T , . r1 1/F oG � I__._. r'..' M1VvO .l P ATE I f,,.:"I" A F.M `C1.. I i - o •Y ,C.. . . ,I ALTERNAT}YE R-38W 9 LIFE SAFETY PANE: I jar.• ,, CENT • 9 % W„ 44167 S FLORIDA B'UILDINO CODE Non N4 h Vvioc;ty Nut Icon* Zone)I ^`. •1, ;4- _----� --. D nTO`o. � 24 GAGE GALVANISED STEEL STORM PANEL 16,.. t I c' w .,,'. ,.», �__._,-..� .- _.._,........_.,.»._____.__._.._.....»..____..^.._.. I ��;,:, � A ' ' i i 1 L' E�µ CLOF6AL PROTECTION PRODUCTSf LLG, °"/0,7, '"•,,y st :, C:' rt".' .-"...._ ", 4" aW s1 imlly -_ ___ F/ u, ist,z A LWV M,LIMNo CCIXPTNIIt .,II Err /N Nn.,,+`' • . I. ✓m ,r Nee IK'nNH. A ..N PW.,T_ (.S,yp,1>F�o A. W1. 2O- 1 75 ,. (4s.1PM-6717 e _. Qi r- (f ) (z (3) ` U �O M 3 N 0- Q O M U 0 � (1) C = (10 M (1) _0 U _7 L_ O L (1) Q Q. = O O LL_ — M (D 0 l ram/•�-� - ` l./ .— •� Cn (1)L ^M O I— _C .— C) E z z W J I (1) M L (3.) W _� � M O U) 0_ 0 C- -0 CIO L__ ILL 0 'a^ M l� v i L. MM W W S Z Z Q J 11 SHEET NO, SH 1.4 MAXIMUM A.S.D. DES GH PRESSURE RATING Ir,s.f.) AND CORRESPONDING MAXIMVM ANCHOR SPACING_ SCHEDULE FOR REGULAR STORM PANEL ijZ;' INSTALLATIONS INTO WOOD S.TRSlCTURES (VAL)D ONLY FOR PANEL �tNSTALt AT-IN4S AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 1) MAX A., D VAXIMUM ANCHORS SPACiNG FOR E.D. • AS SHOFAR( ON SHEETS 6 A 7 '4PPLTa'=� (A XWOJu DESIGN PANEL Unf. All.TEWIRTNL^.' M RA15 r TAPCU%.- y.Ar PORM ... PANnJAAE PANELMATE wow SUSHOW k ANY LE`L'I) (1.1 ,) FEMALE 0 1)rU5 OF THEM (N,) 13" '3• Ir IT Tr 9 DOM IS'-- ,3' -. __. 13 .. 1' -- - tl 10 (BORo1R a 1/Y a 1/2' 0 1/2'^ a /2• a 112. - ro►, . OR - _, ___ e' - _ B - Crary Lm A- N. - - -- a •• - 39 �(eDDa� 1 13• 13' 13 ,• I]` (1: �_45 --. 1] _ IS' IY it w LESS1. 13 Ir 13 It, a 1/7 ,e F1DP) J -- 1r _, -U=- - a' IP IE,I:nnan -- • 1/i• -- ! ;/?» - -^_.� 112: -- a 1/2• 6 1/2' � (TOG) _._ _ 6 1,.. r2 ,lY _ • ,/• (Dorl ) rS'-O, / - .. .. . - - _r_. _ __. .. ._ _ _.70 4 1 2- a^ a 1 N In* .. 14M) 14'-4' 4 IiW A 1/2 7 I JIR tw.n �) _ ... _.. _»._ ,n ,-/']' 9 1/2 _ T2 17' 4• 4a f7t1►) ._ ._. ..-..--- _ ._... ].' - 9•" 13• ,]' r t/2' .•(a0t10Y) M" A_S.D. MA WuM ANCHORS SPACING FCR E.D.. '• AS ..OWN CAN SNLC S 6 A ? APPLT E. ..AI41,dILIM DESIGN _. _.....-.. 4L'R�NA�TNE• *4I, PRESSURE 'DI TAPCON lN. SCREYf PANE[2MTE PANCI MATE 11DCX) BUSHING fEatIOI'LIU,IrTWTH (0.1.0 FOAALE t0 PLUS O. TIf"', (n,) Ir 13' 13' it +3• ,e ;RIM �.'j.._._ , ... . --;T- _.__ lr •• a (Ifa110M) e f/Y ! +!2' a i/Y 6 1/7• a 1/2' POP) - - 6 I/•• 12 ln' 0 1/4• ao7iy 6'�-0• _.—__ _ -- —. _ I- 7 1!2• ... a i - E1a►7 Line _ __� r e• 9' _ a 300 -no ]' IT. 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ON THIS 10"U't ANCHOR fvK I ,/4-A ,,,}, _ ReI"x�-,,� MAA9W. fNom vAco i PAJ _ .. •.wAARL R tl l ' .. tew.NrM RPM t>Pww __.-__ _...._- .-31n ___ rAAOM dN14 3 _oN) AGR%L RITE own ON Ia0I111 ,/7' odl I • . - T --- " a St -FLORIDA BUILDING CODE Hon High Veiocily M.,ricana zone)I .- :m1, ,vow. PC ' , a VANI T 1 2 GAGE GAL ZED STEEL STORM PANEL DP- _ N, - - ___ T i C O EMI. y a/'," (3LLCBAL PROTECTION PRODUCTS, LLC, Ir hl rs *T{'•4V M"4 CW,PAkY HMI s. •I "^'cl I- "-•'^"-..__... R yY NR f.. P. Ib - AMNNi N IMM. DO W. AL =44 y 1W m•r.0 I.,.L,,, -Role,(&""-,315. IV!661WO.4 7 20-!IS `H..'r.` 1. �__. ,IrPi. w'T I.L�M. w,i w .M _- wiM A laLl N PL Y •r'•'I r .____ i1QI I. M M zA«ia i "-- - t_ I MAXI MUM_ A,S&__DESISR_PR.ESSl1ME L2. _ 9#40 11 .A. AND. QQRRESPONDINQ MAXIKVM ANQtQR3FAWNS7. SCHEDULE E9H_.$ES LAB_STS?FLM PANEL_..NSTALtAfISiL��_l�i1QS9slSf3EI.LAt_D�t±ERETE BLOCK WBMR1 $ (VALID ONLY FOR PANEL INSTALLATIONS AS PER SECIIONS I THRU 6. ON SHEETS 4 & 5) 11h W17M ANCHORS SPACING FOR MOO CO. 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M,, , IMII•Wft1 fNML-~ 4'f.-M 1 10'1„IL.•L AWl1CN SPK q.: IM j • s ) D 7 IT 1/7 N.WUMf06H r:A.VITL I-) ! ] I/Y i , ,�� I I.Y _. __ y_- >??-- Ate_ ACh0L MCIE LfllaelCE (E_ IFAC1oE I. ,/! aA; OSD - i � 0w }- - n.16 ' w .ls - SPAGGS NONLY VNA WHEN .SPACER {5"� it+'2 t$ D. VI 9,A}LE I FC,Ily .. DESIGN LOAM A MAX. PANEL LENG1Tt'� WHEN SPACER IS USED _._._ TABLE a I n + A.S.D. DESEON LOAD WAXLMUM PAku LIEN T)( 40 PSF OR LESS 6, .-EL* > 40 PSF TO .MS PSF C 2` > SO PSF TO 6O PSF 5'-,0- A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ "SPACER AT 12 1 /2- 0 C A`1EF AIIT�M/�i Q\ ........... ..'' \CEN `� s1 FLORIDA BUILDING CODE Non IN h VelocityHut ;cone Zone t; i �'A _z,� +NAf, .44167 = s /'��o�o M�_� 24 GAGE GALVANIZED STEEL STORY PANEL a,M' 0, * ' t e � _ / "'I"le -1c_ --- A PRO PRODUCTS, ', GLOB L PROTECTION TS LLC. PRIED"; .`} x > ____� I E�OErae. r aMT tREVwof re y NEE' 110-OOVN.'k .eQ` E 61 '. 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LENGTH BDLt) If .\ i 174 I I A : • 115E ?'-a• WN. PANEL LENGTH _ C., L/4,s-?O.I' '"'(7- A7 M, MOUNhNG3 I 5 s Bars- ' AF IA ()ME I i t I e- 1 0- iVj i � I � r 1.-t AT -'10 i - - WI o LIFT SAfFT" r C ' . ,An.. .,jr,_., ' 0 e , C'.M.. 3�, ---- _' --- - — -- .- -- -- -- -- ------ _..-O/ERIAP _ __ -'YOELAP- ____ O,Q InNG NO Al p� MNC NUT_A.`-'.._ ___ __._ _ 3' MAX if 1 PINE, 9F:V1T PMIFI }- MAi '{ ,N$IALUi1DN$ ONLY VALID FOR WIND 1• lam. N-,A/13, R-2A/13, R-SA/14, R-18/13. R-28/I3. R-38/L4, MIN SPfEC ,s TC t70 T. ,+n 111-1AW/IS. R-2AW/15. R-3AW/16, R-18W/15, R-20W/l5, R-38'W/'6. ANCHORi ISLE SECTIC'N•S . ALTERNAIIVES :A SrtE , 13 11 4,L1 iH1!.- G LFf_SAESTORM P._.fEA TAREGULAR .,",„w4,..,:�...�-�_,°., ...-TJISTDRM PANEL ..-pw7 La9:R4A+/e wer3F vN.I ry 'tJ•lr v-,-,.w. t>., +NN.No aa,, a �' gDRY PANEL y' A "°"�` ;,;�,- t Nino^ ,.___ - f' N , �: F " , aI IS 6 I'• I +Gy' , 1 R oA Ii A 11 _1LzmY•4 a j I\CF4 r / .IAa Cl,n,v ,..., „✓ 1:14' M, ,'S�` % '')G I ......Y .. . 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R / L�� r ; Y I ? 7D ctAss , I Q t ,_1 ! � ''/a I 3 ,- e1rW I ED. - v ED EC. "' I •�,.. IW „ I Oa�!••':1.,';IE. '}x ' 1 .i3.'Ou.�; _ i -' I , TI E0. I, y IO i0. .... _. S 1 EIU V . ...... _.-E ..,_.._. , REUUIREOrtr j �, e'a. 'I A I'�. W.M x.�... ,1/2, kf~ilo,,fl M5 4.. 4 I ' I POLIS . °. 1 a11 . rAPCDN N i•r I .". TA'.4 (a • L2 /7 ac ANCHOR A D O.C. AMf„DR 0 D L + ANCHOR • 4 4, w I 47MFEI1[D W/ S7iW s•AGGERT fI ,• S _. + ,r r,.. r.r;� 1/4'0 TAPCON 2'..• 1C,)G 1 AN610R O D' OC .. 2L.••' Rr0uR1ED f PfouNED .' ( TE i I i Ai [ERi ArIY R-1 AW ALTEMMtYL R- i 9 RE4 TBtM� E_EEL AR DANF I G �SAFETY i SETY PANEL 4.1I�_.PAt" WALL MOUIiTIM MIN'M, WALL MOUNTIM.0, SCARE 3/9-1-A TIE N SC,4L 3/6-•• ' / "•' ..___ .....,& SCANS,''•... . t FLORIDA BUILDING CODE (Non HI h V•lo,.Ry NMrrcome Zon• a0. Nn W, ca 4 V T PA 2 GAGE GALVANIZED STEEL S OR4 NEl 4167 - 4 D CAA.. R. 4 Ir T ARE Y J f .. DESIGN _ _. _ _ _.._.. - I 'ISTALY.A iC)N C ONLY AL _ .. _. — P'PfSSURE RATIRGS (p.l.fp; AND PANE. 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I k EMI,:..__ �1 , " .,,a `AI Rig .. _ . a•, II !'I I M• { - - U PARA11ON -3 I ' D (•,ass I 11. 1 ,.l2 2 4' N'17;, ) PtAll u r,:u F/,-P PANELMATC P'LLIS ANCHOR 0 17 t/2• n[, I ALTERNATIVE R-AAW 0 _ R101IAR PANELS 6,LL MOUt4TING5 FIOTn I INSTAL L.AT:O"'e ARE 0%I VA.,D FOR MIN: A.; :. I)ESIGH PRESSg1RE RAT',NGS (D a,) AND -"A.F. LENGTHS AS PER ELEVATION ON SWEET 12. 7 FOR NEW WOOD FRAME COHSTRU JION WOOD ,, vPF,Tc •n 'Ir OtJTIIERN PINE' No 2, W/ SPECIFIC -.. - L--'-----._-.--.-... ._..---.____ . i v v r I IR ,,J Pl l 1 ssis . nc. pro Virtual Review A 1 e1 e1 O FBC 7 h t puns Review camp 2 for compliance with the 202 ! .J14,:1 4"-, by Debra Anne Klahr PX2300 . f r y, i _ -'-' AL_•II r � [�, -n-- r I I 1 GI " 7 I I .. ,,�'.."R "I'll""-.-il GI-1 It" } a 11 L `r W. i 1 p. PANEL LFWGIH II I (SAS EtLVAI*4 R4 , oN SHEET 12) I L � i 1- .L,,AM '. n 'c C¢ASS, I V , I I 1 p' —_ I I I 1 . T , . r1 1/F oG � I__._. r'..' M1VvO .l P ATE I f,,.:"I" A F.M `C1.. I i - o •Y ,C.. . . ,I ALTERNAT}YE R-38W 9 LIFE SAFETY PANE: I jar.• ,, CENT • 9 % W„ 44167 S FLORIDA B'UILDINO CODE Non N4 h Vvioc;ty Nut Icon* Zone)I ^`. •1, ;4- _----� --. D nTO`o. � 24 GAGE GALVANISED STEEL STORM PANEL 16,.. t I c' w .,,'. ,.», �__._,-..� .- _.._,........_.,.»._____.__._.._.....»..____..^.._.. I ��;,:, � A ' ' i i 1 L' E�µ CLOF6AL PROTECTION PRODUCTSf LLG, °"/0,7, '"•,,y st :, C:' rt".' .-"...._ ", 4" aW s1 imlly -_ ___ F/ u, ist,z A LWV M,LIMNo CCIXPTNIIt .,II Err /N Nn.,,+`' • . I. ✓m ,r Nee IK'nNH. A ..N PW.,T_ (.S,yp,1>F�o A. W1. 2O- 1 75 ,. (4s.1PM-6717 e _. Qi r- (f ) (z (3) ` U �O M 3 N 0- Q O M U 0 � (1) C = (10 M (1) _0 U _7 L_ O L (1) Q Q. = O O LL_ — M (D 0 l ram/•�-� - ` l./ .— •� Cn (1)L ^M O I— _C .— C) E z z W J I (1) M L (3.) W _� � M O U) 0_ 0 C- -0 CIO L__ ILL 0 'a^ M l� v i L. MM W W S Z Z Q J 11 SHEET NO, SH 1.4 M" A_S.D. MA WuM ANCHORS SPACING FCR E.D.. '• AS ..OWN CAN SNLC S 6 A ? APPLT E. ..AI41,dILIM DESIGN _. _.....-.. 4L'R�NA�TNE• *4I, PRESSURE 'DI TAPCON lN. SCREYf PANE[2MTE PANCI MATE 11DCX) BUSHING fEatIOI'LIU,IrTWTH (0.1.0 FOAALE t0 PLUS O. TIf"', (n,) Ir 13' 13' it +3• ,e ;RIM �.'j.._._ , ... . --;T- _.__ lr •• a (Ifa110M) e f/Y ! +!2' a i/Y 6 1/7• a 1/2' POP) - - 6 I/•• 12 ln' 0 1/4• ao7iy 6'�-0• _.—__ _ -- —. _ I- 7 1!2• ... a i - E1a►7 Line _ __� r e• 9' _ a 300 -no ]' IT. Ir - IS' Is- (Ton HT 4S Ir 73• IS` .t3' ,s' 4W (prA7Cw, . 7D. -.a --- ---- I 1,RM) L ' ,'. I r 1/Fa 1/? - 6 1n• 6 2, 1011I .. _.» 1. _. ._ 1/2' -._. .._..,. _.. y . -r,. 4 1/412 t/2 a r4' +A Drt7'; y N ,' P •' 3W Aar OM ,3- 1J' 13' t0' 41t (eamMJ • SEE TABLE �, FOR NIAx A.,0 DESIGN LOADS & WAX. PANEL L£NOM WEN SPACER R SEE TABLE /t FOR N(A)(. AS.D. DESIGN LOADS &. MAX PANEL I.ENGT1(S tlRi£N SPACER IS USED, CORRESPONDNG CftY TO ALTERNATE 211 ON SHEET S USED. CORRESPONDING ONLY TO ALTERNATE 7W`fIN 4tEE1 b .�_---_- r JAML_il e A.S.D. DESIGN LOAD }N#& LE)O40 PSF DR LESS 6'-8 > 40 PSF TO W PSF 6'-2` > 50 PSF TO W PSI 5*- to* A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSIALLATIONS W/ PANEL. MATE F MALE 10 OR PANEL MATE PLUS ANCHORS & W/ " SP4y(''Ep1WTIA2. O.C. �� . �AGENS ✓'I. Ni 43167 -±-- --: DRI r w_ c _. (.S. ATE OF �-=- .* sy FS, I..v....t, l _____N'I,Ir ,r,.I.1 /'XAMTOV"a"t fLONIDA BUILDING CODE Non Nigh Yeloc'i i urYfcone Zono saw to= er 24 GAO GALVANIZE(') sTTn STORM PANFI fP. 1,� R� -_�,-. ... . GLOBAL PROTECTION PRODUCTS, LLC ")I- I2F��i,s LNCx[IMNi 42a R.M S• L1RP •, r I. R. A yew .rw n o""P• n 'm 20 17S - , ) n, 1. 1'.N r,-.W _ ,RCM. (tl.)IM-1W ,M '01.,iPD-1'Yr i - -`.-_ row .+ •uRN� -- G-o0p47t} _ Y 1tw nik_ A ALA •L _ SL1At 1, a T. .tndo4 LIP. ! «iv _ _ _ _ INSTALLATION DET IA LS FQF__I,I.F�_ SAFETY PANED 1 lNTQ—PP L ED_ CONCRETE OR CONIC ET-F BLOCK STRUCTURES +/:. TWOM EXIST) POULrr.'. JUS11ING POURED .NC.OR A D• O.C. CONCRFTf, 00 A, .N t: , ,. CONCRETE OR 11. REODUPPED BLOCA Mtx71R[D CONCRETE Bl0!l, � 2, I (Z /2• , . .. L_" 114 , MAY I ' 1 ED- 1 u 1 I (D ; I I I E I' Woe I 1 .---SET•AI+ATION I I I I^ ,•. }a.,' P , ti.GS I f4'•'PN,• fFRR,tr µ 1 9 S' R„ry .:o, I. I 3s 6pTM +,N• I.m.. .:A 11 1 =. os rt, CLarIRc! I ( Ir d` I I QA55 q I .' WU a ■(L 1 I ,I.RI LENGTH . , a• ,•ANL. Lt,A,I,I Y _ _ _ i L {5(f fiiWTtDM x 1 (SEL ELEW-YH p )` lAti _ f - 1 ON "[I 12) 4 • ) I ON SHEET t1) e- SEPAMt7DO, r 1 I 10 G1ASS. E P - _- 1 e a 1 1 I I I T T ' l ti L/3 i i 1 y, I 1 a. fx"NG POURED it E'Oe " I E%;iRw C4 I - CONCRFtT ON I Iy' i 5' CONCRETE Ue i CONC r ( NEIN,M - I .v I oc RICIUMD Ot I ... ER+IO4) - CONCRETE R 1 , e 11 1t ''I I ;'4"Y PANELWOIC PENS •; 4 P ,, ^ ,N[>IDP 9 12 1/2• D.c. O RE UL_R..!'ANLLS "(„r.. .... O WE WALL MOUNTINGS SLIME 3/6-I' SEI 1KC1% Is a 16 fCP NIC-Oft "'.0 f 91'ACfKI rOf Ps"."LYrs I.rC „oDD nuME s,4n,.ca ,me AmCIOR SRACl 05 m4l) M'WN•N fODI D6TAICE AR MN'ATED ON IMS SC•4S,AL. •DR ' D LENS I-" 09KATED ON SCN(pI 1 RUPUCt AN6491 i•ACPAI W IAAIPLI„C SPNCMT SVR'1 ON SCMEI i ' e• 1A mot 0 FACTORS FUR INS OPERATION 10 K POSSW RD K't0 SPACING gtANED us" FAt:TDR SNAIL NOT M I CBI, THAN �SPer" WOAIM TOR MICH ANC. J. . ON THIS 10"U't ANCHOR fvK I ,/4-A ,,,}, _ ReI"x�-,,� MAA9W. fNom vAco i PAJ _ .. •.wAARL R tl l ' .. tew.NrM RPM t>Pww __.-__ _...._- .-31n ___ rAAOM dN14 3 _oN) AGR%L RITE own ON Ia0I111 ,/7' odl I • . - T --- " a St -FLORIDA BUILDING CODE Hon High Veiocily M.,ricana zone)I .- :m1, ,vow. PC ' , a VANI T 1 2 GAGE GAL ZED STEEL STORM PANEL DP- _ N, - - ___ T i C O EMI. y a/'," (3LLCBAL PROTECTION PRODUCTS, LLC, Ir hl rs *T{'•4V M"4 CW,PAkY HMI s. •I "^'cl I- "-•'^"-..__... R yY NR f.. P. Ib - AMNNi N IMM. DO W. AL =44 y 1W m•r.0 I.,.L,,, -Role,(&""-,315. IV!661WO.4 7 20-!IS `H..'r.` 1. �__. ,IrPi. w'T I.L�M. w,i w .M _- wiM A laLl N PL Y •r'•'I r .____ i1QI I. M M zA«ia i "-- - t_ I MAXI MUM_ A,S&__DESISR_PR.ESSl1ME L2. _ 9#40 11 .A. AND. QQRRESPONDINQ MAXIKVM ANQtQR3FAWNS7. SCHEDULE E9H_.$ES LAB_STS?FLM PANEL_..NSTALtAfISiL��_l�i1QS9slSf3EI.LAt_D�t±ERETE BLOCK WBMR1 $ (VALID ONLY FOR PANEL INSTALLATIONS AS PER SECIIONS I THRU 6. ON SHEETS 4 & 5) 11h W17M ANCHORS SPACING FOR MOO CO. PER SCHEDULE OUOW - 4��T ' 1,101M M ANCHORS SPICING FOR AM LD PEA SCHEDULE eQOW MAA ,15D. 1[I MAROON 141x AS.D. _.__. TJ�PI ,, NPJUNw 0 SIGN P 1[ PAW2A4.T( PAAtE1 DESIGN RWEIlNTE PANET.MAtE I'll P}r:SURE - TAPCON SOt10-SET FTNALE IO PLUS 2WNC-TWIN CALL( -IN A 0 LEN6-t4 PRESSDRE TAPCON SOLPD-50 FEMALE D REVS YMMC-WJl1N CXI(-R, a L1.5I ., .1) 10 .ciLCp, lSiart.Cl�'Qdo 'g, ,,.M n, 1D ro ;CpK TO C �T� (n.l (P wl.) ro i.OrrGR•C 90rr�[R R ro OaNO[1� -0 LPf"K1E M }p �TQN (n.) 1 1 I , •. , • I t O. , • t } 1 • } , , aP • 1 ,]' 'r J IS ] ,3' Ir ( ) 3 I ] :]' ,]• J ] ] 1]' Y u• 13' /2 + 0 ) 1Y 3 ,• 1 ll' 11• IS' ,r 1J• it ; (VOTTOM) ,r W 7J• 1S• 1r I]' 13• Tr ,3' lr Ir It-_i%r - Timm) -1'r : 1' ..'1:.. 13• ,r I IS•_ -L3• 13• 13* _ Ir 2 (Too) IJ• ,3• 13• I]• Ir ,]• ,3• IS• tr IS- tr 1, 1/T :(TOP) i - - ,•' 1 - U ] I - 1 • , ' t 1 • ? OM IS• 1 13• Ir 1 , t3• t 7 aORO J ,T 3 3 Y 13• tr ] (B'OR ) r J t3' r ] 3 _ _ - _ - ___..._ _ __ _ _ _ _.___ . -_. - �. _ _. )r 1I' I U J• 17 + 13' t]• /) lr -131_ ,J• tr 3 (TOR) S,-6• /3' /]' 1J• 1J' Ir 13- . IT U- IS• 13' Ir 11 1/f 3 (TOP) S,-d_ ___.- - - - _ - - - - '-_ — - _ 17 In'IY I/2 atl'�_.:___!,_.:_;_ "rH' t7 I/2 ,2 V2 - - e t/.' p 1/� 3 (•MHAAI OR - „ t/?•17 In f I/4'If 1/4" 17 ,%7�? - - f f/A` 4 1/•• 3 (IOTTOM) OR } L t f:•:, LESS a' e• • _ r 5, ? r p• p" ! , 1/T' a (TW) D' S +/i• p' A' p' 16 1/?b' T 1/:•p•Ib'a'S•4(TOR)A' M' 4Y e !' f'.. fR A' ! p' !' aOR- --- -- S IT - 11 r 1 11 O,' 1 ,,.L' )!- 1 IT ^3•,3'is' 13.1 1 I 7a RP13' 13' 13 ,3 `S• , It '3' ') fIJD J 3' ^ IS' ,1' { , ]'." 3' tr ,}•1 _......y[ _ .. IS' I]• 13• _!�' 1� i 1.1 'J• ,]' }' .J IJ" li 13" II' IJ' I.I ,r I 1,' 1 tJ' Ir i IS' �II ,,. a pop) • E 1/4" 6 1%4` 6 1/a' 8 1/1' ' tl )/4' a fi!.A 6 (GYU•1 ••', ,.._ . IS, D_43 ,. 6 1 4' 6 ;/: ! t!," ! If.' .. I - i A 1/•'Ia , ., ! (WT7-) ,! ) a fYu ' n.::ES 1] 3 1J Itl 1/2 13' T u' r 'I I;7 5 ,/. 'L' I. i!7 t QDR) ,a]. .e] 1L a IJ W W a t/a' 13' 6 '/2 • '/, 4 I`2• t3' D 1/7 1 (O►) _.- ___. -_ _- _--_ _..___- - - __..- .. _ •n + T r lr . 7 Y 1 1' 7r T' 13• IJ' ,3• D ,f? 11' 4 1/7 /2 /7 'J b' (lOi w; IS fr aJ` ).. 1 ' ,1' 10' ty' it- It' •' Ir !a /!' 1 (enI7OY) ____ ._ ... ... _ �.. .:. _ . -. 111 . ,' .. _ _ ,A, ,r• „ l r /2 •1• ] e n ez' 2 a 7 3�ra _ow I l ,' t r' a '.. 1' t 17 [ -' 1 I t - , V' , '• 1 R 1 ;t' I �1 9 1 0 7 �J' 6 7 e0 Ml J / 3 0 ! , t !' 7 7 (Gonow) I 3 , / ! I ) / l _ .� l I U_ - ,)' �,!'- 3 . 9 1/2 )r � I/2 10 112 ? /2. •3' a 1/1' 3 (TIP) - ,s j7 1/2' 13' I I IJ• 0- ,r W lT fl_I. U•- a 1/T J cw) _ - - - ,2 1/7 1f 1- a ,/.• 0 //•• 12 1/2 ! t/•' - - a 1/A- ,/i 3 (90ROY) ID _ ;, 1/2 12 ,/a• !1/i a �!.• 12 ,-i2•,}2 �f7 - - a 1%4• ! tf4- ] 1e67Tp1O A) T• 14'-4 - - - 9 -a• r !' I] /? T _ /. a' � /T ]' • ,/Y ]' (TOP} /? 3-� d' !' �-2' •' ! 4• 4 /Y 1 ,/T 6 /Y 3' (FOP) _ r _ / •� _ _ _ _ _ m.' I i -- + T - - N +• IJ' U- ,r ! H/? ,3 �9 y2• t0 I/. 7 •3 e t C ! E /: ,3 J 10' !] C " !' 1J' 8 t/7. 6 (IYf 7 1 R T / t f 5 ou O 2 1 1 n 6 1 2. 3 __ i ' a 1- t • _7 0 1 /+ , ! OO ] _ t] J 3 _ 11 1 _ / OOI'Ou - -- - - r 1 - I T • t } I Y$ , 4 b OP r t ' e l` 1 6 2• 9 1 f, ]' 1 r e— '- 1 6 Y ,3' P _. -Y 7 /7 r ( ) r e ] 1S 3 ] / / tr_ ! OP7 a l .• a l 4• a 1. 6 ! l a' e l +' ! BOT7 «/ b L a' ! 1 1' a 9/a a l .' 6 1 4' f t 4• 6 -- ! ! ! / - / / f ) / / / ! --.... _ .-------' - SLE T>41a I I'm ANI„%aS N`f A soAc4. 40 .%tKUAm" MIo am r3Rt e11RDP'Dd. . KINIH, M _GROIN SPMA.Cs Im MPAAM Cox DWANcE W WICAT I) 0,146 M>ED" APO Lb LL5! IW'N eloCKILD ON SLH(DUU REDUCE AND" S"CKA'. f, IA,Kflr.V4 %WIAG L,IOA4+ ON S[;WMIJ. W 14 rUAC .WRNa FTORS IOP 7415 OPCING" ,O If FO154AI PtoUcty s•A(•,� 00.44E I USHG /ACCDA $1 Hitt OF. LESS THAN WP1ANr S 11WD-'O 100 EM:I' NI') WI 1,4•! ON 11-6 SCHIEDULL u MICHOR TYPE ,/A' t/o. 1/,•. I/••. :/•'. I'•. LMSU, _10. M,, , IMII•Wft1 fNML-~ 4'f.-M 1 10'1„IL.•L AWl1CN SPK q.: IM j • s ) D 7 IT 1/7 N.WUMf06H r:A.VITL I-) ! ] I/Y i , ,�� I I.Y _. __ y_- >??-- Ate_ ACh0L MCIE LfllaelCE (E_ IFAC1oE I. ,/! aA; OSD - i � 0w }- - n.16 ' w .ls - SPAGGS NONLY VNA WHEN .SPACER {5"� it+'2 t$ D. VI 9,A}LE I FC,Ily .. DESIGN LOAM A MAX. PANEL LENG1Tt'� WHEN SPACER IS USED _._._ TABLE a I n + A.S.D. DESEON LOAD WAXLMUM PAku LIEN T)( 40 PSF OR LESS 6, .-EL* > 40 PSF TO .MS PSF C 2` > SO PSF TO 6O PSF 5'-,0- A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ "SPACER AT 12 1 /2- 0 C A`1EF AIIT�M/�i Q\ ........... ..'' \CEN `� s1 FLORIDA BUILDING CODE Non IN h VelocityHut ;cone Zone t; i �'A _z,� +NAf, .44167 = s /'��o�o M�_� 24 GAGE GALVANIZED STEEL STORY PANEL a,M' 0, * ' t e � _ / "'I"le -1c_ --- A PRO PRODUCTS, ', GLOB L PROTECTION TS LLC. PRIED"; .`} x > ____� I E�OErae. r aMT tREVwof re y NEE' 110-OOVN.'k .eQ` E 61 '. ORID} •' + /a o'!t7 • # r '.L AiWR. - awL, F J33 , '� �. .:... reel m.,a n. I#.l n,_,u. .IDNC foSINA-S3.s„ fM LLl II}S7 20 1 7:, _ .. P..�...r. t+ ) - t i,.�yyl� L �,�5 ...-U_r1006r,p .erz ,P. w "'." '_Ws :)em- - N Ell 14PtlOR3.,,%_,,,Kx,n+;r..,... ,-..- . PN1U! n RLr .Ir»' Pt it laii I _.•••-• 7M[T 4-W,Ie, 64CHRS !SET !ICI -,INS L A,.T,I•.AIyA', ON SHEET$ 11. 14. IS Ala) . 3 ,A" �R-to/13. R-2A/13, R-SA/14, 4-18/13, R-28/13, R-38/14, s` lout i,M.,O° -I' WN - !'R_TAW/13, R-2AW/1S. R-SAW/16. R-1BW,/15. R-2Bw/15. R-3Bw/15. -MN- �� -F- _ ..i. -_I c"IJ Dr O 0 0 0 0 1 0 O o -. - --- -- - , , i` I I__ I I �, I I I i , 11� __ _ __ . - � - __ __ - _ i) i 1 i I v 2 +/4-.-70.1• S.S tK1LI% W,L'/_ T.• (LSr ,'off PANEL L!'NGM lA.% Q� DVFSt ,'-B•) ,I\ PAHCL LENC-H r�GUTAR S7ONM PANEL 1 `\ REGULAR STORM PANEL e'-e• o .400. -400 pe.t. '', d,, ... . _ . _! 1 .. _ _ _ . �. _ _ .. _ _ _ _ I (e/ OMERIN Ho o' LENGTH ea 1; L Wit yyOORY PANE( .. .. _ _ T•_e' 6 .SOG. -54.0 p...I ('Pro P IRO O PARE). LENGTH BDLt) If .\ i 174 I I A : • 115E ?'-a• WN. PANEL LENGTH _ C., L/4,s-?O.I' '"'(7- A7 M, MOUNhNG3 I 5 s Bars- ' AF IA ()ME I i t I e- 1 0- iVj i � I � r 1.-t AT -'10 i - - WI o LIFT SAfFT" r C ' . ,An.. .,jr,_., ' 0 e , C'.M.. 3�, ---- _' --- - — -- .- -- -- -- -- ------ _..-O/ERIAP _ __ -'YOELAP- ____ O,Q InNG NO Al p� MNC NUT_A.`-'.._ ___ __._ _ 3' MAX if 1 PINE, 9F:V1T PMIFI }- MAi '{ ,N$IALUi1DN$ ONLY VALID FOR WIND 1• lam. N-,A/13, R-2A/13, R-SA/14, R-18/13. R-28/I3. R-38/L4, MIN SPfEC ,s TC t70 T. ,+n 111-1AW/IS. R-2AW/15. R-3AW/16, R-18W/15, R-20W/l5, R-38'W/'6. ANCHORi ISLE SECTIC'N•S . ALTERNAIIVES :A SrtE , 13 11 4,L1 iH1!.- G LFf_SAESTORM P._.fEA TAREGULAR .,",„w4,..,:�...�-�_,°., ...-TJISTDRM PANEL ..-pw7 La9:R4A+/e wer3F vN.I ry 'tJ•lr v-,-,.w. t>., +NN.No aa,, a �' gDRY PANEL y' A "°"�` ;,;�,- t Nino^ ,.___ - f' N , �: F " , aI IS 6 I'• I +Gy' , 1 R oA Ii A 11 _1LzmY•4 a j I\CF4 r / .IAa Cl,n,v ,..., „✓ 1:14' M, ,'S�` % '')G I ......Y .. . L__..._... _ _ m'6.+... _ _ 44f I _ °"- %3 * :TINS FLORIDA BUILDING CODE (Non Hpy,t, Vo1.city Nur Icon* zone) �• a10R' k�FJS,�Ofi10.... �4?}Tr v7p6n,tLL- I 24 GAGE GALVANIZED STEER STORY PANEL PIAHI•P_ r Ot .. LOW PROTECTION PRODUCTS. LLC. 0/l"T" ' -_: 71 L E—T C O , R� DM Hw s.W sl 5TRE, �ECTLON A —A - • tL�-.�� YNpN�,L/l,�ep/YPµV SCALE :/i _I- � (/'';�:p"•'� w,r m �I-- ,•I rc tw.,NtR-7a.a F4w tu.»e.-a7p7 20-175 Ri ILK/1A1M}1M/G1 G-000i1,p �I_�'•'6t2fNTp, A RMA AI, .1 w SO= ,1 v % I .,_...._....____._ ___. _ - ___ ._._-.,_-_-__»_-.- INSTALLATION QETAILS FOR__LIFE SAFETY_ PANEL _t INTO WOOD STRUCLURE I I I ) -- t-- — — -— - ._-- . I. WOOL) HEADER j A •�. � 1-1 . 11�1+r11DO ."Xp MpCp HEADER 1 REQUIRES � i RtGi'P:, %QVItFD y -- - I .,.,, --_ _.-'-7 _.. _ T I a 4 :APCQ. i- - T - --' , .'. TAPCOM ' . n,OR A I' OC i - •N 1 s' ... .•_ NOR O D' 0. �i� ANCHOR O Y O.C. I I , J i 12.', 1 .2 ' (2) T4l I A �.. ,2. 1 lun f ` /2-,L..._ .,`. 1 1...d...»... ttJ4' 'ff• '+f4` i r _ .. .,..... , v _ fi� YpT' N.+ Wn I A MI 1I 1 M✓Y j � ( -11 bi, r � l �IIT } I I u . , r.-7f.a•A� n �'I ^ I I I') L.. 1 . 1 j- ,I•I - I ! , Lk 51 It I ,/a••t0'1• 1 , r 431A�D„K, r I / s ,. i ( 1' Rol IS PJLr..11 I s t n 17 .,(P) i` t%15T"Hsil r I '"-�? , a u [A.,PM' C: n55 ^ N N P.,ar C%6S•M:-11 i ' CIA 5 /, -1 ( ,a nAn n , p 1 n T t1lo,. •• ,A a RR I ' ii U3.%N oMR r n f4 11 I E 0 `, 4 - 1MA . 1 11 [ I' %W I", 1 I �, l __..p r PANEL .ENG;•• N t H A I v Men ! I ! A- .tNrlH 1' ,,/1 ; I ' P.NCL LENCT., M I t9EE FLET[,1T10M 11 ) PANEL LENCTN d ; 1 S(( .tl .n l 0 I I OI SHEET 12) ., " , 1l ,E,.TK* p /' I ON ELEVATION 11 ,i 7 „" i I i P tl ( I ON STRAIT l2) lu L I. n 1' V. 1 r (r' •ytr E 1 - ' 1 11 I n 1. %- / F SEPAI,ARON I I ''-SEVApArg. -1 I 1 ;. O I' 10,. 4 1 R TO GLASS i31 II f ( 4 N i r •:1/ ' 11 -- C NG1A'SN a TO T r -, %-- SEPARATION---- , . R / L�� r ; Y I ? 7D ctAss , I Q t ,_1 ! � ''/a I 3 ,- e1rW I ED. - v ED EC. "' I •�,.. IW „ I Oa�!••':1.,';IE. '}x ' 1 .i3.'Ou.�; _ i -' I , TI E0. I, y IO i0. .... _. S 1 EIU V . ...... _.-E ..,_.._. , REUUIREOrtr j �, e'a. 'I A I'�. W.M x.�... ,1/2, kf~ilo,,fl M5 4.. 4 I ' I POLIS . °. 1 a11 . rAPCDN N i•r I .". TA'.4 (a • L2 /7 ac ANCHOR A D O.C. AMf„DR 0 D L + ANCHOR • 4 4, w I 47MFEI1[D W/ S7iW s•AGGERT fI ,• S _. + ,r r,.. r.r;� 1/4'0 TAPCON 2'..• 1C,)G 1 AN610R O D' OC .. 2L.••' Rr0uR1ED f PfouNED .' ( TE i I i Ai [ERi ArIY R-1 AW ALTEMMtYL R- i 9 RE4 TBtM� E_EEL AR DANF I G �SAFETY i SETY PANEL 4.1I�_.PAt" WALL MOUIiTIM MIN'M, WALL MOUNTIM.0, SCARE 3/9-1-A TIE N SC,4L 3/6-•• ' / "•' ..___ .....,& SCANS,''•... . t FLORIDA BUILDING CODE (Non HI h V•lo,.Ry NMrrcome Zon• a0. Nn W, ca 4 V T PA 2 GAGE GALVANIZED STEEL S OR4 NEl 4167 - 4 D CAA.. R. 4 Ir T ARE Y J f .. DESIGN _ _. _ _ _.._.. - I 'ISTALY.A iC)N C ONLY AL _ .. _. — P'PfSSURE RATIRGS (p.l.fp; AND PANE. LENC,IH� 4,; 's * ,, 111l' a _ W ."'"� 4 - -oT717/t.fn 1'(k ELEVATION ON SHEET EZ 5T+4TE C>�" w, 1� 1 L I E. C O 1 N C 1, GLOBAL PROTECTION PRODUCTSI LLC. p7( ..,r • .-..». j I n FOR NEW WOOD FRAME CONSTRUCTION WO00 , 57 F IF..._. a - - F[ �G L'! aHTlP«; Io wu; ° ,e%!W, sl 3/Rt1 _.__ ., r;/.. %!1 RM1I. • 'L.Y2.a'" .. #,. N. w 'N ,Pu+.. wu11r... u,.I DMR. Pt =,. - MEMBER'°: T�+ Rf SOVRIERM PoNE NO 2 W SFECR'IC .+-'�,!• 0-175 I / " 4,� W.. IN.1 r+"• .,.;;Y ;" F,, N P A .„.rM 545. iM Ffe+Wa-Tip 2 IXNyTv OF :)'�'• CAR' E041A9_ I` v, '�)I1kA:-`'''try Ww.,rll➢lDari G. 00011 - 'mr,i, ._�16. .IN YNMM re F i r rIN41iff" .EEL=' w4.TER A. 1N1F a. PE Hi '- 0"M,I 01 1. -_ _.. _._ - - _----- - -- -------- —.-] MIA„...IMUM.,,,AS,SAD• DESIGN PRL%UF.L.BATING (12j, Ah __kp Dkk1d_AhChQR SPACING IpP REGULAR STal;l PANEI. l sr�$TAILAT.iQ._1Q_ EStIREIE �s _�S?ll�$Ei �LDCK STRUCTt�RES i V [, I. ,. I •.H 4IW I ,, l ,re",T'A�-ATIONS AS PER SECTIONS I ThP:, ', ON CIIEr'r5 4 & 5) i ATM 4 5 0. .. ...-;-•�--.._ - _...._'_-`--- - --`__-` ---_-'.-, -_ 4 - __---- • N ANCIrOFS ' FACING trLR M.N E._ ,LIT I-e U,hl Hl(,n - ( AN! y.r+v M M MAJ',LN1M AN!,.IGRL •.,I•AZPti rDD M41 E 21 n'L'+ r:llljlllr UL.,;. Ai'1•'.1rAal1 WMNLw D[S.GN - I-. _ __.._.- - - PANELANFE PNV[IYAT- [ .-_.--..__ .-. t '1'my, .,.I. a,,, I _ __.--. _ ..- _-.-.( L`u6C �rMTE n4NU M, •v _ _ .___- R7 PMIQ MIESSUPLE T11/CO4 SOLID-ST, ]AMAC-HMAM I CALA-IN .!M"•I PRESSURE TAPCON SOLD -El -_ .rAYA;, ,A' a (At. I LLNN 1 _ FEMALE 10 PLUS t w, -1i ?C' [ I • a un 4T1NG A A to ro 0 A to COSONA7,(h 'L' RA11NG To W -' ;U F - �'- )F.' O - Tu^-To - COMMIM:,0.1 1• iP J./) n�N10[Te NCR,[ "'.'"'ONO ILIA LO'nfll IxwoER Or THEM (f.. I) t OKwn:1 •,tfKle�t•.•.b.-:i'. i Nt'+ } aa,lM'i'.inS'N,r ',,� OF ill. (" ) ktc,,]' 1P _ +Y ,>' V' „- u• Ir iJ' +]• u' I fa' _ tT0►) +Y 3', u o In' 1l ,; ) ,- N ,.4• rir• /? 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I . ),FE SAEET7 i'..& S.M 9_16S .i6� i�_LIE ..iAfETY__YAtiEL WALL—MOU'NLIIi6GS Y�ALL MOUNTINGS I SOU( 1/1-1• ..I., I."'O"' UA4t J/!-" �,01'-I,FF k rl(1 4, 1Et SHE.nS Is A )! raft ArcHOQS T WHOP TM »---T `'"� V� .. , ,EN' r : tYP1 b ]iKMG TOR wSTAL,I.40M N'^ I aN,M' tY'CV: 4 _100 I.'D. . %PXCI y NO. 44167 - FLORtOA BUILDING CODE (Non Nlph Velocity Hurrilone Zone) v A•,L• VA SFM:INfi AHU MI, .h,Y • ,:.,-" •' . • k fD01 DfSTArKt ARC AYCrAITD ON MIS �#-_ ee tT4L Gry .1. T+,f ) * £ 71 r , i. IP. SCM:aMt Pon ED. IESS T"` "O'CA"'O s ' - 74 GAGE GALVANIZFD Sim. STORM PANEL C'UAIc.P,... A ST • Db,W T w 9C.['RRE I. S AG S, * TJKY4C lN.A D,,y 41E OF c _ _ -_m MPLIIPVv 11 S/MCMc sw.v oN 3l SRC 1,9DWQ �6) IACAOR Ft ' �' J (. 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I k EMI,:..__ �1 , " .,,a `AI Rig .. _ . a•, II !'I I M• { - - U PARA11ON -3 I ' D (•,ass I 11. 1 ,.l2 2 4' N'17;, ) PtAll u r,:u F/,-P PANELMATC P'LLIS ANCHOR 0 17 t/2• n[, I ALTERNATIVE R-AAW 0 _ R101IAR PANELS 6,LL MOUt4TING5 FIOTn I INSTAL L.AT:O"'e ARE 0%I VA.,D FOR MIN: A.; :. I)ESIGH PRESSg1RE RAT',NGS (D a,) AND -"A.F. LENGTHS AS PER ELEVATION ON SWEET 12. 7 FOR NEW WOOD FRAME COHSTRU JION WOOD ,, vPF,Tc •n 'Ir OtJTIIERN PINE' No 2, W/ SPECIFIC -.. - L--'-----._-.--.-... ._..---.____ . i v v r I IR ,,J Pl l 1 ssis . nc. pro Virtual Review A 1 e1 e1 O FBC 7 h t puns Review camp 2 for compliance with the 202 ! .J14,:1 4"-, by Debra Anne Klahr PX2300 . f r y, i _ -'-' AL_•II r � [�, -n-- r I I 1 GI " 7 I I .. ,,�'.."R "I'll""-.-il GI-1 It" } a 11 L `r W. i 1 p. PANEL LFWGIH II I (SAS EtLVAI*4 R4 , oN SHEET 12) I L � i 1- .L,,AM '. n 'c C¢ASS, I V , I I 1 p' —_ I I I 1 . T , . r1 1/F oG � I__._. r'..' M1VvO .l P ATE I f,,.:"I" A F.M `C1.. I i - o •Y ,C.. . . ,I ALTERNAT}YE R-38W 9 LIFE SAFETY PANE: I jar.• ,, CENT • 9 % W„ 44167 S FLORIDA B'UILDINO CODE Non N4 h Vvioc;ty Nut Icon* Zone)I ^`. •1, ;4- _----� --. D nTO`o. � 24 GAGE GALVANISED STEEL STORM PANEL 16,.. t I c' w .,,'. ,.», �__._,-..� .- _.._,........_.,.»._____.__._.._.....»..____..^.._.. I ��;,:, � A ' ' i i 1 L' E�µ CLOF6AL PROTECTION PRODUCTSf LLG, °"/0,7, '"•,,y st :, C:' rt".' .-"...._ ", 4" aW s1 imlly -_ ___ F/ u, ist,z A LWV M,LIMNo CCIXPTNIIt .,II Err /N Nn.,,+`' • . I. ✓m ,r Nee IK'nNH. A ..N PW.,T_ (.S,yp,1>F�o A. W1. 2O- 1 75 ,. (4s.1PM-6717 e _. Qi r- (f ) (z (3) ` U �O M 3 N 0- Q O M U 0 � (1) C = (10 M (1) _0 U _7 L_ O L (1) Q Q. = O O LL_ — M (D 0 l ram/•�-� - ` l./ .— •� Cn (1)L ^M O I— _C .— C) E z z W J I (1) M L (3.) W _� � M O U) 0_ 0 C- -0 CIO L__ ILL 0 'a^ M l� v i L. MM W W S Z Z Q J 11 SHEET NO, SH 1.4 • SEE TABLE �, FOR NIAx A.,0 DESIGN LOADS & WAX. PANEL L£NOM WEN SPACER R SEE TABLE /t FOR N(A)(. AS.D. DESIGN LOADS &. MAX PANEL I.ENGT1(S tlRi£N SPACER IS USED, CORRESPONDNG CftY TO ALTERNATE 211 ON SHEET S USED. CORRESPONDING ONLY TO ALTERNATE 7W`fIN 4tEE1 b .�_---_- r JAML_il e A.S.D. DESIGN LOAD }N#& LE)O40 PSF DR LESS 6'-8 > 40 PSF TO W PSF 6'-2` > 50 PSF TO W PSI 5*- to* A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSIALLATIONS W/ PANEL. MATE F MALE 10 OR PANEL MATE PLUS ANCHORS & W/ " SP4y(''Ep1WTIA2. O.C. �� . �AGENS ✓'I. Ni 43167 -±-- --: DRI r w_ c _. (.S. ATE OF �-=- .* sy FS, I..v....t, l _____N'I,Ir ,r,.I.1 /'XAMTOV"a"t fLONIDA BUILDING CODE Non Nigh Yeloc'i i urYfcone Zono saw to= er 24 GAO GALVANIZE(') sTTn STORM PANFI fP. 1,� R� -_�,-. ... . GLOBAL PROTECTION PRODUCTS, LLC ")I- I2F��i,s LNCx[IMNi 42a R.M S• L1RP •, r I. R. A yew .rw n o""P• n 'm 20 17S - , ) n, 1. 1'.N r,-.W _ ,RCM. (tl.)IM-1W ,M '01.,iPD-1'Yr i - -`.-_ row .+ •uRN� -- G-o0p47t} _ Y 1tw nik_ A ALA •L _ SL1At 1, a T. .tndo4 LIP. ! «iv _ _ _ _ INSTALLATION DET IA LS FQF__I,I.F�_ SAFETY PANED 1 lNTQ—PP L ED_ CONCRETE OR CONIC ET-F BLOCK STRUCTURES +/:. TWOM EXIST) POULrr.'. JUS11ING POURED .NC.OR A D• O.C. CONCRFTf, 00 A, .N t: , ,. CONCRETE OR 11. REODUPPED BLOCA Mtx71R[D CONCRETE Bl0!l, � 2, I (Z /2• , . .. L_" 114 , MAY I ' 1 ED- 1 u 1 I (D ; I I I E I' Woe I 1 .---SET•AI+ATION I I I I^ ,•. }a.,' P , ti.GS I f4'•'PN,• fFRR,tr µ 1 9 S' R„ry .:o, I. I 3s 6pTM +,N• I.m.. .:A 11 1 =. os rt, CLarIRc! I ( Ir d` I I QA55 q I .' WU a ■(L 1 I ,I.RI LENGTH . , a• ,•ANL. Lt,A,I,I Y _ _ _ i L {5(f fiiWTtDM x 1 (SEL ELEW-YH p )` lAti _ f - 1 ON "[I 12) 4 • ) I ON SHEET t1) e- SEPAMt7DO, r 1 I 10 G1ASS. E P - _- 1 e a 1 1 I I I T T ' l ti L/3 i i 1 y, I 1 a. fx"NG POURED it E'Oe " I E%;iRw C4 I - CONCRFtT ON I Iy' i 5' CONCRETE Ue i CONC r ( NEIN,M - I .v I oc RICIUMD Ot I ... ER+IO4) - CONCRETE R 1 , e 11 1t ''I I ;'4"Y PANELWOIC PENS •; 4 P ,, ^ ,N[>IDP 9 12 1/2• D.c. O RE UL_R..!'ANLLS "(„r.. .... O WE WALL MOUNTINGS SLIME 3/6-I' SEI 1KC1% Is a 16 fCP NIC-Oft "'.0 f 91'ACfKI rOf Ps"."LYrs I.rC „oDD nuME s,4n,.ca ,me AmCIOR SRACl 05 m4l) M'WN•N fODI D6TAICE AR MN'ATED ON IMS SC•4S,AL. •DR ' D LENS I-" 09KATED ON SCN(pI 1 RUPUCt AN6491 i•ACPAI W IAAIPLI„C SPNCMT SVR'1 ON SCMEI i ' e• 1A mot 0 FACTORS FUR INS OPERATION 10 K POSSW RD K't0 SPACING gtANED us" FAt:TDR SNAIL NOT M I CBI, THAN �SPer" WOAIM TOR MICH ANC. J. . ON THIS 10"U't ANCHOR fvK I ,/4-A ,,,}, _ ReI"x�-,,� MAA9W. fNom vAco i PAJ _ .. •.wAARL R tl l ' .. tew.NrM RPM t>Pww __.-__ _...._- .-31n ___ rAAOM dN14 3 _oN) AGR%L RITE own ON Ia0I111 ,/7' odl I • . - T --- " a St -FLORIDA BUILDING CODE Hon High Veiocily M.,ricana zone)I .- :m1, ,vow. PC ' , a VANI T 1 2 GAGE GAL ZED STEEL STORM PANEL DP- _ N, - - ___ T i C O EMI. y a/'," (3LLCBAL PROTECTION PRODUCTS, LLC, Ir hl rs *T{'•4V M"4 CW,PAkY HMI s. •I "^'cl I- "-•'^"-..__... R yY NR f.. P. Ib - AMNNi N IMM. DO W. AL =44 y 1W m•r.0 I.,.L,,, -Role,(&""-,315. IV!661WO.4 7 20-!IS `H..'r.` 1. �__. ,IrPi. w'T I.L�M. w,i w .M _- wiM A laLl N PL Y •r'•'I r .____ i1QI I. M M zA«ia i "-- - t_ I MAXI MUM_ A,S&__DESISR_PR.ESSl1ME L2. _ 9#40 11 .A. AND. QQRRESPONDINQ MAXIKVM ANQtQR3FAWNS7. SCHEDULE E9H_.$ES LAB_STS?FLM PANEL_..NSTALtAfISiL��_l�i1QS9slSf3EI.LAt_D�t±ERETE BLOCK WBMR1 $ (VALID ONLY FOR PANEL INSTALLATIONS AS PER SECIIONS I THRU 6. ON SHEETS 4 & 5) 11h W17M ANCHORS SPACING FOR MOO CO. PER SCHEDULE OUOW - 4��T ' 1,101M M ANCHORS SPICING FOR AM LD PEA SCHEDULE eQOW MAA ,15D. 1[I MAROON 141x AS.D. _.__. TJ�PI ,, NPJUNw 0 SIGN P 1[ PAW2A4.T( PAAtE1 DESIGN RWEIlNTE PANET.MAtE I'll P}r:SURE - TAPCON SOt10-SET FTNALE IO PLUS 2WNC-TWIN CALL( -IN A 0 LEN6-t4 PRESSDRE TAPCON SOLPD-50 FEMALE D REVS YMMC-WJl1N CXI(-R, a L1.5I ., .1) 10 .ciLCp, lSiart.Cl�'Qdo 'g, ,,.M n, 1D ro ;CpK TO C �T� (n.l (P wl.) ro i.OrrGR•C 90rr�[R R ro OaNO[1� -0 LPf"K1E M }p �TQN (n.) 1 1 I , •. , • I t O. , • t } 1 • } , , aP • 1 ,]' 'r J IS ] ,3' Ir ( ) 3 I ] :]' ,]• J ] ] 1]' Y u• 13' /2 + 0 ) 1Y 3 ,• 1 ll' 11• IS' ,r 1J• it ; (VOTTOM) ,r W 7J• 1S• 1r I]' 13• Tr ,3' lr Ir It-_i%r - Timm) -1'r : 1' ..'1:.. 13• ,r I IS•_ -L3• 13• 13* _ Ir 2 (Too) IJ• ,3• 13• I]• Ir ,]• ,3• IS• tr IS- tr 1, 1/T :(TOP) i - - ,•' 1 - U ] I - 1 • , ' t 1 • ? OM IS• 1 13• Ir 1 , t3• t 7 aORO J ,T 3 3 Y 13• tr ] (B'OR ) r J t3' r ] 3 _ _ - _ - ___..._ _ __ _ _ _ _.___ . -_. - �. _ _. )r 1I' I U J• 17 + 13' t]• /) lr -131_ ,J• tr 3 (TOR) S,-6• /3' /]' 1J• 1J' Ir 13- . IT U- IS• 13' Ir 11 1/f 3 (TOP) S,-d_ ___.- - - - _ - - - - '-_ — - _ 17 In'IY I/2 atl'�_.:___!,_.:_;_ "rH' t7 I/2 ,2 V2 - - e t/.' p 1/� 3 (•MHAAI OR - „ t/?•17 In f I/4'If 1/4" 17 ,%7�? - - f f/A` 4 1/•• 3 (IOTTOM) OR } L t f:•:, LESS a' e• • _ r 5, ? r p• p" ! , 1/T' a (TW) D' S +/i• p' A' p' 16 1/?b' T 1/:•p•Ib'a'S•4(TOR)A' M' 4Y e !' f'.. fR A' ! p' !' aOR- --- -- S IT - 11 r 1 11 O,' 1 ,,.L' )!- 1 IT ^3•,3'is' 13.1 1 I 7a RP13' 13' 13 ,3 `S• , It '3' ') fIJD J 3' ^ IS' ,1' { , ]'." 3' tr ,}•1 _......y[ _ .. IS' I]• 13• _!�' 1� i 1.1 'J• ,]' }' .J IJ" li 13" II' IJ' I.I ,r I 1,' 1 tJ' Ir i IS' �II ,,. a pop) • E 1/4" 6 1%4` 6 1/a' 8 1/1' ' tl )/4' a fi!.A 6 (GYU•1 ••', ,.._ . IS, D_43 ,. 6 1 4' 6 ;/: ! t!," ! If.' .. I - i A 1/•'Ia , ., ! (WT7-) ,! ) a fYu ' n.::ES 1] 3 1J Itl 1/2 13' T u' r 'I I;7 5 ,/. 'L' I. i!7 t QDR) ,a]. .e] 1L a IJ W W a t/a' 13' 6 '/2 • '/, 4 I`2• t3' D 1/7 1 (O►) _.- ___. -_ _- _--_ _..___- - - __..- .. _ •n + T r lr . 7 Y 1 1' 7r T' 13• IJ' ,3• D ,f? 11' 4 1/7 /2 /7 'J b' (lOi w; IS fr aJ` ).. 1 ' ,1' 10' ty' it- It' •' Ir !a /!' 1 (enI7OY) ____ ._ ... ... _ �.. .:. _ . -. 111 . ,' .. _ _ ,A, ,r• „ l r /2 •1• ] e n ez' 2 a 7 3�ra _ow I l ,' t r' a '.. 1' t 17 [ -' 1 I t - , V' , '• 1 R 1 ;t' I �1 9 1 0 7 �J' 6 7 e0 Ml J / 3 0 ! , t !' 7 7 (Gonow) I 3 , / ! I ) / l _ .� l I U_ - ,)' �,!'- 3 . 9 1/2 )r � I/2 10 112 ? /2. •3' a 1/1' 3 (TIP) - ,s j7 1/2' 13' I I IJ• 0- ,r W lT fl_I. U•- a 1/T J cw) _ - - - ,2 1/7 1f 1- a ,/.• 0 //•• 12 1/2 ! t/•' - - a 1/A- ,/i 3 (90ROY) ID _ ;, 1/2 12 ,/a• !1/i a �!.• 12 ,-i2•,}2 �f7 - - a 1%4• ! tf4- ] 1e67Tp1O A) T• 14'-4 - - - 9 -a• r !' I] /? T _ /. a' � /T ]' • ,/Y ]' (TOP} /? 3-� d' !' �-2' •' ! 4• 4 /Y 1 ,/T 6 /Y 3' (FOP) _ r _ / •� _ _ _ _ _ m.' I i -- + T - - N +• IJ' U- ,r ! H/? ,3 �9 y2• t0 I/. 7 •3 e t C ! E /: ,3 J 10' !] C " !' 1J' 8 t/7. 6 (IYf 7 1 R T / t f 5 ou O 2 1 1 n 6 1 2. 3 __ i ' a 1- t • _7 0 1 /+ , ! OO ] _ t] J 3 _ 11 1 _ / OOI'Ou - -- - - r 1 - I T • t } I Y$ , 4 b OP r t ' e l` 1 6 2• 9 1 f, ]' 1 r e— '- 1 6 Y ,3' P _. -Y 7 /7 r ( ) r e ] 1S 3 ] / / tr_ ! OP7 a l .• a l 4• a 1. 6 ! l a' e l +' ! BOT7 «/ b L a' ! 1 1' a 9/a a l .' 6 1 4' f t 4• 6 -- ! ! ! / - / / f ) / / / ! --.... _ .-------' - SLE T>41a I I'm ANI„%aS N`f A soAc4. 40 .%tKUAm" MIo am r3Rt e11RDP'Dd. . KINIH, M _GROIN SPMA.Cs Im MPAAM Cox DWANcE W WICAT I) 0,146 M>ED" APO Lb LL5! IW'N eloCKILD ON SLH(DUU REDUCE AND" S"CKA'. f, IA,Kflr.V4 %WIAG L,IOA4+ ON S[;WMIJ. W 14 rUAC .WRNa FTORS IOP 7415 OPCING" ,O If FO154AI PtoUcty s•A(•,� 00.44E I USHG /ACCDA $1 Hitt OF. LESS THAN WP1ANr S 11WD-'O 100 EM:I' NI') WI 1,4•! ON 11-6 SCHIEDULL u MICHOR TYPE ,/A' t/o. 1/,•. I/••. :/•'. I'•. LMSU, _10. M,, , IMII•Wft1 fNML-~ 4'f.-M 1 10'1„IL.•L AWl1CN SPK q.: IM j • s ) D 7 IT 1/7 N.WUMf06H r:A.VITL I-) ! ] I/Y i , ,�� I I.Y _. __ y_- >??-- Ate_ ACh0L MCIE LfllaelCE (E_ IFAC1oE I. ,/! aA; OSD - i � 0w }- - n.16 ' w .ls - SPAGGS NONLY VNA WHEN .SPACER {5"� it+'2 t$ D. VI 9,A}LE I FC,Ily .. DESIGN LOAM A MAX. PANEL LENG1Tt'� WHEN SPACER IS USED _._._ TABLE a I n + A.S.D. DESEON LOAD WAXLMUM PAku LIEN T)( 40 PSF OR LESS 6, .-EL* > 40 PSF TO .MS PSF C 2` > SO PSF TO 6O PSF 5'-,0- A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ "SPACER AT 12 1 /2- 0 C A`1EF AIIT�M/�i Q\ ........... ..'' \CEN `� s1 FLORIDA BUILDING CODE Non IN h VelocityHut ;cone Zone t; i �'A _z,� +NAf, .44167 = s /'��o�o M�_� 24 GAGE GALVANIZED STEEL STORY PANEL a,M' 0, * ' t e � _ / "'I"le -1c_ --- A PRO PRODUCTS, ', GLOB L PROTECTION TS LLC. PRIED"; .`} x > ____� I E�OErae. r aMT tREVwof re y NEE' 110-OOVN.'k .eQ` E 61 '. ORID} •' + /a o'!t7 • # r '.L AiWR. - awL, F J33 , '� �. .:... reel m.,a n. I#.l n,_,u. .IDNC foSINA-S3.s„ fM LLl II}S7 20 1 7:, _ .. P..�...r. t+ ) - t i,.�yyl� L �,�5 ...-U_r1006r,p .erz ,P. w "'." '_Ws :)em- - N Ell 14PtlOR3.,,%_,,,Kx,n+;r..,... ,-..- . PN1U! n RLr .Ir»' Pt it laii I _.•••-• 7M[T 4-W,Ie, 64CHRS !SET !ICI -,INS L A,.T,I•.AIyA', ON SHEET$ 11. 14. IS Ala) . 3 ,A" �R-to/13. R-2A/13, R-SA/14, 4-18/13, R-28/13, R-38/14, s` lout i,M.,O° -I' WN - !'R_TAW/13, R-2AW/1S. R-SAW/16. R-1BW,/15. R-2Bw/15. R-3Bw/15. -MN- �� -F- _ ..i. -_I c"IJ Dr O 0 0 0 0 1 0 O o -. - --- -- - , , i` I I__ I I �, I I I i , 11� __ _ __ . - � - __ __ - _ i) i 1 i I v 2 +/4-.-70.1• S.S tK1LI% W,L'/_ T.• (LSr ,'off PANEL L!'NGM lA.% Q� DVFSt ,'-B•) ,I\ PAHCL LENC-H r�GUTAR S7ONM PANEL 1 `\ REGULAR STORM PANEL e'-e• o .400. -400 pe.t. '', d,, ... . _ . _! 1 .. _ _ _ . �. _ _ .. _ _ _ _ I (e/ OMERIN Ho o' LENGTH ea 1; L Wit yyOORY PANE( .. .. _ _ T•_e' 6 .SOG. -54.0 p...I ('Pro P IRO O PARE). LENGTH BDLt) If .\ i 174 I I A : • 115E ?'-a• WN. PANEL LENGTH _ C., L/4,s-?O.I' '"'(7- A7 M, MOUNhNG3 I 5 s Bars- ' AF IA ()ME I i t I e- 1 0- iVj i � I � r 1.-t AT -'10 i - - WI o LIFT SAfFT" r C ' . ,An.. .,jr,_., ' 0 e , C'.M.. 3�, ---- _' --- - — -- .- -- -- -- -- ------ _..-O/ERIAP _ __ -'YOELAP- ____ O,Q InNG NO Al p� MNC NUT_A.`-'.._ ___ __._ _ 3' MAX if 1 PINE, 9F:V1T PMIFI }- MAi '{ ,N$IALUi1DN$ ONLY VALID FOR WIND 1• lam. N-,A/13, R-2A/13, R-SA/14, R-18/13. R-28/I3. R-38/L4, MIN SPfEC ,s TC t70 T. ,+n 111-1AW/IS. R-2AW/15. R-3AW/16, R-18W/15, R-20W/l5, R-38'W/'6. ANCHORi ISLE SECTIC'N•S . ALTERNAIIVES :A SrtE , 13 11 4,L1 iH1!.- G LFf_SAESTORM P._.fEA TAREGULAR .,",„w4,..,:�...�-�_,°., ...-TJISTDRM PANEL ..-pw7 La9:R4A+/e wer3F vN.I ry 'tJ•lr v-,-,.w. t>., +NN.No aa,, a �' gDRY PANEL y' A "°"�` ;,;�,- t Nino^ ,.___ - f' N , �: F " , aI IS 6 I'• I +Gy' , 1 R oA Ii A 11 _1LzmY•4 a j I\CF4 r / .IAa Cl,n,v ,..., „✓ 1:14' M, ,'S�` % '')G I ......Y .. . L__..._... _ _ m'6.+... _ _ 44f I _ °"- %3 * :TINS FLORIDA BUILDING CODE (Non Hpy,t, Vo1.city Nur Icon* zone) �• a10R' k�FJS,�Ofi10.... �4?}Tr v7p6n,tLL- I 24 GAGE GALVANIZED STEER STORY PANEL PIAHI•P_ r Ot .. LOW PROTECTION PRODUCTS. LLC. 0/l"T" ' -_: 71 L E—T C O , R� DM Hw s.W sl 5TRE, �ECTLON A —A - • tL�-.�� YNpN�,L/l,�ep/YPµV SCALE :/i _I- � (/'';�:p"•'� w,r m �I-- ,•I rc tw.,NtR-7a.a F4w tu.»e.-a7p7 20-175 Ri ILK/1A1M}1M/G1 G-000i1,p �I_�'•'6t2fNTp, A RMA AI, .1 w SO= ,1 v % I .,_...._....____._ ___. _ - ___ ._._-.,_-_-__»_-.- INSTALLATION QETAILS FOR__LIFE SAFETY_ PANEL _t INTO WOOD STRUCLURE I I I ) -- t-- — — -— - ._-- . I. WOOL) HEADER j A •�. � 1-1 . 11�1+r11DO ."Xp MpCp HEADER 1 REQUIRES � i RtGi'P:, %QVItFD y -- - I .,.,, --_ _.-'-7 _.. _ T I a 4 :APCQ. i- - T - --' , .'. TAPCOM ' . n,OR A I' OC i - •N 1 s' ... .•_ NOR O D' 0. �i� ANCHOR O Y O.C. 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PER SCHEDULE OUOW - 4��T ' 1,101M M ANCHORS SPICING FOR AM LD PEA SCHEDULE eQOW MAA ,15D. 1[I MAROON 141x AS.D. _.__. TJ�PI ,, NPJUNw 0 SIGN P 1[ PAW2A4.T( PAAtE1 DESIGN RWEIlNTE PANET.MAtE I'll P}r:SURE - TAPCON SOt10-SET FTNALE IO PLUS 2WNC-TWIN CALL( -IN A 0 LEN6-t4 PRESSDRE TAPCON SOLPD-50 FEMALE D REVS YMMC-WJl1N CXI(-R, a L1.5I ., .1) 10 .ciLCp, lSiart.Cl�'Qdo 'g, ,,.M n, 1D ro ;CpK TO C �T� (n.l (P wl.) ro i.OrrGR•C 90rr�[R R ro OaNO[1� -0 LPf"K1E M }p �TQN (n.) 1 1 I , •. , • I t O. , • t } 1 • } , , aP • 1 ,]' 'r J IS ] ,3' Ir ( ) 3 I ] :]' ,]• J ] ] 1]' Y u• 13' /2 + 0 ) 1Y 3 ,• 1 ll' 11• IS' ,r 1J• it ; (VOTTOM) ,r W 7J• 1S• 1r I]' 13• Tr ,3' lr Ir It-_i%r - Timm) -1'r : 1' ..'1:.. 13• ,r I IS•_ -L3• 13• 13* _ Ir 2 (Too) IJ• ,3• 13• I]• Ir ,]• ,3• IS• tr IS- tr 1, 1/T :(TOP) i - - ,•' 1 - U ] I - 1 • , ' t 1 • ? 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(WT7-) ,! ) a fYu ' n.::ES 1] 3 1J Itl 1/2 13' T u' r 'I I;7 5 ,/. 'L' I. i!7 t QDR) ,a]. .e] 1L a IJ W W a t/a' 13' 6 '/2 • '/, 4 I`2• t3' D 1/7 1 (O►) _.- ___. -_ _- _--_ _..___- - - __..- .. _ •n + T r lr . 7 Y 1 1' 7r T' 13• IJ' ,3• D ,f? 11' 4 1/7 /2 /7 'J b' (lOi w; IS fr aJ` ).. 1 ' ,1' 10' ty' it- It' •' Ir !a /!' 1 (enI7OY) ____ ._ ... ... _ �.. .:. _ . -. 111 . ,' .. _ _ ,A, ,r• „ l r /2 •1• ] e n ez' 2 a 7 3�ra _ow I l ,' t r' a '.. 1' t 17 [ -' 1 I t - , V' , '• 1 R 1 ;t' I �1 9 1 0 7 �J' 6 7 e0 Ml J / 3 0 ! , t !' 7 7 (Gonow) I 3 , / ! I ) / l _ .� l I U_ - ,)' �,!'- 3 . 9 1/2 )r � I/2 10 112 ? /2. •3' a 1/1' 3 (TIP) - ,s j7 1/2' 13' I I IJ• 0- ,r W lT fl_I. U•- a 1/T J cw) _ - - - ,2 1/7 1f 1- a ,/.• 0 //•• 12 1/2 ! t/•' - - a 1/A- ,/i 3 (90ROY) ID _ ;, 1/2 12 ,/a• !1/i a �!.• 12 ,-i2•,}2 �f7 - - a 1%4• ! tf4- ] 1e67Tp1O A) T• 14'-4 - - - 9 -a• r !' I] /? T _ /. a' � /T ]' • ,/Y ]' (TOP} /? 3-� d' !' �-2' •' ! 4• 4 /Y 1 ,/T 6 /Y 3' (FOP) _ r _ / •� _ _ _ _ _ m.' I i -- + T - - N +• IJ' U- ,r ! H/? ,3 �9 y2• t0 I/. 7 •3 e t C ! E /: ,3 J 10' !] C " !' 1J' 8 t/7. 6 (IYf 7 1 R T / t f 5 ou O 2 1 1 n 6 1 2. 3 __ i ' a 1- t • _7 0 1 /+ , ! OO ] _ t] J 3 _ 11 1 _ / OOI'Ou - -- - - r 1 - I T • t } I Y$ , 4 b OP r t ' e l` 1 6 2• 9 1 f, ]' 1 r e— '- 1 6 Y ,3' P _. -Y 7 /7 r ( ) r e ] 1S 3 ] / / tr_ ! OP7 a l .• a l 4• a 1. 6 ! l a' e l +' ! BOT7 «/ b L a' ! 1 1' a 9/a a l .' 6 1 4' f t 4• 6 -- ! ! ! / - / / f ) / / / ! --.... _ .-------' - SLE T>41a I I'm ANI„%aS N`f A soAc4. 40 .%tKUAm" MIo am r3Rt e11RDP'Dd. . KINIH, M _GROIN SPMA.Cs Im MPAAM Cox DWANcE W WICAT I) 0,146 M>ED" APO Lb LL5! IW'N eloCKILD ON SLH(DUU REDUCE AND" S"CKA'. f, IA,Kflr.V4 %WIAG L,IOA4+ ON S[;WMIJ. W 14 rUAC .WRNa FTORS IOP 7415 OPCING" ,O If FO154AI PtoUcty s•A(•,� 00.44E I USHG /ACCDA $1 Hitt OF. LESS THAN WP1ANr S 11WD-'O 100 EM:I' NI') WI 1,4•! ON 11-6 SCHIEDULL u MICHOR TYPE ,/A' t/o. 1/,•. I/••. :/•'. I'•. LMSU, _10. M,, , IMII•Wft1 fNML-~ 4'f.-M 1 10'1„IL.•L AWl1CN SPK q.: IM j • s ) D 7 IT 1/7 N.WUMf06H r:A.VITL I-) ! ] I/Y i , ,�� I I.Y _. __ y_- >??-- Ate_ ACh0L MCIE LfllaelCE (E_ IFAC1oE I. ,/! aA; OSD - i � 0w }- - n.16 ' w .ls - SPAGGS NONLY VNA WHEN .SPACER {5"� it+'2 t$ D. VI 9,A}LE I FC,Ily .. DESIGN LOAM A MAX. PANEL LENG1Tt'� WHEN SPACER IS USED _._._ TABLE a I n + A.S.D. DESEON LOAD WAXLMUM PAku LIEN T)( 40 PSF OR LESS 6, .-EL* > 40 PSF TO .MS PSF C 2` > SO PSF TO 6O PSF 5'-,0- A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ "SPACER AT 12 1 /2- 0 C A`1EF AIIT�M/�i Q\ ........... ..'' \CEN `� s1 FLORIDA BUILDING CODE Non IN h VelocityHut ;cone Zone t; i �'A _z,� +NAf, .44167 = s /'��o�o M�_� 24 GAGE GALVANIZED STEEL STORY PANEL a,M' 0, * ' t e � _ / "'I"le -1c_ --- A PRO PRODUCTS, ', GLOB L PROTECTION TS LLC. PRIED"; .`} x > ____� I E�OErae. r aMT tREVwof re y NEE' 110-OOVN.'k .eQ` E 61 '. ORID} •' + /a o'!t7 • # r '.L AiWR. - awL, F J33 , '� �. .:... reel m.,a n. I#.l n,_,u. .IDNC foSINA-S3.s„ fM LLl II}S7 20 1 7:, _ .. P..�...r. t+ ) - t i,.�yyl� L �,�5 ...-U_r1006r,p .erz ,P. w "'." '_Ws :)em- - N Ell 14PtlOR3.,,%_,,,Kx,n+;r..,... ,-..- . PN1U! n RLr .Ir»' Pt it laii I _.•••-• 7M[T 4-W,Ie, 64CHRS !SET !ICI -,INS L A,.T,I•.AIyA', ON SHEET$ 11. 14. IS Ala) . 3 ,A" �R-to/13. R-2A/13, R-SA/14, 4-18/13, R-28/13, R-38/14, s` lout i,M.,O° -I' WN - !'R_TAW/13, R-2AW/1S. R-SAW/16. R-1BW,/15. R-2Bw/15. R-3Bw/15. -MN- �� -F- _ ..i. -_I c"IJ Dr O 0 0 0 0 1 0 O o -. - --- -- - , , i` I I__ I I �, I I I i , 11� __ _ __ . - � - __ __ - _ i) i 1 i I v 2 +/4-.-70.1• S.S tK1LI% W,L'/_ T.• (LSr ,'off PANEL L!'NGM lA.% Q� DVFSt ,'-B•) ,I\ PAHCL LENC-H r�GUTAR S7ONM PANEL 1 `\ REGULAR STORM PANEL e'-e• o .400. -400 pe.t. '', d,, ... . _ . _! 1 .. _ _ _ . �. _ _ .. _ _ _ _ I (e/ OMERIN Ho o' LENGTH ea 1; L Wit yyOORY PANE( .. .. _ _ T•_e' 6 .SOG. -54.0 p...I ('Pro P IRO O PARE). LENGTH BDLt) If .\ i 174 I I A : • 115E ?'-a• WN. PANEL LENGTH _ C., L/4,s-?O.I' '"'(7- A7 M, MOUNhNG3 I 5 s Bars- ' AF IA ()ME I i t I e- 1 0- iVj i � I � r 1.-t AT -'10 i - - WI o LIFT SAfFT" r C ' . ,An.. .,jr,_., ' 0 e , C'.M.. 3�, ---- _' --- - — -- .- -- -- -- -- ------ _..-O/ERIAP _ __ -'YOELAP- ____ O,Q InNG NO Al p� MNC NUT_A.`-'.._ ___ __._ _ 3' MAX if 1 PINE, 9F:V1T PMIFI }- MAi '{ ,N$IALUi1DN$ ONLY VALID FOR WIND 1• lam. N-,A/13, R-2A/13, R-SA/14, R-18/13. R-28/I3. R-38/L4, MIN SPfEC ,s TC t70 T. ,+n 111-1AW/IS. R-2AW/15. R-3AW/16, R-18W/15, R-20W/l5, R-38'W/'6. ANCHORi ISLE SECTIC'N•S . ALTERNAIIVES :A SrtE , 13 11 4,L1 iH1!.- G LFf_SAESTORM P._.fEA TAREGULAR .,",„w4,..,:�...�-�_,°., ...-TJISTDRM PANEL ..-pw7 La9:R4A+/e wer3F vN.I ry 'tJ•lr v-,-,.w. t>., +NN.No aa,, a �' gDRY PANEL y' A "°"�` ;,;�,- t Nino^ ,.___ - f' N , �: F " , aI IS 6 I'• I +Gy' , 1 R oA Ii A 11 _1LzmY•4 a j I\CF4 r / .IAa Cl,n,v ,..., „✓ 1:14' M, ,'S�` % '')G I ......Y .. . L__..._... _ _ m'6.+... _ _ 44f I _ °"- %3 * :TINS FLORIDA BUILDING CODE (Non Hpy,t, Vo1.city Nur Icon* zone) �• a10R' k�FJS,�Ofi10.... �4?}Tr v7p6n,tLL- I 24 GAGE GALVANIZED STEER STORY PANEL PIAHI•P_ r Ot .. LOW PROTECTION PRODUCTS. LLC. 0/l"T" ' -_: 71 L E—T C O , R� DM Hw s.W sl 5TRE, �ECTLON A —A - • tL�-.�� YNpN�,L/l,�ep/YPµV SCALE :/i _I- � (/'';�:p"•'� w,r m �I-- ,•I rc tw.,NtR-7a.a F4w tu.»e.-a7p7 20-175 Ri ILK/1A1M}1M/G1 G-000i1,p �I_�'•'6t2fNTp, A RMA AI, .1 w SO= ,1 v % I .,_...._....____._ ___. _ - ___ ._._-.,_-_-__»_-.- INSTALLATION QETAILS FOR__LIFE SAFETY_ PANEL _t INTO WOOD STRUCLURE I I I ) -- t-- — — -— - ._-- . I. WOOL) HEADER j A •�. � 1-1 . 11�1+r11DO ."Xp MpCp HEADER 1 REQUIRES � i RtGi'P:, %QVItFD y -- - I .,.,, --_ _.-'-7 _.. _ T I a 4 :APCQ. i- - T - --' , .'. TAPCOM ' . n,OR A I' OC i - •N 1 s' ... .•_ NOR O D' 0. �i� ANCHOR O Y O.C. I I , J i 12.', 1 .2 ' (2) T4l I A �.. ,2. 1 lun f ` /2-,L..._ .,`. 1 1...d...»... ttJ4' 'ff• '+f4` i r _ .. .,..... , v _ fi� YpT' N.+ Wn I A MI 1I 1 M✓Y j � ( -11 bi, r � l �IIT } I I u . , r.-7f.a•A� n �'I ^ I I I') L.. 1 . 1 j- ,I•I - I ! , Lk 51 It I ,/a••t0'1• 1 , r 431A�D„K, r I / s ,. i ( 1' Rol IS PJLr..11 I s t n 17 .,(P) i` t%15T"Hsil r I '"-�? , a u [A.,PM' C: n55 ^ N N P.,ar C%6S•M:-11 i ' CIA 5 /, -1 ( ,a nAn n , p 1 n T t1lo,. •• ,A a RR I ' ii U3.%N oMR r n f4 11 I E 0 `, 4 - 1MA . 1 11 [ I' %W I", 1 I �, l __..p r PANEL .ENG;•• N t H A I v Men ! I ! A- .tNrlH 1' ,,/1 ; I ' P.NCL LENCT., M I t9EE FLET[,1T10M 11 ) PANEL LENCTN d ; 1 S(( .tl .n l 0 I I OI SHEET 12) ., " , 1l ,E,.TK* p /' I ON ELEVATION 11 ,i 7 „" i I i P tl ( I ON STRAIT l2) lu L I. n 1' V. 1 r (r' •ytr E 1 - ' 1 11 I n 1. %- / F SEPAI,ARON I I ''-SEVApArg. -1 I 1 ;. O I' 10,. 4 1 R TO GLASS i31 II f ( 4 N i r •:1/ ' 11 -- C NG1A'SN a TO T r -, %-- SEPARATION---- , . R / L�� r ; Y I ? 7D ctAss , I Q t ,_1 ! � ''/a I 3 ,- e1rW I ED. - v ED EC. "' I •�,.. IW „ I Oa�!••':1.,';IE. '}x ' 1 .i3.'Ou.�; _ i -' I , TI E0. I, y IO i0. .... _. S 1 EIU V . ...... _.-E ..,_.._. , REUUIREOrtr j �, e'a. 'I A I'�. W.M x.�... ,1/2, kf~ilo,,fl M5 4.. 4 I ' I POLIS . °. 1 a11 . rAPCDN N i•r I .". TA'.4 (a • L2 /7 ac ANCHOR A D O.C. AMf„DR 0 D L + ANCHOR • 4 4, w I 47MFEI1[D W/ S7iW s•AGGERT fI ,• S _. + ,r r,.. r.r;� 1/4'0 TAPCON 2'..• 1C,)G 1 AN610R O D' OC .. 2L.••' Rr0uR1ED f PfouNED .' ( TE i I i Ai [ERi ArIY R-1 AW ALTEMMtYL R- i 9 RE4 TBtM� E_EEL AR DANF I G �SAFETY i SETY PANEL 4.1I�_.PAt" WALL MOUIiTIM MIN'M, WALL MOUNTIM.0, SCARE 3/9-1-A TIE N SC,4L 3/6-•• ' / "•' ..___ .....,& SCANS,''•... . t FLORIDA BUILDING CODE (Non HI h V•lo,.Ry NMrrcome Zon• a0. Nn W, ca 4 V T PA 2 GAGE GALVANIZED STEEL S OR4 NEl 4167 - 4 D CAA.. R. 4 Ir T ARE Y J f .. DESIGN _ _. _ _ _.._.. - I 'ISTALY.A iC)N C ONLY AL _ .. _. — P'PfSSURE RATIRGS (p.l.fp; AND PANE. LENC,IH� 4,; 's * ,, 111l' a _ W ."'"� 4 - -oT717/t.fn 1'(k ELEVATION ON SHEET EZ 5T+4TE C>�" w, 1� 1 L I E. C O 1 N C 1, GLOBAL PROTECTION PRODUCTSI LLC. p7( ..,r • .-..». j I n FOR NEW WOOD FRAME CONSTRUCTION WO00 , 57 F IF..._. a - - F[ �G L'! aHTlP«; Io wu; ° ,e%!W, sl 3/Rt1 _.__ ., r;/.. %!1 RM1I. • 'L.Y2.a'" .. #,. N. w 'N ,Pu+.. wu11r... u,.I DMR. Pt =,. - MEMBER'°: T�+ Rf SOVRIERM PoNE NO 2 W SFECR'IC .+-'�,!• 0-175 I / " 4,� W.. IN.1 r+"• .,.;;Y ;" F,, N P A .„.rM 545. iM Ffe+Wa-Tip 2 IXNyTv OF :)'�'• CAR' E041A9_ I` v, '�)I1kA:-`'''try Ww.,rll➢lDari G. 00011 - 'mr,i, ._�16. .IN YNMM re F i r rIN41iff" .EEL=' w4.TER A. 1N1F a. PE Hi '- 0"M,I 01 1. -_ _.. _._ - - _----- - -- -------- —.-] MIA„...IMUM.,,,AS,SAD• DESIGN PRL%UF.L.BATING (12j, Ah __kp Dkk1d_AhChQR SPACING IpP REGULAR STal;l PANEI. l sr�$TAILAT.iQ._1Q_ EStIREIE �s _�S?ll�$Ei �LDCK STRUCTt�RES i V [, I. ,. 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M,, , IMII•Wft1 fNML-~ 4'f.-M 1 10'1„IL.•L AWl1CN SPK q.: IM j • s ) D 7 IT 1/7 N.WUMf06H r:A.VITL I-) ! ] I/Y i , ,�� I I.Y _. __ y_- >??-- Ate_ ACh0L MCIE LfllaelCE (E_ IFAC1oE I. ,/! aA; OSD - i � 0w }- - n.16 ' w .ls - SPAGGS NONLY VNA WHEN .SPACER {5"� it+'2 t$ D. VI 9,A}LE I FC,Ily .. DESIGN LOAM A MAX. PANEL LENG1Tt'� WHEN SPACER IS USED _._._ TABLE a I n + A.S.D. DESEON LOAD WAXLMUM PAku LIEN T)( 40 PSF OR LESS 6, .-EL* > 40 PSF TO .MS PSF C 2` > SO PSF TO 6O PSF 5'-,0- A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ "SPACER AT 12 1 /2- 0 C A`1EF AIIT�M/�i Q\ ........... ..'' \CEN `� s1 FLORIDA BUILDING CODE Non IN h VelocityHut ;cone Zone t; i �'A _z,� +NAf, .44167 = s /'��o�o M�_� 24 GAGE GALVANIZED STEEL STORY PANEL a,M' 0, * ' t e � _ / "'I"le -1c_ --- A PRO PRODUCTS, ', GLOB L PROTECTION TS LLC. PRIED"; .`} x > ____� I E�OErae. r aMT tREVwof re y NEE' 110-OOVN.'k .eQ` E 61 '. ORID} •' + /a o'!t7 • # r '.L AiWR. - awL, F J33 , '� �. .:... reel m.,a n. I#.l n,_,u. .IDNC foSINA-S3.s„ fM LLl II}S7 20 1 7:, _ .. P..�...r. t+ ) - t i,.�yyl� L �,�5 ...-U_r1006r,p .erz ,P. w "'." '_Ws :)em- - N Ell 14PtlOR3.,,%_,,,Kx,n+;r..,... ,-..- . PN1U! n RLr .Ir»' Pt it laii I _.•••-• 7M[T 4-W,Ie, 64CHRS !SET !ICI -,INS L A,.T,I•.AIyA', ON SHEET$ 11. 14. IS Ala) . 3 ,A" �R-to/13. R-2A/13, R-SA/14, 4-18/13, R-28/13, R-38/14, s` lout i,M.,O° -I' WN - !'R_TAW/13, R-2AW/1S. R-SAW/16. R-1BW,/15. R-2Bw/15. R-3Bw/15. -MN- �� -F- _ ..i. -_I c"IJ Dr O 0 0 0 0 1 0 O o -. - --- -- - , , i` I I__ I I �, I I I i , 11� __ _ __ . - � - __ __ - _ i) i 1 i I v 2 +/4-.-70.1• S.S tK1LI% W,L'/_ T.• (LSr ,'off PANEL L!'NGM lA.% Q� DVFSt ,'-B•) ,I\ PAHCL LENC-H r�GUTAR S7ONM PANEL 1 `\ REGULAR STORM PANEL e'-e• o .400. -400 pe.t. '', d,, ... . _ . _! 1 .. _ _ _ . �. _ _ .. _ _ _ _ I (e/ OMERIN Ho o' LENGTH ea 1; L Wit yyOORY PANE( .. .. _ _ T•_e' 6 .SOG. -54.0 p...I ('Pro P IRO O PARE). LENGTH BDLt) If .\ i 174 I I A : • 115E ?'-a• WN. PANEL LENGTH _ C., L/4,s-?O.I' '"'(7- A7 M, MOUNhNG3 I 5 s Bars- ' AF IA ()ME I i t I e- 1 0- iVj i � I � r 1.-t AT -'10 i - - WI o LIFT SAfFT" r C ' . ,An.. .,jr,_., ' 0 e , C'.M.. 3�, ---- _' --- - — -- .- -- -- -- -- ------ _..-O/ERIAP _ __ -'YOELAP- ____ O,Q InNG NO Al p� MNC NUT_A.`-'.._ ___ __._ _ 3' MAX if 1 PINE, 9F:V1T PMIFI }- MAi '{ ,N$IALUi1DN$ ONLY VALID FOR WIND 1• lam. N-,A/13, R-2A/13, R-SA/14, R-18/13. R-28/I3. R-38/L4, MIN SPfEC ,s TC t70 T. ,+n 111-1AW/IS. R-2AW/15. R-3AW/16, R-18W/15, R-20W/l5, R-38'W/'6. ANCHORi ISLE SECTIC'N•S . ALTERNAIIVES :A SrtE , 13 11 4,L1 iH1!.- G LFf_SAESTORM P._.fEA TAREGULAR .,",„w4,..,:�...�-�_,°., ...-TJISTDRM PANEL ..-pw7 La9:R4A+/e wer3F vN.I ry 'tJ•lr v-,-,.w. t>., +NN.No aa,, a �' gDRY PANEL y' A "°"�` ;,;�,- t Nino^ ,.___ - f' N , �: F " , aI IS 6 I'• I +Gy' , 1 R oA Ii A 11 _1LzmY•4 a j I\CF4 r / .IAa Cl,n,v ,..., „✓ 1:14' M, ,'S�` % '')G I ......Y .. . L__..._... _ _ m'6.+... _ _ 44f I _ °"- %3 * :TINS FLORIDA BUILDING CODE (Non Hpy,t, Vo1.city Nur Icon* zone) �• a10R' k�FJS,�Ofi10.... �4?}Tr v7p6n,tLL- I 24 GAGE GALVANIZED STEER STORY PANEL PIAHI•P_ r Ot .. LOW PROTECTION PRODUCTS. LLC. 0/l"T" ' -_: 71 L E—T C O , R� DM Hw s.W sl 5TRE, �ECTLON A —A - • tL�-.�� YNpN�,L/l,�ep/YPµV SCALE :/i _I- � (/'';�:p"•'� w,r m �I-- ,•I rc tw.,NtR-7a.a F4w tu.»e.-a7p7 20-175 Ri ILK/1A1M}1M/G1 G-000i1,p �I_�'•'6t2fNTp, A RMA AI, .1 w SO= ,1 v % I .,_...._....____._ ___. _ - ___ ._._-.,_-_-__»_-.- INSTALLATION QETAILS FOR__LIFE SAFETY_ PANEL _t INTO WOOD STRUCLURE I I I ) -- t-- — — -— - ._-- . I. WOOL) HEADER j A •�. � 1-1 . 11�1+r11DO ."Xp MpCp HEADER 1 REQUIRES � i RtGi'P:, %QVItFD y -- - I .,.,, --_ _.-'-7 _.. _ T I a 4 :APCQ. i- - T - --' , .'. TAPCOM ' . n,OR A I' OC i - •N 1 s' ... .•_ NOR O D' 0. �i� ANCHOR O Y O.C. I I , J i 12.', 1 .2 ' (2) T4l I A �.. ,2. 1 lun f ` /2-,L..._ .,`. 1 1...d...»... ttJ4' 'ff• '+f4` i r _ .. .,..... , v _ fi� YpT' N.+ Wn I A MI 1I 1 M✓Y j � ( -11 bi, r � l �IIT } I I u . , r.-7f.a•A� n �'I ^ I I I') L.. 1 . 1 j- ,I•I - I ! , Lk 51 It I ,/a••t0'1• 1 , r 431A�D„K, r I / s ,. i ( 1' Rol IS PJLr..11 I s t n 17 .,(P) i` t%15T"Hsil r I '"-�? , a u [A.,PM' C: n55 ^ N N P.,ar C%6S•M:-11 i ' CIA 5 /, -1 ( ,a nAn n , p 1 n T t1lo,. •• ,A a RR I ' ii U3.%N oMR r n f4 11 I E 0 `, 4 - 1MA . 1 11 [ I' %W I", 1 I �, l __..p r PANEL .ENG;•• N t H A I v Men ! I ! A- .tNrlH 1' ,,/1 ; I ' P.NCL LENCT., M I t9EE FLET[,1T10M 11 ) PANEL LENCTN d ; 1 S(( .tl .n l 0 I I OI SHEET 12) ., " , 1l ,E,.TK* p /' I ON ELEVATION 11 ,i 7 „" i I i P tl ( I ON STRAIT l2) lu L I. n 1' V. 1 r (r' •ytr E 1 - ' 1 11 I n 1. %- / F SEPAI,ARON I I ''-SEVApArg. -1 I 1 ;. O I' 10,. 4 1 R TO GLASS i31 II f ( 4 N i r •:1/ ' 11 -- C NG1A'SN a TO T r -, %-- SEPARATION---- , . R / L�� r ; Y I ? 7D ctAss , I Q t ,_1 ! � ''/a I 3 ,- e1rW I ED. - v ED EC. "' I •�,.. IW „ I Oa�!••':1.,';IE. '}x ' 1 .i3.'Ou.�; _ i -' I , TI E0. I, y IO i0. .... _. S 1 EIU V . ...... _.-E ..,_.._. , REUUIREOrtr j �, e'a. 'I A I'�. W.M x.�... ,1/2, kf~ilo,,fl M5 4.. 4 I ' I POLIS . °. 1 a11 . rAPCDN N i•r I .". TA'.4 (a • L2 /7 ac ANCHOR A D O.C. AMf„DR 0 D L + ANCHOR • 4 4, w I 47MFEI1[D W/ S7iW s•AGGERT fI ,• S _. + ,r r,.. r.r;� 1/4'0 TAPCON 2'..• 1C,)G 1 AN610R O D' OC .. 2L.••' Rr0uR1ED f PfouNED .' ( TE i I i Ai [ERi ArIY R-1 AW ALTEMMtYL R- i 9 RE4 TBtM� E_EEL AR DANF I G �SAFETY i SETY PANEL 4.1I�_.PAt" WALL MOUIiTIM MIN'M, WALL MOUNTIM.0, SCARE 3/9-1-A TIE N SC,4L 3/6-•• ' / "•' ..___ .....,& SCANS,''•... . t FLORIDA BUILDING CODE (Non HI h V•lo,.Ry NMrrcome Zon• a0. Nn W, ca 4 V T PA 2 GAGE GALVANIZED STEEL S OR4 NEl 4167 - 4 D CAA.. R. 4 Ir T ARE Y J f .. DESIGN _ _. _ _ _.._.. - I 'ISTALY.A iC)N C ONLY AL _ .. _. — P'PfSSURE RATIRGS (p.l.fp; AND PANE. LENC,IH� 4,; 's * ,, 111l' a _ W ."'"� 4 - -oT717/t.fn 1'(k ELEVATION ON SHEET EZ 5T+4TE C>�" w, 1� 1 L I E. C O 1 N C 1, GLOBAL PROTECTION PRODUCTSI LLC. p7( ..,r • .-..». j I n FOR NEW WOOD FRAME CONSTRUCTION WO00 , 57 F IF..._. a - - F[ �G L'! aHTlP«; Io wu; ° ,e%!W, sl 3/Rt1 _.__ ., r;/.. %!1 RM1I. • 'L.Y2.a'" .. #,. N. w 'N ,Pu+.. wu11r... u,.I DMR. Pt =,. - MEMBER'°: T�+ Rf SOVRIERM PoNE NO 2 W SFECR'IC .+-'�,!• 0-175 I / " 4,� W.. IN.1 r+"• .,.;;Y ;" F,, N P A .„.rM 545. iM Ffe+Wa-Tip 2 IXNyTv OF :)'�'• CAR' E041A9_ I` v, '�)I1kA:-`'''try Ww.,rll➢lDari G. 00011 - 'mr,i, ._�16. .IN YNMM re F i r rIN41iff" .EEL=' w4.TER A. 1N1F a. PE Hi '- 0"M,I 01 1. -_ _.. _._ - - _----- - -- -------- —.-] MIA„...IMUM.,,,AS,SAD• DESIGN PRL%UF.L.BATING (12j, Ah __kp Dkk1d_AhChQR SPACING IpP REGULAR STal;l PANEI. l sr�$TAILAT.iQ._1Q_ EStIREIE �s _�S?ll�$Ei �LDCK STRUCTt�RES i V [, I. ,. I •.H 4IW I ,, l ,re",T'A�-ATIONS AS PER SECTIONS I ThP:, ', ON CIIEr'r5 4 & 5) i ATM 4 5 0. .. ...-;-•�--.._ - _...._'_-`--- - --`__-` ---_-'.-, -_ 4 - __---- • N ANCIrOFS ' FACING trLR M.N E._ ,LIT I-e U,hl Hl(,n - ( AN! y.r+v M M MAJ',LN1M AN!,.IGRL •.,I•AZPti rDD M41 E 21 n'L'+ r:llljlllr UL.,;. Ai'1•'.1rAal1 WMNLw D[S.GN - I-. _ __.._.- - - PANELANFE PNV[IYAT- [ .-_.--..__ .-. t '1'my, .,.I. a,,, I _ __.--. _ ..- _-.-.( L`u6C �rMTE n4NU M, •v _ _ .___- R7 PMIQ MIESSUPLE T11/CO4 SOLID-ST, ]AMAC-HMAM I CALA-IN .!M"•I PRESSURE TAPCON SOLD -El -_ .rAYA;, ,A' a (At. I LLNN 1 _ FEMALE 10 PLUS t w, -1i ?C' [ I • a un 4T1NG A A to ro 0 A to COSONA7,(h 'L' RA11NG To W -' ;U F - �'- )F.' O - Tu^-To - COMMIM:,0.1 1• iP J./) n�N10[Te NCR,[ "'.'"'ONO ILIA LO'nfll IxwoER Or THEM (f.. I) t OKwn:1 •,tfKle�t•.•.b.-:i'. i Nt'+ } aa,lM'i'.inS'N,r ',,� OF ill. (" ) ktc,,]' 1P _ +Y ,>' V' „- u• Ir iJ' +]• u' I fa' _ tT0►) +Y 3', u o In' 1l ,; ) ,- N ,.4• rir• /? (too) ,.r „• ,] +S' I w 1 1y- IS- 1 •2' 3 W (BORON) _ 13_.le ,l7- .,]'_�,l'- ' S- I v ,0' '/r` - I (WTIC"T t— -- --- I1' •3• U' :1' F -I-1s__l. _)3' +J• ,)' ,]' -7 (TOP) ,]• 1'. _Ir -a ,/?' _ •s- 4 •, :.'!-'s + - Ir +!Y 2 (TGo) 1_ _ -T- 13* I + 1' � 7' .. J' , ' !' I I J- 1,-,S'- ,0' - ( _) T' s 1 0 , / v' a-l80T79u . ---!fl: .. ION rIOP) ., 7 LS I S• .. . , ' 1 , • . I - 3 VCR ( .' _ . + (e0 OM) OR I 1/aY /2 fi ,/ f , 1- i♦ II IC, v) nP p: I I I ,. •. I. ,'O^, - IE`5 ' .. !- •2- 7_.. - 5z -a- 1 .' . i/1'1 J.. , - 4 I,-, '.UtS „1 i .. ,' R• G 1. E a , , kHl i 0' i ' e- a" /2 P. t MS . , i ♦ � ,3' 4' 13" 9' 10� 7 1/7' 13' 6- ] (TCP) I_....... ,}• r X3' t4" { � j I ., IS I.'2 I � /? 0 '/1 +• n' 1J' i D' S (BORON) .. ' 9.7, •3„ � ,� .... „ ` I ]- , l I. ,A ",* 7 12 . t/2' 4 1 - a OP ,3. ,, I ^ i I / , l" n n ) DHao-5a _ ,�� , 'v. �., rti .„. I --.i 1. .. ry - ♦ .,� _ ;, r. 'a �!c' - e o/l•1E ;14' 6 lMGiTr-! t � 1,, .r3. -7] tl" - (u0P1 ,cu. -d< "u '/TI _ a I/?• - }'-6 I/$_' ] 1/2' S ,/?' IJ• '+ ,/]' , fT0P1 t3- t 7 I/7 L (BO'TQM) � 1J' 1r �•'- - 1_3' _p _ 9' t_ ) 1/2• _tr a• t fBOtTTIY) �s ' 7 i'2' _ . (TOP) 1J' n• 1]' 4 +/]" Ia' • /? I/2' /?• aJ' /2• (POP) ] / __ _. - - ' , 1. i 4 u y+Sp1 1 T- D 7' 1tl r:n-1 'v 3 7 1 � - � C ., 6' I.. 7 (eoTT J , J• 3 ., , J' /2 -- = - - - — {{ 4. ,Nn1tNj1 1G . . / .i,' A / ! (atr•ICW, ,y1Ogr I ,/2 3 1 '.' I P,- I L 7 s' J /2'' : _ ♦ (Tool I 9 -O >- 3. a 5 1/1 I . , !' 3' 6 rV 2 1/2- 4 (TOP) 7'-S' •' e- _ . ,.,. - I;. I... a. i - e. I (DC_ ", a- ) - a r' 6' ! - -_ ! 12 - r 4 feorvM) -. - ----}---- - - -' -- - --- - 7 1 ',' /2'. 7' D ', , t , 13• '3' 9' ,!• 9 0 /:• •S' = ( ) lr a e• 3 ,• ,- / .- ,:... - 1 _ _ - '--- - -- '- - j1 i .t. I 1 - 1 1' 7 ,a Y �li'.. i , 7' 7 %' ]' 1 I MI , .t -_ ;`I n i I i P• 3' . ___ 1-__ ' IL__ _'_ __--�_�___.�._ '` ."- ______.__ :- :_ �I W ., _. _ ._._ , .-._,_.. ____ ._ In Sall I I " ANiIIM -f a I, V W. Tr]IM 110IYI, NIV M000 FRwr OUIJLLWIM' . ,eOMlM ANOOR yoACIWA AND L.NN,A. EDGE 9WANCl AM, 110G,1YAi ON n,6 SPM.[Alld t,Pr T.D LESS TMA• IIOC,•LTI ON 3C1ILS7,AE ACW:t 14CN0r, SPA ft% 41 IALLOV HMG IAACM 51%*Mm C„, lC.9116 3 N TO, '.,'I.41G •AC'M I" TW4 OK.P-1 P, to eC -%6SM, 9rAxtD SPACWI artme" UMG MN.A u.euL Wn (W 3S TM $104" Pi3CAtre " f.k. "WIC. _r ON THIS - .. ,_ ' ACIIaII WK ONAPO,C -I' . , I ,/I• I I , A' : ,• 3 'n• •• -SPA DNIY VALtlD w4E n' - ! r' `P Af. - p,-: , ' - DESRGN LOAD.`: A MAX PANEL cn ti _A''.LN SPACER � la _SF E:. -__j A.S.O. D£'S)ON LOAD MWOMUM PANEL 4f� _. LE•..4.. . - --r- - --- n it H d ' -:1. P. "AVEL LENGTHS ARE OA Y VAUD FOR INSTALLATIONS A" `A;1, � SET ANCHORS & W/ SPACER AT 12 t/2- C.C. 4f P: : t\G "S. 9 - FLORIDA BUILDING COOS (Non NI h YeloeNy Nurckon• Zone) 0. 44167 c1o7o mi'M, KL 24 GAGE GALVANIZED STEEL STORY PANEL , Im )R : Ar k S7,ATE Ot ,-p - . i L E C O , Nc GLOBAL PROTECTION PRODUCTS, LLC. °t/1an01P '... 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I i - o •Y ,C.. . . ,I ALTERNAT}YE R-38W 9 LIFE SAFETY PANE: I jar.• ,, CENT • 9 % W„ 44167 S FLORIDA B'UILDINO CODE Non N4 h Vvioc;ty Nut Icon* Zone)I ^`. •1, ;4- _----� --. D nTO`o. � 24 GAGE GALVANISED STEEL STORM PANEL 16,.. t I c' w .,,'. ,.», �__._,-..� .- _.._,........_.,.»._____.__._.._.....»..____..^.._.. I ��;,:, � A ' ' i i 1 L' E�µ CLOF6AL PROTECTION PRODUCTSf LLG, °"/0,7, '"•,,y st :, C:' rt".' .-"...._ ", 4" aW s1 imlly -_ ___ F/ u, ist,z A LWV M,LIMNo CCIXPTNIIt .,II Err /N Nn.,,+`' • . I. ✓m ,r Nee IK'nNH. A ..N PW.,T_ (.S,yp,1>F�o A. W1. 2O- 1 75 ,. (4s.1PM-6717 e _. Qi r- (f ) (z (3) ` U �O M 3 N 0- Q O M U 0 � (1) C = (10 M (1) _0 U _7 L_ O L (1) Q Q. = O O LL_ — M (D 0 l ram/•�-� - ` l./ .— •� Cn (1)L ^M O I— _C .— C) E z z W J I (1) M L (3.) W _� � M O U) 0_ 0 C- -0 CIO L__ ILL 0 'a^ M l� v i L. MM W W S Z Z Q J 11 SHEET NO, SH 1.4 -FLORIDA BUILDING CODE Hon High Veiocily M.,ricana zone)I .- :m1, ,vow. PC ' , a VANI T 1 2 GAGE GAL ZED STEEL STORM PANEL DP- _ N, - - ___ T i C O EMI. y a/'," (3LLCBAL PROTECTION PRODUCTS, LLC, Ir hl rs *T{'•4V M"4 CW,PAkY HMI s. •I "^'cl I- "-•'^"-..__... R yY NR f.. P. Ib - AMNNi N IMM. DO W. AL =44 y 1W m•r.0 I.,.L,,, -Role,(&""-,315. IV!661WO.4 7 20-!IS `H..'r.` 1. �__. ,IrPi. w'T I.L�M. w,i w .M _- wiM A laLl N PL Y •r'•'I r .____ i1QI I. M M zA«ia i "-- - t_ I MAXI MUM_ A,S&__DESISR_PR.ESSl1ME L2. _ 9#40 11 .A. AND. QQRRESPONDINQ MAXIKVM ANQtQR3FAWNS7. SCHEDULE E9H_.$ES LAB_STS?FLM PANEL_..NSTALtAfISiL��_l�i1QS9slSf3EI.LAt_D�t±ERETE BLOCK WBMR1 $ (VALID ONLY FOR PANEL INSTALLATIONS AS PER SECIIONS I THRU 6. ON SHEETS 4 & 5) 11h W17M ANCHORS SPACING FOR MOO CO. PER SCHEDULE OUOW - 4��T ' 1,101M M ANCHORS SPICING FOR AM LD PEA SCHEDULE eQOW MAA ,15D. 1[I MAROON 141x AS.D. _.__. 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M,, , IMII•Wft1 fNML-~ 4'f.-M 1 10'1„IL.•L AWl1CN SPK q.: IM j • s ) D 7 IT 1/7 N.WUMf06H r:A.VITL I-) ! ] I/Y i , ,�� I I.Y _. __ y_- >??-- Ate_ ACh0L MCIE LfllaelCE (E_ IFAC1oE I. ,/! aA; OSD - i � 0w }- - n.16 ' w .ls - SPAGGS NONLY VNA WHEN .SPACER {5"� it+'2 t$ D. VI 9,A}LE I FC,Ily .. DESIGN LOAM A MAX. PANEL LENG1Tt'� WHEN SPACER IS USED _._._ TABLE a I n + A.S.D. DESEON LOAD WAXLMUM PAku LIEN T)( 40 PSF OR LESS 6, .-EL* > 40 PSF TO .MS PSF C 2` > SO PSF TO 6O PSF 5'-,0- A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ "SPACER AT 12 1 /2- 0 C A`1EF AIIT�M/�i Q\ ........... ..'' \CEN `� s1 FLORIDA BUILDING CODE Non IN h VelocityHut ;cone Zone t; i �'A _z,� +NAf, .44167 = s /'��o�o M�_� 24 GAGE GALVANIZED STEEL STORY PANEL a,M' 0, * ' t e � _ / "'I"le -1c_ --- A PRO PRODUCTS, ', GLOB L PROTECTION TS LLC. PRIED"; .`} x > ____� I E�OErae. r aMT tREVwof re y NEE' 110-OOVN.'k .eQ` E 61 '. 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R / L�� r ; Y I ? 7D ctAss , I Q t ,_1 ! � ''/a I 3 ,- e1rW I ED. - v ED EC. "' I •�,.. IW „ I Oa�!••':1.,';IE. '}x ' 1 .i3.'Ou.�; _ i -' I , TI E0. I, y IO i0. .... _. S 1 EIU V . ...... _.-E ..,_.._. , REUUIREOrtr j �, e'a. 'I A I'�. W.M x.�... ,1/2, kf~ilo,,fl M5 4.. 4 I ' I POLIS . °. 1 a11 . rAPCDN N i•r I .". TA'.4 (a • L2 /7 ac ANCHOR A D O.C. AMf„DR 0 D L + ANCHOR • 4 4, w I 47MFEI1[D W/ S7iW s•AGGERT fI ,• S _. + ,r r,.. r.r;� 1/4'0 TAPCON 2'..• 1C,)G 1 AN610R O D' OC .. 2L.••' Rr0uR1ED f PfouNED .' ( TE i I i Ai [ERi ArIY R-1 AW ALTEMMtYL R- i 9 RE4 TBtM� E_EEL AR DANF I G �SAFETY i SETY PANEL 4.1I�_.PAt" WALL MOUIiTIM MIN'M, WALL MOUNTIM.0, SCARE 3/9-1-A TIE N SC,4L 3/6-•• ' / "•' ..___ .....,& SCANS,''•... . t FLORIDA BUILDING CODE (Non HI h V•lo,.Ry NMrrcome Zon• a0. Nn W, ca 4 V T PA 2 GAGE GALVANIZED STEEL S OR4 NEl 4167 - 4 D CAA.. R. 4 Ir T ARE Y J f .. DESIGN _ _. _ _ _.._.. - I 'ISTALY.A iC)N C ONLY AL _ .. _. — P'PfSSURE RATIRGS (p.l.fp; AND PANE. 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I k EMI,:..__ �1 , " .,,a `AI Rig .. _ . a•, II !'I I M• { - - U PARA11ON -3 I ' D (•,ass I 11. 1 ,.l2 2 4' N'17;, ) PtAll u r,:u F/,-P PANELMATC P'LLIS ANCHOR 0 17 t/2• n[, I ALTERNATIVE R-AAW 0 _ R101IAR PANELS 6,LL MOUt4TING5 FIOTn I INSTAL L.AT:O"'e ARE 0%I VA.,D FOR MIN: A.; :. I)ESIGH PRESSg1RE RAT',NGS (D a,) AND -"A.F. LENGTHS AS PER ELEVATION ON SWEET 12. 7 FOR NEW WOOD FRAME COHSTRU JION WOOD ,, vPF,Tc •n 'Ir OtJTIIERN PINE' No 2, W/ SPECIFIC -.. - L--'-----._-.--.-... ._..---.____ . i v v r I IR ,,J Pl l 1 ssis . nc. pro Virtual Review A 1 e1 e1 O FBC 7 h t puns Review camp 2 for compliance with the 202 ! .J14,:1 4"-, by Debra Anne Klahr PX2300 . f r y, i _ -'-' AL_•II r � [�, -n-- r I I 1 GI " 7 I I .. ,,�'.."R "I'll""-.-il GI-1 It" } a 11 L `r W. i 1 p. PANEL LFWGIH II I (SAS EtLVAI*4 R4 , oN SHEET 12) I L � i 1- .L,,AM '. n 'c C¢ASS, I V , I I 1 p' —_ I I I 1 . T , . r1 1/F oG � I__._. r'..' M1VvO .l P ATE I f,,.:"I" A F.M `C1.. I i - o •Y ,C.. . . ,I ALTERNAT}YE R-38W 9 LIFE SAFETY PANE: I jar.• ,, CENT • 9 % W„ 44167 S FLORIDA B'UILDINO CODE Non N4 h Vvioc;ty Nut Icon* Zone)I ^`. •1, ;4- _----� --. D nTO`o. � 24 GAGE GALVANISED STEEL STORM PANEL 16,.. t I c' w .,,'. ,.», �__._,-..� .- _.._,........_.,.»._____.__._.._.....»..____..^.._.. I ��;,:, � A ' ' i i 1 L' E�µ CLOF6AL PROTECTION PRODUCTSf LLG, °"/0,7, '"•,,y st :, C:' rt".' .-"...._ ", 4" aW s1 imlly -_ ___ F/ u, ist,z A LWV M,LIMNo CCIXPTNIIt .,II Err /N Nn.,,+`' • . I. ✓m ,r Nee IK'nNH. A ..N PW.,T_ (.S,yp,1>F�o A. W1. 2O- 1 75 ,. (4s.1PM-6717 e _. Qi r- (f ) (z (3) ` U �O M 3 N 0- Q O M U 0 � (1) C = (10 M (1) _0 U _7 L_ O L (1) Q Q. = O O LL_ — M (D 0 l ram/•�-� - ` l./ .— •� Cn (1)L ^M O I— _C .— C) E z z W J I (1) M L (3.) W _� � M O U) 0_ 0 C- -0 CIO L__ ILL 0 'a^ M l� v i L. MM W W S Z Z Q J 11 SHEET NO, SH 1.4 A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ "SPACER AT 12 1 /2- 0 C A`1EF AIIT�M/�i Q\ ........... ..'' \CEN `� s1 FLORIDA BUILDING CODE Non IN h VelocityHut ;cone Zone t; i �'A _z,� +NAf, .44167 = s /'��o�o M�_� 24 GAGE GALVANIZED STEEL STORY PANEL a,M' 0, * ' t e � _ / "'I"le -1c_ --- A PRO PRODUCTS, ', GLOB L PROTECTION TS LLC. PRIED"; .`} x > ____� I E�OErae. r aMT tREVwof re y NEE' 110-OOVN.'k .eQ` E 61 '. ORID} •' + /a o'!t7 • # r '.L AiWR. - awL, F J33 , '� �. .:... reel m.,a n. I#.l n,_,u. .IDNC foSINA-S3.s„ fM LLl II}S7 20 1 7:, _ .. P..�...r. t+ ) - t i,.�yyl� L �,�5 ...-U_r1006r,p .erz ,P. w "'." '_Ws :)em- - N Ell 14PtlOR3.,,%_,,,Kx,n+;r..,... ,-..- . PN1U! n RLr .Ir»' Pt it laii I _.•••-• 7M[T 4-W,Ie, 64CHRS !SET !ICI -,INS L A,.T,I•.AIyA', ON SHEET$ 11. 14. IS Ala) . 3 ,A" �R-to/13. R-2A/13, R-SA/14, 4-18/13, R-28/13, R-38/14, s` lout i,M.,O° -I' WN - !'R_TAW/13, R-2AW/1S. R-SAW/16. R-1BW,/15. R-2Bw/15. R-3Bw/15. -MN- �� -F- _ ..i. -_I c"IJ Dr O 0 0 0 0 1 0 O o -. - --- -- - , , i` I I__ I I �, I I I i , 11� __ _ __ . - � - __ __ - _ i) i 1 i I v 2 +/4-.-70.1• S.S tK1LI% W,L'/_ T.• (LSr ,'off PANEL L!'NGM lA.% Q� DVFSt ,'-B•) ,I\ PAHCL LENC-H r�GUTAR S7ONM PANEL 1 `\ REGULAR STORM PANEL e'-e• o .400. -400 pe.t. '', d,, ... . _ . _! 1 .. _ _ _ . �. _ _ .. _ _ _ _ I (e/ OMERIN Ho o' LENGTH ea 1; L Wit yyOORY PANE( .. .. _ _ T•_e' 6 .SOG. -54.0 p...I ('Pro P IRO O PARE). LENGTH BDLt) If .\ i 174 I I A : • 115E ?'-a• WN. PANEL LENGTH _ C., L/4,s-?O.I' '"'(7- A7 M, MOUNhNG3 I 5 s Bars- ' AF IA ()ME I i t I e- 1 0- iVj i � I � r 1.-t AT -'10 i - - WI o LIFT SAfFT" r C ' . ,An.. .,jr,_., ' 0 e , C'.M.. 3�, ---- _' --- - — -- .- -- -- -- -- ------ _..-O/ERIAP _ __ -'YOELAP- ____ O,Q InNG NO Al p� MNC NUT_A.`-'.._ ___ __._ _ 3' MAX if 1 PINE, 9F:V1T PMIFI }- MAi '{ ,N$IALUi1DN$ ONLY VALID FOR WIND 1• lam. N-,A/13, R-2A/13, R-SA/14, R-18/13. R-28/I3. R-38/L4, MIN SPfEC ,s TC t70 T. ,+n 111-1AW/IS. R-2AW/15. R-3AW/16, R-18W/15, R-20W/l5, R-38'W/'6. ANCHORi ISLE SECTIC'N•S . ALTERNAIIVES :A SrtE , 13 11 4,L1 iH1!.- G LFf_SAESTORM P._.fEA TAREGULAR .,",„w4,..,:�...�-�_,°., ...-TJISTDRM PANEL ..-pw7 La9:R4A+/e wer3F vN.I ry 'tJ•lr v-,-,.w. t>., +NN.No aa,, a �' gDRY PANEL y' A "°"�` ;,;�,- t Nino^ ,.___ - f' N , �: F " , aI IS 6 I'• I +Gy' , 1 R oA Ii A 11 _1LzmY•4 a j I\CF4 r / .IAa Cl,n,v ,..., „✓ 1:14' M, ,'S�` % '')G I ......Y .. . L__..._... _ _ m'6.+... _ _ 44f I _ °"- %3 * :TINS FLORIDA BUILDING CODE (Non Hpy,t, Vo1.city Nur Icon* zone) �• a10R' k�FJS,�Ofi10.... �4?}Tr v7p6n,tLL- I 24 GAGE GALVANIZED STEER STORY PANEL PIAHI•P_ r Ot .. LOW PROTECTION PRODUCTS. LLC. 0/l"T" ' -_: 71 L E—T C O , R� DM Hw s.W sl 5TRE, �ECTLON A —A - • tL�-.�� YNpN�,L/l,�ep/YPµV SCALE :/i _I- � (/'';�:p"•'� w,r m �I-- ,•I rc tw.,NtR-7a.a F4w tu.»e.-a7p7 20-175 Ri ILK/1A1M}1M/G1 G-000i1,p �I_�'•'6t2fNTp, A RMA AI, .1 w SO= ,1 v % I .,_...._....____._ ___. _ - ___ ._._-.,_-_-__»_-.- INSTALLATION QETAILS FOR__LIFE SAFETY_ PANEL _t INTO WOOD STRUCLURE I I I ) -- t-- — — -— - ._-- . I. WOOL) HEADER j A •�. � 1-1 . 11�1+r11DO ."Xp MpCp HEADER 1 REQUIRES � i RtGi'P:, %QVItFD y -- - I .,.,, --_ _.-'-7 _.. _ T I a 4 :APCQ. i- - T - --' , .'. TAPCOM ' . n,OR A I' OC i - •N 1 s' ... .•_ NOR O D' 0. �i� ANCHOR O Y O.C. I I , J i 12.', 1 .2 ' (2) T4l I A �.. ,2. 1 lun f ` /2-,L..._ .,`. 1 1...d...»... ttJ4' 'ff• '+f4` i r _ .. .,..... , v _ fi� YpT' N.+ Wn I A MI 1I 1 M✓Y j � ( -11 bi, r � l �IIT } I I u . , r.-7f.a•A� n �'I ^ I I I') L.. 1 . 1 j- ,I•I - I ! , Lk 51 It I ,/a••t0'1• 1 , r 431A�D„K, r I / s ,. i ( 1' Rol IS PJLr..11 I s t n 17 .,(P) i` t%15T"Hsil r I '"-�? , a u [A.,PM' C: n55 ^ N N P.,ar C%6S•M:-11 i ' CIA 5 /, -1 ( ,a nAn n , p 1 n T t1lo,. •• ,A a RR I ' ii U3.%N oMR r n f4 11 I E 0 `, 4 - 1MA . 1 11 [ I' %W I", 1 I �, l __..p r PANEL .ENG;•• N t H A I v Men ! I ! A- .tNrlH 1' ,,/1 ; I ' P.NCL LENCT., M I t9EE FLET[,1T10M 11 ) PANEL LENCTN d ; 1 S(( .tl .n l 0 I I OI SHEET 12) ., " , 1l ,E,.TK* p /' I ON ELEVATION 11 ,i 7 „" i I i P tl ( I ON STRAIT l2) lu L I. n 1' V. 1 r (r' •ytr E 1 - ' 1 11 I n 1. %- / F SEPAI,ARON I I ''-SEVApArg. -1 I 1 ;. O I' 10,. 4 1 R TO GLASS i31 II f ( 4 N i r •:1/ ' 11 -- C NG1A'SN a TO T r -, %-- SEPARATION---- , . R / L�� r ; Y I ? 7D ctAss , I Q t ,_1 ! � ''/a I 3 ,- e1rW I ED. - v ED EC. "' I •�,.. IW „ I Oa�!••':1.,';IE. '}x ' 1 .i3.'Ou.�; _ i -' I , TI E0. I, y IO i0. .... _. S 1 EIU V . ...... _.-E ..,_.._. , REUUIREOrtr j �, e'a. 'I A I'�. W.M x.�... ,1/2, kf~ilo,,fl M5 4.. 4 I ' I POLIS . °. 1 a11 . rAPCDN N i•r I .". TA'.4 (a • L2 /7 ac ANCHOR A D O.C. AMf„DR 0 D L + ANCHOR • 4 4, w I 47MFEI1[D W/ S7iW s•AGGERT fI ,• S _. + ,r r,.. r.r;� 1/4'0 TAPCON 2'..• 1C,)G 1 AN610R O D' OC .. 2L.••' Rr0uR1ED f PfouNED .' ( TE i I i Ai [ERi ArIY R-1 AW ALTEMMtYL R- i 9 RE4 TBtM� E_EEL AR DANF I G �SAFETY i SETY PANEL 4.1I�_.PAt" WALL MOUIiTIM MIN'M, WALL MOUNTIM.0, SCARE 3/9-1-A TIE N SC,4L 3/6-•• ' / "•' ..___ .....,& SCANS,''•... . t FLORIDA BUILDING CODE (Non HI h V•lo,.Ry NMrrcome Zon• a0. Nn W, ca 4 V T PA 2 GAGE GALVANIZED STEEL S OR4 NEl 4167 - 4 D CAA.. R. 4 Ir T ARE Y J f .. DESIGN _ _. _ _ _.._.. - I 'ISTALY.A iC)N C ONLY AL _ .. _. — P'PfSSURE RATIRGS (p.l.fp; AND PANE. LENC,IH� 4,; 's * ,, 111l' a _ W ."'"� 4 - -oT717/t.fn 1'(k ELEVATION ON SHEET EZ 5T+4TE C>�" w, 1� 1 L I E. C O 1 N C 1, GLOBAL PROTECTION PRODUCTSI LLC. p7( ..,r • .-..». j I n FOR NEW WOOD FRAME CONSTRUCTION WO00 , 57 F IF..._. a - - F[ �G L'! aHTlP«; Io wu; ° ,e%!W, sl 3/Rt1 _.__ ., r;/.. %!1 RM1I. • 'L.Y2.a'" .. #,. N. w 'N ,Pu+.. wu11r... u,.I DMR. Pt =,. - MEMBER'°: T�+ Rf SOVRIERM PoNE NO 2 W SFECR'IC .+-'�,!• 0-175 I / " 4,� W.. IN.1 r+"• .,.;;Y ;" F,, N P A .„.rM 545. iM Ffe+Wa-Tip 2 IXNyTv OF :)'�'• CAR' E041A9_ I` v, '�)I1kA:-`'''try Ww.,rll➢lDari G. 00011 - 'mr,i, ._�16. .IN YNMM re F i r rIN41iff" .EEL=' w4.TER A. 1N1F a. PE Hi '- 0"M,I 01 1. -_ _.. _._ - - _----- - -- -------- —.-] MIA„...IMUM.,,,AS,SAD• DESIGN PRL%UF.L.BATING (12j, Ah __kp Dkk1d_AhChQR SPACING IpP REGULAR STal;l PANEI. l sr�$TAILAT.iQ._1Q_ EStIREIE �s _�S?ll�$Ei �LDCK STRUCTt�RES i V [, I. ,. 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I',- ' �L o r, 109' [,,-.j, _ rVLLft tlxTSH a I[Na,NLLMNf CRW AN, ,i Nor arRit . •. .w- (-II c,_,ueRefoe'S. _., �. fw dn.Aft p r .... . 20- t 75 ��...rr� __ .. y NY..Mr.. .. 1 _w .+ ..__ _ . . .. 'N..' ANTH i/iKAA, loLo'n� t..caoana isPl *,,. Q. ._ rl!m T1.P '!"'" 'nr�. .N, _ 0"" w .... P.1 „ 1q EFTA 4 ,T411' t 'Frl r. , b .3 _-�.�....»...,.,.,..r�........,».....»,_.....,...rSDAW LF:uT�.-'+T.�.I,:,.�..,..,,rw°, wr�.......,,...r...rt+.,...,.�w-...-.__._, �I� INSTALLATION DETAILS FO�� AF Y PANEL 1 INTO PQU_ EE_CQ CRATE Q$_�Q��ET� BLOCK STRUCTURES 1/4-6 tAPSON UIST'm POI, vET' 1/4'0 1APCON E.ISTM POURED 1/4'. IAPC„r, FIISTvr. POURED 1/4•0 TAPCON Ed(ISTING POURED WICHCM O 9. OG L'YDNCRETC OR ANCHOR • 9' DC, CONCRCTt O! ANCHOR a R' OC CDNCRF7E OR ANCHOR O D` DC C[1=111TE OR 'CDNCRE7E BLOC, :/I CONC4CIC W.00. CONCRETE BLOC, ,"l I CONCRETE SLOCK ,,Ig I RESRMRLD .i' . REONIRED ) RF:OUIFED. k RFOU'PF,0 1 I ;i - I t t1 fi I ,/.' q _ ,_11_ /7 ,,, ....•,p... •u, I y". -' 1... r+'. MI, rl , ,.. 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I k EMI,:..__ �1 , " .,,a `AI Rig .. _ . a•, II !'I I M• { - - U PARA11ON -3 I ' D (•,ass I 11. 1 ,.l2 2 4' N'17;, ) PtAll u r,:u F/,-P PANELMATC P'LLIS ANCHOR 0 17 t/2• n[, I ALTERNATIVE R-AAW 0 _ R101IAR PANELS 6,LL MOUt4TING5 FIOTn I INSTAL L.AT:O"'e ARE 0%I VA.,D FOR MIN: A.; :. I)ESIGH PRESSg1RE RAT',NGS (D a,) AND -"A.F. LENGTHS AS PER ELEVATION ON SWEET 12. 7 FOR NEW WOOD FRAME COHSTRU JION WOOD ,, vPF,Tc •n 'Ir OtJTIIERN PINE' No 2, W/ SPECIFIC -.. - L--'-----._-.--.-... ._..---.____ . i v v r I IR ,,J Pl l 1 ssis . nc. pro Virtual Review A 1 e1 e1 O FBC 7 h t puns Review camp 2 for compliance with the 202 ! .J14,:1 4"-, by Debra Anne Klahr PX2300 . f r y, i _ -'-' AL_•II r � [�, -n-- r I I 1 GI " 7 I I .. ,,�'.."R "I'll""-.-il GI-1 It" } a 11 L `r W. i 1 p. PANEL LFWGIH II I (SAS EtLVAI*4 R4 , oN SHEET 12) I L � i 1- .L,,AM '. n 'c C¢ASS, I V , I I 1 p' —_ I I I 1 . T , . r1 1/F oG � I__._. r'..' M1VvO .l P ATE I f,,.:"I" A F.M `C1.. I i - o •Y ,C.. . . ,I ALTERNAT}YE R-38W 9 LIFE SAFETY PANE: I jar.• ,, CENT • 9 % W„ 44167 S FLORIDA B'UILDINO CODE Non N4 h Vvioc;ty Nut Icon* Zone)I ^`. •1, ;4- _----� --. D nTO`o. � 24 GAGE GALVANISED STEEL STORM PANEL 16,.. t I c' w .,,'. ,.», �__._,-..� .- _.._,........_.,.»._____.__._.._.....»..____..^.._.. I ��;,:, � A ' ' i i 1 L' E�µ CLOF6AL PROTECTION PRODUCTSf LLG, °"/0,7, '"•,,y st :, C:' rt".' .-"...._ ", 4" aW s1 imlly -_ ___ F/ u, ist,z A LWV M,LIMNo CCIXPTNIIt .,II Err /N Nn.,,+`' • . I. ✓m ,r Nee IK'nNH. A ..N PW.,T_ (.S,yp,1>F�o A. W1. 2O- 1 75 ,. (4s.1PM-6717 e _. Qi r- (f ) (z (3) ` U �O M 3 N 0- Q O M U 0 � (1) C = (10 M (1) _0 U _7 L_ O L (1) Q Q. = O O LL_ — M (D 0 l ram/•�-� - ` l./ .— •� Cn (1)L ^M O I— _C .— C) E z z W J I (1) M L (3.) W _� � M O U) 0_ 0 C- -0 CIO L__ ILL 0 'a^ M l� v i L. MM W W S Z Z Q J 11 SHEET NO, SH 1.4 64CHRS !SET !ICI -,INS L A,.T,I•.AIyA', ON SHEET$ 11. 14. IS Ala) . 3 ,A" �R-to/13. 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R / L�� r ; Y I ? 7D ctAss , I Q t ,_1 ! � ''/a I 3 ,- e1rW I ED. - v ED EC. "' I •�,.. IW „ I Oa�!••':1.,';IE. '}x ' 1 .i3.'Ou.�; _ i -' I , TI E0. I, y IO i0. .... _. S 1 EIU V . ...... _.-E ..,_.._. , REUUIREOrtr j �, e'a. 'I A I'�. W.M x.�... ,1/2, kf~ilo,,fl M5 4.. 4 I ' I POLIS . °. 1 a11 . rAPCDN N i•r I .". TA'.4 (a • L2 /7 ac ANCHOR A D O.C. AMf„DR 0 D L + ANCHOR • 4 4, w I 47MFEI1[D W/ S7iW s•AGGERT fI ,• S _. + ,r r,.. r.r;� 1/4'0 TAPCON 2'..• 1C,)G 1 AN610R O D' OC .. 2L.••' Rr0uR1ED f PfouNED .' ( TE i I i Ai [ERi ArIY R-1 AW ALTEMMtYL R- i 9 RE4 TBtM� E_EEL AR DANF I G �SAFETY i SETY PANEL 4.1I�_.PAt" WALL MOUIiTIM MIN'M, WALL MOUNTIM.0, SCARE 3/9-1-A TIE N SC,4L 3/6-•• ' / "•' ..___ .....,& SCANS,''•... . t FLORIDA BUILDING CODE (Non HI h V•lo,.Ry NMrrcome Zon• a0. Nn W, ca 4 V T PA 2 GAGE GALVANIZED STEEL S OR4 NEl 4167 - 4 D CAA.. R. 4 Ir T ARE Y J f .. DESIGN _ _. _ _ _.._.. - I 'ISTALY.A iC)N C ONLY AL _ .. _. — P'PfSSURE RATIRGS (p.l.fp; AND PANE. LENC,IH� 4,; 's * ,, 111l' a _ W ."'"� 4 - -oT717/t.fn 1'(k ELEVATION ON SHEET EZ 5T+4TE C>�" w, 1� 1 L I E. C O 1 N C 1, GLOBAL PROTECTION PRODUCTSI LLC. p7( ..,r • .-..». j I n FOR NEW WOOD FRAME CONSTRUCTION WO00 , 57 F IF..._. a - - F[ �G L'! aHTlP«; Io wu; ° ,e%!W, sl 3/Rt1 _.__ ., r;/.. %!1 RM1I. • 'L.Y2.a'" .. #,. N. w 'N ,Pu+.. wu11r... u,.I DMR. Pt =,. - MEMBER'°: T�+ Rf SOVRIERM PoNE NO 2 W SFECR'IC .+-'�,!• 0-175 I / " 4,� W.. IN.1 r+"• .,.;;Y ;" F,, N P A .„.rM 545. iM Ffe+Wa-Tip 2 IXNyTv OF :)'�'• CAR' E041A9_ I` v, '�)I1kA:-`'''try Ww.,rll➢lDari G. 00011 - 'mr,i, ._�16. .IN YNMM re F i r rIN41iff" .EEL=' w4.TER A. 1N1F a. PE Hi '- 0"M,I 01 1. -_ _.. _._ - - _----- - -- -------- —.-] MIA„...IMUM.,,,AS,SAD• DESIGN PRL%UF.L.BATING (12j, Ah __kp Dkk1d_AhChQR SPACING IpP REGULAR STal;l PANEI. l sr�$TAILAT.iQ._1Q_ EStIREIE �s _�S?ll�$Ei �LDCK STRUCTt�RES i V [, I. ,. 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MM W W S Z Z Q J 11 SHEET NO, SH 1.4 I_ I, I , I ___ - I 19 I I I ! I 1, I I I I I ---..-. . -.—.—..--.. I LN5TALLA1199 TAlll-_.F9R_5LR1U_ZQDQ __E,-Z_ HAND _5TQ_RV__FAN_E,L..1' EZI/18, LR-TQ---P-Q.-V.R-EP.-..CQNCRETE... CONCIRET-L-ILWK-ANDLY QD STRUCTURE +E71w/l8 ANCHORS I F 1 (!,IF 3ECV*4 UP At ALrMWIWE ale ON !n-W 18) ': (SEX I' W, I CINCIVETE ►OR - --- ----- f t"et, tomosector - I MR, I �,(SEE wf �) iff).'o ,3 � �,w 5'LSM: sr`i,IJAL., � � CO)NDIE . cow"PEIT OLOL". !I . ANCHall a Ir ctc� --- - - I - - ----.— - . � PIT OUIOVIED� I I I ��w I . ___1 . . � - - - .. __.___ ----- I .z I - � - 41 I a.. ALLR.sewov " f - I . 11 .-- I . - - POP ,'or : . -10, itsill* HEX WAD TFR . . - - - - ::-------:----.'-'I.- , r===p� * 'L -11 - �1 , _. � j'--1* .,E- HEAD 7E* =_ . . ___ _ — I LAr.T PANEL' ' ir"'. I . - � - Ili, -/1• `UIC4* - .�: .,zAr.c. � - - - . 4/7"f . it, _ ? I_- - , ?I - 7- I'll - 7" j'i�j:__:=_j?,_7 I - I PROVIDED NIL/ -rA%"AfNt"_L �. !;-C L' -:L N�,TALLA-ION of PNTLNOEU li� ,1 a �. I SCAE* 064* "N" IFQ.H`10 . I . I., I I I 11 r . 10CE OF ECIGF or - . V TO BE IN17ALLE. "M 1-1<.�)! ,_ir lro..00111[ f I' foli "" *6` " , � i I . C-*, .,I V�� *� .. [ I ; � _` ! _ . . � i j. . I � --- ji4 � I . _ ; . I � I . � 1. , C9, I 9) . i . I 1z I I : � , - � NOTES : �- -_ - , i , . I , . � , -,6 I' 11 I.- - _ 1 ! . I � , . ! I 4 2' I I i I I ?I I I ? I . I i i - i i i.. . i .1-L, I .1 1, it i . , ��rx � LO I 1 , - I T , , ; , . � I , _ � I . I. 7rtT I , i_--l- I 1, I I I, , ; - * Cq:,,4 IPACKS lop A, 9070"'t I I- I I , * 11 7 1 7 , i (1) I S, I , it A. N ��f 29P&I E-1 '"Ll ''Whil PANG_ " ! 0 i ., . . � li,tw � ciu P* I � ", FIrl, . Ist'l I, lw�,,�RiPAJ,EL) I 111' (itsoTr;-�R PANEL) (END PANEL) � j L 4 i � ; I I i 3 4 i 1 , � I ! I - z I I : ! � I SEE NOTES 2, �. 4 1 f�A'4 t'� FOWL ALOrOTS FA CONAINNECTED TO BOTTOM IRACk I . I , � . �' ,�, ..M,* : 3 , ;z. I � . , , � �. ,/, . , .1-17. L_� I ; j !it -,Svp I I 0 ,e. ., - 11 I riAP CA!i Skk L BC PROVOED AT TOP X SOCHI �`s il�� . I .. it � � , � ! � 1.__LLL - VAX 0 1;1 � ,�. I I I : I f ,,, : "7 , � I � � 4 I I : : � ois'. ; IF " .1 , 11R., 101 'AM, ; I � i . I * - / 40 P I r- SE I-AMWN i � " I - wo, I I I - - � � " , ,�&, A, -- ur,'�.,, = 10 CLASS txm HE; _ ".T" : - --A'L/=. I * ( , . �3) if trW 'ssii Nil tIIN, 1-L � , 40F,CARI TRACN. CDWCTMDh /is,. SEP - I � LctisS:�T P I / "O -, � � '� � 4 V - W/ `�'A""1,137" WoNr, . _; U. " I's.= 4 ED GIASS, I RIWI III Poth!L,� .,' 1,'tUt ;,,1J.I' ' NUI 1A 1/4'OIS/4' V., tils,utll�'.�_Rfif, �; I , isil'i-P W.I� I �i PNE1 a , I , � , , C, k NLN " , -- 10 . SNAI I I I I . , piv'r I . , I ., I S S Rai, NO -44, MACY Lf.>CATsQI4 OW FASTENERS MAY BE' A .p ,.,r -0�r ; : .. . I I 1 z'74"As EA C, W so I � .1 I , 01-0, I (SIE1 soPPIL)CABLE) FkTEpICIR rLAT FLANGES Of END PANEL ,/e.-m. 6'-O* � . i 1 � � � Us Iso.", As , I ! " � I , � J I -1 11,1 i - I , .. , I., ", ". Ill, , ! I -ANEL �!EMI - I- _L� J � I � - 11 � , ,�, � I . I I � , I i � 1. i I I __ � I j � . � i I " I SOX I . 10, I I PANMEI joc'. 0 Is I= � A or *,, I 11'� 71iAI ENO ,PANELS ARE 140T CONNECTED TO BOTTOM v ,,, -.7,0 0 : , I lik" A 1. , -,L 11 CZ-, r" Is ONLY USIED AT FOP) AT LEAST 111foln .1 ; 4 . col- a � , is. I I " I I i i I ; ! ! .V VAINI, ' �!Ih: --: V'.! r-i', ' 10"Oloo' TRACK USW, SPECS ! I 'A i It . " I 1Z i i i F I - J fU X4 Fol-M. �. , - - 01 I* hr. I . I i..1 L � L. 'i LL 'i _j - L. L -i _j -1 $ . I L Ir, q,;1w IRA; 'ANEL LLV:ATKW � ,_ - I I I min I i t4444—_�444i -I I I- t tJ T I I ! f f __ JU -1-1 I i4i , �f' .. . � i. r,kSF (.,qhNFCTV4 N I I ;�.�_`�j_J_Lj_j.j_ii_i._j_i_L _.J_J_ILL.J_I_�!I__1_1_L.L PA,sr � ��W- ,Y� - ANN I SD%MDON i � - -IJ4'- 20-2* ,a THUNIESCREW - ____ ,_�, I I 10 CLASS 1 - � j" 11-- SEPARATION I C IT V �• . or_ . . . IF ot 0 . , I sox 0 70 CLASS I V ! - - I Qff--. __ ------- - -_ -_ -, _.......---'--I i a I � ,'/4'IF-20.2' OF 'L' a I i I w 3' - .. .L.BSCRIENN 0 1 - , - SEE - . ,� . 11 i i I ; . SEE .. -0 i I . .. :;.., Ir, .. 1. i "On - 5FNILD UP M 170 nVAPLh I I ; ! - I . - - (� -.16, ___ - - , - - f 'N'77AILLATFOINIS ONLI' Fop W41i% ! . I � -, 7 ANCNOIMS 17 Nfllf - 1; I -;,. . �, V, 4 w[HORAIRA atot 04 Slow Is) I I ; 1. u,t* E I) ! - I 611 . /2 NVUL � - , , -, ! .,- I 11, I ofil�t�,�t ... 4 EZ11,11I �&__ � " (77; ED 0 . I 1. � ' I , - I i TYPICAL. ELEVATION FOR SERIES 2000 E-Z HANG STQRM PANEL (j) SYSTEM (t) . - I 7 L'r- - � it, 14:APri h Aiti[ HUN I;I ,�C. I ..* IMCW14 " I r4oicam, OR EQ.AE� j , 9 . - 0 � . 0OUPLA ,�I, wNt. GOP .qC,,,1-* ,,,, I- EorSTW I I �, .. "! I At � rAcalt otiv-% 7 P. - *:"I �,ji., � '-fix"to I � r X, \ 4 WALL MOUNTING * .MQUNTNG ' _. =0 M ALT"MM A r7jw L � 1111 1. ' A, I - V/1/1SCALE 3/8- I' - .''NA'7_:7- 7 7"'47 7 0 ENGINEERING EXPRESS PRODUCT EVALUATION REPORT September IS 2020 Application Number17NO 1 - R2 EX Project Nurnbet 20-31543 Pit I chict Manufacturer All Ansonctain ShWears and Glaosas asolLnufacrtawr Addiess 1540 Dome Road West Piston Bosch FL 33409 Product Narns, A, Description 24ga Gowswustwo rA"l Stfxtn Panels Large fAs&lo Import Fe-iiialarol Scope of Evaluation: This PfodW Evaluation Re 1)t)(:,s hitting Issued in accordance with the isequeensenes. of the F Vt dit Dopsom"wery of ausamm and P otessionsil Regullittv- (Fir , Ja Flookhroij Corrinrissition) Rule Chaplet 6II3,20-3005 F A C , lor staletivide acceptance pei MoI i(a, th- p,oduct noted aboasto has been I"Ied filvfiiy it. "lowtood AS surnovissized hereon to show cuoilihion. ,� wilt, Ili* Florida BinklIng code seventh Edilluit I 2020 , otdo. Its the purpose Histerided. at least equiti,11INNI 11, thJ1 'P-�Iii'01 UY 1110 CD68 Rti-evoluation of IIIII, pit ,j,i,f su,Nml be requoOod followeig portinsent Flosoodo Buokling Ccdot fi-14scTIP-Pi, ,,, roonsions, Substantiating Data: . ATI EX diawing 4120-31543IIIP,j 24ga Golvanuzzaad SYNI fitwfoo,otst-5 prepared bvEngmeef,ngExwv,%stl3ood&sealed bvFrank SenrmKdo PF r;anP,,I,--o4,i;,i,I,Ifthis Evaluation Report . TEST REPORTS L)rVfw:Tf %tmhc Structural performance has been togawl in "cutuance with TAS 202 fast standards ow 11 festoon sf ORT-ASsi Or Stasockomaw Tesbrig Inc LOW tornowleenpact,ei,stance and cycle loading perfournance he, h-w feslood in ocemance with TAS 201 NW TAS 203 test standards per test ieport(t) OBT-ASG- T7-001 by 84viewalvi Testing Int: . STRUCTURAL ENGINEERING CALCULATIONS Structural svmjlnrerin;I r its, uhoofis have Dean prepared Which evalwale the pfod.isI haT.Mic on Comparative Molitor lair mar afralsairs to ilijakfil, the following design critanso I fellooluniunt Allowable Spans 2 Nlernorturn Alii-oth, S4,ifo, 1 fillifffisom Glaws separaloor, 4 A.chot SoMooti ifin Sw 12- AveNut SuiTt to(,, Dtwirto Blacm, FLORIDA 33447_ (954)354.0660 1 (866) 396-9999 TjAM4ENG11jt*IMCkK:lo15a,.CoIM EhQINIjit IMIGE "a I cc" I � I- , 1, L, c ,,;,- K r4,5i,li!-mw 'A 0 A !., =711613wo .m.mm tc,` .-I- 1:MI .11 -11 ,I'. - - -*I -1.1 -1 , " .. Vil. , - 11 - , � -.0,�wt u9m !iii!M�14112.!T:11� ,A-.- �IiftA_ - IM11"WR �_ ,.I. " � F., - I ___ I _ i", 3 ,wc , -1- - P. - 1% I` ' - r " W .., IRALN. "4 -/-' I N, ,.-:I I - t i I", � Cr ,O) ;��, I I U. - I 1 ,I, 'I'll., ,-Iv- , t, ,,- - I-,�l � lroll�rI ; � . I - .."I", I i e. 11 11 I 111".�Irc` - ,,1 I ENGII`,JF I ; . . . "17 Page 2 oil 2 -Nil toirowrwan shuiltim and Glass - 24ga (lik ionwvd Ni,,el ',I,,iNi Patrick No 13% incrersoin alloodUe alress has been used Inthe design or this pro-W, I separation from qw,tqts not requoistil for srostallsillorm, outside at wood rotiki 4.oii,j es"olsw faclilituits Impact Resistance: Large lrnpei Resisinocir has been don,unislTsittOd as evidenced In proviciarialit, itilled tool opad(s1. artaPT; accounted For in the itioVne"rig devgn of Itim, ploducil Wind Load Resistance This product has been assigned to resist wind Ir"i, as indicated Mo the spar, schedioeis) on the respective Product Ever ah(,(, Docontent (I a engineering doinv)ng) Installation TINE, VoCturl shag be mustaltied trostarl cornphance with as respective Product EvF0uEI DoceresI. M I. 4 en ginewing ,It AvAng). along with as coroporitinn; noted thus;,ses Product conoposmorwis shall be of the oWenal SpecAtA,rN lh4l product's respective Product Evalumhoo, Doctufford (i.a e,NqnekNonQ drativing), Limitations 9 Conditions of Use., Unte of (his j-duct shag be on Fund ric.:-lance siseth the respective Product Evaluation D-owerul ji,' engetoossitingdrehosmov) " noted hereto A41 Supporting host shuduras shall be Tlfisiqt",J Is, toinissid *it sL4*dlr4"od W(K and Sluilf UP of a onalsival ggdod lot this product-s usopectoove anchor sr,hoolutit Hoottsinicloa, cand1honsvothicii are not accounted to, in This product s o,.iwlve an*hDo, schedule shall be dirsigntici lot our a ante -specific Oasts by if itogisleied ptolmolonef wigonsite, All cornpicirsents which ate pern,artenihi Installed Shea be protected agiiI -tiosors, ronnortwooloors and cOM., such flAnNa" at all firries This W&I hin been designed for use wah-ii inI ,.oj,Rsaa the High Volocitt, Hirincane Zone 4HVHZ) ResirwifulK . .., 1, ... ,KIINL,c 4, , - - 21- - , Frank BC1110drdo. PF ENamorEEFursta ExPRFSe' AwITF0046549 I Cen A,illi 4%h- - I . 6U SW 12" AWEliuf SUITE 106, DIIIA-TELI) DeActs, FLORIDA 3 1447 (954) 354-0660 1 1866', 396-9999 TtAm0E"6tNiiNt.o1.,Ikfss.CQM EmcisMigotINGE-Foolits cam - .z.-It � -I., 1� , - ,.I: is 14 1111 I I� 11. .. ,_ 1'�,.' 'i �C -, , ,-!,I 11 i 11 _-1 7,7 --trit"'. to, IIA.-Ii— 11 N ..J- 1t,' -1w..,! Y-, I,�4No.1" - ,-.17.. , . � .� 1, , M 1. I 3 I . I ,F�" 1,� I i ,fli-i 'Itz ,, - , ju zl.,11 in - _j F, - . I ::;:--.. .— I � A . I I�C."I " I ,,;--;;-!I � I _ - t . 0 .-,.,F0-I �� Im.teFw4ls "'1im,,, U%R,(r_1 1f, . .•" I iu..cLcIll I-! - I/ - mogo - ,rzrrx 4"'.toI'""`-�".H�, I.I,,.,�_L I .. �_ jii-w;ww-sIrT1. A"i,, -1 " / X F . 0..ar'w-, I Ci.*5t,Mj.rT4. , . - I, , .1 "; ,T�,v�� , bJR �40��, ,_ • . 1011�4`4 I ,_ 1-Nit . Ifti 1'" L 11,14k��- - :.,-, -M. - 1.1- . lac~ -1p. i� VjftIouRRsR, L., hIo7w. vo.,m 1 . I, - _1 - -1.11, 1. - - I . I - I - it 'T �� 6g dt;e LIg N - f9 � " ,F; I I, g . >.. ..n , , z I- " I C j;x0 IkL xw tp.� L. a": .r 1A � LD 7 0 11 � 1 RR I 1LLj I 't I a 021 �Z,�_ Af =e-IM S � LIT) . i � ,� 81 V 1 ;2 A U.1 tr 'or, tr .. IC11 112 611 + M& 1 4111, MIN. PANEL LEING11-1 ! 1 INSTALLATION ARE ONLY VALID FOR NAX A1.G DE51GN 1 SUIAI.L BE 2'-6' : %RCSSURIL RAING -/- 40.0 poif AND 8'-O" M`UK I PANEL LEKTi, - 2. FOR NEW WOOD FRAME CONSIRLIC"ON WOCO 4EMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC � 00r)' OF 0 55 OR EQUAL "e. _71'. ,��?, �: TI/ ,,,, s'.`,`I�,\IEN Sir!.`- i `---� , , . � \ FLORIDA BUILDING C:0OL (Iol High Velocity tilluirkers Zone) ? Nl(). 441131 1. i em. "N'tC0. - 24 GAGE GALVAN17i STEEL STORM PAWL - . ; A, %I I :,�, or. . * — . : I ------- - _____ . = r_1 - I toom , � - - , 01,21 Hit, - - Z.) *-I! C'foc:�;im 't - air , GLOBAL PROTECT11ON PRODUCTS. LLC. 1.1 �, _,4 , I L . -.,: -Er..6 ; -aft $0 III SIEC" _ - V, fir , ,z , , $0, 0_�, . Z.,'�,j r;�IFAM.�-z- 'TE-, I - - __ I .. . . CAW 11""�, s'�,t� _j - 11;= 1-1 ` - 11 20- t 75 .it I is __LW.1_ — - - ___ I = - .- __!!.� - - 4 MR, 47�=, � I-.' - . _____ -- -w- .';t - , I # * -.-- fl� 4,11, ��,Pw/,Nnr OR �. " -.-.- ,7---- :�___ ;. ,a tor is Notoinx . ?'LLPT - .. -.:- f L .v � "' 7�f 1, ALL AMERICAN SHUTTERS AND GLASS . i II 24ga GAI VANIZED sTEEI. STORM PANELS CHVHZ & NON- HVHZ) I �,, --.,----.- _.. __ - f", — WIDTH "NUMIIII tPFPLR U-PANIII. 3PArill __- TOP KAXNT (CONIN, TYPt 1,': RfQ C) SECn I I. `20 STITCH - � - IIA$WIT" WA YWIN NUtSFASTME110 I , I IM RLAPS 0 Not DSPAN (USE � 2 - 11 bRePOPREATTE-SPANT.Row 81 '� I I � X. I ,��, 9 . _;4___, _TEAM - - T � �j r . , I/ z I I .1- 4 I 4 rot I% W§ __9 I 11 I i I 111�11111/ ____ ___ I I I , 1:1ITCOolootcoUlsol I' I , _C I 'i _ Its N TYPE A,R , , RF.Q.r)) I 11 � . .01' - .A, fir is I I " - _ , "C"''I"" rl-'\TYPICAL VERIICAL MOUNT ELEVATION � "' EUINA17 IN 100 M0.1, (COMIN 1 ) i U L"Na. Af- KEQ-0 (SPAN ABOVE - I \. ----------I - -ces-rRucTwA � F_ BOTTOM OOTTO , I - -, , , �_�,l ( - x-, V,,�_,,,. . 11 " ;2 - F 0 MIT I! - �01414 mf ' 11 ,�AOI,RFCI�'D) _ I _ ,mo --- _` 5 I -i" 'i � Ill_,_ _ , mt!" 11 i 7!)P "01) N7 immis T,K L AS AS R67-DO _- _ __ I - _ - -.- - Sam" MOUNT (m,I i TYPE AS Of,Q'D) \ � (SPAN t - "Am 5ELQW0 I � "5f;,TRi.1CTjw I 311 NOTr"fO As REW14wal Ovi lcot ..'o ST! ( H IQO`, a. D 1r 14A 17CINNETTTICNIS AND BOLTS IVITH TNASMApy) AW,HLfi ARI, 1.1�140 NII; ,I'M ,AflqFV WINGIRUTS, FASTENED 0 SPANS ABOVE & HLOQI C%IRINZ I ireOVERIUNPq 0 PTIDSMAN (1.151, i """"""" LPtwIWR1ArE WAN TABLE) VERTICAL MOUNT ELEVATION (Z (NOTCHED PANELSY 1 1j It 7 CLEVATICIN ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE- :-, sAIIFI I . . . IMPPRIVIUMIT04KRAPAIN, Ii-tt"",fl 1111- fIIv1V,WINI1.t`N1 4s'.'s"O'a. 'I''I" i , I v : I "' A;O,WABUF� 0#5104111A C VN% ir-5s ftlofkcAfsooisill�i"AI, �l , I I,�,, A. ti-An,j TIMANAIAMOI , I 11144 Ill AOCAlk ',I�Aljl I I __ __ . : �! •' - I ilb" - r � 11 1'. I I , .j It, - - I t 16 ". 1. - ,��; J, 'i �n ! 1 , .1 �!, . 104, -, -, �'!'� I .1,60 41 ,u, I , I � I - . - 'i' tis M's - . I ;, . 10 OE.,., I I- I i. 1 '70', i o,li,i, I, 1. - -.------------ .lit,". I i -3 -3PAN SCHEDULE NOTES: I L�, ."Alt ,R)LES 0,11`1, NEGATIVE I Da��jt � PKHEr ; k, , , C " ANJI FASTENER SOACITIG TO o ClEIEFIRI114 Fish- INIUM ALLOWIFIkk STORM PANEL ;'SPAN. BC,,t Licis f ;I ACCIMPTAbi TOP USE 111171Y : POSITIVE 0:0`05 0: 55' 7 AN .tk EQ01U. Ti.1 I NEGATIVE DESIGN LOADS 2 'PANEL FASTENERS AITEIle,,SJ 11, CONJUPK-TIONVMHALt.04OLIt-T:"i..�"I I�J',MS rV-TkACA.SIh.sDCEOAN4G,k I!," , ,.-I L,, . I 0 C FASTEN Eli SW IN. tAAjF JA t , 111 � ( Us, 1 'PANEL Am--AI40mlr-MEADEPS-kCtutiltit-, �.-,,, i` ,,, I ALL CONDITIONS) I ! 3 UNE"INIERF'OLAttC4�ftkll,t",,,,�"-.II I �wl"4, -N , M �ISS10,11t. I __ I I I'Vis. ,,,". MAXIMUM ALLOWABLE ..��,�Y.- " I-* ,,,,, 11, - - � --- , DESIGN PRIESSURFS: ' ,T. = "-i' :.I. -1: . --- - - ,.I-' I ,,;I .. ,1` - — ASli WTIED l IN .E DESIGN NOTES: I 1CHEDUL11 _j v Q .4 Kf,llr,ffl AW NEGATIVE DESIGN PRESSIisfif' . CALCULAEU Z " T , t. USE 15S,S Of ' L BE DETERMstifei PER EP T NG NG Ili ACCOPIDANCE WMI THE 6 ": � I � !i WVER Is C E ftdfqUIME%_ AS DE TE w INIFIN IN CO AfC, V 'I 0 04APTER V01 I 1,S09 `)f rHF FLORIDA FIURWFF� COCE GiAL BE LEIA I) -Ws I L 0 THE PO61TIVr,*A NE,�AINIE DEGVGN 3f 9 11 � I �> - I DESIVA ;cs . .I,p,�ApAat.vAl.UpSl.lSrEDHEAFINFCAAM, I �, AIII-M�Nowlfsl - AS 6WAVIIi I,; � if � I GENERAL NOTES: , � � i ." ,-,, � t , X �,Cor,%U %1K tFIKAT10141 HAS BEEN DESIGNED AND III&I.L. ME tWICATED III 0"16�* 9ftjR,VI11"1"1SOF 1116 I.CRV>A$Vi,P*g CODE .1 , 11 I . .P. or o,r A J.� .. "Sa"N"ne Mo "UT"ICF OF THE MMWI "N't rAb . X,l AMD I011 T#Sy 0 CONTRACTOR SMALLTWESrKA-M 1`01- 001"KaL9 i � 'I - I AND CMFC*M 7U ALL LCX Al. BUILDING roof Af4EuDmmTs WHICH MAY Ul) A4' 41A NEY.N. - STATED HE Kelm M.4v Requilt A , rti ,WIC'eAXI'E'jGiNEEDING. nc� 7 40 ])-Inook INCON40 161 41-I.fMAIPLE CTRISS FAS BEEN USE: IN THE � Deficits OF lot" t. THE Ak:iltV�l"fkiMIMI Of RECORD Part THE .01&1 SLIPEASTAIsCrUllit WITH WACH THIS DMG,4 is USIDSMAU. W RMPObSOLE I (D FOR THE INTEGAIT'i'01P MILL SUPPrATINO SkIRFACIES TO THLE, X-IGN WH" a ' SMALL 01 COORDINAIMID MY THE FIRMITIPPIC, UWKAL rOA : is"t'"Ecutic-se.12C -IV I 4 Imp"wrof eNG1.ft.:`s%SoIt`LL " •I 1. ,,, M O"I 'er, OCR O ANS I �5. e took 7�CMAMIIOEMNLGOIANEDE%DPeOnRi!l"lEoRfM4 "ASPANI CALCCULATIDEI A T-WIN too , is so to Or -1*1 � Q , T11 ,� T"r%=GeTAUeO"15tw4 bidetre'lle 440 Does NOT PROVIOr tuFaRMATTUP, OOR A SMIECIFIC SnM VON WYE CONDITIONS DCWERCN T FROM LU � , " A, ;? , � rHC COAT OLIAILACHIMN, A 61CINISID 11INGIRIER OR astatmoucto N.0 -N"Aki INCIFICOCCUMMI'm 0. .w IN -FCFIII I f I , I r , 0 - i ci � . 9 t comwouitoTch Wrn,, v "is Doci.w.2forr 6. DESIGN PRESSURES40"D 4i ARC hASED,14 RoskitIMUM TFS7TV -A --) , = - � i 5. PPAEMIttS DIVIC-10 BY 1.5 SAFfY A.410A 7. A 0 OR 000MEA . Ln i R � �, so n I&% O,mfRNV1Zt1aSKWj a t CA ,L7 1 PUMOVWX91.111"I", CORROSION-RLSISTANT MATIRLAL.Aho rWLY AM ,sPF(.IF?CAIIIO i 2t " V6 i 1�mALL I" AUEOINUM STRUCTIVolkesT Ifelasoll 13 MY TIE AkUlifol.4 ASSOCIATION, < � I-) A 14C.,&ANY APPUCAaLEFMERAL,STAlt.A#ICIIC$(L4Y.AL off I ALL S-PURN PANVU& SHALL SO 24GA STIms 024" � 'It R ; 90 If4-0 MAN PA Not US SNAU CON PORMSOAS� 525141,L"Lit-1411-1-IfY 9 i-TeL IR50G, VA"�VC��WFThANINIMUK7-ftl Kill 40 A�LLALUMIJP4gAtRUWQNSSKALUF , 6067-T6 usullot WIM 11Lr I Uj ___ uNLPSS NOTED CITHIRWII&F. < 11 COP l6aDROMOCTA�S�l'IhWYfie LNWK�Ahr.EDAr,FIP,U CONDMONS DICTATE. PANELS MAY IE MOUNTED VERITCAL0 OR _j HORIZONTALLY AS A"LICABILL. I 12 CDNCNM^NCHORSNM wffwlm7."A"Bllmgmuro�+ i tiC, t RAC.10to CONCRETE ONLY. INSTALL ALL CONCRETE ARCMDES PER I I _1 < - - I S .. -, I HAM1041. TUNERS RfCOMKIWDATIONS. I ,,, " CONTRACTOR IS Rfj,?1,MSIaLf TO lf*"TV 09 PROTECT ALL MEMBERS I 9001 1,1111111MILAR PLITERIAlf, TO PREVENT ELIECTkOLYM I A 4 A g I ;1 P; 'I � 34. L:t$GIMIIRSCAI.AFftll'O�l#P.LTr"[AL.ATESMtKIMOEF.AI SHOWN;�t4Lft*ECNFN65PP.-:['ItATIOttOYCn�TkACTOPL,Vt..t ina " . I , " " ", I " PIDEMPI FIESAL SAVES .Almhulrst This MCIONEEK MO ALL COSTA CARAIES 1 2 1 INCUJOING Lerost-liffo A APPIFILIAlf PiK AMULTINS I" FABRICATICh,syt,11offilecrioli &Coljr.TFiticTIONFRACIlCMESA'IPI'l�'�k-DT7'AI I 9119 : 11 I M ISCAL� FOR R,T,LOCAL, SIATor, & FeoA� cC,, A FRow DEVIATIONS OF r is, UCEP"rA&TEMJRXOLVOROVIr,eflnPRP!I$,WArD�tJAL - 1i I I I ! CEPTIPPICATIONSOP AFf"Arrom; itrmituot,tto, i I I It. .LTINILITIOPIS ADOMORIA OR O"ost MARKIII TO 11 �.� ^Me rim PSettiYors, Asjo NEWAtureelt IM3 co!"VICAITIO. 1! I I 17. 'PAN(Lt- otHAU, Of PIPMANr%Y=,WrrHA MAIMU04 OF fk:� 0SEL Far vir'st 30 rein CONTAINING FIGINFORNINTICH - � �,w fi� - I ALL A�IPXM WIVITIE0 AND GLAM A II I fil WEST ALMORAC.H.1%. I w 1. IA5.0j.TA$ZQ1jT oi� As &I FLOAT iNOCkKT .Ir ,I _ AUNIVN 'I.- ___ "_ 11 ___.__. --,, 20-315,1', __ .. ..... . __ . ., VISIT LLCA-LC.10031643 rw1:;fM, - ftwww"I - ----7f,- .1 � .,�, .0, qjMggj;"j�,_2;�q*IjM - 10FIRL"AM -f26-tion—a! wFio1RAI I 1[`Iii`its, .... -5 � MINIMUM ALLOWABLE SPAN SCHEDULE �- I ----.-- �, -, (CL PA -- `V �--)` 11ii- '- 'D " ,,i 7 11 .,,% j1 . 64-�,, ; , 9:611i ,>.c , lI . '. INI "I , i0 . d l C"I" qssi. R ' ? ri � _Ct - .. - I �',, 11-1 1111--, - � "1--a"'" . SoNsms Mine oV�N, co,,00l-1- � - I':�, Ln ,CNororMz'- I , -, 11 1. 11 .1-Ir�,,4lso�,-�W�"1.1-11I.I..,."''., ,��c 11 to. No -1, �. -. � - -11,.I.O.".0,NNEL~iVAoll.q.1-1, :5 AT_11sAi`k1,�oN1I'R. � 111-1 '04HDI .11, - 1,1.,,,-,,.'-M-oll-t� ists- 110.11. AI - � I 'T,._"_PNft,`,i,b,I,AA1IftFRGNsnLws- - I . �. ,T .1 .1, . .. 1 SYs"CoR WLn, it,ND.I.O."Not, � 0 � - - N i . I . ., "�n :j I C,#i. . ;M 9! to �5-,�A " ..., - - . ws .�,��l-,, , < 8 "ittlitim -m`o"_1.1.1 - I—, _1119it—VIT'I'lislim-.1. !i W 1, I LU pe a �;!2 g _'.. �- - ea; �3! . PZtV M ') A -.1 z I = 8� z ,_ ^ - '� ) , D2 9 Uj t F-2— x Z. I'll < Lt.f.i.loitvoi ,,Z1,?1sN0SCAPN11oFL1so _j 4, _j I .FHiWU1A*AiNt.fP,I.1 .14 Most I" 140 . __ _ � - N. , , , � ! I . 81. , I I I% - I i i " 1, .. - I oou.w ..- va-0 5- i I - .1 .,,5,NII i ACCERTA .OTIHIERWISE Wlif 1,111 III:."to.Poill I - � / �11 I . in , I It. _ �� 40 , , ,�,'__ L1119 i , GLASS SEPARATION NOTES: 1� I -_ IT, , . .�. -i.4 I.P.I. IT, I -'it SPAN SCHEDULE WITH PObITIvF rASI,'iPi Li PAL TO 017t,�M:Idr �< .� I " I I ji I 4411IIH-4 OW.R! f SEPARATION FROM THE OPENING 10 BE PROTECIED '_1 - . � I 1. I i1i . ,, - �, 1 4 E__ �, - I- 11 It To �7t 1 1 j SC,Irt itt , lv N F �X-IFI FOR USE WITH POSITIVE LOADS ONLY �, I ., . - -IPQI,� ii I . �, I .1 . - I W : - T', I INTERPOLATILioN bt-fl,, :',Af)o, ISACCFPTABLE. OTHERWISE USE IIUTMIGO*-R I . � . 1.� � 'Hits, IW.- - ; LOAD" INSIALLAIJONS OU"It t ;" r"t _�� 1, . 'I I .1 , 44D OUTSIDE (jv �",i,fjtsjjA1 ". ., -- .S.K: g ACILMESIN WN WINA)ZON :j 1 ?14V(;oGtt ,' "It GLsL'1S%EPACATI13Fo , , I "i' .. - C -1 ap~_.. , . I 'ONSPRIT Noot,toissit, N-HECAD-6 is Not REQUIRED AN* ,or, -I:.INh.P1 StCAAAIIO" FACA. •, ,f I -1 , - 1 1 1 1 3FACING OR Ros, I 'i'li P*OTKMQ Q$"PNG I$ REQUi.er, I ,��' �� ,T` _ ',It - * I OR ...� VIU# W ,iCN IN - -- 2 0 - 3 :11�4171 _ I , I'X .Ni, wl.- T-At II - , . , I.Nk, DIACIi"n . � 1 I asiff. P. � " I @�P 1,111�IAL EG ESS PANEL OETAIL -, - 1, I. N TT " F (�P Q�NAL NIT. C ,Aciltloi ff _k�QkFAS 111 N'T.S �11 , I TOP MOUNT I — - I 4 A. , I ' I I � � If T, Is I I; � 4 � .- 1 14 1 , ! I 0�_ 12 I �? I Is I 11 I ) i A i, . . 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". ,.,.. ,. ,, I , ". " s k , . , , �. � I , . . _ . , - I _ _ , . I It , � is, ;___,._� I , �. , , I , "" 1 ' I I ;: � I I , - I , - I F011-1 , r � �j r . .. 11- - � .1 . ! , "".."I", ` "I', ANCHOR NOTES: =0 3 1IR � ,I �,?, " 11 11 41111 I . ,,;- = I , a---- t�'. i - t� V '. - %'.,' ,,,inn;',I" � 119 I�CTIL;LIF APIMES TD A-PROCIMIrs �, 1, � I 1 V) . . - I ,I i ! I ei , _ I . 1 .'.DIEM kLOWAULE ANCHM SPACING. MAXIMUM ALLVRAL'.'_ I - , �. "fi - . I I .. : W , p j, " � . " ,, Z . ��,4 �,1,14 : , I '' " I 11� 111L'. ',)1'n1 It 'HALL APPLY < I j , 2. , , NI"I'l-i, 11 1.(JHID,,If RRI,fr "_ 1,61*1 FASTENER Sri"L'At Z , , . k , "I I-) � I ��,'��,T' �, IT "i .- , - 2 F . ;7 11 - ... � ; , , " � ; - � I 67%- 11,14;; " �11 INAILRIA, & AN. -1 #I 1191 -.t; i, , rf"1144 ICLAD,-MCATER THANIOR Fk0ALTr_'N(rA !WE _jl'.S!,,!, 1:e �,2 1 ,, ,,, . F 77 ^": � "', . � _. .....- A tfzxummma- __L_:.T..t� - - � L<Ar,ONSI*Utl�'��,�iL'�'X-i�-f'f�1i��k&rFRIoUNI,�.kF(�MTOSMLMPRSPM.SELEa LL2 � I I , I 49 6 1' � r, K, I .., , " - 2 - , ,."�;;,, - .., lL6 , .. - ��_, l�j I �,,�, .., COINNZCTI IN n PF 11 k,t f, , -h A; IP A,A Tki 9 1; . �011 r I fiL � '.0 it,L-11 I ON (Sk E MOUNT"ING CIFTAIL 1, ON i� k. __ I ts� 1 - 'e", '.' .. . - - SHEET 2 FOR IDFNI of C41 ION ,IF C.-PIPJL1 01, i ' I , „�-2[ -� T'� , - ".. , , , �p �-.. I j�,!,; 1%',ei;,� " 12 , � I ., i N .S Ai - 4 6. S, I t 2: " "Miso.s I- �_ I .151, �15-61 6.01 �_-OL �. -----. . . I it-- " l 4 I : i I I 'PAW FAIVeNtAi NRESIUDII LJ14D IN CIIINMI`ir'!,n, .",,_ At, Mi. ;IJNTIW losi'MIMCfe. . . ill '... D' ix, 0 1, � I .1 , .1 I 11 ,: � . � I. �, I I I' rRAX,5,nuDC*QAhIGiLT, ETC I USE 6 115"CC VAN[_; �, " , u, k g; !- 1,; . I -u- HEArc . , A"k _I,*�. �1'14'1� ,"Ild 01IR 8 �Yw : 4.1 .6 _.2� - :.! 7 -I I " 11 � .. � . , ... ,,i RAI .,FRS (INCLUrwici 5wmi:,�u1caNsLaTitaris) t It. tt-- . a � lu r: iA ; 4.0, " AD . 4. i t . �Al. 4.1 - ' 1, f 'N,r 4 � I - _i:_ . ._�_ I I A-I'�]kSS�W15ftP�%TALLMIfCI;OCDRDAWXWrr�tMAr4UFAI.rLi�ZAS f - I )III "I 1. , I'.. , 1IN'i � � � 113 � 11" , I �, I i) AJOA tl!.E�Clt 11-ST STRUCTURE SHOU CONFORM TO SLjOCX " �V - - - "_ , V, , ;I '. � 4 , 1111 , 2 51' 160, I.. I I I r :, I � I I . .. . - i ir I* 7 ,_ - -3 1 � ',Irri PIRIME004FINT SHALL SEAS P40TMIN ANCHOR SCMEaUtE It i ALL loolit"i " � . L I I Ts CC'IL L 3- a q 16.0 1 t,, lit" , 74 11. ".". ..- , I T-6.F , T_ 1-� it, , : �- �i,�i`j 11141M,,k froulIEDMENT ANDEEKIL DISTANCE EXCLUDES STLKCD, FOANt, eistla, &ND Q.;�I, .'O i�` ? .i, --l!", I 7,10, Z.51 , . . * #�, � _� I _1O, !, 1, : I- I .01 1 71 4.2 12, il 7,;. ;2 Itl I - I,-! I rltllli�FSSIIALL BE UNIMEDTO IIII'Milosis, ORSHIALI-81! VERIFIED E� 0TFfR!% I�j i I ?,- !, - , , � , 1- 0. i 7� 11 I. :16 D, I ._,.Q.,.1 ,1,1,�,rffltoArj,,7,3iicGrSTRUC.TURE I x - . , __ - 7.1 11. I.. , . - - I - S. , *)i, LJ r4 i,t6.�*�P,'.�NK�IFC)Hf.W)N'i��LBEFt4a&DDEDrOUt4-CP.AMDCOW.RE�TF.ONLV V4-itlj• 1- ), . , !, ;I I �!.; - . Ili I,; � t-ti I'.' 4.1".. ..I '_ to )a 49 0" _Ln 9 W. il tt( w � I �, T I 11 C S MI K!" ,, tstf� I' S WOOD FIZA N INS, EYIS in 14G C .OWITI.Cf,6. MAY VAJIM Fill U) Il- i ; if .N` IF , ' * " 'I, i-,^-: 1 3 a 3.3 6, , 11.2 16, 11.3" V--50F�l 1"VAT "'"�!- 1 "'R' ')it lr'71)440R�OATr W:�')[N M"NG MEMBERS. NOT PLYTVai FASTENING I W-:-; ._.- - .. I- , ! L_ I , - , z I' .. i , .71i, 11.I, L5, 33 TOPLYWC.C&I, A,:.'f'faNr )N,ri')FF �!j(C,:::,NjFjt-_E1 i � ",a - �r-H-,'. ,� �-..'--- ;_ �� 4- _-M � '�- j v " , , ,-' TI �� 21' 4 - is, 3.31 10 TNHIERE A,Wii�, a , I k -y I to � . ',41w., Vis fa -I' - ,,I,C f RANINC, FASTENER StALL BE LOCATED IN I I .... A - � - I ,-, z � . rrrrr , , -. - ," ,,, - "I'll I T 4W � 612T - qz� 3 -5 3 i , �T,-: I f,' is -� � IS I ------- __!m� __ � - CENTEROFROPINALL It' o 4' 141141 � 11,A ( -,, -1 IS ACCEPTABLE FOR WOOD �. FRAMING). WOOD -,TUI) SHALL 9E ', XPT 11ifth V NE )I, -9; AIFP OfNISITIr I.Ar,1'A.VEIPf 1 MACHINE 9_REY5 SHALL HAVE 11- IMINIMIP ENIGAGMENPT - !-;'A I 4; " I 11of F-.1 ANOWJR AM MAY NAk,E E171 `CP A FAN fiFfiLD, TFoSS HER. Cor, WA- t st -rA,, :-JVF-A-�i � 6C 1) j 'I'jo I , MINIMILIN EMPIED"IENT AND ITIGIF 17A."FAME EXCLUDES AT X'X-, �-, IF 11 N11. F olr� � 20-31543 Air 14 M DESIGNATES 4WINCIR 0Y,1Uj fl<)NS WHIOT APE FOOT ACCf.'T ,�,T, fl. i I � T 01F.ECI MOUNTING, MiND171ML, I KM 1, j Too, -P, iNTITERPaL.Ancifir M IV:T, PER KC77 EC. HLV_ ust,iyoTrb TH4 Firec-40k 51:111I',•JLU, � ' ;Iltri I- - _6" (1) Q) -C (n _CZ (3) ` 0 L_ Q C _0(1) 0 (L) 0- 0 it C M -0 0- . — 0) -0-i" C-) (1) 0 U) (1) := (1) -0 U 0 -0 -- _0 c_ -9 r_- = LD U_ — CZ 0 0 ,,- 0 M > Cn ID L_ 11, 0 . = (n M `60 M - 0- E_ -0 .C_ . C/) < ( m (. a) A% w Q) c- -1-Miggg"MOO I 2 C/) a --I M > 0 L_ U) CDL 0— < a) -oloo-otooll 0 c— :3 —0 (010 0 L_ 0- 0 (a) o 11r " (f) M " co LU < 2f = < I n SHEET NO. SH 1.5 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED &8"CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) r 5) StALANT FRCW INSIDESEALANT EDGE OFJOIN WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW I HAME MASONRY _1 . ............ Z`Z� ATTACHED ..., PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING AND CLADDING WI NDOW 27" FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AnOUNO. INCLUDINC Sit-L SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, Sk I AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 ,V4"' CEME N T PLASTER 12 Mil. (min) DAYLOK EXTREME APPROVED FLASHING TAPE "V* SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER! JE BARRIER tARILY Si:(.LJRE WEATHER �RIESISITIVE BAPEERT WOOD FRAML CONi i k EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -, OVER RIM JOIST AND UP WALL BY 6 IN. V-1- WEATHER RESISITIVE SEAL. TOPS or JOISTS - UNDER DECKING SELF -ADHERED FLASHING SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive bamer above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head 2 flashing and seal with tape SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW wpol FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIORSHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DONOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO FIER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the ( numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form watet shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded In the adhesive layer) - for case of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF%ADHERED FLASHING NAILING FLANGE Q IWPO4 E AM r (2) SELF -ADH ERED D FLASHING DECK JOIST WP07 2x FRAMEWALL---_._,___ i"ILE FINISH - ------- 1/2" DIJHOCK__-__ . ..... 1'-4* PER PLAN V-0" PER PLAN 8" CMU 4" OR 8" CMU 4 (PER SEAT DEPTH)--. --- ------ FILL WITH GROUT SLOPED MUD BED ------ VINYL SHOWER PAN 4 SLOPE • ...... SHOWER SEAT NEATHER RESISTIVE BARRIER SELF. -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A F.XTFRIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIOU10 NAIL BRAND OR EQUAL WEATHIL R PROOF CAULKING SEC I ION -A (SEE DIE TAIL WP02) SEI. F -ADHERED FLA 3HING C2) SEAL TOPS OF J ASTS UNDER DECKING (SEE DETAIL WP)7) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OU FSfDE CORNER WINDOW UNIT FLASHING -REQ-UIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General Exterior walls shall provide the bLblding with aweather-resfstant exterior wall envelope. The exterior wall envelope shall 3/4'-I"BF-AD OF CONSTIR(0.6 crn 30.5 cm) include flashing as described in Section R703.4. ., AL)HE SIVE TO BE APPL IED UNDER SELF -ADHERED FLASHING THRESHOLD Of DOOR AND RETURN UP JAMB 6". USELIQUID R703. 1.1 Water resistance, The exterior wall envelope s' all be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQIjAli. WEATHER EXTERIOR PROOF GAULKiNG CFMT. FIN within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of SELF -ADHERED FLASHING, BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703,2 Water -resistive barrier. One layer of No, 15 asphalt felt, free from holes and breaks, complying with ASTM 17226 for Type 1 felt or other SIJBFLOOR approved water -resistive barrier shall be applied over studs or Sheathing of all exterior walls No. 15 asphalt felt Shall be applied horizontally, Zz 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 accor dance with the water -resistive barrier manufacturer's installation instructions The No 15 asphalt I material JOIST felt or other approved water -resistive barrier mateal shall be continuous to the top of walls and terminated at penetrations and building appendages in a mariner to meet the iequirements 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 ilICILide a water -resistive vapor -permeable barrier �.vith a performance at least equivalent to two layers of Grade D paper. The ('2 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance witrl Section R703.4) intended to drain to the water-resislIve barrier is directed between the layers. SELF -ADHERED FLASHING Exception: 1,Nhe;e the water -resistive barrier that is applied over wood -based sheathing has a water resistance WP02 CEIVIT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER WP03 I I I equal to or greater than that of 60-rninute Grade D paper and is separated from the stucco by an intervening, MECHANICALLy FA,_�TCN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space - INSTALL SF-LF-ADH1.I*.0 NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING--, G shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant Fluid -applied membranes FLANGED WINDOW (SEE DETAIL. WPOI) used as flashing shall be applied in accordance with the manufacturer's instructions All flashing shall be applied in a manner to prevent the SCORED entry of water rrito the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply Alith AAMA 711. All exterior fenestration products shall be seated at the juncture with SELF ADHrnF r) I"I Aq*W (BEFORE FOLDING 5U.)RIL the building wall with a sealant complying vvith AANIA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE FXTEND A MINIMUM b" ADHESIVE AS S�ACVO N contraction, ASTN,IC 1281, AAMA 812, or other approved VERTICALI-Yi` POM standard as appropriate for the type of sealant Fluid -applied membranes used as 801 TOM OIflashing in exterior wails Shall comply with AMNIA 714. J he flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the foliowing locations: 1. 1I.Exterior window and door openings Flashing at exterior window and door openings shall extend to the surface c,f the exterior wall finish or to the water -resistive b4irrier complying with Section 703.2 for subsequent drainage- Mechanically attached flexible fleshings shall cornply,,vith AAMA 712. Flashing &t exterior window and door openings shall be installed In accordance with one or more of the following: 1.1 "The fenestration filanUfaCtUrel's installation and flashing Instructions, or for applications not addressed in the fenestration •manufacturer's 11"IStfUctions in accordance with the flashing manufacturer's instructions, Where flashing instructions or details are 4' , '') 6 not provided. pan flashing shall be Installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the Surface of the exterior wall finish or to the water resistive barrier for subsequent 2 7) drainage, Openings using pan flashing shall incorporate flashing or protection at the head and sides, 1,2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods WP05INSIDE CORNER WP06 1.4 In accof dance with FMA/AAMA 100, FMA/ AA1AA 200, FIVIA)WDIVIA 250, FMNAAMA/ WDMA 300 or F%1A/AAMA/WDN1A 400 2.2A the inteisectior, of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under I I stucco copings. Ground 3. 3.Under and at the ends of masonry, wood or metal copings and sills, 4.4.Confinuously above all projecting wcod trim -re exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame conStrUCtIon 5 5,Whe 6 6.Atv,-all ard roof intersections, A< 7.7.At built-in clutters. 4 Water Resistant Barrier z < < __J _J CL. CL. Cr X L1J LLJ PLASTER STOP cL a- U) 1-- .__ - r (n (D LLJ CONTINUOUS BACKER - U ROD SEALANT U.1 W Cr < 3.LLJ W 0 an 0 WIP, 11 ;I_F-ADHERED FLASHING TCH HERED FLASHING 2) 4 5 WP08 Ei FOUNDATION WEEP SCREED "T RIP 0!:;A$ DRAINAGE PLANE VVRb BOND BREAK WRB SFIATH WRAP DP WRB ONTC THE 'vIFIRTICAL ti,TOPOF FLANGE AS AN AIR BARF41FR 3,112" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SGRt: E D PLASTIC ACCESSORY SOFF1 T/CANTILEVER -ath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) - ----------- [ j, R AINAGE PLANE (DP) WEATHER RESISTANT bARRIER (WH13) BOND BREAK WE'A'r HER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY S,i iEA PLYWOOD. DENSGI ASS ArKFP Pon FINISH FRAMING STRUCTURAL E&iLA FHIN(t --STRIP Of SAF -DRAINAGE PLANE WRB -BOND BREAK WRB --- SF 1. ATH WP10 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cprnerit Plaster in accordance with ASTMC926 Felt backed metal lathe in sac( oidance with ASTIVIC 1063 Building Paper 16" 0. B sheathing Metal Flashing -A' J -�a Scieed Wec Installed As Pei Manufact Specs, Maintain Hotto IT Of -eed weer� So 1 1/2" to 2" Above R-,-,)ol Sheathing Cement P',, In accords an- Cr, withAST11! over wooi, floor ;errlerit Plaster over block 1st floor 7/8" Cerrient Plaster or ce with AST C 2 f pit :Iced ITI tal Virtual�lr��let±�''IIiid(WBved .. � ._.-.._.__M.+I ^W J'� m. Range .. lif, i camp Ed S. B. f or similar cauk bottom Joint only Weep Screed installed As Per Manufact. Specs 1!2" Cementitious Decorative Finish All inside and (.)I itsido corner will need to tie niiWr cut and caulked all butt joints need to becaulked using Stampede or Sim. O caulk for all WEEP SCREED DETAIL SCALE: NOT TO $CAI F Fla (D 0 40 :> C- 00 Ca. 0 L_ 0)0 -1.Z cn :3 (D - Fn 0 -0cu _0 C- 0 C_ 17- 0 Li- Cz co > 0 U) (D (n 40 CL L_ cL C= U) (3) C U) (10 > C= 0 IL O_ CL 0 0 =3 LU z z < CL MEET NO. WP1 so 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 EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS -- 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 1 ,_n„ 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 TO 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 If= 1 1-011 co I. HEAD WALL n�\IMAM 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 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"—_ y' 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 HEAD WALL FLASHING REQUIREMENTS N R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A S WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE TAPE EDGE OF HEADF SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. � j WALL FLASHING O O -�-� :3R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED L FIBER CEMENT SIDING (D CL O FIBER CEMENT SIDING PER ELEVATIONS AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER N O L.. PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE C Ri .0 ol WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO �� V ,CD ) THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. C WALL SHEATHING PER PLAN SHINGLE WATER O -0U cu cl) SHINGLE WATER oo RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER, ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED 0 sZ CLL OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL C O TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE co '}- co STARTER STRIP FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� E O O tOloll °0 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED O i �O+ L cn CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE _C cu Q FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT F— -0 in 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 1167 UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. z SHINGLE PER SPECS SHINGLE ROOF PER SPECS g R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE 0o 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 14 co co ROOF SHEATHING ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN PER PLAN TURN UP WALL MIN 8" 00 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE 'v `v BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING PER PLAN `' 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. 6" 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 - W P 12 ROOF TWALL -SHINGLE TSIDING W P 13 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 3rt_ 1 r_011 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 TAPE EDGE OF HEAD 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 -APPLIED 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 °p STARTER STRIP 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING RAKE WALL STEP FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE EXTEND MIN 8" 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 ao 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A CC) STANDING SEAM METAL 0D REGISTERED DESIGN PROFESSIONAL. 'Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL o N 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. PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. dONT SELF ADHERED 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. WALL -STANDIN=EAM ROOF TO SIDINGTHESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL W P 14 3„_ 1 ,_O„ W P 15 FLASHING AND WATERPROOFING METHODS TO BE USED. 7 V 293 Virtual Review eted�and plans Review comp for compliance w'AnneeKlahO PX2300 L��t►on by Debra cn SHEET NO. WP 2.0 I. i ,.- r -� .... :p':. -r _ f. .'+f'�,Z,.�...,, �., �if :.�lf�-.3 � n... _ .. .;+1. -.. �r<-:{� „� `�- S ,i•, �'I.. i C }; -�3t�rui' L�.� `i,_i►!-5a STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING ---- COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN =11_ni, 3"=1 '-0" ■ a 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 FLASHIN CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING co PAN FLASHING 6" MIN ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6" : CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS--_` 2X NAILER SECURELY FASTENED TO DECK - ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL ROOF PER SPECS 4YMENT GLE OVER 3E iEATHING N 3E FASCIA HERED WRB TO OVER WRB ON :LOW 1M BRAKE METAL WRAP �CKER ROD SLANT 'J' MOULDING 'F BRAKE METAL ON FRAME - 7/8" SAND FINISH STUCCO FURRING LATH ON 2- OF WATER RESISTIVE COMPLYING WITH '556, TYPE 1 (TYP) IEATHING PER PLAN RAKE WALL WP16 WP18 FLASHING REQUIREMENTS FIBER CEMENT SIDING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A PER ELEVATIONS WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. o j V WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED OL SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O BARRIER OVER FLASHING FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE cu -p PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. -� -ca STARTER STRIP SHINGLE WATEP RESISTIVE (2)-0 U BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C O O HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q O _O 3 BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL OLi— FLASHING HOLD 1/4" AIR GAP cu EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O cu `*- > COUNTER FLASHING BETWEEN SIDING AND UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� 'p O O FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED cA 0- CONT SELF ADHERED FLASHING TO MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE (l) -.- c Q LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT F'- -0 Ci) Q FLASHING LAP FLASHING AND TURN 3" UP WALL OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING PT 1X10 BLOCKING — PT 1X BLOCKING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. CONT SELF ADHERED FLASHING COUNTER FLASHING TURN 3" UP BLOCKING R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE co PAN FLASHING 6" MIN INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED CEMENT MORTAR SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING TILE ROOF PER SPECS PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 2X NAILER SECURELY WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER FASTENED TO DECK THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR ROOF SHEATHING DESIGNED DRAINAGE SPACE. PER PLAN R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED zi 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 HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ROOF T WALL - BARREL TILE TSIDING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 17 BUILDING STRUCTURAL FRAMING COMPONENTS. __ 3if 1 ,-011 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A u REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. r 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. I THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. U) 0 pssisr• Inc- `, Virtual Review and app v Plans Review completed fgC 1rh Edition liance with the 2020 PX2300 for compby Oehra Anne Klahr O 0 SHEET NO. WP 201