Loading...
HomeMy WebLinkAbout6214 Back Forty Lpr ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV - ABOVE MLDG - MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 PLAN REVISIONS CS COVER SHEET N AHU - AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 TRUSS CONNECTOR REVISION �: r, co # A2 FLOOR PLAN ,!,,'-- - - , Q ALUM - ALUMINUM -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 - 3.0 FLORIDA BUILDING CODE 7TH EDITION 2020 UPDATE A3 ROOF FRAMING PLAN AT -ALUMINUM THRESHOLD pM - ON CENTER ( ) ,, �• , ..�� AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 4.0 GAS FIXTURES ADDED A4 ROOF PLAN C,�� �`` o AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME A5 EXTERIOR ELEVATIONS C•- � i,. 00 BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 1.6 GALLONS 5.0 ADDED SHEETS WP2.0 AND WP2.1 TO THE SHEET INDEX A6 FLOOR ELECTRICAL PLAN `=L BM -BEAM OPT - OPTIONAL SNO STRUCTURAL NOTES BLK - BLOCK OH - OVER HANG SN1 STRUCTURAL NOTES Q It 2. WATER - FLOW RATE. S3M FOUNDATION DETAILS z BLDG -BUILDING OH CABS- OVERHEAD CABS � •� -5�(}5 `� BRD -BOARD PNT - PAINT FINISH PUBLIC FACILITIES LAV 0.5 G.P.M.III BRG - BEARING PTD - PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. S4 FRAME WALL DETAILS. , • ' BTM -BOTTOM SHOWER HEADS 2.5 G.P.M. p PED -PEDESTAL S5 ROOF FRAMING DETAILS BUC - BUILT UP COLUMN PERF -PERFORATED SS RETRO FIT DETAILS CAB - CABINET S11 PRECAST DETAILS -� PLT -PLATE 3. ALL PLUMBING WATER LINES w CD S12 PRECAST DETAILS -CONSTRUCTION DOCUMENTS PLYWD -PLYWOOD TO BE CPVC PA1.0 PRODUCT APPROVAL o: CLG - CEILING PKT -POCKET CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO PA1.1 PRODUCT APPROVAL z CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS PA1.2 PRODUCT APPROVAL ¢ CL - CENTERLINE PSI - POUNDS PER SQUARE PA1.3 PRODUCT APPROVAL COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA1.4 PRODUCT APPROVAL CONC - CONCRETE PB - PUSH BUTTON CODE PA1.5 PRODUCT APPROVAL CMU -CONCRETE MASONRY UNIT REF -REFRIGERATOR SH 1.0 HURRICANE SHUTTERS CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 SH 1.1 HURRICANE SHUTTERS to > o 0 CTR -CENTER READ - REQUIRED CJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 SH 1.2 HURRICANE SHUTTERS � p` M C ti DP - DEEP OR DEPTH 4- O'+ o SH 1.3 HURRICANE SHUTTERS } � � RO - ROUGH OPENING DTL - DETAIL IRS - ROUGH SAWN Q GUARDRAILS - CHAP. 3 SH 1.4 HURRICANE SHUTTERS to E M DIA -DIAMETER SH 1.5 HURRICANE SHUTTERS j O u SC - SOLID CORE 'S DIM - DIMENSION SCP -SCUPPER WP1.0 WATERPROOFING DETAILS 0 �.;8 0 STAIRS - CHAP. 3 WP2.0 WATERPROOFING DETAILS U DISCON -DISCONNECT SCRN - SCREEN Q a DW - DISHWASHER SIM -SIMILAR WP2.1 WATERPROOFING DETAILS N w p_" i_" DR -DOOR SHLVS -SHELVES Q CHIMNEY & FIREPLACE L o M m 00 DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 n °'v DWG - DRAWING SH - SINGLE HUNG WINDOW EA -EACH SGD - SLIDING GLASS DOOR Q EGRESS WINDOWS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV - ELEVATOR SQ FT - SQUARE FEET EQ -EQUAL SQ IN - SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED EQUP - EQUIPMENT STD -STANDARD BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EXP JT - EXPANSION JOINT STL -STEEL GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE EXT - EXTERIOR STRUCT -STRUCTURAL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA • FG - FIXED GLASS TOM - TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD -FLOOR DRAIN TOM -TOP OF MASONRY FE - FIRE EXTINGUISHER TOP - TOP OF PLATE OVERHEAD GARAGE DOORS, AND ROOFING. FLR - FLOOR TP - TOILET PAPER HOLDER FLOUR -FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FTG - FOOTING LINO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS FR DR - FRENCH DOOR VAC -VACUUM °w Fw w w w a o GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR < LU < ° ¢ o u o o GA -GAUGE VERT - VERTICAL U ¢ x Z 0: U- m ° - TO BE TEMPERED GLASS. (SECTION R308) Q Q - ° N O z w � o z � ° ° � ¢ ¢ GB - GRAB BAR VIF - VERIFY IN FIELD H� a § O O m O O m Z � W W Z w-'W Z� GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: C'1 J ¢ a o z � o Z z LL a0 w O° ii GWB -GYPSUM WALL BOARD LU V -VOLT O Z ¢ O a o ~ � o ¢ § ¢ ° ¢ WC - WATER CLOSET O O w GYPBRD - GYPSUM BOARD WH - WATER HEATER A. DIMENSIONS INDICATED ARE TO: HD - HEAD WL - WIND LOAD A.1. CMU WALL: OUTSIDE FACE OF WALL HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. J'� /) 0 HC - HANDICAP WDW - WINDOW FURRING\ N INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD Z INT - INTERIOR WD - WOOD Pq - r W LVL - LAMINATED VENEER LUMBER OPENINGS �`, 0 H A.4. WINDOW : LT - LAUNDRY TUB A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING `� 0 5 r-- MAX - MAXIMUM A.5. DOOR OPENINGS:' (0 O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING I) � `M O MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED -J Lq MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR MC - MEDICINE CABINET FRAME ~ MIN -MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER W 0- crj OF DOOR t-t a M e- A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH Q >- Q 00 SYMBOL LEGEND . A.6.1. SURFACE E: T-10" CLEARACE INSIDE FINISH FOR ADA TRANSFER SHOWER z U ~ z� B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND a = STAIR CALL OUT HEIGHT OF SHEET NUMBER PLUMB. J 0 STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C0 1 INT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES 11, FOOTING CALL OUT - STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C = SEE FOOTING SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS 1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - A9 ELEV NUMBER UNLESS OTHERWISE NOTED ARROW SHOWS E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT OA OUT - SEE SCHEDULE LENTEL ELEVAEXTERIOR TION MARKER 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED Al SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE 1 <----ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LG-2 LEDGER CALL OUT -SEE SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND 0 LEDGER SCHEDULE 4 A15 COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE 3 4--ARROW SHOWS LOCATION OF CUT DRAWINGS. DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER RECEIVEc M �- o 0 0r 0 N N N N MAY .18 2023 O N �-- � O O O I CD 1 Z 0 CV � o d o 0 0 IIII r cV ri 4 ui MAY 12 2023 � � 1 Cr CO QZ O Zw �4-0-' W W o 0 O N NARM� UVV5 • 1--gz5; Virtual Review Assist, Inc. Lo -0 O oho Plans Review completed and approved W_a for compliance with the 2020 FBC 7th Edition z w g by Debra Anne Klahr PX2300 �- �' W � LENNAR TAMPA DIVISION �n = m=w �o 4600 W CYPRESS ST SUITE 200 z=co NOTICE TO BUILDER & ALL SUBCONTRACTORS w �� TAMPA, FL 33607 Q o gWW IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE z aZ 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING Z L� LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT V HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE 0 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 Z w CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE � N INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE LIJ DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK LAST PLOT DATE 1450 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE > March 23, 2023 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND O APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET A FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ ACI224-3R 13 = FILLED CELL W/(1) #5 VERTICAL ®= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS m= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1D 1/2" DP X 9 1/2" WIDE RECESS O 1 1/2" DP X 8" WIDE RECESS 3� 1 1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5� SINK- KITCHEN 6� REF 7� WASHER 8o W/H UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 TUB 13 36" x 60" SHOWER PAN 14 CONTROL JOINT 15 42" x 42" A/C CONCRETE PAD 0 FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. G MONO FTG 16" x 20" DP (2) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY MAY 12 2023 I \V/-; Virtual Review Assist, Inc. PI?ns Review completed and approved for cumpiiance with the 2020 FBC 7th Edition by Lehra Anne Klahr PX2300 FOUNDATION PLAN (ELEV A 1 /411 = 1'-0" cM N O IQ '` - `v Ca �.✓ co All �.. s y7 41w,o 'F Q J w z Q /N� N Lr) U } N A� -c = p 5 V/ O g p li 8 0 .�i V) Up° w a N V oE2 Uj W 0 W w 'Q J �oZtr Z n Uj LU ��_j'n0 I— tal= 80 J° 0 O I— z Z aIn0 OZOXOOM _jOa�Zu��ZZw0w0XJ —II¢—¢OLUHIZ Z� Z16 od QLL a p 1f O O Z W O� O 0 H M Q � M LL 111Z U) I-W(Ll17 M >- Q 00 Q Z 0 W W Jo 0 J ti I I I N N N M CNI M o _M Q Q t o � O CNLoWoo�a011 00 '^ Z� ♦/,r a z w O W 000 ��-+ 0 v 00(j) L0 O Or< Q 0 Z-a F_ a W r-I Z o = W� ZW CO Z U w � az Z �� 0U 0 CL z z z w J O LU N N O LAST PLOT DATE Z • 0 April 27, 2023 J MONOLITHIC FOUNDATION PLAN A 0 En co 0 N LO I H.B co M b 1'-0 0 12x12 CMU COLUMN 30'-0" I. EGRESS Ise►�♦��i���♦�♦��•�♦��,'�� j •♦�♦�♦�♦�♦�♦�• L-22+0ENRO♦�♦�•�i it■j♦=♦=♦=♦`■j♦=♦=♦=♦=♦=♦=. 5068 SGID ►�00►� 04i OWNER'S ►� ►:/ : - :. GREAT -•• ►�� VAULTED CLG 12" DP 0 BATH 8. 10" r.� - ■ `, �, . - - ► 04 1 ♦ SHOWER PAN, �. DRAIN j� Co ' SHW HID I •• I'1INING VAULTED 00 04 - CPT./ \ BEDROOM 1 ►�j -� / 1 p� ♦ • © Cq �� Ic1 e ♦� I • • U. ,J BEDROOM #2 1 ' . .,+ ►♦� �1i�i•�Iii��1�i•��i .• leiiiiiiii.�ii.�iii1»I�1•1.»ii•i�•�lie�ieeil�i��11»leeii P iii�ell�i»eee�i�i»�e1»ii»•el�iiiiiii1e1�1i»iie»i•r INSULATED 1e��e�l��elee���eeee•�1e1e1�i��e�e��ei•�•»e�1»ii1e1»e»e�e�i1»1•ei•i���e�iie�1�11»i1��ii/ii�/1»ile�eei��li �.. WALL RATED ►�� WEATHER PROTECTIVE1 �i • 1 t STRIP ATTIC ACCESS BOLLARDDRYER \ SHELVESIN r LAUNDRY AT I ►'I HANSEN ____4" PADDED TWO CAR GARAGE •�►=s ♦ �� �� Id �j 1 CLGlii�w_ PORCH ., VAULTED CLG . /• 1 1 1 ;� W OPEN POSITION ►'r 16070 . 1 ME 1 1 I FLOOR PLAN (ELEVA 1 /411 = 1 1-011 ca In N O W UQa ow C? (1) NOS � W �Q0 pW H.B. ti N GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET- (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8' CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: ELEV A AREA PROPOSED FIRST FLOOR LIVING 1448 TOTAL LIVING SQ FT 1448 ENTRY 19 GARAGE 387 TOTAL SQ FT 1854 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) MAY 12 2023 Virtual Review Assist, 6. Plans Review completed and appr in, compliance with the 2020 FBC 7th by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 2 y a co . ARt 5 ¢ Uj 0 z SIN p � - E L •r o W M 0 y — V �09 -0-0— M p 0= 8 0 N V 0- m 70 1r oE�2 C) �: 0 a w W ,.- W 0 � 0:U H a X J 0 o 000 _j0 � 00 O I— z 0WWw0zOWO°0m°zz a cn w w cn J H d oW-<W<0_Wz O 0 a a. ; p p Z d OLL d O �dW 0 Z CN O� (n O � � cM � to a _I U) U- r z F-aM 00 < >- < Z U Wz Wo J O I N N CO N r O M O O 07 O = N CD ! C I I ' Z O L Lo > N M v 6 I I zZ ¢ w O W Or)L)co WOo O owo ZLy Lr) = m1:W H� r-I z O = W U I.-D O QWw Z aZ QZ J pV ow W z A2 z W J O O LAST PLOT DATE N z • }' March 23, 2023 _I FLOOR PLAN A 0 b) 5'-11 " O CV . m 30'-0" U 1 J1 M 2.5/12 EJ7 M �j u� EJ V LU i � CJ3 U 0 IH NCJ3V',7�, CJ5 ro� I I A7G N i 8'-0" CEILING /A6 2.5/12 VAULTED CLG. A5 I I I L--------- ------ ------------------- II I I II II I II II I II II I I II II II II 2.5/12 VAULTED CLG. i i I 8'-0" CEILING I i II — II rr---------� I L--- I I --------JL-------------JL---------3 I I II 11 li ij 1 II �I M LO I I II N I II j1 NI 9 VAULTED CLG. 12.5/12 1 ico I 9 I 8'-0" CEILING o ca ---- -- ---------------------- 11 II I 2.5/12 VAULTED CLG. tiO4 i -- r —_ _ 7 L----j _____ ________ ____ _ --- _j I 1—f 8'410EILING II II II I II II I II 17 11 II II II II 11 11 Z I II I II I L______ t------- •------• L--------- II L1 I I ----J L-----J `----- n 7F------------------1 LU uJ Q } 11 I 2.5/12 CLG. I� 11 11 II 11 1 i i 8'-0" CEILING 1 I - O _� 11 11 II 11 A2GE N M C 1 /12 EJ3 i/ B2 -- ��911 EJ3V B1A 0 0 m B3G 0 11 11 11 11 11- �.ell A'-R" ROOF FRAMING PLAN (ELEV A.' 1/411= 11-011 CJI REFER TO ENG. PACK FOR CONNECTION TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES SHINGLE ROOF 12 5.91— A 12 HEEL= 4-1/16" 2� 01_ _ PLUMB 2r CUT X4 12" LABELED END MARK HANGER CHART 4 = HUS 26 (SIMPSON) a = L.US24 (SIMPSON) Total Truss Quantity = 75. ATTENTION! 30' Spanjor less DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT SCSI -131 60 degrees or less 30' to 60' I Ta lin 1 /2 I I � 2/3 10 1 /2 _ I line -span approx. I e 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. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. * PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 140 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FLBC 2020 TPI 2014 Truss member design & connector plates are designed for AST 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. WALL KEY LOAD# DESCRIPTION INIT. DATE R/01 Created from BID B312288 AS 8/6/2015 RA01 REV. ENTRY & ADD HIP Q REAR SHM 9/18/15 RB01 Add Vaulted ceiling in Great rm, AS Dinina rm,Kitchen. 12/21/2015 RB01 LC9 AND FBC2017 HAS 12/07/2017 RC01 RE-CALC A7G B.C. AS 7/24/2019 RD01 LCA JTH 1/4/21 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N.W. WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2468 BUILDER : LENNAR HOMES PROJECT: MODEL 1450 CCA PROJ/MODEL/ALT 7A2 / 1450A ALT DESC: OTC: LOT : BLOCK: DESIGNER PAGE HAB DATE 1 08 06 2015 1 LAN# SCALE N321593R 1 4 11=1' I, M C3 OF Fto M J Dp '.� -' Ln 00 '1• a �k 5 Z O F4, 0 w z d to N LO - E > O.g 0 >V '= `O W U C d V) V m C: Er O U Q .Ns w� QN C � m 1^ a 0. a W W 0 W O� J wI0~O lw—d W X � zW z Q:0 <2<Q <I e 00 Q N 1- ajwOZOz00ZZ�V cnWajrr) O O O Z LL UWWW ,Xa Oxf, Q�¢OW,azWZOwUpa ow OQ o 0 o¢z ly 0 Z (N W U) ti z OF —MO < Lo 0 LL V C U r- F- tY tl M 00 zv� Uj W JQ 0 Virtu Flans Review 1 Re 1QW Assi t. I c. for compliance by with thL leta QZO nd a FBC Dpro 7th d ueh a An e K ahr 123 1 p diti n N O N N C)o O N o I o woo0o0 I 1 LO �t- coZ� ¢W CDW LE CD o woo U Lo � o oWo Z a�a. Ll) = m it W rl O zo= WCL~_ U) ZWO° O Q U 5wIJ_ aZ . Z pU ow m z A3 z w W J O 0 LAST PLOT DATE • March 23, 2023 ZO J ROOF FRAMING PLANS A GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALC: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1854 SQ FT VENTILATION REQUIRED = 890 SQ IN VENTILATION PROVIDED AT RIDGE = 552 SQ IN VENTILATION PROVIDED AT SOFFIT =1386 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/160 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 TRACEABILITY TO MANUFACTURER AND PRODUCT MAY 12 2023 Virtual Review Assist. Inc_ Plans Review completed and appr y for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ROOF PLAN (ELEVA 1 /411 = 1'-0„ r� 0 h�Ln W J DO00 15805 •4+1 ry ' a ••° n z U.1 4; 0 W a z W L C `0`'� U t� M N ti 00 4- t' M V r M 5 ` u 8 � .�^ o U:a a N N i U a- 5 v aCN 00 E >` 00 W F W H W J W O OLL x N 0 XJ3Wi00 ajW (OOpp~Q JO zUa On�inIW1V5xx� tnZWm j�a_JOpO a Za LLIWLLWWUp pQ Q F-�LL O ZW O� 5 ti 0 cM O Q U� M Lo m w � I-Wa.C6 �a�GO Z U WW J O O O O CDr O CN O M O O o r a r t r o I 0 z 1 0 LC) o N vi. 6 I LO qq- 1 C � } `z zZ CDw Z(J) O=)Z!-> W V 000 UV� 0 0°° LLI r_ Q 0 Z a—a W L Llri = m � LU rl Zo= W F� 0 zW� Q z U a z Z U)z pV a. _o100 z A4 a W W O OJ V" LAST PLOT DATE Z0 ■ ■ J ROOF PLAN A SHINGLE R( ELEV AT 8'-0" T.O.M. 5/8" STUCC( OVER CMU ELEV AT 0'-0" 1 ST FLOOR FF STUCCO CASING BEAD WITH WEEP HOLES OVER FLASHING ELEV AT 8'-0" T.O.M. I V 1 1 1- \./ %J I\ 1 1 REAR ELEVATION A 1 /4„ = 1'-0" MM ME owls FRONT ELEVATION A 3/8" = 1'-01 1 SHINGLE ROOF 7/8" STUCCO OVER PLYWOOD 1 1/4" THK x 6" STUCCO BAND SIMILAR 5/8" STUCCO ,,--'OVER CMU 12 75 (4A I ELEV AT 8'-0" _ T.O.M. 5/8" STUCCO OVER CMU bo is ELEV AT 0'-0" 1ST FLOOR FF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RIGHT ELEVATION A 1 /411 = 1'-0" 12 51- ELEV AT 8'-0" _ T.O.M. m 75/8" STUCCO OVER CMU ELEV AT 0'-0" 1ST FLOOR FF 4 LEFT ELEVATION A n _ i n r � I I I I I I I I I I ROOF FINISH PER ELEVATION ROOF SHEATHING 7V"""�:ALUMINUM MANUFACTURED ROOF TRUSS MTL DRIP EDGE ALUMINUM WRAP SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 5 OVERHANG DETAIL ROOF FINISH PER ELEVATION ROOF SHEATHING - MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP PER ELEVATION ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL OVERHANG DETAIL 61 FOAM BAND 5/8" STUCCO FINISH FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE BUILT W/ STUCCO VARIES PER OPENING I I 2" THICK 1" 2" 1-1/2" THICK N 3 1 /2" io 3" THICK VARIES PER OPENING FOAM BAND 8 ELEVATION DETAILS -;NCMU COLUMN DETAIL 4" 10" iv 4 2 LB EPS 2" 1" 9 BRACKET DETAIL 11 N M ch N � f CIF FL OCID N � • oa�W � poy2i �9 0 IUD '05 C.r' -y • •) ¢ Z LLj O w o: 0 z W Q U 00 4- r M r W u _ p U_8 C ° N Ci # ` w C N C h m O 7v'�' C 0. 0 ^ 0 C� I.IJ LU w 0� W w OZ� Q W v:j�_03 LL 0L cn 3 cn In away OZOX0000 0 J F- Zap Fa-' O F_ Z w JQ< W zWzOW��a U_ OW ��-� iwZ o 0 oQ ¢ LLa QLL O O ZW O� O O 0 1_: M Q � CM LO LL ti F— W cy) 11 00 Z U W W J0 O CID M r t22o3 Virtual Rev Plans Review cor ew plet i ssi d a , In d 61 . proved compliance with he 2 010 B�' tf E it, Debra An , \by 1 o •_- No N 0 � N CD M O O O O ' Z O Nw00000 coi^ Z~ vcr , ¢ Z w O W Z co zz 0) 0 V WOO UVN Lo O OF> Q C) z I— a —a Q Sri = W m ~ 41- LU ~O � ZO= WAD � 0 Q 0 :5 W 3e z z Z OU _0 W Z A5 z w W o N N 0 LAST PLOT DATE N Z • 0 March 23, 2023 J EXTERIOR ELEVATIONS A A/C DICONNECT WP GFI itan 1� Iffis'm vim.-. Ma \ \ GREAT ROOM \ \\ o 6'-3" A \ DINING io GF AT 30" I A.F.F. FOR p HOOD KITCHEN GF AT 30" iv A.F.F. 6 4„ �o�, bl \C) 60 2'-3" OYER/ `./ v WP GFI PORCH OWNER'S SUITE GF GF AT 30 I L — A.F.F. Cs L4- r •.\ CS 2'-2" 2'-10" ' i . � . 2'-8-8" `i AHU / \- M Ln EIIIIIIIIIIIIIIIII1[►ril NOTE: ENTRY PER ELEVATION ELECTRICAL LAYOUT DOES NOT VARY L-------------- BATH #2 T-10" 0. BATH 1 / 5'-7" 0 BEDROOM #3, BEDROOM #2 GFI LIGHT & - SWITCH IN CW/ L — — ATTIC ELECTRICAL METER ELECTRICAL PANEL ---� TWO CAR GARAGE 110V CL'G MNT. OUTLET — — — ---------- ELECTRICAL PLAN (ELEVATIONS A, B, K, L & M 1 /4„ = 1 '-0" ELECTRICAL NOTES: 1. GFCI'S ARE T 0 BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STOWAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3, ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets NEMA 1 01 #12 copper to 20 amp ckts 200 AMP 10 #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED r 4 Bare Cu Ground Footer STEEL Groundrod tied to Footer steel OR 4 Bare attached to footer steel TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH r SWITCH- 4 1/2" DOORJAMB DUPLEX OUTLET co TRIM c? BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ S C—'SMOKE DETECTOR at - MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" Q� 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT 1HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -p PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" �I PUSH-BUTTON DOORBELL } CLG MNT LT FIXTURE -} CLG MNT PREWIRE - FIXTURE BY OWNER {}- SURFACE MNT FIXTURE {�} WALL MNT FIXTURE NOTE: l ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 6� 50W MR16 4" LOW VOLTAGE OWNER 8� 50W PAR20 NFL 4" MINI ROUND RECESS 00� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -tyF} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ CS SMOKE DETECTOR C SMOKE DETECTOR =U-18- UNDER CABINET 18" -S-18- SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP = U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF 24 :�R 24" VANITY LIGHTING F;;-r 36 ;-,� 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUSTFAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) = MASTER STATION lWo-0 ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR ® A/C REGISTER TC THERMOSTAT TO 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. gW J DO'4� ° ° ° 4 �t 05 V) W N LO. L ' `q u M C ti t M }C :) 0 U C)) p M: o Q N w p� QN ^` W V w .Ln a W W W P W J W O o j��`LOa�au-UOLL-O 14— ~ 3 0 aOWvw ZORMZS �2O OZa nWWF-couW¢�aLOWpa8 ZFQW2�- °<1ILL $o �-QWa Q 0 ¢¢, u- 0 cV Z 0 W F— 11 / (/) O Q `M O Q L1) —j LL- U) ti WLq F- Q co U Foo Z W J O O J M z o2 for Plans compliance Virtual Review evi om w e Jn sist 1 c. by Debra th t nne e 20 0 F ro Ed Ktal I r Px I 300 I n o 0 CO N O O N I N I ' z 0 N ,^ 0 W O O O O O I M' 00 Cr az O �..+ W Z CO O W coo U 0 two :) Z F— Of ' �.+ ! = W d m~� H T� tY z0= ■ U j U Q O ZWO � � Z U°-z LU Ix LL Z NZ i F=- poa. W Z A6 z w W J O N O T� LAST PLOT DATE N Z • • March 23, 2023 �= ELECTRICAL PLAN A, B,K,L&M NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3, GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 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 Yz 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 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD; 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.4. 2. BALCONY AND DECKS 60 PSF-UNDER 10 0 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR 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-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = G.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S,C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN 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 / Borecore 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 includingg all risers and spray heads shall not be installed wRhin 1'-0" of the building side wall. 4. FB -R R318.7- To provide for inspection for termite infestation, between we, covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If r inf II occurs before vapor retarder placement, retreatment is required 9. FBC-R R318.1.5 - Concrete overpoyr and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1 .6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318,1 - All buildings are required to have pre-constructlon treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIuN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. AInTC- IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" 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 Y8". 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. MAY 12 2023 V_ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 S" a �_, N Cn p L0 o Lr) i, a ti,1 W Wc O W tr O Q tn/�1 W LO E 5 0 W V 0� co �� ti 4 .4. N V S 0_ 9 A� E 0 t co W O } p M: g o Q U < p .LO V LU Q c N �. E .0) 0 r W w w 0 LUF- LU LU J WHO W02of Of C7 W Q Q U _j 0 rn 3:W u-000jO Dao�ZxL'o-Z2Oor¢a l- 0 O CYCOW s2ZOXOR � U cnQao,>WWWW nLLWZd0 � 0 Z �~pw Wla-� WZ UQ 4 O Q =O 0 U LL 0 Z N LU O I..:cM QfA M L0 J LL I- CL M L) Z W W JQ J CO I i I• I• I O o0o p M a o o CD I o I O N W o 0 N 0 M 0 0 u7 I Lo cor Z~^ \,/J QZ O W ZW 000 O U LU (OVo7 l,o 0 OF-Q Z aOfa Q ■.1 / = LU W = LU 00:0 m�� ,--i z O O LU QF:) 0 ZXO CO Z U W ■ ■ Z aZ� F U 0 a. _0 m Z Z z W WSNOJ O O T_ LAST PLOT DATE ■ ■ Z 0 STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL. SHEATHING J — I. l }--'xX I I. Sd Ili 16GAx1-1t,:" LONG (34"-1" CROWN) -I %' 4 STAPLES .. ,& 6" O.C. VERT BETWEEN I MAk I 1 I 'I 16GAx1-1 `', LONG 134"-1" STUDS (NOTED THUS:—) - OFFSET I I I I CROWN) STAPLES ci 6" STAPLES BETWEEN STUDS AS SHOWN — -- - i O.C. `ERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" T-0" 'DETAIL EXCEEDS TIE REQUIREMENTS FOR FBCR 703.7.1 LATH" "ONLY APPLIES TO LENNAR TPAlJAX"" LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR -' GAS METER 0 0 N H C G 000 _o o ? ;n o 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 "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-l" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)15d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING f� w JJ l:! ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + Ep + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4+0 + + + a'-o" + + + + +++ +++ + + + + k,6�- + + +++ ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + cr' 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 MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 5000s 1.8/1.7 panels wood p 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" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking + 1/8" gap r k 1� FILL CELL BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # FLOOR 2ndDS above to bearing below. STUU SECTION @INT. BRG. WALL N.T.S. 1/8" min. Small 2;" min. 2" } gap 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. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. g required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" 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. higher than 1Rnrnh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack "Non -stacking walls over squash=20 blocks and require additional wall or beam below." consideration. Check local building code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES � DO NOT cut, notch or drill flanges Boise Joist Blocking i Ica ' " (1 nril nails at R" n r. Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 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." Use 10&3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration.— ■ ■ • �77775 :.;. 6"" A 1 2' ROUND HOLE MAY 6"" 6"" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" 1'-l" V-2" V-2" V-3" V-3" V-7" 1'-11" "'-4" T-9" T-2" T-T' 12 V-0" V-1" V-2" V-2" V-3" V-9" 2'4" 2'-11" X-7" 4'-2" 4'-9" 5'-4" 16 1 "-0" V-1 " 1 "-2" V-2" 1 "-7" 2'-5" T-2" 3'_10" 4'-9" 5'-7" 6'-4" 7'_2" 20 1'-0" V-1"' 1"-2" V-2" 2'-0" X-0" 4'-0"' 4'.10" 5'-11" 6'-11" 24 V-0'" 1'-1 " 1 "-2"' 1 "-3" 2'-5" 3'-7" 4'-9" 5' 10" T-2" 8' 4"' 9'-6" 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 %" 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. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BCI 6000s® 13CI6500s8 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60s® 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 5-16d 16" 6-16d 6-16d SIMPS( w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPS( w/ (22) ' NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. _Install tight to_top flange. A \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. V/4"-2" gap 1 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1 /4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top P required 'rf 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. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM SEE PLAN FOR °• a • ° FOUNDATION INFO ° G STEM FOUNDATION GRADE REINF. SEE PLAN 14 —zriE �b } ° rrrl l...:1T All, UNA= 4 t-lvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. 12" BELOW GRADE SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° •° (WHEN w/ (18) 10d x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE a I I—III-1 1= �. I I• — I— I-ll °. ` ITS I ''�I I I— • I I • —III'_-'-"' � I I 1 I F— I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. a Plan, I'll comr TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE/F PENETRATION PLUMBING LINE ° 4 4 o a 9 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 a --------- I II I I 'i ; 4-----,--�. SEE FND. PLN. SIZE & REINF. co N O _ / X 1;.-i - -- _e` O (; N M 04 M Ln LO ° Q `:,, O W W 0 z Q N NLN E 10 Y o N � 0 may V) -0- �+ M N V _0 ` L V/5 _ u 0 LL 8 R Q .N.L wd- U aN C ^^`` 7W ` co �� m V � n (i W w � W J w00 ¢ QQ IYOj2J<03WWLLUO2JO �g 0 I— aU)WWgzOWOWmoZ5 co U Cy O O U) 0 Z CL]fn W W �zLL2QOa,.4J �pWOWg_wpiU�¢ 0U. O 4¢ >t 0 Z N LD U) 5 0 1- CM Q M � W a CM fzo-2V­ Z U Z3: W wo J O MJ A122M Virtual Review As ist. Review Completed and app iance with the 20 U F Debra Anne Klah PX ,7t 3D0 �— 04 0 0 0 � o M � � M a C)0oo � a t C)! I O Nw LO > o � 0 N 0 � 0 � o to I I '^ W vJ <Z Qz O w Zw 0OO_ +1 CD O V UVrn 0 OZj LLI 0 0 Z a-< Xa Ln = W=Q coftW (� ~O z O = >-MU) O dZWO WU- Z z Q �� U J 0 a. _p m Z SN1 Z W W o ti T— LAST PLOT DATE . . Z4-0 0 STRUCTURAL DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING �12-N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 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 NAILER TYPE 'IS" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C._/FINISH 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER M v7 31/4" BASEBOARD MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PERCD MUNICIPALITY. `o 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE ' Z!D ° 0 4 Z QD M 6 MIL VAPOR D D _� I== z r BARRIER —I ; "r 4 � D T COMP. SOIL. I � (COMPACTED TO 95% T[ I I III =I II IJ — -IT NOTE: EXTEND DECO FINISH MODIFIED PROCTOR —III —I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" 13 I OPT: DEPRESS SLAB 5 Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS—(�O.H.D. RECESS t' z II -;IV M a. . 1.+. 4" c SEE A/S3 OR J/S6 -1L1 I LL1 , I 1 1 i 1T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) 1A D 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (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 14 6x6W1.4xW1.4 WWF OR FIBERMESH `n D' 1 I1111 —11 I —I I I—T TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N ELEV. 0'-0" d < A.F.F. A. a d• . 4. ° a . -A A. ' ° ' a' ° d . ELEV-0'-31/2" Z d A.F.F• O a ° d d 2x4 CON4. T. _°. ° : ° ° LL 44 e •d Q° O d. C n°. N GARAGE DEPTH VARIES ° d. .4. , d A- ° 4 GARAGE SLAB AT STEP B SCALE: 3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N #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 , 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN ; p ° c FOR CLARITY 00 ° R D D. D ° '° D Z NOTE: 111 111 111 111 111 N 'FOR BEARING WALL W/ UPLIFT ONLY I�� 11=1 I I —III —III —I I III—�=1 Imo—III—�—I 11=I IT=1 I I —I 11-1 I I—. 11 11 IT_I I I II 11 I I i11111�1111 I I�T� FRAME WALL TO C.M.U. WALL CONNECTION K"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" Z GRADE 00 ° LML—Z— — — .° _ III III III III. _ _ -(1) #5 REBAR w/ OPT. ' 1—III—III—I 11= 11= 11=111 1 I I� I =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS (V ' cM f N a . d' :e.7=I 0? I.41 I IT r SEE A/S3 OR J/S6- - -1111 1 111-111 , 111 I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) 114" (2 ST RY) GARAGE DOOR SLAB RECESS 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 D D 6 MIL VAPOR BARRIER ,I D 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLO^,KING @ 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 @ 4" O.C. @ BOUNDARIES, 6" O.C. @ PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD Z--4NSULATION 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"°4/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE x10' WEDGE ANCHOR x 6 W1.4 x W1.4 2�� O. 24 O.C.) WWF OR FIBERMESH 31/2" MIN. z °_M. 11 r3 31/2"(min 4rL� -111 MLL1... (2) #5 CONT. 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL rc "SHEAR WALL" SCALE: 3/4"=V-0" 9✓c1�os�GJ���� P�5 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS �31 TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 00 3 1/2"(min.) 4"_ — II ' =I f�_lT� 11T(_lT�_1T�-11 LTf--1Tf I' (2) #5 CONT. -11j— 14,1=111111 114111,; 1 I ; I8 - U.N.O. MIN. TYPICAL BEARING WALL @ STEP 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY Go K\N�o S FORM SUBMITTED WITH PERMIT lo 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 FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 00 AMA- _ 1 LI_ #5 REINFORCING BAR R 1 7/8" —� N T I i I I i IIIT z #R I AP F;PI IrF: COMP. SOIL. (COMPACTED TO _ ° _ 95% MODIFIED PROCTOR ASTM ' �= I I I I I I ll—_ I I=�=I I ICI D 1557) �rr� r r�rII 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0 ¢ CONT. BEAD SEALANT OILINTERIOR 2X STUDS @ 24" O.C. U.N.O. d GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. WI DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 N ' c WWF OR FIBERMESH M E e ° N T 771 M 6 MIL VAPOR BARRIER if IT_I III7 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"= V-0" K S3 SCALE: 3/4"= V-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 ~ END OF 2" x PLAT w E 0 W D U rA a e. a w uj co ' J—III—III III —I ° 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. QS 3 it FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF 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 SCHEDULE � > a w SEE PLAN FOR STRUCTURAL 2 w COLUMN SIZE AND BASE o w CONNECTION INFO. M SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" 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 SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or PER 0'-0" FIN. FLR.� COMMUNITY SPECS ----------- p p sic - i�✓i i� i�Ji i� ij i (2) #5 CONT. .—I I I I I I ON 3" CHAIRS 8" (TYP.) 1'-4" 1/2"(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N c e WWF OR FIBERMESH I — TO � I —I o IIII 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" �S3 1 1/2" RECESS FOR VAKItS 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH mac; ° d G ' : 11ii�LLi,�-f1J1T ° °° T ll A. fat M T I � •.. III SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD E v CONT. FOOTING STEEL MAT REINFORCING. r ' M oo GRADE — d ° c� J ouja 111 � I111IIIIIIII T Tff--T Lu z o in -III —I ! ° a I�I I�I I I I�I III- FOOTING 0 I II I I1 i 11 - BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 co O N co ,✓® M W J DO&�, `� o 00 A OS Q z ' Lu O w 0 z Q > W 6. W U M y M °? M Elmo W 5 T� p u Q v_! 0 u- 8 . N Lu C) x V c M N I` O E c .02 ~ a 0 W ow vi Wo►- 1--Q cr _j re zowLLI Z � C7 V 7d�jX�<2< <liUo 0o��0 o°z o��wozowm�6W �QOW0i'Z OC�LOZ �~¢Q� pw mwpmU z =O LL D�QLL O Z N Ow F_ U) 0 �U)M1"- J LO z i— 0 cM O < >_ < Z V Lu w O J qIT A 12 z3 Virtual Ravi fans Review w A s1st lac• c Gmpliance °m with t by fle6ra Anne leta e ?U an 0 F ap R ion Kla r pX 3 �— o 0 0 0 N O O .- N O I O I I 0 N LO � w o � 0 N. 0 M 0 'Tin 0 I 00 ♦^ z~ vJ az O Ll.l zw oLLJ 0 0 O _ 0 z O0 �— c:) Z WL2 = w=~ mF-uj (r, H O Z O 2 ■ ■ LIJ M 0 ate Zwo (.0z U (L Z L- az J 0U 0� m z z Z Lu W J N N > LAST PLOT DATE 0 ■ Z 0 STRUCTURAL DETAILS - MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 �`NP) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD + ++ + CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO II 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 F - SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT/=- ___ 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL 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. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION. SCREW OFF CAP (3" DIA.)---� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS • 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S(� REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW,/"' S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) 0 5 FOR CONCRETE PLACEMENT 7 �����!f■il�111E'er _4�® •- .-. ' • .. •- • Milli !ill_ ■■III III■■ Milli IIII� ■■III NINE �I!!I 111111011 ■■III lil■■ Milli I!!L� ■■I�� III■■ �IIII Illy NOTES: C 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (3) 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 CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN FOR CLARITY SEE DETAIL IN POSITION GARAGE ENTRY FORM DETAIL K/S4 SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x'6 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGEFLOOR .,� TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL Ct EXTERIOR WALL 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3111 COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SF ��VO FA�N� 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 / 6 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP I iARAGE OOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' (1) 2) (1) (2) (1) LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (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"xl0" OR GREATER HEADER w ( )-(2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. 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 (NIP') 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 BARRIE 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" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONIC. 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.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . 48„ SPLICE STAGGERED • MAN . ' 10d @ 8" O/C ATTACH ALL \ EXTERIOR STUDS W/ (4) 16d TOENAILS TO 7bP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON (C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w cc U L v/ 2x TOP PLATE r 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 FEQUAL @ 12" O.C. STAGGERED FROM BOT. SEE AIS3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) > (5645# SPF) > (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. i&NUT 'OXIED A.T.R. Z & NUT OXIED A.T.R. i&NUT d 2X8 P.T. BOTTOM Pi 5/8"00" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 Q a 2X8 P.T. BOTTOM PLATE UU„ ,,, „ „ 5/8 x10 J BOLTS @ 24 O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY "I K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED 1 NA A NA TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12"pq (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 for c M 04 04 4'Uj j Do IY41 Lo '4�: 4i • • , • LL a i'5 l °� u ,• cwc w 0 Z Q A'(D LO - E ) W > 0 0 L■ C so U \W /`' M� 0•1. N co 2 N-0-0—�a2 u� 2 co C: E L z p W 0 2 S u N oE� g) 0. a W W (7 W V 0 L vi W OUj I- LU H~ M U ~zo: Of _j02 0awaLLU00'_j0 Q Q O 0 :do�zLLLLOz2oO-,a -a¢ CO W ZZz ��dj65 W W W70,g: J 0 Z LL. ��a0wi-p?wz-2v°a w �►-� °z a 8Q o 0 o qua LL �aU_ 0 Z W 0 pI..:�o Q W M Lo �C!)�� f—�<M � 00 zv< w Z 3 Jo MA 2 V� 42 Virtual Revie ans Review As is�, I+. com pt mbllance with the Y Debra fed ted nd F B nc: ppr 71h ved Anne later Pt2 n �— o IN 0 M N CN 0 M C)0 o O n o l � a o I I , O N L0'^ w , Q o N' 0 0 0 I I Lo qi M w Zi az CDzw 4_0 O 0 WOO_ UVU) Lo-0 0 DZj ow0 -0 `— CDLO Z of < LULU a: 0co~W O r-I z o = W Q i- a o < iii 2§ QWU_ C0 -' Z ■ Z az U 00� � m z z z Z w W J O N N LAST PLOT DATE . . Z 0 STRUCTURAL -- DETAILS SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX.9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 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/1Od 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, WEEP SCREED FASTEN WITH 10dx3" @ 4" O/C SPACED 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 1 Odxl 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION 1 TUSS 4 EB (24" w/ WEB, USE MSTAM36 w/ (7) ORC. MAX) MIN 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK 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" 0/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & SIMPSON H2.5A w/ (10) 8d (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 ' 1/2"CDX PLYWOOD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSI ATTACHED CORD ATTACHED W/ (2)16d TOENAILS w/ 1 SHEATHING ATT w/ 10d NAILS @ 6" O.C. 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (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 KING FASTEN WITH SIMPSON META12 w/ (7)1Odx1 1/2" NAILS AT 6'-0"' INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS l BLOCKING, Odx3IN 4" O/C O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" 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. EE HED LE R H N FR MIN EET F R HEATHING S SC U -[ S]-0 A GSH O S EFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) IN SHEET S5 FOR =BRACING, AND TOP "' " SEE STRUCTURAL HORD BLOCKING N NOTES AND NAILING -FORMATION `O SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 '/ ... (2) 16d NAILS VOOD TRUSSES `° ao ;o 2"x4" CROSS BRACE E APPROX. 8" FROM x4 RAT RUN BRACING 1 1 2 1 1 2 RIDGE FASTENED AT X 24" O.C. ON TOP OF EACH JOINT w/ (3) OTT. CHORD FOR 4 RUSS SPANS 10d & (2)10d TOE ,TTACHED W/ 2 -16d NAILS @ EA. END ,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 @ 48" O/C FOR THE HE (2) 16d NAILS x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF I/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 LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r ADDITIONAL INFORMATION. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2) 16d PER JOINT .,.,,. , ,,...,,,., .,, , .. ,.......� ....,........ 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SH SCHEDULE 7TTACHMENT 2 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 ri SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2)16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS 4LSEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL— ` BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ ;. . 1Odx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. 15 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) 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 I 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/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO —I- 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 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z i BRACING w/ (3) 1 Od x 3" AT I = • EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.O.) L BRACE 2"x6" (U.N.O.) L BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) DS @ 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 TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING' 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED :4� 10d NAILS 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/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACES AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll � roiril 1111111 a 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 rL AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 7 o co " _N J DO 1 ?F ' Ln 00 Ln e �, , -- it -- • *k 'In , A ,0015805 �„ 4 •' a r N .,CIF z w w z a 0 N L -- E �bo 0 W L \ � c ti N V c: 0 u8 p�8 6 • LJJ Q : � Q o E� Da W LLI 0 LLI w LU� W J pW�¢OZ� como 03:xcou.UOOJO Rj�J Q Q V co =dOHZwwozmo'H- Q 0 OZOROOmZ? U CoLUajCoLuW ZLL <0 O Z LL ��¢pwe�zwzOwVpa OW �I—F 2Lu6 ¢ u- 0 0 oFQLL s< O O 04 z W 0 (= O fn CM O1%_ z Q W Q u� f— W a- co �a- mT- O >- ZU� W W JQ O d- MA Virtual PlansReview R vie bs lei I ' ist, or compliance c ted and nc• wit hY Debra q the ppr h ved Editi ne I 11P1118 Irl N N N N N_ co N M O C o O .- o I N o I I ' z 0 N W o 0 0 0 0 > .- N M I Lam.}. V cr co }� V/ Qz W O W zz ❑00 Cy)0U5 o U () L O °orQ -� 'Q O Z aaa LI) = W =a uj C� copt ,--I 0 z o = . W 0- Ov 5 W E / . (� 31e. z z az co 1 OU 0IZ m z z z w W J O O T_ LAST PLOT DATE N . . Z 0 STRUCTURAL -- DETAILS DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 —1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 P.T. „ 1x4 3-1/4" LONG X 3/16" 03 FURRING TAP 21 X 3 LONG FURRING TAPCON. INTO TAPCONS STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRY THROUGH 1x4 P.T. & 1x8 P.T. -1 /211 DETAIL DOOR JAMB (REFER 1x4 F1/2" DRYWALL TO PRODUCT APPROVAL FOR CON14"27X8 -1 TO (2) ROWS 3/16" x 3-1/2FURRING TAPCON @ 16" O.C. &FROM EACH END w/ M. 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED 12" 0 C 3116" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN.rx4" DRYWALL DOOR JAMB (REFER EACH END W/ MIN, TO PRODUCT TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"APPROVAL FOR CONN.(2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACHFURRII 02"EDGEDIST. TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ..Q'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2 1 / 11AIL STAGGERED @ 12" O.C. 1-1 /d" r)PT01I 2D x ETAIL 4 DET BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAXir 2'4" II C ARCH BLKG. & BUCK BTWN. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING — BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\_20 x 4 SOLID BLKG. (FULL WIDTH OF WALL) B-MIN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 DETAILS OR THRU INSTALLATION DETAILS PROVIDE TAPCON PER WDW. INSTALLATION D S TI A -A o � 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 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DPAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE 4' MAX. RAD. 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 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d _ NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE 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 ----------- CREW 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 K SCALE: N.T.S. SS =00IT1111*0 PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN, OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX' $ #5 REBt (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 1�:719. F/ NOTCH WEB AT +5A FIRST 2 COURSI "" ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS 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 12d NAILS 2 7 X6 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: : ' r SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. _.`' PRESS PANEL REINFORCING INTO PLACE. F .r 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. :. •: s -:;.:: 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 PHIS 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 4Yz' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL, SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION OCCURS TOP WITH MIN. 3" COVER 6'-0" I F.F. °. D �_ �r T pD. °—IEIII—I 1Tfn,1Tf ' TT��jT��TT�� •D. D III IiI III- , _° GRADECn Z \ D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY JIL 71 Of SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN 51 YP.) rHE :S I IAM nnI=0TADI C IAIQTAI I "rinKI FILLED CELL INSTALLATION rH""� SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DFSlr•;N �•: SEE NOTE t BELOW SL''_ BRG WALL TYPE ALUM F'E P PUW I �, - " I x � ; Nx- F CHAN11F1 . �.� . t DIA tt. FASTENED PER NOTF. 2 BELOW --1 I'+� ---1- F.C'NT VENTED OR ' -,Li _ T CC;NT 2x4 NAILED TO — 2x BL0/= KIRk NAILED Twat T'C I `; I°" CHORD EVERY OTHFR T R! i w/ 3-'12d NAILS. TYP. (' j G.C.l BUILDER TO V'ERIFYIPRO IDE c CrF-'T MATERIAL SPAN CAPACIT':=- �?N 1 HE DESIGN PRESSURES SPECIFIEL, F(:R t.;<_; 1PCINENTS AND CL I'. LISTED IN THE :)E-, ICN CRITERIA ON SHEET SIN 2 FOR SUF I i A I 1 I r' I 'A'ALL (PER ALPHA ALUM INCFL# 1 F.'., - PRODUCT APPRC VAL) F C-11ANNEL ::ASTENEDTO: CMU w! T NAIL .097" DIA. @ 24' C, ::..,+ 56" MIN. EMBEDMENT 's" 0(,D w; (3) 16 GA. 314"xV4" CRG'�'iN c•Tl�k'LES,m 24" MAX. O.C. If. =43TERN I !R FA;` f'IA wl '16 ('A i API FA%H 4.-jR0C'l1"[:'- STRUCTURAL SOFFIT S F01 SCALE:. 14" - I' 0" C', F` )R ALJUMINUM SOFFITS WI7- tiEV 0923 2021 " 1' 4 , N ; I Al-L MID `,PAN BLOC THE SUFF I i Fi PA N`iT.A' i ATIC' . 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 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. x (2)10d NAILS @ 8" O.C. O�ERygN TO TRUSS TOP CHORD + + IENGry PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + + SOFFIT + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. / CENTER SOFFIT PRECAST LINTEL �// SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 6 3" MIN. EDGE DISTANCE RETROFIT FOR MII MSTAM STRAP SCAT F• 3/4 OCC QUCCT M A1\In r z 0 U) Q U_ 0 LU U U_ F- U 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4)1AN2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT e FOR OVERHANGS BETWEEN OVER 1 1/2" . CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •a OVERHAN ti RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI D. 1'-01' 5'-011 1►1&1:1 > D D ° ° D #5 BAR D D ' D 10„ p D ° CENTERED W/ g IN TOP c _ 74— D Iq KNOCKOUT / c� CHAIR BLOCK ° MONO FOOTING D SIZE AND REINF. PER PLAN 71 11=1 ° AND SECTION DETAILS -I -I o CLEAN FILL D ° DIRT Z °. ° STANDARD 4 0 90' HOOK iv #5 BAR IN FILLED CELL IV 0 V a • 0 V b •\ 0 •. n• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 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 I 11:1 SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. t'r < �1� lj n.. y` ry Ln LO �., ^; • i'QS Q Uj o LU fr 0 Z Q N OL_ E > O 0 6. 0 W U mr CM co �1 4—♦� O aRo co tN U ° C a% 0u g O U- S iv Q •N u w aN " C V _ a LU W (' w w tw—Q LU_j Lu¢ 0 Z x _jU)03xmLLU02_j0 Q dmxW0_ZORO_Om°Zp�U ~ 0 Q _j Otn W W ZZLL J 0 J cn O Z F- W - W Q 0x o 8a U° Q 0 ~ LL O ZCN w 0� U C,�-MO Q M LID L.L U) ti F- W cyi oe tl V­ Q >_ Z Z W J AA­ 20 3 Virtual Plans Review Rev w A 5sis , Inc for compliance co ith t epp ZU n �p r d by Debra Ann Kla r P 230 E 110f1 O O M CD N N N N rn _M o O O NLU o 0 0 0 0 LO > N c� to co N z� Qz O ZW 0 w v O O �U_� Lo H 0 �z> 0wo QY Z axd / = W=Q F- T� O Zp2 ■ ■ LU 0 (.0Q U gWwx IL Z Z az U)z pU _011 W z Z Z W W J O O LAST PLOT DATE z 0 j STRUCTURAL DETAILS - RETRO FIT ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASON 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. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS GAS FIXTURES - BTU SCHEDULE • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 V IT'hAS COOKTOP: MINIMUM NET AREA COMPRESSIVE STRENGTH =190 :'BURNER BTU RATINGS (000'S/BTU) - LP GAS (1) 18.0; (1) 12.0; 1 9.5; 1) 5.0 • REBAR PER ASTM A615 GRADE 60 B) BURNER BTU RATINGS (000'S/BTU) - NATURAL GAS (1) 1; .0; (1) ��.0; (1) 9.5; (1) 5.0 • DRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 GAS DRYER: • MORTAR PER ASTM C270 TYPE M OR S A) GAS (BTU/HR) 22000 FACTORY -EQUIPPED FOR NATURAL GAS. GAS TANKLESS WH: 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN CLAt'M7ALA '�lJ(IMNAXIU%) LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN 318AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD - 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads CRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.OB 8F12-013 8F16-0B 8F20-08 81`24-013 8F28-0B BF32-0B LENGTH 8U8 8F8-1B 8F12-113 81`16.1B 8F20.1B 81`24.18 8F28.1B 81`32-113 3069 4605 6113 7547 8974 10394 11809 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 3719 5163 6607 8054 9502 10951 3'-6" (42") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1969 2110 2931 3753 4576 5400 6224 1599 2189 4375 6113 7547 7 8672 10294 11809 1349 1438 1999 2560 3123 3686 4249 5'-4" (64") PRECAST 1217 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 1 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 699 1160 1625 2564 3486 2818 3302 9'-4" (112") PRECAST 554 752 1 1245 1843 1 2564 3486 1 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 582 945 1366 1846 2423 3127 4006 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1 1684 2193 2805 3552 471 755 1075 1428 1838 2316 2883 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 424 706 1002 1326 1697 2127 2630 14'-0" (168") PRECAST 279 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 164, (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.M. NR NR NR NR NR NR NR 300 1 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. N R N R N R N R N R NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1 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 4AS11,4499" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-0B 8RF10-0B 8RF14.OB 8RF18-08 BRF22-OB 8RF26-0B 8RF30.OB LENGTH $RU6 BRF6-IB 8RF10.1B 8RF14-IB BRF18-IB 8RF22.1B 8RF26-1B BRF30.1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 t3966 1596 3063 2992 3968 4946 5924 4'-6" (54") PRECAST 1494 1756 3699 5206 6639 8060 9479 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 34021167 2481 4567 6389 8060 34 791719 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 1 2342 4242 6639 10 8060 39 7402 19 8706 19 6-8" (80") PRECAST 797 901 1825 3120 5048 1 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 1 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR R" PRFCAST A PRESTRESSED U-LINTELS C,o,� 0"m SAFE LOAD ^'�� � PLF TYPE REINF. LENGTH 8U8 8F8 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 89 164" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR R" PRECAST w/ 9" RFCFSS Dr)r)R 11-LINTELS C�,rnC� SAFE LOAD ^'��PLF TYPE REINF. LENGTH 8RU6 8RF6 CMU* *4' (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 V-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4~11_4mw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12.1T 8F16-1T 8F20-1T 8F24-IT 8F28.1T 81`32.1T LENGTH 8F8.2T 8F12-2T 8F16.2T 8F20.2T BF24.2T BF28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 1569 2524 3547 4569 5591 6613 7636 1 3' 6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1 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 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 163402 210 11 2511 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1 1422 1736 1 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 (141 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 162 11 187411 15'-4" 184" PRESTRESSED 224 302 485 13 626 13 167 13 909 13 105213 ( ) 230 364 609 897 122� 8 156214 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 631 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 14612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 L71 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 1 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 1 316 1 450 600 1 75612 87513 (#) 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 4C^"_0VR"4 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-IT 8RF10.1T 8RF14.1T 8RF18.1T 8RF22-IT 8RF26.1T 8RF30.1T LENGTH 8RF6.2T 8RFIO.2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T BRF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 1 3374 4224 5074 5924 5'-8" (66") PRECAST 675 1301 1960 1 2618 3277 3935 4594 675 1301 1960 1 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 570 1012 1651 2204 2758 3312 3865 6'-8" (80") PRECAST 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS Af4 ADEQUATE SUBSTITUTION AT ALL LO P.TIONS EAT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS `A > D > D > D C C 8F16-1 B/0T 8F16�1 B/1T 8RF14n-1 B/0T 8F8n-1 B �= I �/ �1 e a 0. > D % 0. > D 0 ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS O C W/ (1) #b5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR v 'Al C.M.U. 0U) x oQ Sfn0Co ° w V ~ ��LI 0 c #5 REBAR AT o w - 50 so w . c ° BOTTOM MIN. (1) �¢z REQ'D ¢ U- (�f J J J Z - W ¢ w 16 GAUGE � j ° POWERS STEEL (0 r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR I-- C.M.U. Q 60 GROUT t ,om #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTHATIO TYPE DESIGNN F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1T NOMINAL WIDTH- I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= Z~ C7 io C C CF LINTEL PLAN PER ELEVATION A :D v I) CQ Lu lans for come t MINE 00 CO CL N (n 0 < LLu L 77 MAY 1220 a CD co 4 (#) 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 4AS11,4499" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-0B 8RF10-0B 8RF14.OB 8RF18-08 BRF22-OB 8RF26-0B 8RF30.OB LENGTH $RU6 BRF6-IB 8RF10.1B 8RF14-IB BRF18-IB 8RF22.1B 8RF26-1B BRF30.1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 t3966 1596 3063 2992 3968 4946 5924 4'-6" (54") PRECAST 1494 1756 3699 5206 6639 8060 9479 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 34021167 2481 4567 6389 8060 34 791719 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 1 2342 4242 6639 10 8060 39 7402 19 8706 19 6-8" (80") PRECAST 797 901 1825 3120 5048 1 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 1 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR R" PRFCAST A PRESTRESSED U-LINTELS C,o,� 0"m SAFE LOAD ^'�� � PLF TYPE REINF. LENGTH 8U8 8F8 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 89 164" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR R" PRECAST w/ 9" RFCFSS Dr)r)R 11-LINTELS C�,rnC� SAFE LOAD ^'��PLF TYPE REINF. LENGTH 8RU6 8RF6 CMU* *4' (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 V-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4~11_4mw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12.1T 8F16-1T 8F20-1T 8F24-IT 8F28.1T 81`32.1T LENGTH 8F8.2T 8F12-2T 8F16.2T 8F20.2T BF24.2T BF28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 1569 2524 3547 4569 5591 6613 7636 1 3' 6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1 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 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 163402 210 11 2511 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1 1422 1736 1 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 (141 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 162 11 187411 15'-4" 184" PRESTRESSED 224 302 485 13 626 13 167 13 909 13 105213 ( ) 230 364 609 897 122� 8 156214 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 631 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 14612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 L71 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 1 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 1 316 1 450 600 1 75612 87513 (#) 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 4C^"_0VR"4 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-IT 8RF10.1T 8RF14.1T 8RF18.1T 8RF22-IT 8RF26.1T 8RF30.1T LENGTH 8RF6.2T 8RFIO.2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T BRF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 1 3374 4224 5074 5924 5'-8" (66") PRECAST 675 1301 1960 1 2618 3277 3935 4594 675 1301 1960 1 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 570 1012 1651 2204 2758 3312 3865 6'-8" (80") PRECAST 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS Af4 ADEQUATE SUBSTITUTION AT ALL LO P.TIONS EAT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS `A > D > D > D C C 8F16-1 B/0T 8F16�1 B/1T 8RF14n-1 B/0T 8F8n-1 B �= I �/ �1 e a 0. > D % 0. > D 0 ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS O C W/ (1) #b5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR v 'Al C.M.U. 0U) x oQ Sfn0Co ° w V ~ ��LI 0 c #5 REBAR AT o w - 50 so w . c ° BOTTOM MIN. (1) �¢z REQ'D ¢ U- (�f J J J Z - W ¢ w 16 GAUGE � j ° POWERS STEEL (0 r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR I-- C.M.U. Q 60 GROUT t ,om #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTHATIO TYPE DESIGNN F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1T NOMINAL WIDTH- I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= Z~ C7 io C C CF LINTEL PLAN PER ELEVATION A :D v I) CQ Lu lans for come t MINE 00 CO CL N (n 0 < LLu L 77 MAY 1220 a CD co 4 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR R" PRFCAST A PRESTRESSED U-LINTELS C,o,� 0"m SAFE LOAD ^'�� � PLF TYPE REINF. LENGTH 8U8 8F8 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 89 164" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR R" PRECAST w/ 9" RFCFSS Dr)r)R 11-LINTELS C�,rnC� SAFE LOAD ^'��PLF TYPE REINF. LENGTH 8RU6 8RF6 CMU* *4' (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 V-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4~11_4mw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12.1T 8F16-1T 8F20-1T 8F24-IT 8F28.1T 81`32.1T LENGTH 8F8.2T 8F12-2T 8F16.2T 8F20.2T BF24.2T BF28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 1569 2524 3547 4569 5591 6613 7636 1 3' 6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1 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 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 163402 210 11 2511 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1 1422 1736 1 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 (141 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 162 11 187411 15'-4" 184" PRESTRESSED 224 302 485 13 626 13 167 13 909 13 105213 ( ) 230 364 609 897 122� 8 156214 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 631 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 14612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 L71 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 1 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 1 316 1 450 600 1 75612 87513 (#) 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 4C^"_0VR"4 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-IT 8RF10.1T 8RF14.1T 8RF18.1T 8RF22-IT 8RF26.1T 8RF30.1T LENGTH 8RF6.2T 8RFIO.2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T BRF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 1 3374 4224 5074 5924 5'-8" (66") PRECAST 675 1301 1960 1 2618 3277 3935 4594 675 1301 1960 1 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 570 1012 1651 2204 2758 3312 3865 6'-8" (80") PRECAST 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS Af4 ADEQUATE SUBSTITUTION AT ALL LO P.TIONS EAT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS `A > D > D > D C C 8F16-1 B/0T 8F16�1 B/1T 8RF14n-1 B/0T 8F8n-1 B �= I �/ �1 e a 0. > D % 0. > D 0 ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS O C W/ (1) #b5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR v 'Al C.M.U. 0U) x oQ Sfn0Co ° w V ~ ��LI 0 c #5 REBAR AT o w - 50 so w . c ° BOTTOM MIN. (1) �¢z REQ'D ¢ U- (�f J J J Z - W ¢ w 16 GAUGE � j ° POWERS STEEL (0 r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR I-- C.M.U. Q 60 GROUT t ,om #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTHATIO TYPE DESIGNN F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1T NOMINAL WIDTH- I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= Z~ C7 io C C CF LINTEL PLAN PER ELEVATION A :D v I) CQ Lu lans for come t MINE 00 CO CL N (n 0 < LLu L 77 MAY 1220 a CD co 4 * SEE NOTE 18 SAFE LATERAL LOADS FOR R" PRECAST w/ 9" RFCFSS Dr)r)R 11-LINTELS C�,rnC� SAFE LOAD ^'��PLF TYPE REINF. LENGTH 8RU6 8RF6 CMU* *4' (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 V-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4~11_4mw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12.1T 8F16-1T 8F20-1T 8F24-IT 8F28.1T 81`32.1T LENGTH 8F8.2T 8F12-2T 8F16.2T 8F20.2T BF24.2T BF28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 1569 2524 3547 4569 5591 6613 7636 1 3' 6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1 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 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 163402 210 11 2511 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1 1422 1736 1 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 (141 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 162 11 187411 15'-4" 184" PRESTRESSED 224 302 485 13 626 13 167 13 909 13 105213 ( ) 230 364 609 897 122� 8 156214 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 631 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 14612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 L71 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 1 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 1 316 1 450 600 1 75612 87513 (#) 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 4C^"_0VR"4 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-IT 8RF10.1T 8RF14.1T 8RF18.1T 8RF22-IT 8RF26.1T 8RF30.1T LENGTH 8RF6.2T 8RFIO.2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T BRF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 1 3374 4224 5074 5924 5'-8" (66") PRECAST 675 1301 1960 1 2618 3277 3935 4594 675 1301 1960 1 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 570 1012 1651 2204 2758 3312 3865 6'-8" (80") PRECAST 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS Af4 ADEQUATE SUBSTITUTION AT ALL LO P.TIONS EAT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS `A > D > D > D C C 8F16-1 B/0T 8F16�1 B/1T 8RF14n-1 B/0T 8F8n-1 B �= I �/ �1 e a 0. > D % 0. > D 0 ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS O C W/ (1) #b5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR v 'Al C.M.U. 0U) x oQ Sfn0Co ° w V ~ ��LI 0 c #5 REBAR AT o w - 50 so w . c ° BOTTOM MIN. (1) �¢z REQ'D ¢ U- (�f J J J Z - W ¢ w 16 GAUGE � j ° POWERS STEEL (0 r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR I-- C.M.U. Q 60 GROUT t ,om #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTHATIO TYPE DESIGNN F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1T NOMINAL WIDTH- I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= Z~ C7 io C C CF LINTEL PLAN PER ELEVATION A :D v I) CQ Lu lans for come t MINE 00 CO CL N (n 0 < LLu L 77 MAY 1220 a CD co 4 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4~11_4mw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12.1T 8F16-1T 8F20-1T 8F24-IT 8F28.1T 81`32.1T LENGTH 8F8.2T 8F12-2T 8F16.2T 8F20.2T BF24.2T BF28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 1569 2524 3547 4569 5591 6613 7636 1 3' 6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1 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 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 163402 210 11 2511 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1 1422 1736 1 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 (141 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 162 11 187411 15'-4" 184" PRESTRESSED 224 302 485 13 626 13 167 13 909 13 105213 ( ) 230 364 609 897 122� 8 156214 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 631 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 14612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 L71 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 1 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 1 316 1 450 600 1 75612 87513 (#) 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 4C^"_0VR"4 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-IT 8RF10.1T 8RF14.1T 8RF18.1T 8RF22-IT 8RF26.1T 8RF30.1T LENGTH 8RF6.2T 8RFIO.2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T BRF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 1 3374 4224 5074 5924 5'-8" (66") PRECAST 675 1301 1960 1 2618 3277 3935 4594 675 1301 1960 1 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 570 1012 1651 2204 2758 3312 3865 6'-8" (80") PRECAST 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS Af4 ADEQUATE SUBSTITUTION AT ALL LO P.TIONS EAT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS `A > D > D > D C C 8F16-1 B/0T 8F16�1 B/1T 8RF14n-1 B/0T 8F8n-1 B �= I �/ �1 e a 0. > D % 0. > D 0 ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS O C W/ (1) #b5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR v 'Al C.M.U. 0U) x oQ Sfn0Co ° w V ~ ��LI 0 c #5 REBAR AT o w - 50 so w . c ° BOTTOM MIN. (1) �¢z REQ'D ¢ U- (�f J J J Z - W ¢ w 16 GAUGE � j ° POWERS STEEL (0 r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR I-- C.M.U. Q 60 GROUT t ,om #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTHATIO TYPE DESIGNN F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1T NOMINAL WIDTH- I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= Z~ C7 io C C CF LINTEL PLAN PER ELEVATION A :D v I) CQ Lu lans for come t MINE 00 CO CL N (n 0 < LLu L 77 MAY 1220 a CD co 4 (#) 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 4C^"_0VR"4 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-IT 8RF10.1T 8RF14.1T 8RF18.1T 8RF22-IT 8RF26.1T 8RF30.1T LENGTH 8RF6.2T 8RFIO.2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T BRF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 1 3374 4224 5074 5924 5'-8" (66") PRECAST 675 1301 1960 1 2618 3277 3935 4594 675 1301 1960 1 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 570 1012 1651 2204 2758 3312 3865 6'-8" (80") PRECAST 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS Af4 ADEQUATE SUBSTITUTION AT ALL LO P.TIONS EAT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS `A > D > D > D C C 8F16-1 B/0T 8F16�1 B/1T 8RF14n-1 B/0T 8F8n-1 B �= I �/ �1 e a 0. > D % 0. > D 0 ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS O C W/ (1) #b5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR v 'Al C.M.U. 0U) x oQ Sfn0Co ° w V ~ ��LI 0 c #5 REBAR AT o w - 50 so w . c ° BOTTOM MIN. (1) �¢z REQ'D ¢ U- (�f J J J Z - W ¢ w 16 GAUGE � j ° POWERS STEEL (0 r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR I-- C.M.U. Q 60 GROUT t ,om #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTHATIO TYPE DESIGNN F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1T NOMINAL WIDTH- I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= Z~ C7 io C C CF LINTEL PLAN PER ELEVATION A :D v I) CQ Lu lans for come t MINE 00 CO CL N (n 0 < LLu L 77 MAY 1220 a CD co 4 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS Af4 ADEQUATE SUBSTITUTION AT ALL LO P.TIONS EAT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS `A > D > D > D C C 8F16-1 B/0T 8F16�1 B/1T 8RF14n-1 B/0T 8F8n-1 B �= I �/ �1 e a 0. > D % 0. > D 0 ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS O C W/ (1) #b5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR v 'Al C.M.U. 0U) x oQ Sfn0Co ° w V ~ ��LI 0 c #5 REBAR AT o w - 50 so w . c ° BOTTOM MIN. (1) �¢z REQ'D ¢ U- (�f J J J Z - W ¢ w 16 GAUGE � j ° POWERS STEEL (0 r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR I-- C.M.U. Q 60 GROUT t ,om #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTHATIO TYPE DESIGNN F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1T NOMINAL WIDTH- I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= Z~ C7 io C C CF LINTEL PLAN PER ELEVATION A :D v I) CQ Lu lans for come t MINE 00 CO CL N (n 0 < LLu L 77 MAY 1220 a CD co 4 LINTEL PLAN PER ELEVATION A :D v I) CQ Lu lans for come t MINE 00 CO CL N (n 0 < LLu L 77 MAY 1220 a CD co 4 rl ` M N O aoo ®� I �• Q W 0 z Cn � N LO - E L� 'C W REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)05U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'S' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 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" 64" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-B" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'-4" 10'-0" PRECAST (2) No. 3 2 No.5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 11'-2" 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" 121-8" 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 (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 2 No.4 174" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 2 No.4 1 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. S N.R. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 219 219 165 229 No. N.R. 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 N.R. R (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. 5 N.R.164 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ rQUANTITY OF #5 BA' AT $•SOLD LINTEL -I I LOWER LINTEL CAVITY [8x1I6-P-1L/1IU] NOMINAL WIDN-1 J `QUANTITY OF #5 BAN AT NOMINALHEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (1)#5U (1)#51. (2)#5U DETAIL'H' DETAIL'S DETAIL'H' &'J' DETAIL W 2'-10" 1'-6" PRECAST (21 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-C 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No, 3 9550 10000 10000 10000 414" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 414" 3'-4" PRECAST (2) 04.5 WIRE 2 No. 3 6614 10000 9053 10000 514" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 74" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 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'-8" PRECAST (2) No.3 2 No. 5 1439 1439 1075 1439 12'-6" 1 V-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" 17-8" PRECAST (2) No. 3 2 No. 5 1149 1149 1 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No. 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2 No. 19'4' 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2 No.5 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'-8" PRESTRESSED 2 No. 3 (I (2) 7/16 strand + 720 720 366 716 2 No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.S 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5 • SOLD LINTEL -1 r LOWER LINTEL CAVITY [8x1 6-P-1 L/1 U] NOMINAL WIDTH J LQUANTITY OF #5 BAR AT NOMINAI. I:EIGHIT UPPER L"NTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR UNTEL 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" 2'-4" 7.0" PRECAST (2) 04.5 WIRE (2) No, 3 3764 6456 5637 5637 4'-0" 2'-8' 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2' 2'-10" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 34' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5'-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 7.: DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P- PLAIN LINTEL/ �r TITY OF #5 BAR AT S-50LID LINTEL I r"", OR LINTEL CAVITY [8x1j 6-P-1] NOMINAL WIDTHJ L QUANTITY OF #5 BAR Ai NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5l (1)#5U (0)#5L (1)#5U(1)#5L (1)#5L (2)#5U (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No, 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No, 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 & 4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 11'4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 101-8" PRECAST (2) No.3 2 No. 5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No. 3 2 No.5 859 859 591 896 14'-0" 12'-B" PRECAST (2) No.3 2 No.5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16strand + 1207 1207 605 938 2 No.4 154' 14'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1095 1095 551 887 2 No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 2 No.4 19'-4" 18'-0" PRESTRESSED 2 No. 3 () (2) 7116 strand + 655 655 340 645 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 2 No.S 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) 7116 strand + 488 488 260 493 2 No.5 (2) 7116 strand + 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 •,do , ••,�►�♦ •.mil+i DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P-PLAIN LINTEL/ ''r QUANTITYOF#5BAR AT S-SOLIDLINTEL I rLOWE11INTELCA11Y [8x16-P-1 L/1IU] NOMINAL WIDTH j `QUANTI1Y OF #5 BAR AI NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)05L (1)#5U (0)#5L (I)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 414" 314" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6-6" V 2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1948 1948 1093 1591 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 1084 615 1095 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 2 No. 21'-4" 20' 0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 877 877 501 966 No. 5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 850 850 471 923 2 No.5 (2) 7116 strand + F247' 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 •4�.'ty .4f '•,, �t 4�.1 �l�i�� •�i. ail DETAIL "L" DETAIL "M" DETAIL'IN" TYPE DESIGNATION P- PLAIN UNIEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL r LOWER LINTEL CAVITY [8xl I6-P-11L/1 U] NOMINAL WIDTH J LQ.AIITIY OF #5 BAR AT NOMINAL HEIGHT UPPER UNTELCAVITY 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: FM 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 3000 PSI GROUT (PLACED IN FIELD 2" 2" co L2 • Lr) co c� 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS RFQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (2020), BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc coo C-0 M (TIED OR WELDED) U� - J) BOTTOM BARS SEE SCHEDULE 7 5/6" 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 CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#5U 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" 214" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1 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 74" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7'4" 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 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'4' 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12-0" 10'-8" PRECAST (2) No. 3 2 No. 5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'4" 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 2 No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No. 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) 7116 strand + 1023 1023 576 1121 2 No.5 (2) 7116 strand +(21 24'-0" 22'-8" PRESTRESSED (2) No. 3 No 5 898 898 481 947 r, TYPE DESIGNATION P-PLAIN LINTEL/ �r QUANTITY OF 45 BAR AT 5-SOLID LINTELIOWER LINTEL CAVITY PL. [8x16-P-1 L/1 U] r' t' •' NOMINAI WIDTH L QUA NIITY OF #5 BAR AT NOMINAI. HEIGHT UPPER LINTEL CAVITY DETAIL "O" DETAIL "P" DETAIL "Cr CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" 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 ##511UU(O1ILL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DY DETAIL 'DH' &'DJ' DETAIL'DK 3'-8" 2'-4" 2'-0'' PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'-4" 3'-C' PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5'-8" 4'-4" 4'-0'' PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6'-8" 54' 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7'-8" 6'-4" 6'-U' PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 ;'. DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF#5 BAR AT 5-SOLID LINTEL -1 r LOWER LINTEL CAVITY [8x1 6-P-1 L/1 U] NOMINALWIDTHJ j LQUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTFL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID 0511)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L SOLID #5(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 1D000 10000 10000 4'-0" 2'-8" 7 4" PRECAST (2) 04.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 1D000 7552 10000 44' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 1D000 6836 10000 4-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5' 8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7'-8" 6-4" 6-0" PRECAST (2) 04.5 WIRE (2j No. 4 3338 3338 1640 3122 91-8" 8'-4" 81-0" PRECAST (2) 04.5 WIRE (2) No. 4 2158 2158 936 2036 TYPE DESIGNATION 'III_'. .EL EU4 Ti �.-P 4I -ni lr - -FI -1 rLU, f _ [8x16-P-IL/IL/] ,, T.. 01 H 2 UNIT'1450' - 1ST FLOOR PLAN ELEVA 1 /811 = 1'-0" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SI[E LINTEL TYPE LINTEL STEEL TOP WIRE / BAR UNTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN i#5(1)U(0)L SOLID SOLID #5(1)U11)L SOLID #5(1)U(0)L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DA' DET71L'DB' DETAIL 'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 7 4' PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7-8" 6'-4" 6' 0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 .., .• 4 i. I.F -U w w- DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8'X24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFF I OAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID # (1) LIU(0) L SOLID #5 (2) U (1) L DETAIL'D<) DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DO' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 100D0 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 ID000 4'-B" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 1W00 6-8" 6 4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7'-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 552 2996 83 2844 E: TYPE DESIGNATION -1r [8x16-P-IL/1i ] J] L TYPE DESIGNATION F-PLAIIILINiCL/ CUUArIIITYOF455ARAT S-,,OLIO LINTCL r LOWLF LINTCL CAVITY [8x16-P-1 L/1 U] 1jC,SjIrIALWIDTHJ LTJU/.NIII'I OF 1l5 tlAF Al i10&11tvALHEIGHT UI'fILI?LINT LLCAVITY 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 0 2459 54' Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 476 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 1l'-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 1914" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 2V-4' Prestressed N,R. 138 22'4" Prestressed N.R. 127 24-0" Prestressed N.R. 100 N.R. = Not Recommended P for cc ,�t..u-•, .L¢��. c'M N O Cl) (4 k`dNJ J DO/yfLO aoo � � Q LU 0 r � a' 0 Z Q ^V) W N L0 - E L `�R o M O d Cn V O 0 2 m [ O L p } 2 8 li o v Q U�Q _S W E 1V °• (D W O LL rri w O 1- H-Q xLLJ o-~Zw N L.L U Q �- OX-jW0�O WLLOQIf 0 0U) 0"otroom�Za 0 )- O O O rn�aWjinww�v�LLX¢pw.i Z LL Qom¢°wQOzwW°wu°a Ow �H-� °z °� =O <¢�Q Q LL Z N OLWL W O M Q (/j# coLO G W Il- z Lo M L.L. � G � <t,5�., ZU<ao Wz w JQ J co MA ' 2 Virtual Review F F I s Review comple ssi dad t, In:, pliance with the by Debra Anne 020 B p t' e K Co ON O O co O yc•- O O M � I M � O L O Z O � 0 N'^ U)L/ W O O c� O vi O v CD �ci 1 I L I LO ' co ZZ a _ w ZU) 0 zz +�+ O UILL] 0 0 _ VVU) L � ICW- 0 O Zo ajra WW¢ XLU F IM ~~0 L.L Z0= ■ ■ Ln O `0 Q gww W L� ■ ■ Z a Z QZ OU O J� CL W z z W J o 0 r > LAST PLOT DATE 04 O .. -11-111 --- I JSTRUCTURAL DETAILS ELEV. A HURR/C.QNE Mounting Bra lets , l ) Gauge 4-V2' x 4-V2-x 2-12" Tr Back Cross Suppon �" "Aav he cut tn wl ?tC AiK,t! t iE ltl 111,1- ! \ flight Bracket o OaL.yer 112" Chia. A325 Gaut. # pTtjt2.i 0 # 1 A Sel(-f)o Ilk F x7 a AiC Unit 3uttuln Edge Hurricane Strap �� { (Typical:3 in front) Washprt *rn t Crocti Support SeerLocking Nuts ii"i t)t` t-.)t tv W; Left Bracket (16 Gauge) # 14 Self -tattling 5tr -wI 71vu Kim k 1.,1., h Bark CroisSLptaortlnitn AIC Unit Bottom Side f'P1)i A. 3 L,ad) r1 dti for hurricanci usc, I f'., u,ltll4asln min uasun, ice lvu•hlnl.0h I, .h HLur-1C.Atc Mier., c l.nKuei eed takc1 Z; Dotwing ardla6le tepee request 144411111.11141 fac wilt e"IN,p Florida Depertrnorrt of Bumes3 8 Professional Regulation 8441ding codes and Standards, Product APproval Application Detail Diana �, RDIdLgE MILM VKSl 111a'.rlrllgltlr11 cmard anrrMraLrrr• YAM44.11, Alflmplbn 2020 Sm,1 Ard A1odV11 .nc hemea GrAlwn N1rri N-oP.E Locer9va•d., 1'C ctcaeay. 8tn,ay.Ir nnLYvlrM, (877)4414130 PE-73778 (33-4)3001 auo suaatvisr. ow cis hrM <etl 64 A l!ealr of nec ps✓tmNfWn100m Nary Ta"I"W/y CarpllrRr mw&.& EYaWban Repan som a rk" Reproved Aidii eat a a Uea w4 Florida r,.r.»ronr Bolleef >Fd.d. Pal. I of 1 12/1or"I *0 age CA Puld JIM XaROM PaCAalrosW AD Sam 17'IW'?^•it, I`;lad26;0 1=61"20 Approved iAMUL wwudcars-16-a..PATINA twagibudowcerealIrWaStaa,ore y�g a�4" Buhl" EUM&LI 1 9ronVerlt ltodsl IMS40.510 fa,•IF,mFOm Foodand V•nrAII-VMt 12e"12023 •' NrA .100E too ' :hneNWnt MaAr111S40-511 IN .I r.,n.L„r mrdrnd 1 ODd 100 3 SmartYovrt Modal Y15401M FlnnleU rl,"VMt 12A1721223 yes Y. NAA +100F 100 4 :YnrdAMnt 14otq 11340321 Mari Flout'V."T 1201f2023 Yes Ya NM e100A too 3 3rt 1~ Ltfdel e1510.324 1eag4d;G-W Doer Fl... SlerA I:1TV2o23 Y. Yea NIA 1UA 6 SrriwnV•ht FMssr114541,!111) ardad Wrl In admitted Flood Vere I./'Itl hl;a Yn Ya N ` •t•4u /c* T &""~I Nodal AT hAQ 6''4 14,-Aqua: GNa/e Door Flood Venl IJ.'1 :U,"1 Ye+ Ya NA r1;A Florida Department of Buarross 8 Profosslonal Regulatlon I," I r I Building Codes and SlandarGs 111 a 21 Product Approval Application Detail C" ----_- bill tar DAto 04, Die Pexft Dag .11= Y__ tOLM LwruA.Ellta�a XAMN W ft YalWMfc U1211aag 1 rC Aram.. ealaarar i " lau" oe 202o rlfo o WWI IM. )eP011 9a,nrtte Ziii R PA,A L"11, BOudm P.E. o8i 06ASW.G QBt2,WQX III,I N."K'n Approved Crtgory*Rom"i SM 303-1511 PE14021 1no 14X :1bCal.oi M041 Rooli ;tIairrnal deaxrtar Dom COrpftWo alethod EwtlaWal Rnp Frvy,1 e Flood. Floitafed Archled or It LlnnPAO Floods mat. 1,c m err 9naaf F Lei 7131141111 Pfadr[lt Q44WI-Aad4umit Atioraeed for Use, 4un 1arim D6dw lied. h 6otlual DPta11n4tor '4falrAAfraM[.1PJ4d1.QYl LI.tflW1 It�ia lR�LQ t D ,,, Mail Raoelg 9/rwn+ Ltd,. v.YFP15 0W_ 1"eZ DIOC175S EMC2006, ✓3rA0Y Yoe No NIA .0f160 IJM- Y1. Florae 0sl3artnlertt of Business a Profos31ono. Roguletlon Pater 204 BuOdiing Codes and Standards Product Approval Application Detail La9t bay ue 12at 2di pre P.mlret pp1l .tYaLL 1f7f31ar1, Mail -ALGA Velldaed aY ,m lL"Wlrl FNr A,a-al , R•Nron 2020 rew Tru GYYporWon i-1,11 J.4w"rov) LA � F. 60 ArIM. F'E. Ir nl, Nrn.P ''E Di :3J."'wbi'1 1219tr Yi1.0 44 .. J11,r,^I !re:fir�ltrd'I a, p, n"e lr C.lalyat FrAwor Dann [RIM. 41�-621. PE-43403 call, Ili,I "r 3ubC&,iA : 9'rylping E i(Wla Don Asseebra 4d'v{rr ear tgfi•rny,rru . Ca Mile a 111e0lod: Ft"NoMion PVW rain a Fli a I.-It7 FIMda rrare"Nonr Dorm FLa28r6RS P odud• drAta M+uance Ae A 211111gp ( Ftadd reel. N4nalor ur Nrcls' ft.A.{,g p ,OaLQ•jZ + N Qltlillla. Ask" heaa.r. 1 + lntallt-hu FlbaCraalc and 5rnooln'a+r Mrirnal OW396Squat lmped&quol. Opame 12/3112026 Nr• r.. sa wA Canpoata Edge Feovress sNSW Door Onaahg'Dutimi X cadwrabm) 2 r n,a.,..m,rober-ert,IceadsrnrrnelN tams,reatae,aawaklmFraaqua.eo.a:a )2n1/zwo na ra+ Ye, WA 1.anpaeta Edge rtlape1. Sngle Door edn A tr na(1 f (TnwyICCul 11gX,O OX or OXo ,nPgur400la, a p Tlneunw, trr, FlnW Chi rid Offooth-Ple1 N. 114�1403 P 6guf lrnptdtqunl. CW(PA .^'lY:2f. No Yet r-s WA t:•a ,or :r,^ hA a, F twilaes nwDa PAW WO W mtlr,nrl Sap eA: r,„nyreyilli�we:t K'r,7r DXXO paa6gofa1Ptn5) 4 d'Iherm. 1. Flbea.Cr+sla and T -A".e.,I N"Nnr 460390&Q001*1eeda"i 0060, 1=lno11a III, res Yee r;;a 'amports EAge Rbagra dope Door Y, W"IrAni X canl3Yrsoon) 3 `•u Flper-.:gtYc end 7p1,00gr.S1N ­­9 ea039p aqur:erpedaquat Opgw 121.1 TU26 No .e, ,•'+ WA C,re,"i Fdg• FIbe,J? •nnga L2 .41, si"wa)dr-1190,4 s,dr,g. XO r;K •r YYC aomfqurellena) 6 r Therme7ry leC..... end SattootiaSrar Nnnnr 66a3d n aglp lrpd$.Wat Opasae No Yes 1n WA ConYr.+Ir1. Lag. F,b•ryass Dade Cew WON Ve Y.enn,l fldel le+uno.ingrD,n+lpr,g KXaoxxo crnldu w v'+. ' 6Thenlu Tru nuer._Iwrt and fieaarr-aov Nrrrynd 6aA]rleaaud.nada4ua, Oleea 12171 1P024 N. 1, lee WA C-P-4a Gdua Flbmpaee SNI Door {"s (:Xxo+ res x1mtyul"M) a h. T1erri Tn1 Frb..I, Wttic end Smodlr-.57'Pr NtrYvnr 8411 6 La,1nl MYwdAq r* rimed I;IM.2" No Y. f e+ WA carvoele E09. Rt-01010 anpP L pair VIN adeue(/StIrWgKY4WPp:X0, 04a,oxn, aW16p.IHIpaY1a1 9 1. rhareeTru Fiber-Oti end 9r 04!0 el monno oa*x.s aWa,tnpa44agdd ,: gsR4'n 12R1710Z6 W Yea Y'n lick c f!!!t Edge Mateo s Dwt✓a Em+ .WN a M1r141A Sltlrtn tlrt/ew,pJEulaw,r19, %F d OXXo carrqurrlma) /0 1 Tr--T.F4tw0-slcend,%T onR•r Narsne 6&".,D qua:hpda+rua .I•xed 1b310026 ro Yn Yet Ilia. CWr it o41e Edge Ftbegna Smpe Doc (lteer4WourW116. X cmlgureden) 1t III Rbo-Cswcan 8moottFaW NWNnr AYMO aqua:MwdMNat clued 12A1a02fi rh:. Yee Yea PVA W1Xw40e Edge Fiber" Single Door VAN Frdr14.•t,r Itn,rrtlpfldrnrq XD. oK err oXo 12 1 rllerreaTN FIPN2-itt, end 5r.W1r4r NOtnnal 66111.14 '.: 4d100 elpudaWd GIANd IZrli/m No a, Yea Ia. Canpoin. Edge F+bwga ss DoutM Coat eM a w trait adalrae theam lm ima ng XX o OXXO oatqurrlmr 13 IN Thems nu Flpw.Creaa ad o'reoM-r. NdNnr aalgOAaWd.�trpda4tuot G4reed 12/312026 Pb ra V. WA Mch*d Dom Compmb Edo nborom Snde I)p In I•TgA'Llbwlrly: X tdrbptlti 14 n. Thane-Tru Fwa.-cl,rar. aria S..oth-Siva Nr,snr rz.)J;+ ii sry»aawa 4aeeed 12n'inTA No tan Yea, W,a NDsdad (Verl'.m'IpsWe Eager 1'ILWeta'%t Sage lime.11h 94.eer1 moldeo 00- 11 6.4r,a ° t4-11 p[; e: Thlana Tru F irro,.. C:ln, pr and SaaoorhStw + 1 Wd iadAFiberglasst;Oed I,73112026 W, Yea Yee N;A D. [ Dar .1h n M4 h W 01•da0 MAied cote Sdeates (hslMyoutt it XX a u(;Y'W tmoowarma) 78 {. '!n.nn4-1ru Flts-CbaLc aw SmmM-:w4. NarNnr 68e19.6 dQad:rrpaMA:,alaf ": pep1• t_,. •."1:9 r•p Yec 1„L NIA CenlpWle cope Rbaypes 8➢nra Dop'rdr walod I'D. 9aslsnl flnmAno1oLtoong: Ito !,x a Jli +lmdy'+Ilyr, 17 4 Pro te-in Fiber -Clams crier SmMMh ''gar Nm.nr 6aA:)9 6 Adam rl+wd&ma OP14- +�Y31f.026 Ns, {es, Ya WA Caroane Eope Froergloss (muds Car wKh or 'NAa4a GbcaO Mdtla Opa Sdahe+ (d Wh11i�Ie'e1111. XX of 0X)CO rarllp. r.u<,I, Florida Drpar6Tent of Busine3a 8 Professional Regulation Peter al Building Codesand Slantf:itt15 1 Product Approval Application Detail alutt Cgs& '::.. fl11tYar at am 20PF14ma _ an ng Va iIQD mad ErlarrPr a 1Y.4se "Have .a( YaL'saFleliAdlitag FDC At ue-al Aw a nd Rh4IM 2022 PGT Medic)" :arty kwd-siu taerN-Dads lY'�6'O C411 "aria, Dade CCCO- VAL '1.I ,;:030 10126=20 1'1.-4rv2o Appao," y: empaer anor Carol, 1M I 4 AA n, 10 [7111115 2500 tbAtC44/nryi 6aa,g EYtw A„+rrMa rowwxt'"MduVaea.c G,n,plranterrnm-r_.rtlnarwn Wl+•J LYdIng am ya514t73 A'od i -2-o, Auwrerler Aoae+.dforUae Ajareree fa Is, in Y Prodict ro6t UM6. a Nw. P wb4 neavlpeen caveat luiak.. Dde F a1Mi 9ud* NVN7 RNabr PnnF(ra 6 ;DD-%7o(LA 9. Narlt trgwaU V ry36,n0 Czar Door 0414,'2J21 Ya le'. Yes IJA Marc[ PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please prov4de the information and approval numbers on the building components listed belaF;^: f they Will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING The rmaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +6710/-67.0 psf 12/31/ZC' Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/311 The rmaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2046 i B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/3112i0L-4 PGT Series 5570 NOA 21-0205. 03 +38.7/-38.7 psf 414 4/2026 1 Pella Corporation FL2646 C. SEC11ONAL Wayne -Dalton Series 800018100J8200 #1105 (8X7) FL8248.3 +31.01-35.0 psf 12/31/_ 1 Wayne -Dalton Series 8000/810018200 #1123 (16X7) FL8248,10 +3010/-33.5 psf 12/311�_p_ �1 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4,1-38.3 psf 12/31/1'- D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,7271747,and 847 Single & Pairs of Doors FL,11537.1 N/A (see inst sht) 12/311�::i�C 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10,18/*2 PGT _ Series 5500 FL239.2 NIA 713012%215 Pella Corporation Series 10120 FL11206 +35.0/-35.0 psf 6117/2027 Pella Corporation Leila 10 Series FL16603 +60.0/-60.0 psf 6122/2U'�3 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2116/202 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3127/202, Pella Corporation Series 10 Sliding Window FL12811 NIA 51251203.1 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.01-60.0 psf 4/3l21:j2C PGT Series 5520 FL243.5 N,IA 4130I21--12 Pella Corporation Series 10120 FL6694 +50.0l-50.0 psf 7I15/21:12 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512'u D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/'-C-1 ,p , PGT Series 5500 FL261,1 NIA 5/26/2026 .. E. OTHER I 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2102: B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/21-_1,23 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7130/2:D_ Dt C. OTHER _ .I 4e ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N;A 12/161C:_ B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Undedayment FL12328 N;A 6129/2102C� Plyglass USA, Inc. (for Tile Roof) POLYS nCK TU MAX _ FL5259 N1A 12/231 CC +I -_ C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9191202ro Florida Metal Products, Inc Vent RV10 FL21580.3 Ni _ 12131/_.024: Lomanco, Inc DA4 Exahust 'Vent FL17202.1 +97, 5/-97.5 psf 12/10/_:_I'1*5 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/ Boral Tile Saxony 900 FL7849.16 - FL7849,20 NIA 12/31/2'C' F. METAL ROOF Drexel Metals, Inc. DMC 100NS. DIvIC 150SS, DMC 175S, DMC 200S, DMC 5``' FL17679.1 +0/-180 12/311" 5e SHUTTERS _may A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076,1 - FL15076.2 NIA 12I31/2C2�' All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/311C2" 6. STRUCTURAL 71 COMPONENTS ---� A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart I Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL199911 - FL1999A N/A 12/31/2,C2: MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/ C2 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL. PSL, LSL FL6527.1 - FL6527.5 NiA 10/31/LC�.. D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N,'A 9111/2Cl12i Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5125120� The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information mus" '-'e available to the inspector on the jobsite; 1) copy of the product approval, 2) FI:)Fioi')ep>'lrle'I::fBoswness,i�'oretsonal4rg.,lat;lfl Peg•1da Cn S'2,nd`or3s I"dLw:l Approval Application Deta,l Q� Q - .._.__. YC C+1 �PArJ .Ir 1J'r" Y; liMCS C11�I'S 1PCf i� i^:r �. '!: !I t ., '• V20 20 emu PandilW i�.L t r .Q-_. _> --iv �n� -1 as c D uteri si2ntC�A r5 Awroral �tlYt � � (�� � � /� f ;; � •� •m:a' r,'- •r„(, 1rYI;VIC+�J Ac,I,'Y.rYd ComplMr , �J „ CIO (h AOo�mv d�ro-yai AnommlfwUm O -__ Gortr.Xf l Gr'••t cr n rIV,J PG1ftle HVIV Resistant Pns/NR /e� �l••� .. ... Yaa Yea Yos WA CV O 6'I-- `V L `V Yet Yea Yea W4 . �/ E O F S_ L t[ g, : "-�,• ti.- ".l. r..,o . .l r ....1 :: r ,4 i1I i..t , d.,:t r r..1..3gn.'.. .-4., ....:,1.._.. Ya Yee Yea W4 O A./ /^ / L u T rM•,a1e f n +[, r:d d s tl; Y ) Yes Yes YY WA YN YM Fl/4 ,F Yet Yet Yna WA I "es rarer Yea, I.J4 .. yta ., .,. - 'eo Yon Yea NA rI YPt. Yea YAK WA Yea Yes Yea WA I ^wren le I r,u;ll ,,. , ,.r. .rrn. „_ ..t �.;.. ...,. t •„ ;., r �,, v. 4. v , .: rr,.,I , • ves YeA vet Wtk r :... r'J .. l i. • - '.1 ': S[::, 1 J.: IOe I'm Ybi rmA Yh NIA ;n t -' ,... Yet Yea Yea WA .. 'foo Yea Yet WA • 1 w . . r.l , c . i `- ,w, o , .. , el Yet Yea NIA , +lo f.rll N „r.P ­!e I 'orrl 1 I 1 he, 1,17A P rr, 141 Yes No WA 1• .,:1r p- ,as, .., .. Ya Yea No WA Yes Yes No WA Yea No WA r �.. . ,, .. �... y .r ,. nt1 p F r_..:a I . t -_; • Yea Yea NO WA + 11 V !T —lam, .+Ih," Ycs IAa t'L'A al MILL '., r}., , I ''Pa Yet I'- N,A, Vu ^(r,V:vr.1 12f_Aa Yet No WA ... P ... :.�; 1.:. Yr Yes No WA i Yes Yea No WA Yes Yea No WA r7wgln:, r..114n I', Pegalar7 122023 P,t,xluc! Appr-A 4ppli, .lion D,.Iatl r 1., �Yt Bea pit Pending tilVs.� r -I ,: ----- h Sri d „Y 1� - ,. •., r... '1 u. ., ,0ebr7021) 1{110B/2o20 1011Fa2020 1y1 Geview it ual As Plans st. Inc. Review complete f©r compliance n ' roved p with the 2 FBC nth Edition by Debra Anne Kla PX2360 4NvUi ^s ,•.,-. trnY IAfY r Ia 114d1t1%t9_N' ulr l➢laa4l POW, ., I'I 1'.:."' Pf°„ulnl lwn •t .r[, I. n ,,I cnr,Il,!•: CrpA:}Ip, 1'D.I+. IU_dY I._1tdCfi1.V!1i Rf.Mala II PtttAWl/ -.'•.I' t'.,rl ." '.•'.:t'. '... .. 7 " 1 No Yea NO WA .',:�...:','... ::. ..�. I No Yea No NIA Cn F Y. NO WA I 4 IT, Yea No WA No WA r " ' .. In • - ".- Bar"an43s d r'r ::fAD;,id gal Rogujlzit M1 Frp.l dg -I ry C.::,4s lr)(t J arum 1lr2Att 4';'_,lu I Ppl ro''nl (1pp Nc3[lcx•1 Uet1fN � I. ----------- _ - - ----- - � `/.a'�`] C lark 2a& MR :_ - 1 I C,wlrow d L:c y.�ln. _^:; Y YilllttCt idrtailti,01 AOYIC1ad iYW W r v t , . ,. 1 t+/121.'.: b+ C'A29,7D20 10/'3r2020 12AWM20 AW0, 4d of N ! -. -. J 'yr'+9s •! �:1. ..,. S. CZ nrI r p� x. ;r , a .. Ro•n, ... I 1 , , R Y,1rs• L ;I i N hA9QlR4 1 ,If a l 'A" a � POD Amain Hog I].tLlRt Ina a�C�llz itaa tmY4 atom� OutrdP NVNZ t�Ntf[t 1>,•ewre CL 1 Y„ tin Yet YCR •S1 Qu .7Y fl, a R11 - , ., ...: PA. Y•s Yes-30OJ1-3310 O A4ul p t I 34.) Ni Na yes Yes «Sa,a0Fa6.30 4 trio n. M n, rYn� - - O I:rid«D.part )or or Bus c._ cqu;.,1 r: P.Wld, H'.aAhnjCn•.I� 1 r•1u:�p. Product Appruval Apphu,ttwn Oclo,l 1MfR1 �Jr 1 '! 1?ale i . III .iii h✓ E V Rals Idll331ari rtalF Fall �af11, win �..Out, IIl7�Ytm T „,,, ✓r'° ., I .,,o :' . :1 f."0:'0 1121.11 r"xm Approved M W v„d a a1• gwq.VgV.rt. I,- AL-l"ored,•I un WIPAI_. Q43)a(1 ■ ■ ;.,., .. -.__'. _:.L ti._2 �� r;`. I �••.. 11•sr _ , t . r,y,2 ,,,, _ ,611VHZ Ya puelee LU RarA= t'11hYY31 Ya Yes WA L�� LU L rm.. 1'. ut •I + f IICop lr 111 4 :.- ur ,,na. RcrPllrf<:n IIII i (,"}r1"1 rt21 r1rttlrCV:< P4ge1a7 Ifi+i02+ < '� J ; 4„t-h APPLICANT SIGNATURE DATE °r,, ;'., L•' PIa'Kit I, p Appn'uv.41 A1)i)tic Alon Dpail , 1 Data are Deer randn� got. 1,,014- W Yip EOa00nd RIal43 L r,..a".:;,s - f1A 712020 ^1n72oh1 1T27r2020 As4Y4rP'1 ri4:w 4h As,r..+m:e AmpwNdn'u ue A-ros.l Ia u+Na Dollar, In NNf2 Olttsldi 11k9i�S 1CSFum Yee «6LY+96 Z Q J a_ SHEET NO. PA 1,0� Florida Department of Business & Professional Regulation Plig.l1i Florida [kiparimserst or Bali & Firriflassionall Rogulahm ps,"i ill Florida Depedryiel of Business & Professional Regulation I , I -ill ,It' I I i, I I `t, I IH I I'll il , , & - I lfll'rl'i uvul&0 ilrl pop I ,02 Building Codes and Standards 101l Nilding Codes arid Standards lf�" I Building Codes and Standards . iI, 1,lirfin j 074:'.4 nriC ,4',t,1!,Irb;l1, .&=I I I 11 ­ I I ­ Product Approval Application Dettall Product Approval Application Detail Product Appircteall Applicaliol Detail V ,,&:,l I rip,.,­­l 4l'plll al-,, rl,il.,d 1:111,1111111111118*1 21 I 11 11 . 1 �:, I " , I 4000 I I I . t1l,1111MA . �I`ivllli,ll . . 211.1111 Entity or Q& 2W Diu Psinifirtia P& - , �.je r �1,I�, ,I a" M boar trindina w I3111112 Vats[= Manufacturair contract pusartasor a laminve Yalidisifid His' Validated Submitted PHICAeolml Auslaroved a" gmk Mainly ar 2" 20 Caser ftnd% go ckk 1q:YY �,t 04 I, Dirls Pate Ptiratris to � ,;5tl� ,I -I ��s 1, � � , 1, . I ,l ?.-_i,n � Lll 'Lzft�i VMk4dld ,�Mosrartftad FSC A-lial Aloorneed aim Riesialons 2020 ThermisTm Corporation sm- J..P.- LVM.P F Suh-dt 11 L ky- J Kill PH Ide7=1 Dwill I 011 342321 l?n5r1e2i A,ppro,wd Im Venom Manuractw4t godw Awk"LAILOM Yiu"gsLh YAWW 11111111W EK� ftilm 111211 v�w A"ew4.r. istill-ttod 0 1114� A�v'm Awl.� ; i L.l , _," - lil I " il,: % .1�� I 0411-1.1 - 1, - .�hu_:�.. l4 . I 1. T , 1� 1 1021�20 ll,1201020 1112,111'A20 AMOlw C409glary. Water Docas - 1) 787,85 (JArl) (l4',t.7,-,,,B FIF-CAI M, , % AAWMAW 2�20 PGTt,o,,ma5 jeritilisloso.,014 PlillareVOlider XeO - 011 MIAN-tis'n, If= V& "AiiN11% I l Vlwn" 2:j 1 -:, 1?.�_,, ll� , ­V1 r-, 20W Y, V1110-1 I'll - el"'IlImpri Amileksin Airchirteltrow 8A -n M. Voldr. FE lWarlo'b3 I 'A 01,20TO lons, I �� . .. 1,,',.,. I"., � . I � � , , I.... i " -I! �, I ll� i $UbC~rf. Ssiinll ng F�tsarw Door Amatemblisels qjisaapiarson(fitherrrlair� ,4 � peoples, Yfin-, (&4 1) 48MIOD (7flffi) 3I5-.iN%1 �^4,,P,XV: ill L) ... I I �, 3".3w M-ilislel Ik.-"- l 71 7).317-8454 .�FP, Slint­qll ­% I 11 il - I Compliance Method: Evalvat;Qrl Report from a m SuIsCategotir. Sl Hung jfviw$mopgqrl�%W$O.0 31,Aoudel iir#V,,,ll3i1, Il"ll-41 401".d­ _'�', ,Ij. 1.C�il I t"': ' ' L' L" A. ' ' ' ' lehatoll Rogelcard A,&W.1 III a Uoilreed Plands CMVO� Mail I-aildcollorl MIA IV LIVIllij 'oil conpll". liol �, 011�li mien, tl L,ls,,,i , PO-w-t Fnj,n" FLN=4n F LIM Us - 1�1 I I tILI'Ll. FLOMIAT Products U'l Alturammis Auloselissid to the hasommissifforu" VUD.d QIWM godDukawAm higglijeadjor Usea, Awarined tal UN EM9 �. l , o.,ul l, ,_A- �1,1 4U=,Sdl,tj"g A-,,,dl,, use jmma DOW allWXAMWIM Asoorowed fair Ilse Approved for Lim 1111,11" Ill&= &"A Neglect Ill Munnhor or ?"Ji Dkkv ul.;!V UrArmlilikitziJifft 1i 2wd*.h" Ristabutrill ftma UVA E W L.1 Nodal thimij. is Mello "ClAtilk airserhalkin eakaborn DA, (. H109 outside 111,111 Alaws I,- ."I " I � l, I 1. � . I. I ll� ,. . , , , , I , ?' L 'II" o", l� I 11 I � '' I,I,�, I cl,l, , I) ,, ,�, " in riy�z oul"tiva ltim4taK hissulle 1W PmdljctmooLmmLmberoro4of" ettogymps"gME Owtvict exploration Doe in "i outil li geni24ani fulk Ill " !4W11N, , ;'qm iftuill mp"i V" sings. mulill VA's- J?."A)r,,:,,5 I- ".. - Ill, HIS I t8 Ph wid ll F-w -1.1,1 1: 11,00 'll." ", 6,10!4 " .­ . Y., 14. . . . , I .. I I I I . I ri 11, No .4cl Art I a Thermas-Tru Fiber -Close.; end Smooth -Ste Nominal 050f3a8liquotlNon-Impact5quot Coaque I213VI2722 No Y- tit NiA Component Edge Fiberplaws Single Door (Inomming)Oulleal Xconfigurationi 2 b, Then TN Few Claso, and S.,octi-Stor Nominal &6At*.68quol;Non,lnnpaot&quM opaque 1=112= No Yo, rill 1 III. Competitor Edge Fiberglas Single Dow with 9da,kss(* Onw.ingoftwr.g: XD, OX or oxo . ­fg,,rotons) I 3 C ht'nuirru l-t&.Cloadlo and Sminot-14, 1,14muno I (A)"); 9 &Qta* NO".1"Iraftrqu0t; (:*il 1 V 31 = No Yes NO NJA F,trl last (,cn,Posile Edge Gooi Lkio, "An Or yAhaut�,,r 1,1• (l".�ive.",�,[,-rig xx,rrOxxl) ConfigUralluns) 4 d Th*nTwTw Ft w.Clmw and Smactli-Stair Nominal I&M.D 8ximot N,r mrsIaLil Qoql,, 1.,:,14!j " rl" Yes No NIA - � . - _ __ - - - __ _____ __ .... - ­ ---_­­­- - ---'-'-- Composts Edge Fileargia" soglis Door . (Inessieng,00titswAng; X configuration) . 5 0 Tion"UsTru Fitxrsir Climisil Arto S-rocith-Sbar Nominal 7SAW,011quot;Non-Irnpoot8icil:Opaque 1'1341N,! N,, - W NJA Composite Edge Filietalm Single Door with Sidealite(s) Qrsysirsigiourdowngl XO. OX or 0X0 6 t, Treenail Fillser-Cstasaic and Smooth-Slasi oar4quistions) I'lerninal 5"3q.U8qWt�l,ir,n Impla,t&ll" upbulue 1.1 �3 I I I `�!.',., i10 Yes. No NJA Flro,loa Department of Sus,nos�, & Profew,31ii-al Regolalloin rlq. I a I clerldis Doplargriffint & Business & Profeesional Riagullstan ' ' r' I I I l� l ,: �r . �- �,i * tri, ­,t : I' bx;. tie ,-. �� h I I 'I "cul,i r.) �, a I Rogil,atior raw 1,41 Consocalte Edge Fi"ma Single Door ftildiniiiCodos arid .'-kov,,rmdls Ii'l,"'P, Builcling Codes anin Standial F�llh:­Xj (',,%Ies luxi Sil-IfILW'Ll, 105020211 0wolonprDiatomming; X Donsfilisimmition) 7 g. ThemassiTiml F,bw Class. -a $­ih still lkli,newil BUl ftuarltf,lortul mposalieflavial Opaque (;omposinal Edge Fibersim Single Door well 12r3l =21 P40 Yes r. i41A Product Approval ApiellCiaboill Deta It Product Approval APPIMC 401111 L)etftfl Fuxluct Approval Appkattion Dill - "`d'["t(*J 0n-""gA0qlPl""nq4 `01 OX'Cero ______ ­.- ­ - ­ � .1 ______­­____­_­_ -----.-- il h Th.,,-TP,F,L*,,.�"o�74�dSr,c�th-SW Wh,j.fasTi,vni,d Nominal Mai &qw1%Nc,,, l",,r,m,;1i Opaqu o 1."i "C 0 , Nio�, yet No MIA 111,11111lilm ,� I I � tuamm � I � I .....,-- Complowilso Edge Felloorifloss 0oull Coor vAth o Ekk r..Mt, is, as* 2" DA, Fisildhoo gft Q6 Ferestrier a" a" Is", pmam W1 I 'Ll. tq*li iM an a" C" Flonallan am V&OA swafte onvo*woubwmg; XX or OXXG zm Virly., AUIi,r.L,I,,, colisit ff.w_ 1L lueentom validated & Visildtfild &A -lifted faCA-riand A,,,vW 2" I= Vote, 111-IsPul., Cqrearn Endirrear 9 Unisnot Validated as Valficated Swimlialed fee Am.nw Asor l izj " - I Llix. . . I , ,: ,I,. .,.I- �l !JflI11l1_V .C�zl�n� ;a*1!tr_&k=U VAWXtpJ4% Validated SLtAtNtId F&C Ace Appromad a" 9 L TheirmaJimi Fdw.Cio"ow�4 SerOpern 19vr confligurabons) Ni*rmeal $11IMOiliquatl4on-limplaist"oot Gazed 12t3i 1:l0l `4o yo, 1`14-1 NlA Afte"Wo, .11:` PCIT 1111011111- I ,,is R.W.&I kaw,li-Da0i rTR klls- n4de OrC(I - VAI. I I fli X 11XI'l 11AIM.v Arpro,loil R— 21)21J V 0ru-od I�­ R"', uitlw LIJI. P t -. PC 14-n Me Lail PE 10411V21=1 1MV2020 10,0121gli 12115..,. : ill - I . ! , " I I , ! 1-11,tc.1.1k, lA.116 0111. .CL:) i- l.- Ml 04de sCii_,.:, "Iii, 11A)i 1 If6020 11111", 20 Alorlit-d C�nr,,"trp Edge Fifengloseas Ssrake Door cullisowit! ~de_ (huo) 486, 0I (10 ,,6, ili,l�,Ijll Callsow "'k., i IIIS ii ill I U 11"St 4 1 1 1 T �." I ( 14-A ,, ,,,,,, . � lIelll l li!ll rein; � 0`4fil st ,lfiol (11rownlill")IJI'swill X.,nnfl7lurwi $Ltcdogory: Fried irk'so.wskilipprojoill : &AC*top,v! WIll.,;l him., ,A rl ,,: ", 1, k"i'l, , ,, -1, . . I 1­lill�l, in I Thotma trip Fire, Cjm,%, 4,t eJml,sosnusifar Nominal 08,03Q.8 AiowXrilill rir,all1i,ril.X4 i:Ilirli,ij 134�,l 141 I No Yet, No NIA C-01- Method: C,wO-Ew rifitirlir Or Using on, Castellanos Method &aalahon Report karn A !;,ltrsr ,­ 1. 61-, ,o �,,, r-- - I C""powas Edge nba,gim Singise Omr 4m leorldis MosownrO Arehili al Used Sol sdode(s) (In6Wrqr04wF"4nj, X0. ox 4N OAQ EiJ1Kl!1Wtid1l1M11 plmelessiorell Engine. f_i.*?,0 11MIN-bifi, owlsigumorls) A-W11,11121USA U-i'll, '-AA1_&AM2MU Awaremad for Usa Alm',mild 1, Use to" ORVM 11 Is. Therima-Tru FiDer-Classic and Smoutt-Sissir NDnwW M039,6Squil lmormoftl Glill-il 1 �01:`l 1� Nin, Yes No WA sit*, amaLaunAm onsdisel onerriorim Coreract EAWridlom clair AggaXagJau,off in pwz OlAgid, Hl ki,-,J flosioni free, Full, JiLiti'lls.ultsisroduall. i". k :�, . ,,,,,: hrl,,.j,4,M"_,jlfi I,_Nxis , _0 Pi'l0r,14,". ;. q, � lr Krx1_ftlLelix1Qw., hl Invest outach Yh& filasell Pigmure Gerwiloorme Edge Nbe-glaille. 01wilro, Dw,ifih or Witnoulsoollitals(Insworgi,iluntl Alto"�lAx.l �21 lbMMt!!:1!P_ti %Arol %.d Wndo-. 04dWI7025 Yes - ".. NO 91MALUANUUM OURHAalz-�m agmuymLWLUU tww.l .1 I., i " k, - 'l, R,­ ill! �A'ji­ ill Ili, I VIA7 � ui,1lI',i'.%I26 Yes yes yes NIA orrifigurations) a" I 11L - QL N.- 1�2 1, I jamadoo chlrael,hodhem contrail 9,,i,m- ". '.O,rel Nu-un, Mul- 12)3il ".11VIV outolds HIM N. Y. 01-Allait, Y. ..� I I'll I- L rhenih Ta) Fi,,e, VassiC ii bmiloolin,Stal l'benrial T&OU.0 416ollol I rr.Pa,.t&4ulA ulAzli'll 1 llj:Yl �.%]�,; �14r, Yes No MIA . ............. Compolift Edge Fiberithoss %nsiv Doorslivelangroutsmang; X xri!(pufatlonp 13 In Ttlernessi-T.1',sissrZilwastPondS-9RMir Nominal ?&M%l0 AquIrli nspolouquot Gained 1213lil r,4L) Y­ No NfA . Cionspostow Edge Mansion S' Zia Door %Ah Gdoesm(sli Onamirgill0theatrip, I OX a QXo owligureborml- .1 .... I 11 ­ - 11 . - . ­­_ ­ ------..,- -,.-.-.-----.---- - ___ __ ­_ __ _____ ­­_ _­.- I .. __­_______. 14 it, T hwm&Ttu Fuser -Cheek and Smoot" star Norstinall &LAy3Q,,0114UoldNar,4mpadA,qs* Glared 1231=22 No N O's r Lo N0 : C.,"posao Edge Alsorglass; Single Door III&SV"griTiLitlislArlig, X 'AWORabi 15 a ThermosTru Fibw-Cbnn and Smooth �13b, :*.,,"&i 6ito­t0.044LlotNOr0m%P%&Qusi Glued 12,31 =2 40 Yes NO Niel (;t­,A­t. bd!;o F,liergiess; 5,nllsir Clod, .1h -Areldt(iolt Il,%.rIgl`0s*­nq )V� nX,li OX0 Florida Deportmorl of Busir,ess & -0-0for3-�iOna; Regulation gayly v I riondo Department of M: isinsi & pirJfeviiol Rinlierbior . r ii 7wimlirricrit l,-f 011 ii� ni �,,, 8. F, -,"clsikinal Ree)i 4�ie,� aragot.14 16 lo Thwm&TIV Filaw-CassiP and Smooth-Suir coroguraftions) �� National 5"3j,0&qIoP,e,,,,,n,DW�&j,i,Y 11ill-li 1:i,�11,:1%1�1 NO Yes % NIA Willi Codas ;,,xl 3tarttlivill, , sai Building Cones and Stonnords i 1': �l'lg � �'11� � af"(i '! t4)1" 'IC i 31=3 Gwroomillor Edge Fibet,90m. [N)luble CAtor ,Wh ,,, swilloid Sidefts, (InarmsulOutieting, XK ol, 0XX0 Product Approval Application Detail Product Approval Application Detail pliodilict Appio,ll,il ApirAtc. Omni DietaO lownliguinations) ­­- __ - _... - - _____ , - __ ______ 1 ? q TherriosTiniFiblor-Celifix end R-oluth-Star Nx-niral 01114111110k SewtNon-1 mpod&qvot, opaque 12131=2 NO Y­ r 4.) i - C ,orriposits, Edge Allergists Singlis Door Wth FLMII"G fw!27245 FI, ll , I . �,F-11 I.', 18 r 7hermir-Tir. Flier C.;aaliii i,,rx.] il,l,,,otr-�cm, T iv,so,,l 0,I:lW nifilliDutwong, ON corlfiguorrkx� N "i'mi EA 0111, l!I &Jullt�w�l mpW&,!rxA Opol 12ni =2 NO Yes. �ll,� ll�A �9111111 I gaft.ja QWP "it QA1hMA09 RK2 i2m andift am 2n Nft Pandw Rl k �w a_ _ 201 2lu CA, ll'o'll'. us ()un,r­b- rdq, r,bar-glis"S-liss Doo-kh mm V-- 111011fasim C�d .1 IF Illuillt, a L.-I I VJIIIJINL�d IN v,wid.d ,%forn'tied LA2husimills, Am-.d ada Iiialk V-011 Mi2g!AfiA,A 0"tol VAMAM IN kilkWLAILUM mmli" lkcmKd FRC Awannal ftxL.,L,j I]i-i iEa YljLj!�,,,j A.-W ,,,-_.0 �.-:! I i.Q hZlll,:,, �Uz %1_,t: f&U.li ii:1 litaid.10 '-farethid rbC.k--,d Airstreams a" fldilllli,iill, ­1 Tnin%c­0­,.nts10,A..ng OIX0 Rarhision 20.10 James Hardie el""i'l Pivoil mll. Chap pai V A.d­- -.am Ja.,, 5,,A-rd, t 4 - rilln'li"i"'i I "i A,V,lil 0 I 10011i I 11 r dag "C A;- lit- 201,Lo Aill,ot IJl,,l ih-r-, L �16M F Gshri P r Ili J Krig, P E 07P VA21 02"W21"i 02o=021 04,13, l : I �­� l­­ ll, - �( I 1 114, tl ,,:,l A ll 1 , I I .., , , , . . :VI _`_' 12 - 1r.VV i7T),:022 02`117r:1023 Aw..d 19 o. Thernst-Tri, Fillow-Classirso sorld Samooth-Sr.r arjxor (W..'rin tonliql,raln"ll) Nominal Ul &quok Non-liereactilial Opartur 1Zl3lI'l,1.­2 N�, I" % 101k cloaqw. Final vVilli, (1,091 W-8359 PE'll 352)367-2A�T cualosity: Per 01 wolls, ll�lij l- . lit " 42t0l l 613, �'S' Z.51i,5 i;,A.Ian N,,P� " I ! I 1�ilmpomtt& resale Filearglasse Sol L" vallm subcarogory: f);dn'j �+,lilAkirrosisallswelishard sollecallroliery-5,41it. Mh-i,-Fl,1,ii1, - -, Al""j".1, ,­­, 1.l, ,, 'I, ll 3,ilvIovIiiii (I'lil-prolidwillarl X0, 0A Or OXO C.ipqili�* Method Emw'g,", R�pur 1:,, , . - CO"M�04M*d; E-OWAJor, FlOpOn norA A ^p-­,rTWhn,1,r. I­l , �,, r"'Itill,lue"A ­~ and 130 ,OyeIgix.wtk'ara) I I Im. .".mlllo .1.1messet .r. U-4o," f"I'll. sister, RisklamidAr,illAwt a s Umsed Fiarldr, . I I ,1, " 1, 1, I , , ., ,"I l [,,, ", 2f t Tho.r,nA,Iri,pl:ihnr.(;la"anl&oft Sher Non,,Inat "ol r&qLr%rr46n-hnrOaMF4jI,,t Clsill 12r31r2= tie ,ess N,o NY, P­(­­ E.0no. p,orsesiationli, Ene'larn � . . r , ,, Composts Edge fitergiatur 1,wigii LX,x eAtirl Sdolkso(a) (resisvignOutrAing, KC r),X of GXC 1`4131112411.8 Recollects FLM!1272.R1)-rxft,rls _.f1_i1_,_�'1,[,j_, Continuous Hood and SIM codgurritions) 4Anwarko= Q6411'ry Alw,'^4 A= ond for boom poster Goalts, As� ylot use Awrowd"'. ji . A ApIlillyl Nil V" onrWiflo filf QU tmw Doesion 21 illir aro Sni,lilt, , I Tp,,,,,, jr,, l,,, C;juom ,to I Nominal O&M.8 squat Non-1 of GlaZod i 2W[202,2 No Ins Nio WA At" bOd"t Haiti, "Mo. Mijbilar t,PoKLQLWMM �&oMj&11u&jdM0At Al l m'&-Z Ntelromm Rt.*I.m taimili Sol 0 rl`�4 wItlift, fiks"'.. 1. Nuil.l. ft.dli 1�faiunjtswPleased., C�l 4,41-mv-sl oq-o-*. !V!!_: (M-_1q%__!f%Kz ri.- , 1�� T, ,,,ux: vr,,r­� 2�,!, jr, l.�� f4j"i, :i �Loli,i 1.'-:!: , �'�,,�j _t_,jjr,, '.E�, hi HVIF11 2&*_M_ "11 R"wat ftemi i�unlpovrtv Edge Fiberglass Single floor vAh slest,oiall 0 "llw"gricii,torwhigil x0i ax 7 OX0 I r-0.4 La 'asig ik- ­­0 1. P S.API, Imir2m Y. Yl,, ?l,4 N, �' I a &411A,,-T&4U0T iJifflit . ,I,n, a �AFJ Vivill �" 1201 t W23 W ,its - No ''. I I : 11.� �' i: I" Ul: i l ili l ,V ,� - 1: 1. l 1,� t I I I ,. � i, ,l,l 1 1 Ill W Y., N/A WA Conf,nt,ous �ikfedr and Sill ourtiquiranoll � 1Ils­4,r�­h I., ",dillo 1b­­7 .p ­F� ISM111A.Vi Y" Yes MA ti,, � b &w.A.Agii.c. 744-1, &lffil ­r ,,, .,.,,I),.,, ',110 I V1 1 12023 NO Y. No ,- .1 1%, Y Thermli FiberClosstc and ,crissooh-Star Nomin*l8&Xt9:0U",A,rlon liToictBouut, 11lized 12l`3jf20'G' NO Yes. NK) ?IiA . I d $lMod GTO01150ft illraps 5"dor"I'sQ: Son Vic Or t.rlic %,*,, y* I :„ I ', " l", y4i NO Garempossiter Edge Fibeirliborn Single Door with 4 , 0'all. 0151iml Cowl V-1 _,er:a,d'ifnya ,we I dA I ,,in Na I., 1. I ­_­­ ­_ ­­ -1 ­1 . . I I I - ­ - _____ --..-..--. - ­ ------ ­.­­ .---- - SidalWa) OnevAnglOuftWrq, XO, OX or OXO I Jk;­1 -rr.u, 0:.AqlQ1z 1,0011 V.1 a Sold 4sryl 6.M I . 13 I 110Li („, Q,l pill lf:omit nuous ­Mwad and SIM otmiligLinsimoral I l, �il� : ".1 .,llol lrtlI", s,*I Ver. Or Said Vityl3nihi 1 ,1113 1 ".1".1 l rill 1- 14. 1 " w Thernewi FIber4lownsicalad Smsolullh ,,I,li ric-Insf fid,l Aquick, Non4wilascilliquot coequal 12041= No Y#ll No N)#k C�,,,,,I,,u,,Ftv F*e Fibetalloolis Door panels sigh Vomited ----,-,- I Sidallarc lipilyongiK.4t"no ��,(, 101�K V )=x loorfQvaUQrayI I - -_ , --- -­ ­ _­____________ _ ____ _. --- - . - - - --- ---------- -------, ,. __ __ , ___ ., __ _ _______ __ _ -_ 24 . 'hel,l,ji 7, , ro., ,',I..- ­1 Smooth-Siar Nominal silualip'D &qfx4 N.-I"Jiuleirt"'l.t, ();,.rl i �ln`10022 NO Yet rk, Nif, Composft Edge Fitiorillose cvor P.MK M", V­Icd Sideft(f4 (1ratialitiflOulivlerrigi K)t, KXX oI XOX careig"licil z y Thermal-Tru Flier-Cmisesio and Smooth r3li Nominal SIM:Oaquot;Nian-Affilessistillquot, Gmsreo I "P il,,Ij.l.j tic Y4% No NIA Composite Edge FIbergAm Dow earlier %,ft Versed 04dolikel (lm%vAlqh0umdwvrMg� )0( XKX or)CM , Florida CeplartMOrt Of BUSarl & Prafrigz1onal Regulation P�jn f Florida Department of Business & Professional Regulation I ,. F;,ii l •:I I h, ;,;llrj,,,I) I, ! 11, ., I , • - ,')­0P­j. ; i", Past, oft Dowlig(ivilose) Building Codes and Standards I 1". Building Codes and Standards I I &,lld,)qG,,dll,* ard zil:jr0aids Doi Az: Therme-7ruFbo�Cia"icikrdSnmtt-weit NornirmlSL4W;0&wxtNon-lwowAqwot; Glazed 1;:e'11111`21!'1' r jIl Yao No WA r ompo%Mo Cap Illbing less Dow Ponals later Violated I ,-limail (I m4linvoulawarrig; XX.)OCK OF XXKX Product Approval Application De4aill Product Approval Application OetaW ! ProduLl Appriuvai Appli(ratiOn Detail "elljoratict's) --- -_ - - -_ ___1__­__.­ - I I . . ­­­ 22 to Thwn*-TtuFit*r.aankand $nimh.$Wr NornimIO8.039$&Quott4gn-iffosoAquot. Gland 12131i NO 'r sin, tii, wok I : Composite Edge Fiberglass Single Citron wn 38KOD nji1 1s4zVrn--hi apeate 5) 0m3wngj0,,trwmN ,,(C) nx (y (�XO 9291 Emli-A glu 292 be" liewdlea am �001 at, ifty �;l Doi 01111 CA* flondirso is. � . ,11 .. -, Wry � zu. 292 Dift ftrwAm go 26 zte 711tworma-Tru Fliber-Cialask and Smooth -Star oarengurallons) Nornlr.0109$m�a&qtxcNorl-plyvkwaouot, Ulaxlsu 1 2M 112022 NO Yet Ni,` NJA Ital Vwoiw wAnNANSUM cl,ftecl r"Lirstse, 4 ukems. Validated as, vas"md Sullmalood rICAM(ey4ol Assaminmed All" Im %-,- jugMjlM;j= cwtw, E,J,,& i,lsmnis Vl,h,.IM,J 0, vahoorid aum,iti,i Fac Approvw A.M. �� - �:Lllx% -�,� ,� r­ i 1. 11 11 I " rorfant F..Al- a r l V,srse,li.l "Idided a��- McAwassaw Asl 42I Composite Edge Fiberg labs Double 0.,u, ,,Alirl R&ASIM 20*20 TAAAKO Sulding Products LLC K,,Il Off 4W.1 NI-1- 1,Yl ,,'A N,easliicn, PE Iongs,W20 091297M Iamzrax 1711SM70 Iiii,,".'s R-ti- '1070 i. ll, 1hornosom Inc isss lbonnosion Archttectural Toty Christman L'.I'Irll" " I—, ,1".,. M lk''ll, lit. Owl "W29 Olullifil 09f2l-020 12i1lir .: -, , :- - ,, I - • clsi"!�n" .1-it, rui^*l, PIEQ "'!-, " M Or., IF - "ll-04 �)Wz?,2020 oan142020 lo"1:020 17ASM20 Ape-,ll 3&VW.IDSid*tm(lnwngfoutsmig OXXID cattrostariP ROW2 I, riVilliil*4 1. lil J,!,4l, 1'rll 6�24 More, ColrloWytTAMCO) (913) 248-3-`14 11,, "ar'. 1 1 I') 11 1 Aii�l . 'I'll" I ­� Wili 7n"l-Wn :T; I.A �,Irjl,1111,1� ifi� omfturgicm) ",A a.bcm.ww unjorloymmaill, 0­1 ­(?­#l­�lll Comna"; Rooling tonyclon-ts-al"i ­..". !� I C.jj,,,,, ,i � , j j.', �l�% ,,­:W 1:, ll,qill owl ,l:i,Vr'1­,i -, V I ,: t:`:l 20 = ThermwTtu FbouCbg4ic onal Smosaidn-ftir Nominal S&M.004yotiNgn-Irrvocillilieliot, Ula"d 1_1191l= NO Y40 No CwmNw" Nadi Ensluden Freow tortil "Callotairr. Poil Acowslarts, tholl rsri� am I . " Il I 11 Compoeft Edge Fiberglass Single Dow vAh 38*39 C- riagriel Porl or the Rating Risks. .1 I. ". 4lldl,l!. l , 'll, _Jrlil ine- Sdolwo) ill witAls"Gilouterlirv, XO. OX or i FlorliftAlmoorstredAtchoodaralum"anmdo Cwv%w- Who* Eyellusition Room Ir- is ' . ; I � , ­ l, I � l, I, l ill 111:1 1: " I l 1-04, parrillipurailons) Yes life NIA ordso.-Al Ervion.. Florida Registered Architect Or a LimaPlorkli � 4 - I 114 A Therma-Tyu Filler r*awe, and Smooth Star Nr"inal 8841M.09Wostifforr-Impeadcluot Glared 1 213 1 ?!X1.1- NO Pirdiersiorial Enrarrew C�.posoao Edge Ab"lM Double Door,sidn F1,6121WIN Produces � _Ih2_� ji �! 4._�. 4i_A� 'Jsl=�O Sidellars. preasmVINIMpgirl OXXO ssswu�J, AMgodu­d lw Lima AgalsedaJigi.ft kill" powiler, FL&IN&4643 ft-Oh, I QV-0c;"0.j •j- Am,,4*d for ft Am-amad let Vas ill= 2tgM 31 ze Thermso-Tri lelbae;-Clwswslc end Srinoon, Star cont'g-1-1) Numarm 111,4139,I) Assuatillion-Impactliquall; Shatiess, 12131 M27 NO yes No NIA in& ftoduaiNaM.Nwta,wftm traded Dmmt*on Corti Eek3l�z plot ,, l4lVa Quitil HM RIWNIN* Primer Gilially ASVslwtf ApsaiijorildlisrUse Approval 191 lifto Maill q t, .1,! r I Ail". ?Lal-"Zu.4�110- liouili-1- "!:!Y Cludal.14%lu.,it"� :.4 LAW ouladdle ~ a"" " E.wfs Composee Edo* GliteadFilperiflanesSingle i TAMKO Rod undem*"'Is i l4lil4i:) Rod undliflaymoris fa urea f1i HlIFV ��­�'I'� 10, NO NM NIA AW &agwgLmmaLnwmgjLnm Fr-,j I.-hiskil, caux! Emkdia DAN in K" outlets low RUM= Un,_- _t : 21 � l' I ..I: -A lul, �. %.l : 1 � "" T � � ll ,,,r, ,,, � I. 14 1 . 1, I 11 , � . � I I ,:,- I :� V.4 1". " _... Q^or volm of without 1841IN2 Skd@Mo(o) 1writatimosis I TAM0 FIK Top OfiRlogo Vent *In Doi U Tic ut. ". .i,lil :'wr ­&,l ,-rift ;,411% omi.11*8 ,(" yes NA-k i:,:i, � I, \ 'Int , ­o/Cluameming,X0K)(00rOX00on%urmon1s) 2 TAMXOft&L)�d.��-,1,1,1�,(��ii0�-1) Roolund.4mornlerillifor.. i. FOP ­H',11­17 �X;Iu`,l I I �`. 1 I 1,� Y. MIA WA 2 TAMi Gamisil Vow :c 4" Valw*426 No Y" NIA , � :..'. - prildoisto 3 TA]l 0111-Rison, ROOVOW *0 Balk :-t,,,, ljo':­f­fil,ky .'M) 1.1l.glamot4ft 0mirri Y" Yet N,A 4 TAWD FiNtand too Otilitools V*nl 11th Balk for Ttit 'L" ;, lt,h, -f-flUilloi 1111h b.111 'W"A ", Yet If" `UA ;,il : . : --- I i I riorda, Department of BLISinoss & Profc9sion.a, Roi;jlall4n ,4,i,, , " ' Florida Npartirsird of Business & Professional Regulation I . I -1,rhi;daid4'xify,iitvrm,!t ,,)!H4:,%ro%!i&F)(Iip.,s%ioironlR#",Ia,,on Florida Department of Business and Prolrossional Regulation Building Codor. and Starreksrids 'vl,;r,i!' Suddi nip Coders and Serdai&3 I i Juldirg odcs ow 6tiorarce Building Codes and Standards 1r1512022 Product Approval Application Detail Product Approval Application Detail I Piixluct Approval Application Detall _+__j (D a) i Cn — CU a) 1 0 ­0 2) > 2 C- ­4 3 ­q3 (D Or 0 ' t = M __0 CM a L) (D 4- (n CAL_? . = a) -0 0 0 0 �2 -0 = 0 I- CDL = , a) = = - 0 U_ — M ,- -;: - M - Ln -0 E 0 (n (n ,ID �M I— CL E M IR M CDL 12 7n?3 - Virtual Review Ili . V Plans Ravin... --- . Ist, Inc, " "I'llpfuri? approve Compliance with the 27 F8C 7th and by Debra Anne KI, PX2300 lion P.O. 1,0 1 M20.1 r fill Product Approval Application Detail —.-, .. , ,______ : "_ 10-ill asmom : L-L, _111_1. i L. CIS19. A= XWAgg NONAIGUA tollb is, j,"inglut f,,W,,, & Liumnsir Xatilod& PAR pli XaLl" 244putu 0*@ Painell'ut W� 0-1-A Dest ALIM.9d Marini, cc" 'Na v*­ rM­,,!,q­ ­­­ corting emidnest & L,­V VA 0,le _2L 2" 2SA V413i s',liffill owdo Panama fac P-.wA 1111i ��' hiall 21-1"- I I !� Tq., ,,, J, "I I l 1�1 AIL Ph ewitoo 51,41110V lit'.Kill VA44till5v Do M AdgKoeo I"N" QMLI*AM Facam a" Agogi imm FLM250-R31 R-w M Lomas- I.,1,Irs. I.,l,,, J_ � D.0.. P 6 0-P FA uri'll, FIE I V2 sr,ID20 I l", V:r):.- 11)111.1�16.1) d r,Q F617 Alimpli R"401 X'N il­r i1""V'V Anderson Fkka tol"imi olleom EI.L.1lo', jill'I IJ I'lll. lio.1"'ll, I l?T,1, 111TA� . - I 1 , ­ , I , .I I 101!,,`Ilii,,11 �Illllrql,A tilt ji, I' i- illliliy 1.`k2'r,,'-, r 101i ti'41i)V2020 Imirdo"D 12,16021) Atp,,,,led W 2212 Low-er Q0 20 Dim Dim status col.gary, Roams GAJIOM3_1$1�*", j I , ,,r.11. 71 74 2 1 1414-A CA.gilly R-A"i, 01:11:1-K11,5091 SeNt*3 LL.0 �Xsilr,.41)lk . ,,,.l Ili , I I ,,,, i1i l: "I i l" I �1. l'c:�� J(pa Version Manufacturer on gn9luKA VAIN led §X Validated Submitted Pending AReLand Appincired s,oca.W,Y.R-I",Ilr�.,.v.."w.".,.,e.'I 1.1evol Pat otme FlI SyVw 104114110toinst'll; sullociaoilaty: ii - Cuslimpil- MMhW! E-01- r4.PIA ft-, ll iTli"'Al"lersonat"al (o �l S ol-.�ll.,ijl,y ::,, ,,, ill - .Pln,ltn,i,, Frol i ",I I'll- �i'L�,i , I , , " I I I l , I Revision :�J20 POUGLASS USA maurvAlplart. Licesse johnVIll 10,2&2.020 IW22;2020 FIX 12i I si)(Kri C-01--ndh.d: Clawillitiom reserod im- Froducl "usalen relay, ll'�'j'r��'I':11`lllll ;­ r ,i:��llll'11`11­lll Category: Roofing S95421313301,;rn,�)II;(�lapolyglass.corn Robert Nierninen Knezrvicii Pr" ARODYAL Flor�daReOsteredArdVbectaiiLloensedRNxiA FL,VZNB-Rl� A :i,iju..1, ­'111­1 -�1111111 Subcategory: PE-51168 (954) I/2-3224 11i'0112020 Professional Engristor Underlayments SAURLILBAAI" 9 &2 lltL %% ollisftAillurate'e D "!l l 11"Itil WO'sto Allimir,od ,or ul = 4. Aovrovkdfwuw rhago.1.126W oubm V -,-I I- &2=0 l I -, l _,_,,_ �, MIA I ! .1 Aj, Apoinsirletal 1, yet Pectinate M ust, ksm 20= E Compliance Method: glubLAEOLVU Assallatlilial mqt�lysiv��q, 4,w .�X,Kl Q%ri ,rulf .*Ji . re. spay �,o al'o"A , -Th.t& R � ll,!�Il I . I � , � - . �& 1. " tIwj­l`:�"ji.L1,,iI,,u ��­ rawaiialullu" .�; � ,.= st. ,, or HVXZ ouladdle 1116i AMLOO"d Elvall.411110n Reportfiroarin All ft,disol, 0-r,ft,, Carlineal fixasirldlars, CA, In t#VHZ 01i, l M "H N-Milre. d2lillfiet Ii itusiap "Pill 3=OMY W - so" shoke small sell 6"ke I , 11, �1# k, 'A'Allin, QA i2l`31=0 Kim Yet h/A I � � . I I , I .tl lo, ii q,l 0 �h lii!zl, nei, ll, rl lie,illi, i oltilt l I ,.,I'll;: I Yes ye% Yes NOA 0 a Florida Registered I Deek-Ai" DA"4, IFIFt,0111-1, ill li tell, Nolle, p.l)V,,,Wk­ I J­l, 1,,, -, l I2Vloe,1(25 No - rill 1 ,, � � ,,, f, Is 9---/Ko-sw. %mh.9.PP,!�0dSj"k, l ,,I i, 4 l� R,0. CA $2131=0 No Y., N/Ar'll,-illi, • � o,,rloje l Architec or a Licmsed libilellorrovskeftillotled to PryWood Vicir 10 S. all 760 - shot,. Storeliali Soil Ll�h.k. r,ir,leii, rA,ki. tlk IV31=6 No Y" NIA I 1: u C ii, ­ , r % 11 11 :11 , I ... ­,�, � ,.I,:". I - ."l- � 1. � it-, yo, Yes MIA (3) Floncia lorcrifess"i 1 � 11 27 ;lza.nroo a.kg,vmc6-o�S046*.40 all l li, -4ir- i 11014liv iiall-io" 1�1%1=0 46t Proll. � Klity, TX I 211 Q02 0 NO '. Y,ts I., " MIA r . � ''I l I 1 I l. , a) Engineer FLA625111401 Products 29 WIN U. RiAt - Key TX i 7131 IM 0 lik, r., NIA � = QuOW-AMMU AbmvodtorUes =ZW lmwa a= � Co in# Product 00" Number or N Product often " mmilliNklidlifn 04 0 InKvHZ PM ­_ -_ - ! . : , ­­ , - 1 ­ -- - ---- -------------- ------'--'-'--'---------------------- I loatirgli Roof Underfairowents Roofing underialements I V, 112= "a Yes WA *WAI-M2.5 i I'L M I Pollyglass Roofuriclefurnersts (Fall Parfilairs red undeflaymansts lot useit) FJC I ZQ3/2023 Yes No NIA WA KVHZ ivoissifieficirs > 17 130Jyjaits, Roof Undieftyrostrilis (norl .11Vi IZ) PoiNge,59 roof Illnelenriste sets. for kite sm li No Yes WA -NIAI-0=5 M C) FAC no,, i-VF17jurisdietions. Fleiride Department of Business & Professiorial RegAolmin r'R,,.t ,t L Fiords Gar ParMont of EWt,inoe$ & Nofollitional Rogililaton I .... : r t, :" ­ll, 11, i l 4 l , , " - 1: � i l, � , , ,I ill Ij 1 1, 1, Pop I oft . L_ 1 rocsirgires; Rod undarlay"its (HVHZ� tudlygiliss," driderl"eatil fax use in li 12tWX2023 FIVIIH27),,tiodiallona. Vol No WA N,A Building Codes aloo Stondard,, : ! ."ll, Building Codes arid Standards I �.. !3,1 . "ji ]l "li, 'i ,:L-.l 1 It 11=11 > 5L 2 Polyglativi Roof uridersaymerrits i:,i iiiiiii 0 P roof gridensysim ones, ftr use In IS23112021) IFIV�,T,i F-VHZ NO yes NIA -WA;­=.5 Product Approval ApplIcaboin Detail -1dil foloduct Approysil Application OL � P, orkict Appirlivai Appilk akkni D(lad CL judsidictioner -.----- I - -_ - - .. . . . , _ . ,--.--.,- I Pait,glids; Roof Underilayseents (HVHZi Pl*Wl#,)l Fulof uriderraWrisiftfor Liswe in FeBiCiMI"IG23, Yvs NO N/A NfA � I—— � I - : [.�i-.0ill.11 ..":1. � !tl::::!��;!!!::�Ii:!!� , I � : 0 < HViV lF,vochoriss I fugei#Air I I V�l Ill', 'Ll P, " I :l[ , .� � � I i t � 2 toolifoli Root Underlaynents (non -HVRZ) Pollitillairs P-4 iniltr Izvm ergs, lbr at in 1223=213 N. yes WA OVA; 622,5 Q26 Ept, IV or 2M = Oriol Pending 20 I&M fifli -a, M 20 catoftn-tm 21 � I 1. sitli �l­ MA ;ya Doe perdraor latil FBC nol VHZ jurisdictions im versilort Vanylitchm Ce"I'll rnoneff" a Liters" Validated Sy Valid~ -Whirriffilled , , FM Aporo-al Apicroved stal Iva vwrl,,RE M.-IMMIUM contam trisr,sim & Lnewso itootatil (W Stuart -I:�, ��1111,0­ �.­­ L L U . 114.1 10 Jir:.lP, "k Vaki.Klld MiLdwarded KnVX2) � cillw2c. fOCA�md IIAS12M AM_.,I. ;-JIU: 11V& , " , . ,,­� .4 1.11�. j_i_,�_L -.1 I .. i1surt iscil, liwabL&L6=1 R�111`llllfis 1,VIT'l A LilrWitill ".dried Lk J,c! gad" MAUM 121tam2o f-RCA-sis-mi 1z0zm?UAD An.ra�d BADA FGC " -il-i I 0 I Pairyglao; Roof Undstraystents (Hall P*ala" solar undseriatimn essits for use in 1`30 121230M Yes ho NVA IVA wi-n ',Y)20 All Amencari 3hoI,ui,saind Ok" mrs Bad- urank L, Berinall P E Troy 8151"OD4 p E lor2w2ox, I 1, ".'l llw= l2fl1&Q4210 trPI-el Pell �h:ll �qr­ L", � ,� I . . , - ­i l i..­ , `� '01r, ,;y ­:, �IA ii i ZMV2020 time AVV, HVHZ justirdictionts cisdatomf 4,lrims (-xii) 71 -.mi,v, - PE-0046549 (954)%47-0860 C.041,0111try i'l4ld"i'llo cGin"llilliks (11.1 1 7 V., 1 37 7 l�lI�llill 1411 i ­0J.", -1 ". ­:��lv,,­4, �, l 41 �, �,r', �,,* ,­­,j,lxP.r'PI, 1 (')I l, 5 2 Polirglass Roof Underlaynents (non-HVHZ Polyglass roof underlaym itift, for use in IM30M NO 'Yes " -Nii �� subcawom st"I"", Pariols, ren.,ebaA16.0", ii•ll_j"jnss yt,C~,V T-Phass, ,ii-isit.li.0.0, ,;,,,, ; �..J.' ,_ ', r I , I.:— i li, 1­,li;il , �­ FOC nom+VHZ )urissidlovorso corap"assioamoritiod E-alum"'Repatimmo, It rom Cailev,lancil, lidesto.d; &W.wit. ReFon tom a Illoo"It E"111,,.i Entire ! , I, Florda Regisse-1 Amlolisi - Lc4l,lesev Forida I ".., "I ,�­,; � .,- , ,,vl!,­ PVO~AIW Erql1&4- FLNIBB"IP,�l,,,K 4 � : I , . I I , , " i riq,ili, � I . .1 i I � I 0 FUJJ7869-Rif ProotiCh qw0ky�sity- Awalrel tall use Aparl for Uss, krimasol �t�4l 1 F --I t " -R4 or �Fllll r " CluallerAlsourantice AstiviovedforLisse ApprovedforUse lissial Lismsta r r eta I els2AIA1110014.11 Jlftlirx ftV BMOMJWAdMO C-tUtKtCMft�ftOAtt lqtli Wdok HYM atilft,- ".- l� � I O_ $"A "_491190 k tiom w or llama F" grilption Contract exp tion "to in t+VW - rict Qw -Omuo-a hy-W Rossirstain Pr9j"-2vil, I 1TWAr�`iiAir.0nol Heill� -�f-rnilplh iH saol,o Si Normal conrliselar plate J�nll`21.114 - Y. N?A I I �m.! A.m •... ci th, A - -ad I, L%, havalms common < 1 1492 Galvanized Stan SADIM PlIMMIM 2agg C'..il­ ... Ilid SUrol Sri"'. pari IZ31l`2022 1,14 Yet. ,lism, I'VA 2 ITW ROGiAsilmr, F,nq. l,I,t,- silitist Coati eals, lJilirin24 - f�. MIA . I ..I I 1.'.,_,1SLVm%1.&il,, Him" . iT,:dej_�_�, I." :,. . ,,�� , IiIX L.� �Pt Ir.1,141U4 ILLY111i Wallis, ily I Rmftwt larsisjul I 11111i rmt�70= Wal ("CoWl's Pate i2131,`2024 ,,, I'$ NAN, ,,,, "I'l- "I'll","j. I ­l;'], N lol-if ,, I ", " l, , , 1, '', :..:.-I +"r, " "'' I r I �: ", i,rl %'4 NP Yes NIA MIA - - .. ­ ­ - __ __________ - ,- ..--,- ___ . , , .-.-- ____ _____._ , , ,- .._ ,-- __ 4 ITW SCOAkipl- y6rilln; wroll C-alclus, Poll 12f3112024 l", yt, NIA I i__ - ___ - - - - - - ___ I I Florlde Dspertmerill of Business 6 Professional ReViation P" 2 "? Flomes, Dimportrisi or iiiii-linmis & Profassiorl Rogulation Flip 1 al Florida Uopartment of Business & Protradisiortral Regulation I I I I I i � Building Codes and Stootirl lls-•"Xll Buildireg CYxlo,-, MIA Standards e21"17lm1 Building Codes and Standards I Product Approval Applicallon 0"1 Product Approval Application Detail fW161iij Product Approval Application Detail I � I I l : � .,:1. FLA6527I411111r&o 0jj ' �i ,[ I : : SA Eete. 2. 29S 91 lo,prtgees IttAk C. last Us lildlPirl'.1%] Me 2M lixiiii at 2& an CM#PArAm 2l,L� I TV- Version lownufactormor closed P"akf--*-Llct-,ng immolated V01140 PIAMN34 PW Am AUKArY14 a." mm XELAD UMNUOM Losses. ku*UEA"" V.I,"sd us Y&AW ban= I all Aaari A" idli vdrwiall 1011,91,11sLitoly, c-omim C-i it Linism. Validated W vaodat.d submitted FBC Approved &il I X..',on 2D20 11,1114th Ina. r ... I Vieklan CC r`,.I.."_ ser-1 I LC icc r`,w..o_ 6_4W 01YOU2023 1 11,110(2012 0103,29-3 r�.elr Rglimilan 2020 wearanhalm.- ill 0 11"mon ICrF..I­u,­­.­ - ill , ",ro I L. OW2,%21 I'Anyx2l, .,l,IlN.'1)2l lkpv--d Aam".1100 202, ,,4;n, ,q,l­,­. ll jw 81,,is I., L,I.t Milli M UN.h. PC 11111RA"Wo 11,1WOM IWO. 1 . l cd.9win akw-1 compar.ri ry.')) M911-41015 LLC Catespon, alirsiduird Comn ii 71024-8470 1 ", 0 1 1.4" 31" Colsill"T I 110 V.All� I407PS011 W ,.:'.14 ,,, m454 sillocaloggirls. Tows Distant - All ­0r,i,- (n- h S% 09% lissitgamigal "reell Lw,.b,, bet wilistmelli,l"Yorlis ausecati 1'. 'Phil.k--o'ey'lil, � C"Ilmo Method: Evdwdkri Report earn a Commilemet Method: P."fillissis Report *&r a r, se, - Compilossele Method: I I lillittim 1-1)" till M 0 eOm : Practice EMkagm En*V Pnloild E.*.b.. tIllill F Imes, RaQ4.ltdA,dh,4­t w. t i " l le"I I , " � I , ! I FLN6_V14441 fteduld, Pnot-fatal 17.g­ flkev-4"tZ,AMM OLI.IN A.-.- AaWdNhd tor kite A-rovad 1, user bag go" QudkvAnwmg* NNUALU�_1!11 Amoviodiforl Most ltwa Colikin rLP§M44t5 Frodeling &121 a269ANdtmmmwLxjbm Ishodwid tarsonsarein contract cali I- DOI in HYM OLA" ilviz anbwd e� JUA prodad tessellation coolant rieftation up IN ftlz ouli" HVHZ "., Assialifit VA 1`11-1 WA godb-AaNL"o AmQ.,ftlt2%9&t ADlll,�oWw J% I r, rql� 18 go %ION Steel in-onil plate $2,116',Q4 Y" Yet NA WA I W-4. VIL W-VeidlitlVions.1.1.11sor ON31nozs I No till, rofA AMI ft000ld ifflussumallegiijiluxAm burlili'Ll 0M I leal Colebrook F,,J,N- Dia, o ivinz 0q,imilhir �V-1 stmaim, i !_ IL-i I Mi I 8A H n Is go wpor righ '11,400011 Ifoll,�netftw Pate t2jjTr,l11,'4 yet Y., NA WA ^ I F-16i ... PSI 1-liti ""o') I "'.- I', I 1:"5.'? 01311iV .4. No Is. yea 101 WA i illiselifiJur"nurrin Will PMV Vermle,dAluitiloilinl4wTV Akr, Aklj,jl.lnIaalj: ArV.ViAiPdr,NaPFrsj, )rAKWWJ3 Nil, I.- ,il, 2 ullisil 3 will IM $41 go 11- --olm, ". 1,;111:X'4 Yes Y­ NA WA � Imbor,*044 LSL 4 7J Ron Board Loroi,hattdl listed Lu".1 SlIsChileal C)MO*Sft L-Vill t-u-1110 - I - 11 OW31120n W yes [i Pi ill. CM0 damp; Wood ,1,4T, P I 16KI &.no, OvOiliC 4 MIFTIOM is go 11191) stroo 111A6 clonflodor Ditto I �11 I (l ,I 4 year Yin, NA WA ueardl i Wild 15 WT2" 2096 Alghore.joh V., ofton"ar paste 12,7r ll 4 yall, ye, NA " 11 wintite.., Ats Goal 0Il.ti,,d 2ut..d [�­j nl,�, P­d .1 11'.11.�^ No - WA WA lag. ll wo-ooeeaml 12/34M.24 yet yet NA WA 6 TLI3 lill nil go Mess oarriodow dyesi 1"1=4 Its, yet NA 4,'A I 71.20 VT10 W U) -4--i 0 M , co = < - lossawass- 0 L- M " LLJ C— :H = n < (3) Z 1 2! <x __j a - I SHEET NO. March 6, 2023 PA 1.1 Poodds DepnonarR 6d Su6inen A Pmbom onM Iep1Mbn ilpr 1 d 2 Sullding Codas and B06Fldrrde 6na2m2 Product Approval Application DMd ikil La>•t= gta aft BdeCniaa 20 Vfr1w No"Ob"r Rogow & r*a 1M1�4r alllrf± fx4r111f rat Aaarevtl h~ to" Arnamn 26e Fob Oor0, mA in Iby" a" mmoaxodDPw Jam" L rUda6r. PAR. a UM40 'a3 IM140020 074Qa010 Apprwra 6olr'wpImomate a*WW aawlaC WA000*6 n CMUCKP0001V ealGfdgwfr a•'aw HWV P41)W41M (N1)4r14127 Cefgrros0~0NOf610WMgftWL" �Wn ir.tw llat BotlartMNWM fif�Aem QrmriimbouLBla howw dto Umm AfamstbtYe 10NYHR tiroiltlm toga ➢tdro NAMad lRren 1 army" me Hd, Paolo, No arore Hula vW0vpa NWVWvAPw Nrmm 01170W No Yw fr «faaa0 2 ge too IWA No, pwbmwm offs* Nu44 %IW W4&h ftft O OMM Nuns 1W "14077 NO vol NF -400e0 carraeeb(77045-107 3 aorta 10f60arv*Nuro WM ewo* Nap Teo* DfA 0 Vora7ff7 ON,Pr2027 No Ys fb -4"4 fommolv=argr Hu,g 11Y,y1 agar Map TNPe 4"isr4x(1ar a6gr7 Oa220017 ND vat No .4" a Gomm tprA are r Hu,g %W BMW Hum ]Wm Caarpaaa mrx eJn 7 05"W20 No Vol No .3"a solm'ta" Mrf* Nu,g W" tatpf NW40 IN, apfpdaas(7rx 06371 onfam No as Na •brae 7 woes i0m afv* Nur6 %W swgr Nap TWOovioeft(ior m NVB rA onfn No Yaf Pb Naaaa e aw" m" ar410 Hurl vW OMae Nap wadtr (4r a727 ob17rim No Tta fb «3" a $wtt i0nf aro* Nuna %W eat! NWV WWW (4r:41-ll') aansam No Yt 1b «18! 10 4lafae mm arvr Nary %W:W Ma N,aV whow tar 01Hfaw7 No Ys No .:atu 11 aww loaf argr Nuro 4YgA agar Nwv wMFrw w xan Oan7H077 N. 1ht W «arJl 12 swrelaaaaro*Nu s VW f" Nap wvomw Oran m1arim No Yaa rb raaJlf 13 some laveafar Hare VNA swap Hum Un CompaeppT x omn OW3407 N0 YMa a* «ia426 14 sous IQ" are* muff %W:"* ow"oaps.rxw.a7 awlaw'7 No vYa Na .3" is soft im*Fa*Hurl MeyogWe* NWV7MRClpnidWAlr=7'J7 w7aw7 No Yde ab .tab is owrs MIN argot Hung VYyo pogo Hap llr,n caon4oaeepr ■ Y2') 11901612w7 No Yea milt W0140 17 gain Iwo aft/*Hume 1'Wf4OWM sfv10K"rW W$(W x727 10000201 No Val Ip N" fllllnkaLftmrall godkAsarrae ANONdA6Ae AereAAalle am Lire MLA bubLEMWAbabLamm bubo raadrlee caronfWmraam kLm Qddlllk f Arrant fta 1 1sawMKThowwwor MDorrsaea WAMVIV1 tn44 1tifb,aao+s OwVls 1prv(Q a7Z7 W1702027 No Ys tar •ra410 pwbmm f*osayowm 2 1a tilt WnNntrfrrlrfesrow wAtnf ►re71 0117sam No ve fb «'W640 Psrlofoa,fs 414m We 8sniseaf"SWIM a 1Op 6eRs wTnw nsplr Bfaffrplr srAURfsa ow WMerar Hung 7notCeeewrsrOr a72'I 001412027 No Yt Nw +4" Hap 4 ld0G6N erTnwfnsnarrMs,rpraerAesPiaalx vae4epwHWvTnpeoonpodw(1or■fir) OWV307 me Yos P% ,W30 HUNG Afweasn mom NJ" CaPNMbr ceelewlr WneOwa aoLLLloaArF Naps+BMW swefaaxs 0~ Calloaw, Mare or Umv 161111AU92:1frur Alai 1 agree 1OAe shag Wkwo , 2 I . 1af0arft VAdDr a sorts 1arA alata arMdow 4 swift im gotta va P4ede DapartearR d Buelmn rt PmfmWmW Flopulallm Building Codes rid BGndrds Product Appr*vsl Application DOWI fyoadl 2011 am �. . MR Q/!1ltr C�aM auw.. Willow MAON f� AN "no in k"m aa" Wr4ows"Um Joss L BWafr, PEd C?MAM70 01114r2070 mmamc Arpfwwd I*N,otr MprubaLrAtOWBOW OSUMI„rOW seen) atlas ■ Goa (eat) w4s® Ealratgtrddiss 11r&Amm=m t W#Atff ibOULDO AssmL6r Yn AamtAKAN i.NYNL arld ?M hum Bets bdiftd Baser 'wM eaaYYa'xlow (00[w 1Q,lb1f]'xeO•I ON27am No rot m �7010 %bosawawwdo. (rJaw7la, TYlrrx2f7 os6N1m Ib 4Ne MMIIatgvw*w (m mrxon Osf77rJwa No Ya 40 Nato elf(4wiwgwwdPrpeo>41Cr=af7 orrv*m3 No 1wt Na .3b 1Gfaaf Trrl Kerf+v. MaMiatunr An3-fm 20M PeftOVP abr Qdlpwse "now" r,rc.arpwr-awlra Km Csnplott doss! Delg*m0on M4rw w L*" ZWKINIMAINNINER NSA 1 eab to arm 6naa Nip Y4 2 Pefa i0 erwo smoo Nuna W,dow a PeY 10 erm One* Nunn Wnmw 4 Peb 10 tlMao *row 1w,r4 w,40& e Poft 10 rot Brow Nuro wn40w e qWa io eww evo Nuro w x*r 7 left 10 rwwt grow Nunn wn0ow Ata2 , tare M ewW faVia Hunt Wnaew 2 P4r to cork. Gaye Hero wmeow a NO 10 float•Hors Hurt/ wrdww 4 Pab IV arbo say. *Arm W ndm a pefa 10 Balm eve Hufv W mdow Pl2NrtMdu '' ,.. D>• 13nil1 WaglEsOt AWN~ 20M Pogo cvmrolen Compw7X w. ors rmocolrwyt No mold adsr CwePawr odhod: LWusaan (ao0od imn a F41wr NnatawW Aron'edrr a Lbanf W Nww ►,errwndr j~ LWillALnKu a Rims snr*ei06fsRswatnsea F kAft Deparman of Budnams & Pfokselmal Faegulallm BOOM Codee and Stsrldrds Pro" Appre al Appi"Nom Dot" gpmhLw Jot H4Ydon 8" Wm"" WO nrq+ T.P Lu,a, K LLC WOW" nAnubm"'AmmiAon 460, j W641456 041) 014= IPD em dI1d1�MrI�pF gptdt MwlOos Ron 00 ONE ."4 Am gilt FeCAHM4 Aal"Ofl ate* 0"40RID "1142M arrUa 20 Appfawd Calea2kewft Da:'W.%Ifv Nwa4rp , 6Mye Woe Wwfooe ammkar gat W22a7w2 AMOWHAisre +aims fb ARWMMUKAM iamkrooa VOW eed Amboat NO Dodo wren M6140 80SW Mfg1No1WV4ddtree4Mna Wxdot 0?9WW2 fb Ys s +40F40 W d ar vwlyt mom«Raped B"o qrV WW" 07006M2 ND va Pb «6006W 40' x 7r anal Nwarptt B ft* rrx4a WMdow 07,OM2N2 No Ya Ib •5060D 2r x4r Nnyl NOa•adaw anyo W,a tar". Orr22002) fee Yr No .aa_pa 30`a 73r umIr Nom.4antp e44aw HAa wvwew O►g60a72 ND Yes +b «400-M MAW x IV" NVIAN*n6 av" Myna WPoor 1CH7p021 MD Vt. nr ,0a00 traiW2MadWM W Y f0" Nnyl r4orovno" tiny" w,na WMNo,a' arrtlaar Gsat6rCSe ral2filwa ammooLlCrL Info" ND aomiBeYe QdMkM= VON imme Bunts+ nfo 9mm CTamn ' 40'-0 SC r 97 Mnyi PAD04R W ravw Nma WWWW maims No Yee N7 •45445 64" + 6r VIV nb-a vm a sulk /4^Na wm*. 05404108 No Y4o W , 60h.w 36' w W 1 ,V Fkm4npxw firer Hea Weoee or122awr No Y" rob -W55 62•' W. Or V v N—fnto give H^ woom 10017om No YIN ab , b('. D morlda r4poill'b rk0l Bumems & pmfoomonel Faegu6aon Buffing Codes and Slafldrds Product Apprval Application DeaA pogo' d1 snwmn saki Ran ➢o grlhdtl Roo 2201A iff(dci(Irel vdmlrlalt V bdoid al mmftd FWAAWwM Aflere 0 two Jao H"don ar,W 00 oo W. adfaolm FJe. T.K. Idnn, PL• L:C CR'14r IM 071+40M OFA0Aw0 AppWad ib0wyw PF44186 pp1)fea•f46a Psasawaffiftp - at, fr.d6m Owatr Atari JylL,"a! r!r_Sl_i A ffft"o ff, NIP hot" NOW RrlvMedllle GffmWl llllflS f;Rdalrf"m ((Pepfial ama1R 604" 10 VWA Plfnaa sorg W-00, 05mviW1 Ho Yet ND WA F40U4Mr pole no Ib_f! 4(4+R.r(tflvrr, Af1'RW,M 1001 �Fr.M,�.a�G�VPMOon .csmaei NMvv, 4 aaaco m"m Food 0ip"Awe N~ rArMA vr, Mwu or ufCMoe ■ad1 a,war r Ilrr ' tlsre+C00 2 aves 1670 3 fumodambmd awao 1600 r AMR 1 air lath 2 Or Iwo a 8111e6 16" F1J14df iM Cast T29e V#"o *--mgm war Awnrwbn 7070 Irtot cwpwwwn cawawX PAOIm nom 6abCx1sowrc 6tro E2srtw DWAe@Wraot Cweaoleer dsftm l00 On" Mrxw LWd Ae1 + eras 10rAf2e awI V art Vow 2 son 141119" 800vow" ow 3 6rM 1'(42a26 WJ1'a V6ot DrDw 4 site 1pg0r7681JI+p Qps Dow Jul + arW 1st w f l wnptN d AwnD (F,dry Ops t000r 2 60ea 1 W er F.reerroeof a Awny tl� dr0 awfe Doe, f ferlos lmwfeaa,rpto wrewns6Nro Gww Moo 4 sonoo lf) am OrAver"al w1O W" Imo, 11.0116 t(4 Pwdedt AMR Pnodeo Mosaa. 1101ber aP N4nr 1 6fr*►1e0 w rs+ow,Paft w AwrO ei�rPv Celt Door ? en'wt lOpw fomfpaaaM,ae+MaV Cheat llo0+ e 84rw +!D w Flcarrpene wh1r+6 aMMV GWs raaor 4 arw +00 w Limiest urAmorM 0V a*s 0 w F9w(daDepebNrRof&WreesARoksdwalFrlguletlon rw 1 RondaDepaMrWkofBuyne6rdPrMC55,011d;14y6ulaDun Building Codes trod Staradrds Budding Codes and s0an wda Product ApprV4W AppiknOW Dear Product Approval Appllceaon 0*tod � Furtpeaaa I 9M1pr gee Ark 001Ndaf n•m. i ta0bor. xSll.r! FyfLmf.dL40W V. wmPJ FaeAmn"# Ak�p,^— an.. , Typo %I in Myou Mrd Wmft*vd Door JWAO"@WNW, P-h W C71407020 67f142= 07-As"vmion 4t%':0 Pp u, r-.. •t^ .:. Jmo Nayoor SO-$ VJwwSOnow*r T.E -,i"v f,f ft4atfDa ldWWbAWA$0Mft%n CRUN PnaatowV i r'urtrDPY' WI — Ron,v, rrf-44r25 (WIM64455 (r41)lw-mm (rat)4r141e77 eenL,xagwY Fw.0 74';•tC ,rr, �eiaf CoeVUMMw oM'iwf: FvALrfr+Re(crf t-r.'nr v:'.nY,'+7./"n c'Mfa"ilrr "Som i F'R^ce Ro,,$ ftdArcs—t a•a.00neo,:rorJo u.co'n i 4'v,c^r .xwt F-,,,," MoULAMm. ar®aL&LAI a aemlJJlcar Wr.'. u l F' i f�W F-J i9i l! ftmLmLQRmm4mim GemaKsokskian (NNym fling 111610-o %4swm•� vwryl F,wd W"o"(W x 7r) Wile*= me 11r %Wfaoda0tlwa(10rxa47 ema0w2 No Yee r►: �. 'OtU -:.t a. ;, ._ 'C er o. ,1"4 •r4yr o:rM:a.. VW F,wd Wnerw(err A W) a7HIM2 No vw N., .•.. ,. VYry/ fat ew,ePa (alF =?rF veytf,w6eadPw (lob'xM7 vrhF Pre arrplx' (silo = f o7 somEAMEMN aemualLllu Aorsatfrwfr hmvw: c .r' CM&AUlaratlamLam nt1111it 91aW 1lnti ltsi self ^rr7r F erHMm No Yb ani&=4 No Yt NY ' F'lodda Departmere of Business a Pm%molonel Ftegulatim i Building Codes and SMrldwds Product Approval Applies" Dotoll star: OWN PAN Drktua= w QT.yr( Emmlo wa lJaete 1ftliomdor V00' M #010-w_ d M2' i., P-. — Uur„o Jet Moroor tlw,W 100"" W" Door J6n W L aWItr, PE6 017140= C71,47020 0- 'f ��., 4Fiw:, •a 40'rew MWQ%M wAaaeloon CBUC(4&110Wv 1 W 1) w11M (661) 411-4r7 PofowodwdoDero Chu eaaom tie 110"I IJM xLr h litgloAWe inKym DriW= i1w.11cm +1nn.rx� i vwM 24b0 MW am" rein Dsor PW x 9f7 +111p/iw / No Ys !4, .� *VO arvw Neal Fafd rpr Dow( WVA 844&W m2ami N0 Yr ^a, 1' ea+-,nri 44M 24%ml mr odv Raw Dowmr x an 10,03". 40 Yeo "a -aa-ae Ayt L rge Purl Feed Nor Dow(adWfn 47-UFx 0a26a072 NP Ys Win aaaa6r Marro Aawe"# r. (f.. Aaornd ti ut 1=4 i— _„ AL. 4 OadoYKeddita ia:,nflaeiwraenrt iN "a %W 24wo -0) r GO V GTnaa Dow (e6-1rr ■ s,24401 N6 WV.M "§ Vdb P" Fos rC' Door (6lsaas W%W x WI16=1 me v4s e+-irri %5V 2-A rot r01r woo obi om Or x a2 J O6N&=2 No YDF `4, •.'.,%.:1.', vmo epb P" Fos ^C' ow (6NN4.47.1 r 1214r2022 NO Tor 46, an ModimAsa11a Ammund to Lima AwrrNNIN.rMUM hmjm :1y,y,. 1 NY^f 24r,Mw'Dx" aalrV fes4n Upor (ee.11r r Oa24=1 No Ys AD :'ti •1n as•1r4'7 Vwryf 6rgw Purl Feed `C'Daar((T4a.tnA feaa'x wa1520J2 No Vw a, -ifv A0 6+•rrr} uw,y124rr,r rofr 9,4v Gatos Doer fir a e27 OEIR4IJOs2 +k, Ys vat ergo Pow r 1WD"0"Oer(6wr*% 47-Yon Offlefla02 ND Vs - .•,6 , poet t d 1 v,W= go jld BWPWre gtlt 071140 i, 4""m p7p 0742.7g0 Apgw.ed o- " rr A"NOW seprin'eltik4P hommm nEms noel go" cenera.r t.a+.r'20fR u, w_vl¢ 9vlpb- O6,7YDW+ vb Yea f% N/A MAY 2 7n,77 Virtual Rev- e Plans Review com w Assist, Inc t0r compliance with theeted and apP oved by Debra lahr FgC 7th Edition Anne 1(lahr PXY300 March 6, 2023 N N W OL N 0 N O •� O Q O W O U- 0 O !!� L s_ i Cn i- S2 U) Q r 4 (3).. E�, �--+ CT3 C) z a 0 m c� m —0 W� z J SHEET NO. PA 1,2 • Simpson Strong -Tie 2020 FBC Approved Products Ur,dslad t2i"2020 For erect Inks to all GOT approvals lalen below '- wu - apOrw s.LL,-E__.ES For addtimel information reggdhg Flmdes Salowilde Product Approval Boom end litantalUde County Notice or Acceptance (NOA), . 14_ < M Lfv& FL11r2355-R7 Product Model. Number w Name f'1>�il4tjifMlStlfliiliil 1 Trillion Stainless Steel ConcraUe & Masonry Screw (rTN-SS) 1/4" dianeter Teen stainless steel masonry screw FLtl96/9-R5 is" Product Model. Num bar or Name ffi 1 SD10112DBB Outdoor Accents Connscbr Screw 2 SD9112. SiD9212, SD10112. SD10212 boll Drrie Sr; Connector Screw 3 S0,9112SS,SD921255 Strung Life, e>UConnodol SS Screw 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700, SDCF22858, SDCF221014 Strong -Orrin 'sLY P Timber-CF Screw SDCF221154, SDCF221334, SOCF271968, SDCF272368 S SDCP2243a, SDCP22512, SDCP22814, SDCP22700, StDCP22858, SDCP22912, _ trnnq•Urn,n S11I t mber•C:P strew SDCP221100, SDCP221134, SDCP271400 6 SDHR27400 SOHR27614, SOHR31400, SOHR31614 b'trnng-L,rIvA SDHk C.ombn-Hean Screw 7 SOS25112. S0625134, SDS25200, SOS25212, SDS25300, SDS25312, SDS25412 Strong -Drive SDS Heavy -Duty Connector Screw• SDS25600 SD625800, SOS258M 8 SDS251126S, SDS25201I SDS25212S6, SDS2530OSS S0626312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 S0,WF2718, SOWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Curve SDWF Floor -to -Floor Screw FLSI0007-RB sic >r Product Model. Num bon or Ill— t ATR318, ATR11Z ATR518, ATR314 Threaded Rods 2 ATUD5, ATUD&Z ATUD9, ATUM2, ATUD9.3, ATUD14. ATIJDI4 2 Aluminum Take -Up Device 3 8P3/8.2, SF1/2• BPI/2-3, BP5/8.2, BP518.3, BP314, BP3/4.3, BPRTU03.4 Dearing 'Mates 4 C1VIJAI Ci4W1r2 CMJV5'8. C%VV4, CNWS/8-III CNWSJ45/8 Coupler iA&-, L C:TUD55, CTuL*L, CTLl CTUD75. CTUD76, CTUO77, CTUD87, CTUDW, CTUD97, Couplins Take Up Devroe CTUU98,CTUU99 6 1`131 W. N5, N6 Heavy Hex Nuts 7 RTU03 RTIJ038, RTUD4, RTUD413 RTUO5 RTtJDB, RTUD7, RTUDS Ratchrel lg Take -Up Device 8 TUD9, TUDIO TokaaUUp Device 9 TUW38 Take -Up Washer 10 URS3 3J8" UPI Rod Run Tiedown System 11 URS4 '!2" UpM Rod Run Tledown System 12 URSS SW Upk1 Rod Run i iedoam System 1.3 URS6 3/4" Li Rod Run Tindown System FL#10441•R6 Aga Preduct Model- MUM bar of Marne 1 0772 Hok6down HDC10/4, rt1DC10r22 Hold down 3 HD08, HH17011, HHDO14 Hold-down 4 HDU2. HDLA HDU5 HDt18, HDIJ11 HDU14 Hold -dawn 5 HPA26, HPA35 Strap style Purim anchor 8 LSTHDS, LSTHD8RJ Strap -style hold-down 7 MASA, MASAP Founnaton anchor strap 8 MPAI32, MPAI44 Strap -style purkn anchor 9 PA 18, PA.22, PA28, PA35 PA51. PA68 Strap -style purkn anchor 10 PAI18. PA173 PA128 PA135 Strap -style purkn anchut 11 STHD10, STHD1 DRJ Saap-style hold -dawn 12 STH014 S7HD14Ru Strap -style hold-dohAen Simpson Strong -Tie 2020 FBC Approved Products Updated IZr4W2a20 Fa tlrset Inks to a189T approval lased Delvw. (;LICK iIE F, T. . For addrioml ial4finedon regarding Hindu's S[efevdde Produce Approval 5>stem and Morn-Oldsou Cnty Noticed Acceptane Ic,, : t rul,,;;g 21 LG emits hangars Top flange hangers available off wdth of 1 906" and heights ranging Iromr 6-Vil" to 15.118" 22 WAZ genes hangers Top flange hangers available in width of 1 9116" and heights ran0ing from g 3/18" to 13-1J8" 23 LE03, LII LII series hangers Topflange, hangers available in widths ranging hum 3.114" to 6- 711+" and heights ranging horn g" to 33-lr2" 24 MEG5, MEG7 series hangers T up flange hangers available in widths ranging from 5 1 ill" to 8- 7/8" and heights ranging fro•n 9" to 32-1r2' 25 MIT series hangers i up'kirhge hangers available in wet a ranging from 1.6116" to b 118" and heights ranging frnrn SAW to 24' 28 PF, Pi 3'FDB, PFDSB series hangers Topflenge hangers available in width ot1.9118" and heights ranging from 3-318" to 7 1IS' 27 RR Ridge radar connector 28 WP sorties hangers Top flange hangers available in widths ranging from I .IDI to 7. 11Ei" and heights ranging O-IW to 32". Afta ProdraeY Modal. - - bar or Name I ABA44, ASA44R, ABA48, AB446R, ABA8e ABA88R 2 ASU44, A31,144R, ABUAII ABU4131R, ABU5.5 ASII ABUe5. ABU88, ASU88R. ASU88, A R 1 1 1 1 R. A 1212 ASU1212R 8U88 ABU 0 0 A13U 0 D BU ABW44Z, ABW44RZ, ABW48Z, ABW48R7. AE M1887-, ABW66RZ, ABW7.7 4 AC4, AC4R, ACE4, ACB, ACBR. ACES 5 BC4, BC48, SC4111, BIDS. BCBR, BC8. SCS2 214, BC52-Sufi 8 CGII CBW CB48: CB88, C12188 7 CBSQ44-SDS2. C8SQ46-SDS2. C15SQ66-SUS2 C6SQ86-SD52, CBS088-SOS- 8 CC, ECC, ECCII Series 9 CCO-SDS2.5, ECCO13DS2 5 Series 10 CP744Z, CPT6n)Z CPT814Z 11 EPB44A, =P844 EP84P, EPB86 12 EPS4Z 13 ICB44,LCBW 14 LPC4Z,LPCSZ 1S MPB44Z, MPB852, fw1o8882 18 PI PB44R, P846. PSW, P86 R 17 PBS44A, -BS48. PBS08 18 PBVB, PBV10 19 For44-18. PC48.18, PC48.18. PC84.18 PC88.18 EPC44-16. EPC46-18. EPC,48.1E, EPC84.16, EPCBd•15 20 PC42. PC4R7, P=, PCBRZ, POW, PC81RZ EFI EPCA1l EPCOZ, EPCBRZ EPCBZ. EPG8RZ 21 PPB44-42, PF844-U 72 RPBZ FLM O9B6-R5 Product Model. Number or Name a` 1 FJA, F SA 2 FRFP 3 GH4e-8, 01-148.8, GH48.6, GH48.8, G114l1 6 GHA10.8 GHt3&8, GH66.8. GI168.6. OHM 8. GH610-6. GH610.8 4 GLB6A, CL86B, GL85C. GLE60 GL87A GL87B,GLB7C, GL27D 5 GLSTSi2. GBLT812, GLBT51S. GBI.T818, GLBT'S20, GBLT02D 6 1IGLBA. HOLM HGLBC, HoI 7 HGT-2, 1-107-3, 110T-4 8 UFPi0SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base P,wi Cap Post Cap Embedded Column Base Embedded Column Baas Bolted column caps with Wi rangng From 3. 14" to 9.1fr and W2 ranging from 3-W' to 7.117' Screwnd column caps with W1 ranging from 3.1/4" to Ca•1):1" and W2 ranging frnrn 3.518" to 7.1 f2" Concealed Poet Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Lghr Post Cap Moment Past Base Embeddod Post Base Emtedoecl Post Base Round Poet Base Post Cap Post Cap Post Base Retrofit Posit Base 1-outrdat,on Anchor Flat Retrofit Four ,datiun Plate Girder Hanger Glulaill hearing Plate Glulam Bearing Flax, Heavy Gluam Bearing Plate Fleary Girder Ttedo n Uttberwif roundatern Plate Uruversai Retr'ckt Foundaton Play Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3a2020 .,, For ciri Inks to all I approvals Mated below :.Solo If.L!h j. For a[itltl0'lal khfolmandi reQerdnq FlOrldn's `Jleb.Wkle I'Wp(xiot Apprlwaf Fysn;rr, an4 lhAnxi)x; do i'a.nry N(xh;i• ey FLIM 0446-M $Bp,� Product Modal. NumbeLo�,Nama ProductDescNotion 1 A21, A23, A33, A34, A35.. A44 Angles 2 APA21, APA4, APAB. APVA21. APVA4. APVAB Crutdoo,AcTernta Angles 3 AP644, APB44R, APV668, APB88R, APB88, APB88R, APBIUID, API31U10R. APV2. 4, Cvtdaur AcY'ents Post Elases APV644R. APVBW, APVB66R, APV888. APv888R, AP`J81010, APVII OR 4 APDJT24. APDJT2R-4, APDJT2-6, APDJT2R 6, APVDJT2-4, APVDJT2R 4, AM).12 F Cutdoa Accents L)eck Juist Tres APVDJT2R 9 t: APHH4fi, APHIi46R. APHH610.. APHH61g2 CrJtdoorAvxaents Heavy Hanger 8 APL4, APLQ APT4, APTB APVL4, APVLB, APVT4. APVTB Outdoor Accents L and T Beam-f o-( -Aurrx T ••*. 7 APLH24, APLK24R APLI126, APL1-128?c, APLH210, APLH21OR OutdoorAccorrits Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z CBTAIZ Concealed Beam Ties 10 11 C,fT4Z, CUT51. L-ilbZ Concealed Joist T iee 11 DJT14 Deck Joist Tie 12 IS Dry Wall Stop 13 FC4, FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1. GA2 Gusset Angles 16 H2A, 1-125T. H8, H1CA•2, Hi OS, H14 HC;AI,: HurncanatTtes 1 li I I 1 Heavy Concealed Jost Tie Its HH4 HH6 Header Hangers 19 11 12 Knee Bilica tabouer 2) L30, L50, L70, L90 A't,l'ss 21 LCE4 Post Cap .21 L530 LS5U.L570,LSOO SWVFM*AngI 73 I SC7 Adrustable Stair Stringer Connector 24 WW26LZ, LSSJ2tiR2 LSCi!tJ2S-Z LSSJ28RZ, LSSJ21I0LZ, LSW21URL I raid Adjustable jock I larger 25 LSSR1,81, LSSR2 1 P 3SQ? 37, I SSW,) 5e t 3SR210-2. LSSR410 rick! A.dgsidtae gk heablal kewabk °-Irtnpm t 28 LTP4, LTPS Tie Plata 27 ML23Z, NU4Z, i&282, ML287 M11.2107. Angles 28 MMH8 Roof Tie -Dawn 29 Mfo Hived Root Connector 30 MMLU26, MMLU28-2, MMLU28 MMLU28-2, VMLU210, IrAIL'Ji211, MMM.ry, MMLU1311 Face-Mcunt Hangers 31 RBC RBGP Rod Boundary Clips 32 RS1 3 Root Tile-Dw.t 33 RTC227, RTC42 RTC2Z, RTC44 Rigid Tie Conneews 34 STC,STCT.DTC HTC4 TnrsSClirx_ 35 TJC37.TJC57 Tnu n.iz.kCllx: 36 ZZ Z4, Z44 Pane, Strfterer Crops FL#10447-R5 See N Product "of, Mum bar or Name 1 AHEP 2 DSC2R-SDS3. DAC21.-SDS3, DSCSR-SDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2. HCP4 5 HHRC2-2, HHRG42. HHRC42.2 HHRC41I R tIARC44. HHRC52W325 HHRC537131Z HHRC66 8 11 Ht, HRC22 t Rt.126, 1 R028 LRU210. LRU212 8 LSU26, LS.SU28 LSSU210 9 TSIK TBEt1 10 TC24. TC26 TC28 11 THAN, THA213, THA218, THA21 F3.2 T HI I-Z, f HA41 , I HA418, 1 HAC418, THA422, THAC422 7HA426 tHA42.2-2 THA426-2 12 THAI1 SIM, THAI2:W3J''. THAI2 V22, THAI222. THAI322, THAI3522; THA1422 13 THAL42.114AR422 14 THJA26, LT-LIA26, LTHMA 15 THJM2-45DS3, THJM2 5 SDSi T1LiO,45 T1 JU26 W 16 TSOR2 24 17 VPA2 VPA25 VPA3, VPA35, VPA4 18 VTUR M Simpson Strong -Tie 2020 FBC Approved Products Upfate' Fdr rtireInlet te all Im arxa Is 1Aed salaw. I C N HERE. � L F, ,p(i ! Y Ira 1Yt f ' oven F e x I 1 rcxie torn Ir>i llrlda's BtaleWltl Prrxlirct royal Mein and Marn47atle Courtt Ndbe fir A6Ca trice N A, H tilt t7 ApP � y pt [ O aLlr'.N EH �. g FL#1045&R8 ,gg" Product Model. Numhar or Name =202111MOM 1 ST. BTB. BTH 11I Ties 2 CMST12, CMST14, CMSTCIB Coiled Straps 3 CS14, CS16, CS18, II C522 Coiled Slaps 4 CSII CSHP20 Coiad Straps 5 CTS218 Cori piession/Tension Strap 6 11 SSP TSP ;'nod to plate tin : 11 f11UA H` 6A, H3, HI H7Z HIE. H16S, Hit3-2, HIII Hurricane Ties 8 W' 101 ', HrT 4 Heavy Girder Tk•c!own 8 H 24 Hurrlcane'Tie 10 Hsb, ,"Dsl t,. Hi 2•:r•ar7+3 HS&1..4.SDS3,HSS4SDS3 Heavy Stud Snot, 11 HST2 Hsi "I ,^, HSI fIS-1;5 Straight Straps 12 HIH1r6,Ht5:-U,11 H!!S29HtsAl,HI&311C; Heavy I'MmSwill p 1'3 f+ .-:(.i1 iiK f ! I', S•C,12t1K T 1 Heavy Tmst 14 LFTA Light Floor Tie Anchor 15 LSTA9. LSTA12 L5TA1,ra. LS'I A18,1. 8 T 4, 1 1 S1 i,.14, :.STA30, I.STA_W Straight citraps 16 LSTI49, LS1I73 Straight Straps ..7 LT820. LTB40 Bridging 18 LTS12. LTS16, LiS1R. Liti2C Light Twat Strap 19 MGT MediumGrderTradown 20 M5T27. MST37. MST46, MST60, MIST72 Straight Straps 21 MSTAg USTA12, MSTA15. MSTAIS, MSTA21, MSTA24. WOA;dr) (,W.1 KiP M=,TA49 Str.ryht Chaps 22 fvI MSTC40, MSTC52, MSTC68, MSTC78 spa19 ri Straps 23 IVI i 48' ±,1i `'TC6f353 Pre. Bent Strap, 24 MSTI26. Mt�T736. M:,; 146. Dr1b I It,), }f 5f 17' Straight Straps 25 MfTS12, MTS18, NITS18, NrI V-:3?4C N!T;?"d1, MTS",0C Medium Twist Strop 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NGKZx10-16. NC,A<x11 113 Brdgln'p 27 RCViI RCW614 ,4140 Arai inp 4I Rl •.;1 h. fti'.F':*22 RP162A Repair PYate "". it ap 29 11 Stud to Plate Conntit:Ior 30 SP4. SP2, SP4 Stud Plate To 31 SPH4, SPH6, SPIkS Heavy Bud Plate Tie 32 SSI 5, SS2L- SS3, '334.'; Stud Shoe ;113 ST9, ST12, S111d ;.1.: .; t , Y, :-; I �- 'r. Sl 11 o ST2215. ST8215, STS224, ST8236 Straight Straps 3d T82(7.7627 ii',.'C II?49, Ti148 TBSA, TB58. TB60 -Ttrnu(m8rxfging 35 TWB10-,%Sr?, -(NR'4 Wall Bradng 38 VISIT. VGTR, VG rL Variable Pitch Girder Todawn 37 WIN 08 WE101I W13126, WB126C, W6143C Wall Bracing r'iI7c-1w, of Product Description I CnHi237x55,c.lT11;117x70l. (-,Ri:37x975 Adjusaarie Hip -End Connector 2 DU, DHU, CHUTF series hangers Drag Shut Ccnnrctcrs Gabe Brace Connector Hp L:c'ner Plate 3 HGU3.83-SDS, HGU5,25-SDS, HGU5 50-SDS, H:;U5X2-SUS, HGU7.00-SUS, HGU7.25- Heavy Hip to Rd9eCOInectors SDS, HGU9.00-SOS 4 11 sorioa hangers Hip Ridge Connector Rafror Hanger II ,'• .'5•Rf7 . HHGU5 50•SDS HHGU5 82-SDS, HHGU7 00•SDS, HHGO/ 25-SUS. Light Sloposable/Skewable U Harper HHGUg LX) Truss Bearing Enhancer K HH! i26-2 HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5 541 Truss Ctp H H U S 7 251' 0 Adjust itle Tilisn Hanger 7 HSUR, HSII HSURC. HSULC sorrel hangers Anjustarle, T ruse HAngor ;tiveal for I -.lords Lrikr,lv,r,r9 Trra,r,. bl:nrry7c^r M0154)le 11ut,o Idaflrlws 8 HTU26, HTU28, HTU210, 1111.126-2, H 1 UlI s, I Iil1.11; Muitiole Tru'sc I Iangr•,c 9 1411. 1-4UC series hangers Truss tipacer Rest ai1K Variable Pitch Connecters Valley Truss Clip 0 1i'jS-31 AI!9 >CS 141C01 5111'. SDS. HU00210-24SD,S, HUCO210-3-SDS. HUC4310- SDS,HUCC410E971S, III,CQ412 ,G:3 I !C.eS2", -SOS, HUCQ525/11SDS. HUCQ610- SUS, HUCC612-S1)S Simpson Strong -Tie 2020 FBC Approved Products For eras! Mks to all SST oupiovuls lihow below, �L!r:; HErrrw + For additional loilormaton regarding i Icudo's Statewide Product Approval System and Mom Verde (:ant, Nance of acceptance INCA) CLICK fiEI4E. FLM i4%R5 ,U" Product Model. Number or Name Product Des rlc otlon I tiiHUS2101, IIHUS210.4 Joist Hanger 2 HRS15. HFS8 HRS12 StrapTles 3 HU0021C-2-SOS, HUCQ210-3-SDS, HUCQ310 SOS Joist Hanger 4 THG82 THGBa THGII THGBH3, THOM,4 Joist Hanger 5 THG02-SDS',.-HGCa_e4 S4.5, THGQH2SDS3, 7H0CHSSDS4 5, THGQH4 SDSB Joist Hanger e THGW33, THGW3 4, THGW4-3, THGW4-4 Joist Hanger FL811473R5 Sao M Product Model. Number or Name Product Description 1 DETAL20 Double Embedded Tfuss Archol 2 FGTR, FGTRHL FGTwHR Girder Retrofit Anchor 3 Hid. H15S. H1G2 H16 2S HUrr cane Tie 4 HETA12, HETA18, HETA20. HFTA24 HETA40 ErvlDeddedIrussAnchor 5 HE7ALI2, HETALIB. HETAt.20 Embedded Truss Anchor 6 HGAM10. HNM Masonry retrofit conneelars ' HHETAI6 HHETA20, HHETA24 HHk I'A40 Heavy Embedded Truss Anchor 8 1 LGT3-SOS2 5. LGT4SDS3 (1 rder 1 indawr, 9 LTA2 I otem: Irur Anchor 10 MI META16, META18, MFfA?0 METti?_4. META40 FnlbMded Truss Anchor 11 MSTAloMSTANIMMSTCM40,MSTCM80 Strap, Tie for Masonry 12 MTSM1e. MTSM20, Hi SM16, HTSiA20 Twist Strap for Masonry FLM114984R5 ",is" Product Model. Num bar or Name Product Descriptlon 1 CTT1Z Dec,( Tensx>n Tie 2 11 HD19 Bolted Ilofdnw, s 3 HD.B HC58 I-D7B HD96 3oI hxottr s 4 HTT4. HiTS, HTT5.314 Tension Tres 5 LTT19, LTT208, LTTI31 Light Tension Ties FL#131il26 IRS NagProduct Modol. Number or Name Product Desenotton 1 SB5t8x24, SB7Bx24 S81x30 SB Anchor Ewlsl 2 SSTB16, SS7820. 5_1 B24, SST628, SST834, SSTIRM SST BI 6L, �ISTB20L, SSTB24L, SSTB Anchor Bole SSTB28L 1`1013672-R4 AW Product Mods. Num ter or Nama 1 Cii CMS714, CMSI IB, CS14, CS16, l'S1A CS20. (-Sit 2 HRS6. 1I HRS12 FHAS, FHA9, FHAl2, 1 II011.18 i rlA.'4 FHA30, MSrl26, MSTI35, MSTI48, MSTI60- MS-172. S/MST27, SIMI '. SIMS 14e 3 HTS16, HTS20, HT S24, If i S28 HTS30, HTSSOC 4 I gTA30 I STA30, LSTI49, LST173, M3TA9, N1STA12, MSTA15, MSTA'9 h5.5-?,;1, MSTA24 L51A9, LSTAI2 LSTA15. LSTAI5, LSiio LSTA24,ST292, ST2122 jo 5T2215 6 LSLISH3.25, SUEH3 25, MSUBH3 25 7 LTP5 8 LTS12 LTS18, LTS16, h-TS.ro 9 MS1AW ViSTA36, S76215, Sl'62:L4 ST9, S112. ST18, ST22, MSTC28, M5f iI MSTC52 10 MSTC68, MSTC78, ST823e 11 MII MTSiO, 107S18 MT320, MTS30, MTS24C, hn "S30C 12 SI113"56, W81,81. S/62.06, SIB217, S11I S11I wEi3 12, S1133.56, SIB3.62, 6164.06, S184.12, 584.29, SfKib, -'Ei5.50 13 SIBA2.121% S18A2.12/10, SJBA2.12/12. S18A2.12/14, t31GA4.1818. SleA4.18110, S/BA418A2, S16A4.IBM 4 14 SN41A 15 SMDSS, SIH088, S III SA-ID108, SiHII SA InlS6 16 SIHDU4, S1HDL6, S1HDUg, S/HULI1 17 S1JCT, SMJGT Product OWhritlon Coiled Straps Stral+ti L;rr .,nil (12 L1ra? Heavy Twrst Stiepe. Straps 43 mil (18 ga) Straps 33 mil (20 ga) B,ldging Connector Lateral iw I ILi;e Light Twist Si rep•, Straps 54 and Ill ga) Serape 88 to (14 ga) fr1 -,t io rri TwAt Straps Top B-Binge JorstHanprrs T op I Ianga Joint Hangers Hurriesae foe Hokdowns Holoovms Joist Hangers Product Deg tic btion Ceinceald hnnpoul Face -mount (DI'U. CHU) and top -flange (DHUTF) hinge available in widths ranging from • 41I18" to Mild" and I ranging from 9-1/8" to 23-15118". Face -mount hangers Fsco-mount hangers available In Widths ranging from V '" to 31'3' and heights ranging from 5.5111112-7/8". FwIF,mount hamiers Fact-nr t nangors Skewiad face -mount hangers available in widths militant t C,1, 118" to to 6-iJ18" and heights ranging from 4-314" to 15-N4' Concealed flange version (HSURC, HSULC) available fain .aid double 2X and 4X models; only, acute, flange is conceals i Face -mount hangers race mount hangers available in widths ranging from 1-' +" t, li2And heights nwnging itOrn 2 ?N l010.114". Conceal r vr. ,Pmion (HLIC) ava"NAto' all mndok having width equ: r: greater 117 fill ri' race-moun' far,ivrs E Simpson Strong -Tie 2020 FBC Approved Products Upds,[er •,i, r'.. Fur ,,av„I Pok. to all SST approvals Anted below, CLICK HERE. •- Fa adds onai oferma lion regerdmr; '! Iorldh's Statewide Product Approval System and tom -Cade Linty Nome ct .Ara aeptxnce ;NUA;. 18 SUVI 56, SILSV1 81, tIL@.112 0E :ULLiVd °',' S1LBVA116, 5I1.113V2.ea. SILBV3.12, Top F4ri Uuwt I Innfyara S _BV3 Ss,„ SIL1 62 S'ILBV4 06 tJt.B'd4 I:' SA BV4 28, S1✓ BV4,75 S/L810i 19 SILT120, 5IDTT2ZS1HT'T14. 1-471`4, I of I t> Hokiowns 20 SWSTM, S1r1MS72 Straps 118 my (1 O ga'I 21 SP4, SP6 Stud Pis to Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC OTC Truss Clip 24 TII Truss Brace Dagorai 25 TJC37 Truss Jack Connector FL#13904-R5 ,,SW Product Model. Number or Name 1 CCOrX 82-SDSHOG. CCCM4 82-SDSHDG,CCQM5.50-SDSHDG, CCTQM3,07 5D&3, CCTQM4 52-SDS5 CCTOMS 50 SDSO, CCCCM3 82•SDSG; CCCQM4.82-SDSG, CCCOW.50-S0$G 2 L-CCLOM3.62G40, ECCLOM4.62C:•KT, f-Cui 1)M51,0G40. ECCLLOMD3.62G.KT, ECCLLQMD4.62G-KT, ECCLLOMU; 1,U.1 KI LUGLRQMD3.62G-KT, ECCLRQMD4.62G- III ECCLROM05-SOG KT 3 HGUM5.25, HGUM550, HGUM7 00, HOUM7 25 , GLW9 00 4 10011 76-2. LGUM21i LGUM21I LGUM26.2. LUUM:!8•'s ti;UN42P-4, LGUMz10.2 1,CUM21C-3. LGUM210-4, LGUM46, LGUM48. LGUM4IC MHHA:i VIP 25. MBHA31211 25, MBHA3.5Bi7 25, MHt-AV,619 ?1, NIfir- `_dill l X h,11i11A3 b6111.88. MBHA3 56114. MBHA3 56l16. MSHA- b/18 Mf:Tbsb t-A17 25, N"BHA5.50/9 25. MBHA5.50J11 25, MBHAS',Gil1 88 MHII 50!14. MBHA55005, MBHA5.50/18 6 MBHU3.56Q.25, MBHU3.5WI1.25. MI E6n 1 E5. MEHU3.56114. A16HU3.5618, M81,111-1358I18, I48HIJ553Q 25, MBHIIu °;C>,'11I 25, MBHU5.50/11 88, 1013HU5.51I MBHU5.50110, MBHU5 5011 e FL#13975-R6 Soot 0 Product Model. Number or Nall 1 SDW-423W, UW;!2 M, $L%V Z438, SOW22458, SOW22500, SDW?.2600, 5L)N225M SDW22il 2 SOM-15450 SDWC15800 3 SOWH19300DR SDWH19400DB.. SUWHILIOXUL, $✓ANH1090006, SDWH19100008, 4 :>:)'Nr•24000 SDVM2780M SDVyl127800G. SLAMI. 'li]MK,, I tI12712DOG sU'NSPi:12, SDWS16300, SOV1,316312, SD1AI5154D0 6 ',l0A'00tl00, SOWS19712, SOVsS22400.SEWS27-(Xl SfJVV32,'S1: 6OWS220M. 9NV822900, SDM221000. SEAVS2211 rC FMWS221200, SOWS221500 ' ()Y OODH SDWS2240OD8. SOVJS225CII Si7'.^:'i: h31101)Fi. SOWS22813I 8 SD1uS.23121 i1 ,L)VVS1 y17DB8 9 SDWS273O0S,, Sf )VVS, 4r0.`•.'S, SDWS275DOSS, SDYo'S276DOSS SI. W.1i; /t471:.SS SDNdS.27'000S!,. `)DO'S211200,9S 10 Sl)4VV13�f1U t STN?.•' F I-#15363-R 3 ,N&& Product Model. Nimbler or Name 1 AS IS, AS 1111 A5 I PS6 AS 20HS 3 AS-?C 4 ASHP Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beans Har gels Product i0esefbtlon ;t xr i UI ,is SLW UVJP PLY and TRUSS -PLY Screws Stang .Dnvr st-wi : 7R.ISS Sca,aw Strong -Drive SLWH 11M8ER-II scow Strong -Drove SDWH TIMBER -HEX HUG Screw Strong -Drove SEWS FRAMING Screw Strong -Drove SC'WS TIMBER Screw (Interior Grade) Strong -Drive SOWS nMBFR Screw tFxh`riof Grade) Cutdoor Accents Structural Wood Screw Strong -Drive SOWS TiMBER SS Screw Strong -Drive SEWV SOLE.rD-RIM Sorew Outdoor Accents Hoot -Head Washer Product Descrkltlon 'Is ga TrussPti,I 20 ga. High StrJ r:wss i>iater 20 ga Trues Plate Hinge Plate Corn hator FL#15738-R4 "All Product Modal. Numberor Name Product Descrotion 1 ET -HP Adhesive Anchor for Concrete 2 GAG, GDP, GDPM-50, GUPM !.,, C D,"O '00, COPS, GW50, GW-76, GW-1 U0, GTH Gas -actuated to teners and essemblYes PDPA, PDPA-K, PDPA-MG, Pr)PAT PDOAT K, 011W, PNWP. PINWP-W, PDPAWL. Povyder-actuated iaslrnens threaded surds, and assert r PDPAWL MG, PSVL3, PSVL3-K PCLDPA, PCCi DPA, FTRHA3, PTRHA4 4 �c I ",Cal Adhesive Anchor for wricrete 4) C/) M +. > U 0 Simpson Strang -Tie 2020 FBC Approved Products Updkodl2Ao/202o73 �� ' 0 •TM",+suldl:'il r. �r rhe,,v" Ynxs'n FiY'• ,r r..,...,, rsr+,•,> la M a. :71V soot ��„rerrf Mxr� i� �r,• rxl..�..I„r wi l+.•: cx r4i.M:�I'••,��•F!•:ys,i,i,w�„.uanx•I.atle,•rAdn,yt,rri.c ,Y ACa9p(ance (NCN, CLJCi(MERE'. U) Y y , r,ra han,3c , par..,mount hangs: s avaIALA In IIr:1hs rangingfrom 1.3!8'to I. M M Cn O116'and heghtsrangrngfrom 4.51tr"'to 11" Concealeollangle 0 0 n� lerston (H USC) available for models haw mg v,Wt1 aqua! m or greaterthan3-9n6 •L (soil q ., rare -mount hangers available in widths ranging from 1.71W to 3. 516 and lin ghfs ranging from 9-114" to 16' 0 _ rarx mount hanl)Nrs IM 0 ��t�,�t M f -aee `V mount hangers -�••� > r'r,- moor' hannern _ V (Oil 0 LIJS ei he �_e3 I.r.,rmoor:harper•,avaitaL'le n wtithc ranging from 1-9r16"'to 4- •,^ E . .. indhe,gritsfaLlg'ngfn;,r„3"to13-1SIIC' ._ O L_ Q�••� t .' t _ t_h.;.f. 5 li ra .1.: 'J•.+.�,:..L-:i, Err, L f..:.r. _ L -. 'A r:....{ 61 J: ,. _L I a,.�ti mount harg rol -F � � 0 -M L,L lis NI s..Tn ,•t,arlgeii5 Farr,,-nrihan.narcavoilatio nwidthsranging from 1-9116"to5. .� V) :and heigritsra-rlmg fro,, 6-1511r3" to tic - II W fo il: (i, I1hUlsn,ri 1,r .mo.In' nanpnrl ^i_.ic..- :'rand Llr-r rnourr I,ange:sa3vailal>le in widths, ranging konrI - 1 ", to 3 411P," a,+r, hoighh. ,:rngincd h orrh 3.1r18' b 13.3f4" -,r.coaled flange •,o-,w i�-t *C, ILC) available for all double .'A aid 4X mod"; only ac.tte ftanpe, is Concealed ,. a• mci Irarigo, , avaikilrkr u, W taro tangmill from 1.916'to arhd heights ranging from 2•S/8" for, 11.114" FI_frl M6?-R6 n F ru,l .rot r•4„r,:(•I, tJurnbcr o Name Product )ncAution L' • e ir• op range hangers available m vAdtris langing from 1-9/1e" b 7- 1!e and heights ranging fron17-118"to 3Q'. �lrorlei, omlrso of p' ange hangers wallehle in voidtha ranging from 3.6/8"to 7- 'ind he,tliits iwr ;,rig fifwr19-114'• to 24". I 1 = ih :f C ue 1 fop rlange hanger's available on vwdths ranging from I.112'to 3 "ilia"' and heights ranging iron, 7-114" to 24". 1 L,-H- ., - . c, g, rC I op "ange hangers available in vactho ranging from 1-3/4" to 3 I Ind iiriglAs fir-Lr,ng ham 9-1/4" Ic 24" 6'.•: S ;cr er ar;crs p' ange hangers avairl In worc the ranging from 5.114" to 8- .i. and heights ranging frc;+* I I"tt: 's2.1IT .. I :. ,..-n+,� ,,,❑ fir h I, :urge in woom ranging from 3-5111 7- ,rid he,ylots ra iy rig fl-, 1 I -t 14' to 37' .•, >: i,!nlie hangot a avatlabill a•. +-�,dths I.fnging from 3 114" to 8 718„ u •::± heights ranging from 6-112" to 18' w Top large hangers avaiable m widths ranging from 3-1/ill"Ic, 7- '!E+'and heights ranging from 11" tc 37' I J e' r • Top flange hangers available in widths ranging from 1.9/le" to 7- 1)2' and heiglits ranging from 8" to 30' U i Ir.',L ce vf. .saddle hangers available in widhs ranging from 5.1/4" to S-718" an:l heights ranging from 10-1f7'lo 28 fi('1 seoie:lwirge!s V'angelidngefbaviefe le invidthsranging from 3-1/4"to8- .:rid hc,ghts run ,.rig fro-n 7-112" 1� 3T e. It i,, p iange hangers avaaahIro -n wall errs ranging from 3 1r4- to 7 ;r 3' and heiglrls Fortiori fro.„ 14" t713" t i , fop range hangers available in widths ranging from 2.5118" b 3. 9J1P.' and heights ranging from 18" to 2W rap , ange ;oust hangers available in widths ranging from 3-118'to ?: ' 3' and heorgr+:+ r.angmg',am 5 3B" to 13.11 .. i a.;7 F --L'CT F series hay-.ycrs .gyp 'ange hangel� availaL,, ,n vAdths ranging from 1-Wltr b 5- indlie .t:hts f:r•.g,ng III 3-7116'to 1S" Concealed flange e, a on CH 0L.' F) av ailabb for al models having wldttl equal to or ,f "eater than 2 W16 -rnp!iargehangers available ,nwari%ranging from 1-W18"to7- 18• and heights ranging from 5.316" to 28" Top flange hangers available in v, chi ranging from 1-9116' to 7- 1. and heights ranging from 5.'ir8" to 32" Top flange hangers available in widths ranging from 1 -9111 to 3- SIB" and heigtda ranging from 9.1 J6" to Ill 9 Top flange hangers available in width of 1.9/16" and heights rang:ng from 5-3/S'to 7.14' ?0 n h Tarp ; ange hangers available in width of 1-91le- and heights Virtual Review Assist, Inc. Plans Review completed and approv far compliance with the 2020 FBC 7th E by Debra Anne �'X2300 '• Simpson Strong -Tie 2020 FBC Approved Products Updated, I ' T -.I I.lc t.dv., :�:-u' I�h A :, Jtale vv a 1rrrJ,,,, Appacmi c•.9',e Ic : Mor•u Uade ;arty Noure G Acceptance oeo IH OA) &l1SxJ5.liE6g AdheshreAnchor full conciliate Wedge Anchor for concrete available In carbon q,nel and Types 304 and' 318 stakllese steel re•n f. I .. I Y `I I I ';�;. T ti in I lei ,fi-i„. TI Ili-GS, Ts, Ir h`1;; Torten HD I-Ifravy Duty Scrow Anchor for concrete and masonry a,• alable rh eh hex head in carbon steel and Types 3D4 and 316 WrViess steel en "th countersunk head in carbon steel and y;,•: ;416 stainless steel rpk•r 71 ,, . T ID;i 4'.:C''.. TPx+n HD Threaded Rod Coupler for concrete, 5 .ten ,G .-readed F(v; f.xngor r I .._�,.,-. 1% 11 IL --ki _ . _ .1 fin HD {ntoaded Hod Hanger for concrea 'Id75''.'?4Ri -1-IC70�1,171,. ' o ^:edge A.l (WA; :,raae-AII Anchor for masonry FLNi for«3rJ-kt3 ,`�, �dltct Dtddel. Numrl,,r, or FJ"hind .. F-E •HF-' Y,F ,o FL#16937-R3 Sea S Proourt Model NunI r+_,i rig IK 1 „t _.:d-:it•isi 4-2LK.X"•d5122-1.X'.:1'_. .'d ..:1'1'=': 2•( FI_r;ID 5c',x FlchurtPlodcl l4umDcrorNam tSC8414 r, i 1 f i I C 18 PI, LA W I I Ii I.:411 , I '.i': 1. w F H. 9 i i.1H @ ' 1 <. '-T''H.,l , t 1 " • , M '>'41 r,A-,.,C:6. •: 'vr .;62 J c. �. moo: '., t: 11 t�3 S18 _ '(.LSi-34'a1414. XLSr17cL' c:,' 4 11 i'l F X)c{T1N1aPKCIB12i,, Srir 1 ?4,X,d 'M,+B ?242K a34B 7�ffi 7_4- h'„ al 1 11 J�SK, r7..I- i V'' l 1{1P1'^14.3 `+IK Product Description A' -XP HighStrengthAcrylic Adhesive for concrete or masonry FT -HP Epoxy Adhesive for masonry 53r l XP High -Strength Epoxy Adhesivefor masonry ,i7r_cg-Bo12 Wedge Anchor for masonry "tiro 2 ewAncha Sc for Concrete rr•0 HD Hoa•:y )urn Screw Anchor for concrete available in 304 -3 stu x s S.vt1h tIC-X FIe9tl and 318 staYnkas sitel with ndersr, head , T itcn, Turba Screw Anchor for concrete or maoonry Product Description II t 7.18 Srro rrg•Drivtx X Meal Self -Drilling, Tapoig Sensitive with 03 nri' ''olnt S',C'lJ-Or e XL Law. Head Metal Self•Drdling, Tapping r,vs wih vJ tit 1''Antand Large Diameter Hex Vift w Head :14 SUo ,a Dr , e- XM M,•thum-Hc7ad Metal Sale -Drilling. ,r,; ,,ig Sciewsvo,,I r15 La,1 Form anj Medium Doorrlater Hex y -24 Strong Orve X Metal t4111r l ing, Tapoxlg Scrawl vyith 06 Ulf] �Ioirft n' 0-16 Stang-Drvo XU Metal Set-C: filling, Tapping Screws with 41 Lill Pont F Ioduct Description I',"pens Fr•rm.ng Ur -• Strut ':annector Hv11•r®sFramrigrr,r-I-C: rc:onnector 16 a roil w 12-14 5lrcng-Drive FPHSD Framng•to•CFS Sed- t hi•i-g, iappingScrehi Steel Framing Con heet r Steel Stud Con nectars T2v' ,' Knee Wall Connector F i elf ,h,j :'r I,-rhp:.rmnecloor L,:.p,$aF,All'if SOC_or"lectc, H-1-of-Wall ,p Co l,r,K:tnf Steel JoistConnetslors Dyprss Framing Slide -Clip Strut Connector ­4 14 Strong -Drive XLSH Shouldered Sol-OrNkg Tapping n .vs ;J•G 18. it12.14 ago 012-24 Strunn ';rive X Metal Self -Drilling. Tapping Screws Cn �1n F. W l' V / ICU O Q S1� U 0 W IM n� n 0 LU Q n J z Q J d March 6. 2023 SHEET N0. PA 1.3 tut LMNII-DADE COt'N-TT M"M PRODUCT C ONTROL SECTION I 1W. SW 26 Streit, Room 20t DEPARTAKMNTOFREGULATORYAh'DECONO&UC RESOURCES MM) Mimm FlorAs 33175-2474 BOARDAIND CODE ADAIMSTILATI('1NDMSION T(786)315-2590 F(736)315-2599 NOTICE OF AC_('EPTAN-C'E (NOA) wwvmiA"*4#jt9i*gv*=v PGT Industries, Luc. 1070 Trchnolocv Drive. North Venice. YL.14 2? 5 SCOPE: This NOA is being issued under tbeapplicablerules and regulations govemingcite use of consiructionmaterials. Ilse documentatiouiubmitted has been te.-.iewed and accepted by Miami -Dade County RER -Product Control Section tea beusedsubfiamDade Cotmty and cletaitati where allowedby the Aiubontv Hav u* Jurisdtcttcu (AHI). 71us NOA shalt not bevidid after the expirafton datestaw4below- The Nfinint-Dade County Product Control Sec hon (In Nfialm Dade County) anNordie AM (in ams odw than Miami Dade County) reserve the right to haste this, product ormate" tested for qu:11itywf"utancepusposes- If this prixhict of material fads tope dorm &e accepted manner, the manchcturer will mcufthe expense ofsuchteuing and the AHJ may inimediately, revoke. Modlfa% of suspend the use of such product or material within their )urisdiction. REi reserves the right to revoke this acceptance. if it is detern=ed bvINLams-Dadee County Product Control Sec tion that this product Of material fail; to met the requirments of the applicable budding code. This product is appove4 as describedhemin and has been designed to comply with the Flonda Building Code. inc hiding the High Velocity Hurricane Zoe. VEscRxmoN:%,Hes'-f 57&2 r, 0" VinylSlkilng Glass Door (Reinforced) w,*-o 900 & 1359 corners-L-AU. APPROVAL DOCUMNT: Drawing No. MD-5570.0 Rev R, titled 'Nsayl Shding Glass Door NCA (I.K­_ sheer I through 21 of 21. prepared by mam6cnarer.. dated 10,05)l 5 and last revised on 01'0 l.,'2 1 . signed and sealed by A. Lym Miller, P.E.. bearing the Ifiami-Dade Comty Product Control Reim= st"with the Notice of Acce p canter number and expiration date by the Nfinni-Dade C' auwv Prodtua Comet Section. MISSILE h1PA( T RAM G- L;s ilt sand S ma 11" Mh s, ite Impact Resistant Limitations: I , See table I (sheetZ) and table 2 (sheet§) forapplicable SGD unit sizes. dessi pi pre�ave�. ieuiforceaieu;, t.�pe;,. zlms types. sill riser (see tables B-1 & B-2. sheets 7-9) andanchorlayout sbeets requuernents in I I thru 16. Rigid 1XIlite PVC. Tan (Non -white) Rigid n"C and BroNve coated (Painted or laminated) white Rigid PVC to be labeled per seferencedMA's reqivreuxmtt. 3. Epress operable doots must cmply with nun clear width of height per FBC requiement, as applicable. 4. Pocket walls under separateaWaval. to be revimiedbyBuildmg official LABELL',;G: Each unit shall beat a pennanew label with the mamda cturee , name or logo. city. suit and series and "Miami -Dade County Product Control Apyro%vd".noted here= RENEWAL ofthisNOA shall be con%deted after a renemalapplicatice has beetiffiedand 4here has beemno change in the applicable building code uegatively affecting the perforniame of this product. TER_NMAMN"ofthis NOA ill occur after the expiration date or if these" has been i revisl,-n or change in the materials. use, andfos manufacture of the pioductor ptace��, Mi:u,,e,of this NOA as aneadDrsetneft of any product, for sale : . a&erdskr or any otherpurposes " automatic ally, terminate tluNOA. Failure to cov*ly with any sectim of'thiw. NOA �&Z be cauat for ternination anilremovai ofNOA. ADITERTMINENT. The NOAnunt*r precededby the words Mami-Dade County. Florida and followed by the expiranon date may be displayed in &d%wtsin g literaftwe . If anv pottion of the NOA is displayed. th e a it shall be done in its entirety. W SPECMO' N: A copy of thiii entire NOA shall be pi o vided to the u ser by the manufmater or its distributors and dwn be available fDr inspectioa at thejob itte at the requet of the Building 01ficial. This NOA revises & renews NO � 2 0-04 29.05 and cotrii ,ts o f this post I aW evidencepapes E- 1. E-2. E-3. E-4. E-5 & E-6 as well as approval docuarat mentioned abmv. The submitted docttntetotttaatiedn was reviewed by Ishaq L Chanda, P.E. N'0.k No. ii-6201F.03 M ExpirstionDatea .1kpri114,:0!6 kppreral Dat*.X&rch 'F.' .021 Pat* I PGT Industries. Inc. N-011C 1E Of AC CEPTANX-C E: EVIDENCE SUB11ITTED 2. Evidence Submitted under pivvions submittal A. DRAANrGS 1. Drawing No..\ED-5570.0 RerB, titled "Vinyl Sliding Gla,.s Door NOA M'. sheets I through 21 of 21, prepared by nunufactiner. dated 10,105,15 and list revised on 04�2 2 20. signed and sealed by A- Lym lvliller. P E. B. TESTS 1. 1) Air InMtrl . tjol, T Test reports on: Test. p-Li FBC. TAS 202-94 2) Uniform Static Air PressAire Test. Loading per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94 4) Lie Missik Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC. TAS 20394 along with nurlmd-up drawings andinstallation diagram of all PGT Industries. Inc. representative units listed below at tested to qtmbfy Dow sil 791 and Dowsil 983 silicones. prepared by Fenestration Testing Laborat ory, Inc.. Test Reports No.. FTL-7897, PGT PIA5520 PVC' Fixed Window (unit 6 in proposal). dated 49r0334 FTL-20-2107.1, PGT SGD780 -Alunnuum Sliding Glass Door oinit 7 in proposal) FTL-290- 2107.2, PGT CA740.Altita Outswing, Casenvmt Window (unit 8 in proposal) FTL-20- 2107.3. PGT PA17620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. PGT PIVV7620A Aluminum Fixed Window (unit 10 in pvyposal) dated 0713 20. an signed and sealed by Idalnis Ortega. P1. C'. CALC I-LA71ONS I Anchor verification cakvlattons and stiuctural arlahsis. complying wall FBC' Edition (2020). dated 0+22"20- prepared by mamfactuser. siord and sealed by Anthony Lynn Xliller. RE 2. Glazing con4&swith Asn-M300-04,49.42and -16. D. QUALM- ASSUIL4,NCE Miam%Dade Department of Rqwbtofy .and Econoinc Resources (RER), E. 11,1TERLAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued toKut avay Ameiica. Inc. fortheir -Trosi1ott Ulwaclear. Clear. and Color PA'B Glass lnterhyers". expiring on 0710&124. 2. Notice of Acceptance No. 17-0803.02 issued to Kwaiwy America, Inc. fortheir "Senn-yGlast (Clear and Allifte) Glass Intm-byers". expumg on 07AA13- .1. Notice of Acceptance No- 18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) 11-hite Rigid PVC Exte0or Ein-usious for N%Indows and Doors". expiring oat 093024. 4. Notice of Acceptance No. 19-1106.11 issued toVision Extrusions Limited for their series *17E 1000 Tan 202 and lighter shades (Non-X%"hke) Rigid Cellular PVC Extetior Extrusions for N%'irkdows and Doors'-_ expiring on II/"2412 1. Lhaq 1, Ctands, P.E. Produv (ontrol Unit Svparri:or NOA NO. !1-0209.03 EX*2d*M Date; April 14.!0.'6 .Approrall)atoi March 1E4 PGT lndustrjt^t, Inc. NOTM E Of A( ( EPT_-LXCE: El'IDEN( E SUBMITTED 1. Evidence submitted under pre0ous NOA A. DRAINTNGS 1. M-mufactu&s; die drawings and sections. Oubmilted wtder.'V0AA-o. 11-010" 04) 2, Drawing No '1M-5570.0. tit)ed'A,-tnvl Sliding Glass Door NOA aK". sheets I through 21 of-2 I prepared b,.,- n=ufaj Rim. d it ed 10 0,7 15 ;z ith re-niston A dated 04, 05 17. smued and waled by A. Lywi � Ifflft. P Ir- 110001-14M, I - Test report on 1), Uniforin Static Air Pressure Test. per FBC. TAS 202-94 I - `0 1 -94 ,t Large M �sile Impact Test pet FBC. TA1,: 3) Cychc Wind Presswe Loadin2 per FBC , TAS .203-94 along will.) tuartxd-url dia wings and installation diagram of %rinyl sliding glass door, prepared by Fenemn. tion Testing Lab. Inc.. Test ReporlNo. FTL 8-17. dittti IL-1,07,1 ;Iqrned acid sealed by Idalmis Ortega. P. E. ("Test report revised on 0215:16 and 02*21+ 16) 2. Test report on I)Air Infidiratiou Test. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 3) Water Restst-mce Test, per FBC. TAS 202-94- 4) Large Missile Impac t Test per FBC. TAS 201-94 5) C,,,-chc Wind Pressure Loading per FBC. TAS 203-94 dl Forced Entr,.- Test. per FBC, TAS 202-94 ;thong xvahtwrked-up drawuigs and uistallation diagram of vinyl shdmg glass door. prepared b,; Fenestration Te-361-lg Lab. hic_ Test Report No, FTL 8546 dated 11 "10611 S. signed and sealed by Idalnus Ortega. P E. (Test report revised on 01 04 16 and 0-" 11 20 16'1 3. Test report on 1) Air Infiltration Test. per FBC. TAS 2 02-94 2) Uniforrn Static Air Pressure Test. per FBC. TAS 20294 3) Water Resl=nce Test. M FBC, TAS 202-94 4,) Large Mis;ile hqmc t Test ptn- FBC. TAS 201-94 5) Cyclic Wind Pressure Loaduig pet FBC. TA�i, _'(13-P4 6) Forced Entry Test. per FBC, TAS 202-94 along with niarkvd-up drawings ind installatirni d iagrwn of vinyl sliding glass door- prepped by Fenestration Testing Lab. Inc. Test Report No FTL 844-_ dated 12,0415, sigued ind sealed by Idahnis Ortega, P. E. (Test report revised on 02 � 115, 16) .4 Test ixwrt on I) A.ir Infiltration Test. per FBC. TAS 102,94 It 2) Undonn3tittc Air Pressure Test- per FBC. TAS 20--94 3) Water Resistance T". per FB(.. TAS 2 (J-1 -04 4) Lxge Mime hWet Test per FBC, TAS 201-94 'Nrhc Wind Pressure Loading per FBC., TAS 203-94 6) F omed Entry Test, per FBC. TAS202-94 ,along ivitb marked -up drawings and installation diagram of vinyl . sliding glass door, prepared by Ferk-stration Testitie Lib. Inc. Test Report No FTL 8548. dated 12,04,15, signed and sealed by Id ihw Ortega. P E jest report reviwd oa 01 04, 1' and 02,1114 6). 143cl 1. C?AAZA2, P1. Product Control Unit $uptnisor N,OA No. Expiratiou Date: Apri.114.!0:6 .14*rovid Dato, %farch M 1.0! 1 E -1 C'GI Window s and Doors. hic a EI-Mf N-(,rE 111, L NOT'( E Of AC C E P T.kN E : S TTTIED E. 1%L4,T1ERJL-kL ( ERTIFICXTIONNS (continue) 5. Quanex Pan -Stub .�Da(%,Y 5(andal (11 complying with AS-M-1 C'518 Thermal Conductivity 0.881 3TU­iafbr.-ft--`F., ASTNI F 1249 XkVTR-Pa:.-;. AST.\ I D 3985 Oxygen -Pass, ASTM E I9i) 1,G Diwabilitv-No Fog -Pass. (Suboofted underprolous A-0.4N0. 15-oM650 6, Quaxx Part Durastal cou4)h*ir1g -xith ASTM C518 Thertaul, Conductivity 1.22 BTU -in, hr,-ft:-*F,, ASTM F 1249 W%'TR-Pa,,s. AS"I-Nl D 1434 Argon Pemxance-Pass. ASTM E 218P I.G Durability -No Fog, ASTM F_ 5,46 Dvx Point Developeni -2100F in 49 hr.. (Submined minder .N70.4.N'e. 1.5-0409.05). 117 Visim Extrustom. Ltd Part i couipi-ing with PVC'-Ak%Lk 303-13 . \olujilary `>pec ifi -1, it ;on for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision E-xtruslom Ltd A -EX- I by AAMA Fenestration Exienor Profile Certification Program (Subinkied wider .V0.4 _V0. 15- 04,09. 615) 8. Vision E_xtiusioiis. 7 td, Part s coruplymle with PVC-)LANt-k 303-13 t$nbmhYed nnderA*0.-jNo. 15-040.9 05� 9. PVC -AAMA 303-13, Voluntary Specificaticm feu Rigid PoIN-%Iiuyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd. -VEX-1 by A-ANbk Fenestration Exterior Profile Certification Progranx X Notice of Acceptance No. 18-1217.14 issued to Eriergi Fenestration Sohnion, USA. Inc for their -Tau 3040 & light shade (non -white) '"'Wie Rigid PVC Exterior Extrusions for Windows and Dow s". cxpinng on 01 (4121 . I I Notice of Acceptance No. 18-0122.02 tssued to Ewryi Fenestration Sohi%on. USA. Inc. for their series 1%lite Rigid PX*( Extedw Extrusions for NVindows and Doors''. expiring on 02,28,23 12 Notice of Accept=,, e No. 10-0203.03 issued to Eixi-g, Fenestration Solutim USA. Inc. for their "Bronze & light ;hadf cap coated White Rigid PVC firedoi Fin-usions for Windows and Doors"'. exWirig on IA 1625 Y. STATEMEN. I S I. Statement letter of confom=ice to FBC 71h Edition (2020). dated 04.?2,20. issued bv ni.-mufficturer, signed and sealed bvAiiihony Lyn0,liller. P.E. 2. Statement letter of no financial interest and of independent, issued by =wfacturer. dated 04q8,'20. signed wid sealed by Anthony L%mn'.\filler. RE. 3. Private Lab6mc. Agreement docummr bevlveen PGT. dated 03,30,15 and signed b,,- al! involved parties. OnERS 1. This NOA. i-eiises-NO--kzl"1-04!0,06(:PVTw,CGI)acid updates toFBC'2020(7*Ednwn), expiring 0412L21 I. 2. RER Test proposals #19-1155 dated 01 102'0approved by lswql Chm<13. P E. expiring 04111+2 1 11:1cl I. Ch-tuda, P.E. Ptoduct Control Unit Swnriior `W.461 No. 21-0.$)-33 Di to. Alarch 2A.F, M.1 NOTICE, OF ACC'EPT.J%_NNC-E: EVIDENCE StT-NMTED B. TESTS (continued) �5 , Test repw or, 1) Air Infiltration Test. per FBC. TAS 202-94 2)'Uniform Static Air Pressure Test. per FBC- TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94. 4 Large Inipact Tees per FBC. TAS 20 1 -94 clic Wind Nei,> -tire Load inla M FBC . TA S 20394 6( Forced Eur1,, Tem. per FBC. TAS 20294 along with marked -up, drawings and installation diagram of %inyl sliding glass door, by Fenestration Testing Lab- Inc., Test Report No. FTL 8549, dated 11 .10615, signed sealed by Idalni; Ortega. P E (Test report revised on 12 04115 and 02/11, 16'.) 6. Test rep on 17 Au lafthratiou Test. per FBC. TAS 202-94 2) Undorm, Static Air Pressure Test. per FBC. TAS 20294 3) Water Resistance Test. per FBC, TAS 20294. 4't Lvze Missile IaTact Test per FBC'. TAS 201-P4 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 along with mariced-up drawings and installation diagram of vinyl sliding glass door. pfey,;j:1r! by Fenestration Testing Lab. Inc.. Test Report No. FTL 8552. dated 1104,15- signed at!,-. scaled by Idatatis Ortega, P. E. (rest report revised on 02il 5.,2016) 7. Test report on 1) Uniform Static Air Pressure Test. per FBC. TAS 201-94 2) Large Missile In4)act Test per FBC. TAS 201-94 3) Cyclic Wind Pressure Loading per FBC. TAS 20394 alone 1,vith niaiked-up drawmes and twialLition diaermi of imvl sliding glass door, prel has Tesruie Lit) Inc .'Test Rq)oft No 'FTL 6638 A- I tlmi A-212$). 11 10 10. s=,eJ and >eiled by 3oree A Causo, P. E tsomifte(i teitrier.va4No. 11- 010704) 8 Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 1) Unif orni Static Air Pressure Test. per FBC*. TAS 20294 3) Water Resistatice, Test, per FBC, TAS 202-94- 4) LutgeMissile Impact Test per FBC. TAS '201-N. 5) Cyclic Wind Pressure Loadingper FBC. TAS 203-94 6) Forced Entry Test. per FBC_ TAS 202-94 along wit nuvked -up drawings and installation d tagnun of vinyl sliding glass door, prep Ferie,-,irition Testing Lab. Inc.. Test Report No FTL 6337 (samples A-1 ttuu A-5), der l - 12,06,11). signed and sealed b,,- Jorge A. Ciuso. P. E 180inifted widerNOAA-0. 11- C. (.kL( ULATION',, I Andwiverificirion ciki.,Litioas mid itmctwal aualysis, coinplying with FBC-2014, prepared by PCT. dated 1200Band list re%,Lsed oil 021,15, 16 sigaedand sealed by AnthonyLNIhilet, P.E. f.50juitled urider.VOA.Yo. 2. Glazing complies with A'STME-1300-09. 1: ha 4 1, Chanda. I Product Control Unit Srtper NOA.No. Expiration Date: April 14,' ' -Approval Da w NlArth ' .9. i E PGT Lidustries. Inc. 3. New E%ideuc* � ubuiimd -A. DRAIIIINGS 1. Di-awtur No. MID-5570,0 Rev B. titled 'Tinyl Sliding Glass DoorN0A shed! through -11 of -11, prepared by ritanllfactlirer. dated 10 05 1,5 and last revised on 021101i'..�, I signed and sealed by A. Lyn Miller. P - E - %lom This revision consists replacement ofsarne exisinig aistallation screw with flat head. B. TEST' 1. None C . CAL(17LATJONS' 1. None D. QITALITYASSURXNCE L Nfiami-Dade Depirtiment of Regulating and Economic Resources (RER). E. 1L-1TERLkL ( ERTEFK ATIONS 1. Notice of Acceptance No 00305.02 issued toKurairayAmeiica. Inc. fortheir "Trosifok-1 Ultraclear, 0ear, and Color PX"B Glass Interlayers-. expiring on 07,'', 2 Notice of Acceptance No. 17-0808.02 issued to Kuravay America. Inc. for their "Senni-Glavt, (Clear and Mike) Glass Interkiyers*'. expiring on 0704---23 3 of Acceptance No. 18-1106.10 issued to Vision Extrw-iow, Limited for their C oafed (Painted or Laminated) White Rigid PVC Exterior Extiusions for and Doors.,. expiring on 09,30,24. 4 Notice of Accept ance No. 18-1106.11 issued to Vision Extrwloas Lijauted for their so "VE 1000 Tan 202 aud lighter sbades (Nou-Al'hke) Rigid Celular PVC Exterior Extrusions for Al'indows and Doors". expiringou 12229,21. F. STATEWENTS I Starenu-tr letter of conformance to FBC 76 Edition (2020) dated 0`01,21. issL ii.Lirwfac turer. signed and sealed by Anthony UP= Millm AT' E - 2 Private Labeling Agreement dated 01,08-21 lxtvmi PGT Industnei. Inc ane '1'indow s and Doors Inc.. signed by Dean 1N1 Ruark. P.E V P. Engineering, on be] both con4nimts G. OTHER-S 1. This .\-(:)A i eA ices & renews'NOA# 20-0429.05 (PLA w'C"GI). expiring 04,1426 2. The current as-soctited PLA CGI file #21-0205.01. otpiring 041426. E -6 Product Control Unit $Uptni-03 N40A No. !l-OWN, Expirations Da tc- Apni 14.N' .4 Approv.i I Da to-. NlArch .26, 2021 1� I `,'01 VL (.b i Ads.EP IA' ( E .- f- � 11IL" ( E $I-13MITTE D 11. d.rt 1 lei, ll V5SUR:vN ('F ­_­A,�, � I -nuuz, t`j) 1-a a�d F-,,- - Resources (RER) I "N IA l"I F, I A L I'M M (. AT 10.\ S el 15-052814 Ls-­,ied io'%`ision Extrusion Limited fortheir White Rigid Pig ( lxrera)r Fimitsions for'Mmdows and Doors". dated 0&1315. e.-%P1r21g on 09"30`1'L. Extru,.imLaugted forthetr 1(10rmt 202 "Ind hitt-i Ki-zidP\_('Exterior Extrusions for -'9 21 1111t.o� 111(1 Dot.�l lj.aed Pl�.,,4)1=1111 2 1.11 ­_1 P�'w,ct- of'Acceptan!,,e Nci 15-0528,15 issued toVision Ex1rumn Lutuited fortheir 'Bi oi� n c oats-d J1,,,mo­d of !_munmed) Whiti. Rigid PAX Extei-ior EXnMsion5 for tt 0, 19. intkfk4: And daled 06� Li, i.'. % ,3 N FNERGIFenestrationSolutions USA, laic TA N" i nc. _�,7f if I 11mr )nd Uah!ter Slander (Non-Mdte) RJgld PVC Exterior r fol Will'-10114 .)1111 09, 1 16- expiring on 02104,21. t c't .A Oel) io-1 ,,;,Mtkl 'o ENF-RGI Fenestmilm ".,.'olutions USA, 11...- 7-: 10.1-71_' 1dd11 L 1�.10M-1 '7IhIdP"l Ot i' '11, coated Rigid PA'( Exle0or F "In it f,i ,iid 11"I'1 e-wint"2 on (A-16 -0. IF c itstrat ion S oluttow USA, I I i te R I -.7-id 11 N L i t, i io i F! t i i i io n s for Windows an d Doors'" dated 35753-9.pASTME-84.0e xid A"77M71) 4.. .i ss,ued b�l��, EXCR'A to Viuon Extrusion for celhilosic ili low', 1.4 i,"Ifi i iay America.. Inc. ior their I'l I : .')j mo on ') 7 04 13, �4 We 16 .11, 's to K" Mu-,IyAnienca. Inc. for thm "FroAtoll, Ulwach?:i1 a 10-,ill u'ld 1: ­olor PY-B laterlayers". expiring on OV0839. I l kil. kit II- j� r, . :01 ,, ij , 11 1 Bf" 1. 1 no n 0 0 14 � :md FBC -6* Edition da D S 1 -0 L, d & sealed by Lynn hfillm PY_ 1t-;t,_n c,f,, di'oed 041' 17. issued bya-Lawfacturer, signed .j 1 1 f..red by I slmq Chanda- P.E. acNo industnes_ for thew Ser�es E.� lshaq 1. Chanda, P.E. Prndwer C. ontroi Unit $up*rTi-.or NOA.No. 21-0206.0.4 Expiration 1)3se: April 14,20' .6 Apl)r*%.i I Date! V; MAY 2 2023 Virtual Review Assist, I j c. Plans Review completed and approved for compliance with the 2020 FBC 7th - by Debra Anne K lahr PX2300 on CU CU U) C-10 > CL) 0 0 -M -cu U), C 0 0 E 0 CU U_ 0 0 > .cncn -, 2 cn E M C/) W J .�, c- C/) j 0 > L CL O 0 < L_ Cl- a) Cj) =:3 O UJ :E C- < SHEET NO. PA 1.4 March 6, 2023 M.,,� e 1em M 1 A M I-DA DE COUN`ry PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORv AND ECONOMIC RESOURCES (RER) t 1 tins SW 26 Street, Roorn 208 BOARD AND CODE ADMINISTRATION DIVISION W am, Hurida 33175.2474 1 {,786 i1`i-2S90 F'(796)315-2599 NOTICE OF ACCEPTANCE (NOA) Ntiv�ti.rrru►midttde.rcovlecQpBrnv Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules 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 (AlIJ). This NOA shall not be valid after the expiration date stated below. The Miarni-Dade County Product Control Section (In Miami Dade County) and/or the AM (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 Product 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 Ilurricanc Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E.. dated March 24, 2003 and Drawing No. L 14612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets i 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.F.., 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. MISSiLF. IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall hear a permanent label with the manufacturer', name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considcred after a renewal application has been 'tiled and there has been no change in the applicable building code negatively affecting, the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manut;aoure 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 CouniN. Florida, and followed by 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 hN the manufacturer or its distributorsand shall be available for inspection at the jab site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages F:-1, F.-2, 1;1-3, E-4 and F,-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 20 0630.15 CK=C=0U*N Expiration Date: U9/I1/2023 Approval Date: 08/20/2020 0�J2OJC_u(� Page I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDE:N(7F: SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miatru-Dade Counh, Delrtrrtnrent of Regttlator), and l,.t orromic Resources (Rf'R). E. MATERIAL CERTIFICATIONS 1. None. F. OT•i1F,R 1. Compliance Letter with the Florida Buildin.it Code, 2017 Edition, issued by Cast - Crete NSA, Inc., dated 08.408117, 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 Derails ", .sheet I of 1, prepared by Craig Parrino, P. E., dated Mart h 24, 2003 and Drawing AV L7.4612, titled "Cast -Crete 4 ", (" & 12" Lintel Sala Load Tables'; sheets l 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. ,gone. 1). QUALITY ASSURANCE 1, By Miami -Dude County Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. .article of Conversion fur a name change. I } / CMelmy A. Iviakar. 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, LIX NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT" I'I.D 1. EVIDENCE SUBMITTED CINDER PREVIOUS APPROVAL 903-0605.04 A. DRAWINGS 1. Drativng No. FD4612, titled "Precast and Prestressed Lintel t)etaNs "• s{rcet l of 1, prepared by Craig Parrino, P.E., dated Murclr 2.1, 2W6 curd i)ruii mg ,Vf). LT4612, titled 'Vast -Crete 4'•, 0" & 12" Lintel Safe Load Tables", .sheets 1 rhron h .i ol.i, prepared by Craig Parrino. P F.., dated March 24. 2003, last revision ul dated April 2S, 2003 hoth drawings signed, end scaled by Craig Parrino. P. E. it. TESTS 1. Test report on jlexurxal testing ,err 4 6 N 12 1'rrc.crst Concrete Lintels Filled and Unfilled Models, total of (13) conc rctc liwt,V. po,, mw s, per ;I TV F-529-94, prepared by Applied Research Laboratories, Report No 3040 A, d,itea iJ / l of 03, signed and .1ecde, IhvChristopher A. Hamon, P.E. C. CALC'I.'LATIONS 1. Calculations tin- t 'ust-c 'reTe Lintels, dated 05129103, 207 pages, prepared by I, *I (ii ; Parrino. P.F.. • sit,ned and seale d by Craig Parrino, AE. 2. Calculations for f_'ust-C're/c• Lintels, dated 0_5129/03, 140 pages, prepared by C'roig Parrino, P.E., signed and seuled h► Craig 1'crrrino. P F D. MATERIAL CERTIFICATION: 1. Qualit'r ,Vt.'. ent Alanualfor Cast -Crete Machine Xiacde Pr ec am Lintels revised on May 1, 2002, 2. Cast -Crete Quality System Mctrruul far 1'resn essrcl I'rudru t.� chrtecl 2002. 2. EVIDENCE SUBNIFI TED LiNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS L Dratvinr{ No. FD4612, titled "Precast unci Prestressed Lintel Details", .sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 2.1. 2ip1.+ ,rniI 1 crass ing No. LT4612, titled "Cast -Crete 4" 6" & 12" Lintel Safe Load fables sires is I ?hr,,rr,�lr 3 ol`3, prepared by Craig Parrino, 1' 1 • elated March 24, 2003, last revision elated ,Van-h I I _`008. B. TESTS 1. None. C. CALCULATIONS 1. % one D. QUALITY ASSURANCE 1. By Miami- Dade Co nth, Building Code Compliance Ullicr. E. MATERIAL CERTiFIC'AT'IONS 1. Notre 1 �'1,1 � ,5�44elmv A. Mafia r. 1'.L., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08120/2020 E-1 Cast -Crete USA, LI.C• NOTICE OF" ACC;F,PTANCE: EVIDENCE, SUBMITTED 9. N1�:W EVIDENCE SL BM ITTED A. DRA VViN(;S /. Alone, B. TESTS 1. :!'one. C. CALCULATIONS I None. D. QUALi"I"V ASSURANCE L By, rlliami-Dade Couniv Department cff Regulmory and f:.c wion,ic Resources (RER,). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Latter with the Florida Building C mIc 201; Edition. issued h►, C ';rat Crete USA, Inc.. dated 08,V8/17, signed & seuied by c 'ruin Parrino, P.F. 2. Compliance Letter xviih the Floridrt Building Code, 202611:dition. issued by Cast - Crete 0S:9, hie. dated 061111'?il si,t�rrc'cl (t• sealed by Craig Parrino, P F C;•,' Heim), 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 F-5 Cast -Crete USA, L.L( NOTICE OF ACCEPTANCE: EVIDENCE SI.•113MITTI ) 3. EVIDENCE SUBMITTED UNDER PRE.VIOI S APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing Ato. FD4612, tilled "Precast and Prestressed Lirucl !)etuils ", sheet 1 of 1, prepared by ('rue,, Parrino, P. F: dented March 24, 2003 and Drawing No. LT4612, titled "C asi-C 'rete .1 6" d• l 2 - Liwel Safe Load "fables"' sheets I through 3 of 3, prepared by C.'rciiv Pcrr•rinu. P 1--'_cleated A'lar-Ch 4, 2003, last revision dated March 11. 2008, all.sit,rned and seulcd ht• C'rui); Parrino, P.E.. on 1 ten-c.•h 22, 2012. B. TESTS 1. Atone. C. CALCULATIONS 1. Atone. D. QVIALITY ASSURANCE 1. BY Mean i-ihrde County Department of Permilling, Environment, and Rv t,lat(jrY . IJJ(jirs E. MATERIAL CERTIFICATIONS 1. None. F. OTHER. 1. Letter fi-one Crust-( 'rein' Corporation, doled February 03. 2012, signed and sealed by Craig Parrino, P.L., certijying cUrnphancr ►+ ilh the Florida Building Code, 2010 1_dmorl 4. EVIDENCE SUBMIT TEA) UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1, Nom. B. TESTS 1, None. C. CALCULATIONS I. A'onc D. QIIALiTV ASSURANCE 1. Rt• .11iotm-l)ade County Department of Regulator►. ,nrd P'Cwwnnc Re.Nourrrs (RER). E. MATIAZIAL C ERTiBICATIONS 1. Nona. 4. : ]c1niv A. M1lakar, P.E., M.S. Product Control Section Super isor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 F.-2 4 :ast � rc�C 1 I(. 1'; OF M."'T:PTA NC.'i+ I�'ti'I1)1 NC'E; SUBM.I'1"l`EI) I,' �,UB:-ED UNDER PRI,- IOUS APPROVAL # 14-0903.03 r ' Prc tifr(­ssed Lintel Details". sheet 1 of ;i "�� /),•,._1!)1<t11ij11 -�`) {-I}(5l?, tl.;i'cl 'Casi-Crete4 . 6"& 12 fa( Lead l,r ic., .sire crts ; through 3 of .i last revision dented 06'12/14, all /- i 'I'1," `, i' 'it 1 ' .'ig Parrin 1 0 I; on 08119114. jlrrr, t:. (' �i, l a''l ; t •,Lit) °� ,,rge.s 14.201 through 14.236, ; �r:�:;::r . �.f:r c 'ru,L Parrino. P.E. 11, Ali 'ii 1 9 ASSi RAN(.t1. Jnrr-Dade Counr, Departnrtrnt nl 1i1'.,°r,l,&h r.i rind tic onomic Rcsourc es (RER). F i I !.i<1A1, CERTIFICATIONS �11, 0;iI1.R I !.r/r,'o,r r,'rr 1�';rticl 08,ile)1-1, signed and sealed by Craig ,1h ter; f 1r.1:,!a Biiihlin;, Code, 2014 Edition. 6. EVID1,.).t L �,l 101IT I'l l) I \1)i'.IP PREVIOUSAPPROVAL # 17-0821.18 ,'d.1'1l _i.SSS1.IRANCE 31..''.l:c7mi 11,r.1, , ��;...�� l��•;,. ,r,,� �' ,� - .....,, mwinc Rcsources(RER). 1 . 'd 1l F,R1,kL CEI 01FIC 4I 1N�, h. 0.1111 R c' 10 tl?e I. Building C"oue, 2017 Edition, issucd by Caw- /h.), raigParrino, P.E. .,•�'^°� � - Apr r y�,+,l 'lector), 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 3 MAY 12 2023 Virtual Review Assist, Inc. Plans Review completed and appr for compliance with the 2020 FBC 7th hY Debra Anne iflahr PX2300 CD O U O O Cll C_O CAS -ice 0- W O U O -0 _0 O p •O O Q C O U_ CC5 �— O CCz fJ� � pO fn p L N Cz C F-_0._W< Q z z W J S_ �r zaCni C� O OC) Q Q 0 M U o0 -0 O >_ w Z J Z Q _J a - March 6, 2023 SHEET N0. PA 1.5 I - - I I - _ill -.- WAI TF!jt A nLM t&, f,,F, � /I ILI ECO iNc 0 �,N C \_ TILLITT TEST111116i, & ENGINEERING COMPAW .----- 47COM WIM!t ?L P,H 44 W, ?I L A Eii- W. ollrwpy PRODU-rT ., _EVALUATjQN_KEpgRT REPORT NO.: 20-0720.01 DATE: July 28, 2020 PRODUCT CATEGORY: shutters PRODUCT SUB -CATEGORY- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products LLC, 4800 S.1N. FYI Site,-: Davie, %rW3314 I-PURPOSEOF EVALUATION: This is a Product Evaluation R,-.port issued by Walter A. Tillit, Jr., P.E. (`G -,t,,, ,, ID # 1900) lu the Global Protection Products, LLC Rule Chapter No. 6 I G20-3, Method I 0 of the Florida Department of Business and Professional Regulation. This PF(ALCI Is TmiN Issued an Lvaltiation Report as described her6n, and has , tmen verified for oximpikince in accordance with the 2020 Seventh Edition of the Florida Building Code, and In verify that the product is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of -1 Flu MIN Cod" change that may affect its limitations and condition's Z-FYOWNCE WIM17TED: " PROP�VgT E"LUATION DOCUMENT (R&D j; Drawing No. 20476, titled "20 GAGE GALVANIZED STEEL STORM PANEL' sheets 1 thru 26 of 26 prepared by Tilteco. In;;.; signed and seated by Wallet A. Tillit Jr., P E,; dated 0712812020. This drawing is an integral part � _Qp,is Evaluation Report. 0"'111 �t),,,S� 11"', -, ".P,.... I.IZZ:12 ... " I .. .. I - ... 0C N,pe ..., . - �** , I, '. I * :. M0,44167 .. _* - 11 I :* . I'- . -VAIP_.., I - A .<_ _"tOR1101 - 1, k- Z %, i!� �. , . A, N_ i - ­' " 6355 N.W. 36th Sweet, Suite 305, Miami, Florida 33166 - More: (305) 871.1530 N"*14 '.1 I PPLOUCIZYALUATION LFTO1U*N0. _ZQALZldl.4x 22-1ES.MEPORTS! Large missile Impact and fatigue load tests wvf to l) rfvirmed under Protocols TAS 201. 203 as per section 1626 of the Florida Building Cod(-.. .iniform Static loads AC. pt.,)r TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc, , Reports 4 96-569 dated 08/0911996, #96-570 dated 0911 8/199e. #96-T30 dated 091200996, all three signed and sealed by Hector M. Medina, P.E-, Fenestration Testing Laboratory. Inc. reports # 2032 dated 04/16/1998 and # 2126 dated 10/051 998 witner,swJ by Gilbert Diamond, F.E. and Report No 0219.01-09, dated March 4, 2009, slant,cl and sealed by Ecintundo Largaespaida, P E. and Henry Hattern, P.E. Tertsile test report No. 9CM-197 oy OC Metallurgical, Inc.. dated March 13, 2009, sir .-pne,ol and sealed by Frank Grate, P.E. 21,41TRUCTURAL ENGINEERING CALCULATI Oft- , On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs insign wind load, as well as inaxivinturn anctrar spacing vs. design wind load and panel length based on rational and commr.,411va analysis, and in accordance with ,io-cflon 1616 of the Florida Building Code Calculations propornd by Tilleco, Inc dated I 1,01108 and 03/12/15, signed and sealed by Waiter A. Tillit, Jr., P E. I-MMILE-IMPAO RESISTANCE. Large missile impact under section 18203 of Ilia Florida Building Code, as per TAS 201 Protocol. 4, WIND LOADS RENSIAN-CE; 20 Gage Galvanized Steel Storm Panel has been vbrifi,-d to sustain wind pressures. Maximum :;anel length shall be as indicated on sheets 8, 10. 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 1 (), 11. 14,15,17,18, 19, 20 25 arid 26 of 26. of Product Evaluation Document (P.E.D ) drawing No. 20.17& 5-INSTALLATION - Installation shall be performed stiicut in accordance with details indicated on sheets 3:hru 7, 10 it" 20, 23, 24 and 26 of 26. of Product Evaluation Document (P. E, D. ' I drawing No. 20.176, Minimum separation to glass Shall be as IndIcatedon sheets 8, 14. 16, 25 and 26 ,,f 26, of Product Evaluation Document (P.E.D.), drawing No. 2)-176. 4 p- 1 N>- P � IT --I . - - .".i . %,\�,ENSel .... . : * I * . � *1- - / / i-o -. STATE OF -, �X- - , lk 'A, I It Ilk I IV , �ko�,­. ZoRiO ..*,# It ­ I� ;? "I FS`­­--k,�N ,,l NAU ',',vo�' - —_ ------- - GENERAL NQTE : a --- -_ --- - -_ - - - - --- 6 3) P LASE rHAT Pftt'A i - I- Nf 11 `11 -1-WE PANELS S,%<CU OF WVCK* PrAKA At o ,, 1, , t"" 0"_1W 20-911a GNJAN= Sim -mom PANELS) EJt5TM WALL, AM)"", S­,'_ A I I I "I '. 1;I C KX>4 ]A% MAN STPUMUFM PEKIC SLOI I',- - I !-T'*M PANEL ­,�, :IN 14'. MLK UIT 1',,K1.!­ 10'.110ENT (Pri)) WS KW EN gpt . B CC* COw" ,A,,1 I 1, AXWORACE SHALL13E ASMENTOWD -. :, - ­' - 11 04 7) ACCOPI)MCE WIT- TtAE YU20 f7v,, COITION) OF 7,q NORMA 81-11'A,Ir, 'I'DIE 1, ;1`04% two L"&jIyXff1Q_.i1H&t!T% , - u"` '", DESCN WIND LOAM SKN.L Bi "RMWO AS PER SMION 16t,or J, A&,, V.,,r, �-, ,,tw , I ,A11CIi:A, -WrIORS. AS &~KWREL 9, ,-' P, 1,1.1- 1. Ir!, Ndto "Ev AS PCOUINLL� L-, - —TTON 4"INE THESt UW tQs . I I, n , 'tr,"., �,, ,;. � _04"PIICTC - ­0 PANUMAlf (ImAdf. �13 AND PANIELMATIE -,% - E'' FLVS PACK0, AS ­!, , �, , , PRONXTS , I..k CTI- ,N 1". �.,UR �d.o a.. ,j$INC. A_5LE 1 . (I AW� SrWL WJI CUM THE NAAROUM kA � D , 'r 1/4 ii;Ewi PC,Z N:" -. L.G "" " j.", III.SIM04 NOICArED 04 WETS I TWu 1J 14 15, IS. 10 & 71) . 7/11i'll IT 5/a' *000 CIVSAW', AS 4'04QVrfV Uy All P71%T SCft*, 900 & SKUAVt x IN oROM M vrp" n,C AiPmi Crmorr". ultAvItE Otw,N wtslri ,.l.yr.,, Iw,r,,,A*rr1 FAIR W.F. 1-16 MII'lIREADn PENETRATION INIU 0CCk rX III I I .. . I'll I* I 1/7' APC, V ;rR ILCO PAWLW;E 1U,S SH#1U. 9E flIMPFE)LICED 10 A!,,�,,.,t,w,h MkCAOSIFY MULTIPLYIPIC, WIP ql�­, `,�..,(r ,11 le 11MO-i ITMALF 0 COMPME THESE W/ WAX CAID) ;1 tW�q FA PAIMM "DICAM 10% SHEC S I '. . A t " 19 & 70 -� 2) INNANUO I�Rum,'U, P�hC49A-t-1 Cit LAC SCREW, .4,r) rME 0000 (PAAA .� '_: ,� I 'r ,,,, r_j,(D W OOM 'IQ VC11IFY IWI 004>.Oft I" 714% FCC. A5 ­,%t WM NOT O" VKS%'D, A �.%% 11�IAF,l 4 A., ­t PENCITAN110% 1910 SIUCI;t, SIN. Or �Ok' 50IOPPED AS PART OF IK SKOL ft;) 1,4PFAL,F( -FlAf­ STRESS TOP WHO LOAD! WS ME USED iN THCIPP AkkVU( 'S'ILN,'PtC SPACW. 10 VICKID HAS KEN XTIERM,NM At .I. 1.1,1tIll-k-1.1 M;- Nil X"S '. -tt-tt EM WAW.f. Of LAC SCREWv, ,"It * .. - of AS tNCP:ATM IN THIS ORA*W Vtttilf PANEL'S At.t,%00 F,A, IW A,.7 Mi) tV,K' K'SKITAMICE HAS KEN YEW*L It At - t ,t,tf;Tlim 1626 Of 114C NPOVE U0110f" WOE. AS PER -ft~Aftj rN(;'NFrW*C, 0 TEST*,PC MIC PILIKIRIII 36-!&9 ., ', o A, 96-TV MIS t 4) %~. 111V­�,, "I f�M SLISAW SKALL PC VA, 1, 4' r ,'v -"VA' ,:�(' 5kk. BE - 1/2' LONG W"WVV rEWSTRAT"" TESTINK LAO AK Ptrt`O�. 1103. 4 0.i I. -I, AS PROTOCOLS TAS -M 1, MS >W AN' ,A, ." , SHIM P I I 1.� -,�. 11"' IX I. 6MWW FOR AINAS WTI "r 51,f:,;* As WELL AS AMERSCM IEIP LAb Of SIA.1111 MAR" KW* 10219 01 -09. AS FICA IAS 201. TV, ,O. `,, TAS 2W STANIMAIM -TE PIES. ­X':� - �,�. 4;�­, Of ll� A� EXI C 5) 04 CASE RAW rK111' - � - - 0* PWCW CCHCRL . 'M ,0E ST'K ' I . 4t Qkw"M MPUSOONS AD K $063-76 AUCT AND 'EmPtI, '�040!A Ort*WWrA NOTED) sa SHCF , VAL" ANCwjR5 15�, tif I �-- I IILAX� TO POACH t-E MAIN �I_Tllk�T'4( ,4j,- ?,L. :-,P( ,, I -1 I • ANCHOWE S"%U I* A, '! ­4_,W ' ;, C , j . >) III C 4) I ALL AL,"AWM SKET MEIN USED AT CLOSLOES WILL NA%j 311-414 ALLOT ,I MI -Oft %Kk- Of 46704.1ri, 1171­.- t,,, 4 1:lc RFCft~HOAnO.S "O SPECWICAI"T, - I- AN,- , PJ,N­A1I1A1LR A ALL 6TELA. SWC? WEIIAL PAWLS S1Wt WAW V11114,1MRAL QlW-Y, '.TOLE. ASTM Oh­651 WLAIX 50 twatt;w1w. - 6( ��QVANVD IRFL CMIGMATIOP, W/rV- 565 W.RCTtLi!; t (ANFLS W- Also BE INSTALLIED OL�11-111A - '1_'.L_­', tN51ALLAT" OETNLS SIO"N ON SEC14,v S 1­11 - A :S,.LL% I .AFTER I­OkXN 6) EXCEPT THAT NEADM5 (I & k4 ,-, Nr,l 9( USED , 11 I -ELL 304 DO 311 Agil SM: .. <!4WV�, KSISTAN? COATED CARBON STEEL AS > fl '.f , - i M THE RESPOWSOUT� (A INC , ­,Iw` -t, I I*­1 THE s"DAIM OF THESIRkK:lLRt WTE*E %,M. IT'Ll 11 11 ,A �! - '. ­­ .NakW 00 too TENSILE STRETPP.� 6 114WI �XWPt " N! WJACA t III COW. (',DOE I•N ,:.; 1-j .,- '� - ,. , A, �, .' :I, NSVAC ItPOPER AMCNORAGE TM! �Mrf -A WO OF AMACMED 10 CONCRETE. KOLA OR or" 'Amt �., "'. , .� " ,'A , � I e � ` I Ml I 11 - " " ;TELL. GO AIW 304 SIPKS ','AN1i54 SIM, -'I, ,* - UNILAN fIELD "' 4{., t. ., "r '�,, ,L.A�' 'TAM 0ANE1 WFIH 4(W,)t1 CNICP A -- '­`A'�" . , . , , . . ^�� PER SWOONS 6, P. 9 * 10 AND 40TV"ims PW ' MK�"S 7') *AAL 5-1 I � '. ' , I L - ,- -..,I- ';', ,HUTS A Q Ar 12 ACSPIECI'vfk�r I- ,,III A .tfdKE AK READ0 "Sftt MAMIK W.MUCTIPIC 00*4 oR , r,_1 "I r - wf 1AW LS WITH APPLICASU $*.'ftM*(tW 4T � u-0, PCOMS CW "kARRICAllf WAPMW I.) IQ CZ.*TP*.t4Xff.D__COW_n1� t - 11•1. lizll, � IIA", �­I.A"QN 15 ro SEAL"CAUL'K A, I 190101f I V )"t", !M,[`W-KW REMAi. V CIATIP.Wul "'OVIXI "I. . 1/4"it TAKON ANCHORS A. -P.,,1 . ; -I,- & it I I P OW OF X ItA (IA,, - . - " I > ;, , r.-r km r,•-,, ,, , .. ,i,, --,o/" iN"KM,N - 1/4' 0 A "' CALK -IN NtA.­K. -t �, �' 11 IIIRit Fly DC*KT *K (POI -*, ­11,�11 - I/-'# . I /0 . SOLIO_ SET All "<Rl , , I., , IX.PLD a, ALL ;N"t SCAUIP, tt.-% ! , 'I" " ' , ­,_A',,�-, �V41 CUA&Ptv "Tr4 SPECS lf4tLAI«- N. ,ol.0 �;"IIING ✓Kjs � OURLAN` AND ZL*,Nr Rrwut�4-; 12 S11,)NtJ .:.��., I" 4' ' -3000 Pa.,) ,,, -.UM I I It . �10 1,MFON VMrK KRUI1 M APPL(o IC,- 1114. , 0 PAWLJOxr FEMALE I& Ar PANT I .A, : .,! "-I'M$. AS WAINVACRIRLD fi, QtC I l,: I... , -07LIC'M 11 (.) Wlk P-(­,; 1-0-, ....", 'Ay '4441 (I1fU,t PREPARED b- -11, LIVW t'- ` (AWME ANO Om NOT I-110MLIL Ikltc.*%AAWI, .3330 P­ 7 "; FaR A SfTl �14 0- I I . � 4 r ' t, WKIK FIX SITE COMPT,041 , "iA., f, �'%l 1K � C '� �h I , ", � TAP. W I)W..On. c% wwfAckftv ,,� �, 1A51 -7D**OI%Ar,ON C�'­1400 p .., , (0) CONTRACTOR I,, CIC -1 .It­��,+, � 1w I"< SELECION. PUP(ttA,SE AIL, ­_ At- A " NLI IMNG I 'Ft SAFETYOF TM PRODUCI A ; Wdh" t Wbi.,AOI N� C* Wcok ANCHORS 0M Poxrr, t:,.CKTE sst-4, CIE , !/4' .,' .,.,;T ­­ .,;, .. - � EASED all tws PC n .A'"LIL. It. 1.1Ftt DOLS %,T OCW-.f FROM Tl< `:;,A.Itt^: �- t­ll C. 'N.', DOCUMENT � .0 AMD PAPPEMAt it PkuS AND I 1/4- TOP OF )AP--. ,f wl�,,<W% fAV0%TRLPCrIOk SAFETY AT VTr 1, I,f ,,thFl4.C'UR'5 PIESPONSAPOM &V ­DDD . Et,.NE .ICN -. "tOWIrt EVALVATOON MCL40LNT .1,, A NOrl INVALID IF WOO-nM STUCCO $KAU K KRW't,C I " *-" SCAM USED SHALL BE 1 !�,2' IL�� k4O.WUM SHCRA-D STIADCO CUM � �• .t AID I* M"N,^A FOR Uft, ,,•. ..•�T r:,:j AND Wr N HEADED "� 1W 1.-, t�-FAI,(, SI-PPINS W/O I'm. - CIS 9IALI SE PREPAMI: 91' A � , - J � ,­7FPM ENQNETA T P,tv ti:� Q I tat 51TT JIE­'�. ✓��-A, OR ARCHFTEC Cr PILL It _t «, Kj , flT. IIAW'. NLIM !NMT-E" (d "LLORI (E.O.R) FOR INC PRIMCI AND 0-r. *1 . 51 9ESPONS1PPLIC FOR t)t* PR0N" P ,50, �.'; T"F P1 D ENGOW Of RIECL% Atl 1,-V ". � ,'*-' P;170 1ENCANICER TO THE A I� � (ASE IW ,'*:CAST STW, F`W, A' , 11,rAI7F PAWS AVERS, STk;U0 CA ­.t- .�,­�' - �IL OUND Ck �* �11!0 rW.�f.j.. �,Au. MASIMP TO T46 LAMA; I-- -r '"I ,, ,-�WIGS FOR RTVWW CU"TINC IIA" 09 cloolk 4,4(`+Oos ?A 'A U� fWUGH to PICK. �[ omN sl*�­.')K( I.L V­! "jct,, IIAPIELS APOCROPA" Sit*VE AP 4AIN­,,,1C' ,N A 0 NO W A,2) (s) �HTS P 1 C, S­,, OLAR TAIL WE AND OR*WtAll, 14-1 a,fj , -­' ,;- ;,+ I" "tWESSA044 r (W.04111 At AC�:JM It/A" P4tCPAPPED IT W) 10 iMUN& 0O?&:RF,% Aj.QQt_*ALLAAty L-29 . r.- ON .W_Oft 05 MANUFAC71VNI'Ll V, • I I ftlt PIFIL IIAC 04 SWUMP MANLIFALIV40' LAW I 5­.Lk K LOCATEID ON A PEAR AS all P, :'r'A, AT VOM :/:: : I - I , , I I" 1^­'Pt .. . ku"Ac"Of, '. ..C­0 'K (WIN ".-I= P-) PANEL S"UTTER At ACr6tn�u opri, .EUTION 17DIPS! OF MOVDA CKAt0ftC 4�­. .,I,- _AEOL SWAA K PLACED I"A ivf� OPE-, LANOW TO COMPLI 1111H SELTIC. I 1j; �. , , 1.11 . - ", . $M%)-SET ANCHORS. AS oWR4WTCD, W Alt -N^' '.Cft*. Mr 4 SPEC�AILTV (O -aOfl" &ALOING MA (WN f . ,.law P...) . -..--- NG 51A� CW UE USO M I . 1_,0 ftMELOAlk Ft -K`L`� Al� It"UfAMPED P ELCO C0N$f-V,TPC'1 PROOW It C AM PARELMATT PLUS A n (LM r , ,;?Q? 0.0 I ... st##44 OPTA00 PEW50r, e, T4 STAXT OF IFLOWA I ........ %, - $/4* 0 CIF W-013 ANIZOORS. AS "AhLWAKWRI'll 81. �tiIj­�, '90"FUJ-0m ,0, ,,� li� A � 1&/ / , .11,41, " ,, 911 kfh#*W ENWAKW W t-PCON ANC -MR ELCO PMU-11* 1-V I �­ Q-11- ANK�*)N, NTE) (CIE c.!%K�'. 011, I - I I' . .. ., .. ? 'I I \(', i ". ;.. FLORIDA BUILDING CODE kitlitilh V0100y N.,,k, , 4 I I jw WILL I . 31 .1, �A. W;110 A,C 20 GAGE GALVAAZED StIFF1 SICM PANEL - I- - - , . I tiki %AL,, ^ 4 Soti()-w kIttC,4otPS SNA,L BE LWAEOPOED 7/8* IkTt) M, _� 'Ir�­ ;, �, , I IfA, ­ NO 4 if,, -- I - -,---. - . ... - I— Will STM1.'(, �tkl_ I* OtRWIIILJ ' '4' 9 2'1 'ZONWIS MED SOIALL K - I . L.5 WN:V, , '.�,Im. , , - Z f .._11. It /3W.H, = "O., ��_ __ __ ,.�-_ / '--r GLORAL PROTECTION PRODUCTS, U.C.1 aw tXV. Alto I' UNAKM FOR WAIJ_S 014 Wj SfU, ' / VE-C 0 INC I .P-. STIOF - 7-2 X_ *1 , 'Am t. III 151.17 - $0 " Ill. r_!:R_-� ____• .VW A W1. � --Y� __ ;__ MAI *. "i 76 S, w 1,1k "No' ...'A'ri _�`. wr-- S: — =_-rni S" 0-, 's'. ��: L - "..,__ "I .3 ;_._._r_=r - �_._ M. ­ /UNA `r`-'�,1%'t4^z-C"F-"/4­ _;I..•1".. II 7- -- ---- It- *%,­ _Avo I qtllup ,I�-,, .", f14� . I — - !N5_1A _g LLAT!ON DETAILS FOR REGULAR ,__EAffj,,,$ 1. k _ 16 INTO EXISIIN�?--P.,Q-V-RED..-CDNLBEIE-QR--C.Q!LCJ�ETE BLOCK STRUCTURES � I (S" cn>,a U � : .01C" 0010IMS I s-alm c r-to.C., U M1 SIDNEXA1 oft "� 1� - 1 r� „�Pfll __ 5.4m as "IPPCX`CP� II G_oqrn �, Lx,%To4 "OvwD \ I ' ' ! is" vl.u-L TIP I 1 ,7 5�t,,Aj: QP - -4 I I, . 110lo " OCKPInt PrUL'Afz , � I D�I�N� ;11)I�f� - .. ., I � - ��_' . cOWNCIT Rto,*(t . I . - 19-�,,w ik I {-�`.'-. .. 1. 11 � w1b,. C­-, 14 I'll 4� • 'r - � 1;Pv- I . .. - . . --A .- - .r � - . -- *�, ,'�W, 0 i ,�, �. I I Ii, Lj­&: _ I 1--j- . ­_ I , � I I -1 o . oc - 4 1 - L�� to 11 L I *.--- -;"- � : P �� � ; r �, [ , I M7 �11 Co T ; -KW-W 2 � 1, 3�, i rusTm PoWIREE: 11 41 , I � � � ; . � IAAI . I I , ,' � 14.4 � i � � �� I roNcom *C611marn i �:, ClAt I �• I , . I � ! 11 4 , L! I �, � : W-,�'%* I � 6 .­t.___ 'VIP TiItP . A, . 1011"t, IRO * � � I � � i I � g,-,,�-. �,' - I I i 11 � = opqm,u j I I � 11 I. �, . -_ � � I 17 N'r ac I I ­ I -1. �_ �'w ow 6 � � ,A I I I. ,/ �, I I I . : (�) t ew=- , , I � I : I., I I .: ,;;4 �11 I - - I I .. l . , � - ' ILI ­1 =,., ill r I. i -a : I l'-____ — - ­_ , I Z = I 1 =.4 J i V � , _ I Z . � � , -I I ! I I I 11 ") OLAM I I I - I j I . i — � : I I ; : i ; 'I 'Ll; � I I I I 9 lnl� - ; I : I � �, ; : , . .1 I Z I � .1 I I , : I 1 I : : I 01 , I � I . - : l � ; " ,� • I : ,� I , I I � � : k : 11 .- I — I ! ! 11 : I ______r_ - I i I -.,�,.. i . ,\ l I 11 : I ! . I , . '_�­t,r I " f I I ? v.d:yw I .1� I• . . ; rvo" , " - I , a , � A 'L ` " � - ' .2 'Ir 0� , I 1 1PP0 rxw%f, pouKD I , -�, -- ,� i I A ij . : TIM ,�� . .j E o : Q L, D �' Mr.,K -wittv Ec !: -,I 0 iL.. �, �*,�, , , � I I hm OR I , , '.1,1ING P*Lmx I I:ow_ovf 011 � I & - ONCOM kOC`X I ! Llw-.- i I I I . 4�7 cow .:. : � I . CONCRETE OR . I I 11).*rr I 1'c'� atoo; �_.­ "a.- U)"CAVIC BLOCK I - ­ I- � I. , 1�2 ,,n* cc, ;_ I ­­­ , I ­ �_� ill"(1) � J� I L ­- Ii , -, ,, I I I - ." Ar, " �,P _f1t 1 , - 4, _� I , . I r,arm Pounito .F . i'm - " t / - .__nr4t_ y _11*cPM . , 1. -v.-­ "'", : __ , -, 1:1MRC) ,04 4 4**Ur.Mr"_n - ; , 2,10-m!,.. , tO,-_,qV .MCI...._ i w am C0.01" _r,�,_ IIIII I, ., 11 M-.CFK-.[ ,cmis -1 : 11w/lIP"' 570a'Aftv ./ S.', j*) .L. . (D I- �- IscIlm—L"Go (%a wAto�.l M - NFL sou ft - � - . ` - [SIDE swmttl 0. . 5'trrT a wailita" 13 . 1-tiOrP9 1 rw.,., lItItTS It TTIROUC,o, 9) P.01% 6 .411XIC1. III WAU_MQVhTM CEHING ANI FiOQR MDUKM IKJILQ1jjff&NT1I4G ALLE&WL-lUlu-�Ld MOUNTING SECTION I SECTION 2 USTON 4 1 sc"r 3/b-, ICALSI 31R.'" xAf !/ft-,* SCALE 3/C­ I I I IF C-0 - EDGE DISTANCE : = I. ,.`i) tsft scmCou1,Lr,N 4 CP SPIn I - : I I I :MEETS 8 & 9) I I . -1 , I - I I 16 : . t � r_ I . s-,-; K11 F, , I I 16 - I . tOF A , ,*A MQUN`!FNG$ CAN K ,�, ; �* : I W , 001100 I.N,N ", TO SOT ANY 'I 10, ColtraW, IN N", WAY I% f,i[il A rk ,,,, �,,, A� : ,�, I l ,,�;�� . � ..:.... �,,;i,, "'. LA , . r----- .* ., . V�C&v v� 1_1� F, ­ 11 .* , � *4:, 1, - " 4:*- .-f % fLORIDA BUILDING COD' (H.91i Volocify H."IcA I ,All l f 1157 nmo , J .. - ___ — . "ckm -3f., - 4 . 1ILOMM. - 4: c = Sir.: 7-TTfT7—.. S MW Itnw, - i 20 GAGE r,ALVANIZED Slittl SIORM PAP4EL I * : I `,.,tCK­. t 0. - I "_­­­11 �____ __ ,WI TlC,,rD—Mf ,I I 1- ]V.- ITATE ;F .--* * 9, �, It WO, 4"a, % _- __ , 4LOM PROTECTION PRODUCTS, LLC. wil CEILING AND_ FLOOR 111111OUN' ,__ ,;11, - "0RI0i-..,.`- 'A'- 11LIEC 0 10111c , ,c., .. , TKU-0-ifirw �*N*..(fitrio;a D... 1. m". ,XS,' .-.- .��wn' t.."­3. I. W---­ � 2r.)- 176 5f.Q.T10N '%',,' ,,', L E , , -141-4 - - _­ - t4 -.', M I;r I �� - ., .. � . I I - - I ImAI.Avorultnot cA w"I's [tW1_1�._____d - " "" A Z�_,Ln� amul" . n" ,t " I - ­� A lit " I — � I � __ __ - - . -- ____ - ...... - I - - ___ . nA--- &� t -To o ,_::�:7k - I f- � I - - - _ __. - .1 I'R()DtiCtEVAI.LA310B-RLEORI-ti0, 20-117J.01 1 §A MATE C � _R(A_L_P1ARA,Q_TLMT1CS AND SPECIFICATIONS: Shall te strictly In accordance with General Notes and Componarits Indicated on sheci(l, 2 and 22 of 26. of Product Evaluation Document (P E,D ), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1. 7 and 21 of 26, of Product Evaluation Document iP.E D drawing No. 20-176. 7. UNffMTKN6_AKD_r.,_Q_WT10N8 Of USE; 7.1. Shall W strictly in compliance with General Notes No 1, 8 thru 14, indicated on sheet 1 of 26, as well as General gates # 1 Mru 4 and 11 thru 116, lndi,.ated ai sheet 21 of 26 of Product Evaluation Document (P E-D.), drawing No. 20.176 prepared by Tilteco, Inc, and signed and sealed by Walter A Tillit, Jr, P.E. 7,2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as orifincd on sef,.11on 1620 2 of the Florida Building Code. 7 3. Product Lihall only b6 installed Into poured concrete, concrete block, and wood frame strucTuron. Product Evaluation Report prepared by Waiter A Tolit, Jr.. P.E. (Florida License No 44167), President of Tilteco, Inc. (Florida CA-0006719). P""41"WHfill" ,, ,,a lk, T14 . 071", 01 ........... . ,, , � _N�.. If' - I 0:j�'.-* ,,CENSe`.. "' . 's ts - A= I ..* - __-��_67 * _��c. 441 .. B � _­�* 4 -a __ _. . I� , STATE OF , 4-�;,:3%7 1 ��­!IA-;­Z­­-Ts: . , , 0�,, � ICAID .----#, J, -" e - . IzN �f . , I """, LP ,�/ I - .1 " I., � V, I 1� ONA)_ , "O 1110,61010011110111" MTILL ua rItTFCOACIMONRECORDS, P.E. REPORT 201 GLORAI, PROFEXTION PNOOLICTS, LLC I 20 GAGE (W VANIZbO 61 EEL S'ORM PAAEV DRY.V 9 W! 751 REPORT 4 204)726.01 I L I E C 0 i N (_\, � 11ILLIT T1161171111i & ENGINEFRWO COMPANV _. ... ___...._ -.-.- : 11 it!. � !. i j 'I PRQ tlii��OLCQ I _ _QV!U ION 100"011T M Ir 1, 441��,- _ _ftiit,iiIl 'I'l ,�rj IL._A� _",. ,V.6 P REP0141 NO. 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY Stutters PRODUCT SUB -CATEGORY: brorni Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: QIQbALFr9.0c0_v Pro4tiols, LLC 4800 S.W. 51 Street Davie, Florida 33314 I. PU1RP_0_S__F_4F_F_VALtJAI1Q This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. ,,System ID N 1906) to the Global Protection Products, LLC Rule Chapter No, 61 G20-3. Method 1 D of the Florida Department of Business and Professional Regulation This product is being issued an Evaluation Report as described herein, and has been verified for compliance In accordance 'with the 2020 Seventh Edition of th" Florida Building Code, And to verify that the product is for the purpose intended at [as -it acti,jivalent to that require:d by the Code This Product Evaluation Report shall be subject to, review and revision in case of a Building 0x1e change that may affect its limitations and conditions 2-1EVIDENCE SUSN"EM 2.1. PRODUCT T EVALUATION DOCUMENT (P.E-D. : Drawing No. 20-175. tifleo "24 GAGE GALVANIZED STEEL STORM PANEL shoals 1 thru 18 of 18 prepared vy Tilteco. Inc.; signed and sealed by Waltet A Tillit, Jr., P.E.; dated 07/2712020. This drawing is an inte%... *,A.,n1 ...t�rII flo. - vs Evaluation Report ;v "t - . Al , i;�\ ,�'ENsp ``'9 ,,%- '. -- . I li�,,- � !: -,.A.�_il. * :*= z ---% O ------,'. - I % I STA'jE 0F , , z 's -P, - . ,�Z F 1% 0<: ' 055 NX 36th Street, Suite 305, Miami, Florida 33166 - Phone: (MA) 871 - . Si ft A eo " " 1.1511 oo"I"C1Ill, '.1" --------- � C;,VLAO & ! IFE SAFETY STORM PANEL$ L �1� 196. IIO'AL WON) - 11 . 1. ,,(I'41 - - "I -.100, (CIFECTIVE 1,01H) I - � � - - - 1 350' - I - I �J"O. - I .1 11 I 4Vw ! , , Ric- I . �, I 1� - I ... ,il--.T% I 1 `___"r_"11 - CALVAPIdLf- ,71, � I I AWN A- 63, I , 1, / A I 1� 11 " . (AA�c So ift*Atth�-' ,,,,j � , �"' , , - -1 - I �' . , � 5,ii, � 6o cAtv ", • LCKA GALVIVIII'M %Ill, ', . �," - TYP I , - I , � , r100' ,2�*, 01� ' .*M.tU ro / 0 QAI,�Ilr A- 651 IIAP , ;( , 90,1111:1) � 11 � , i GRAM 50 M%NAUU � 1. I EDGE .", -1 . k, CAI., I ro" '. i r-CIL A 1 `456 \ / itt", A 11 ta OF - -I.--- Y , � � —.1­1, I - , ___=-� , - 1.350' -,',j . - - - . .: i - -, 2"' . 4 L&__.0_ _QRMRAHL 1 * "I' I ~IS : 11 , , ��_, TIM % W/ ACNA,ro fnGr I "L- , - . " -1 - 'c`* * C' - � ____ i ' - � 12,- ss ,-.., ­-, , I . �1-v "WTW - 750- , ". I -, - , ". . P To "-.I a II, .1:ti"! � r'. 4� . �� I I '.I 1/1 - ., ,., I . - ,-",: I - [-Tuer- ---" , , t,c'� ,4, - " - . - i&W ,.'!, I . 3 In., 11, �003 . , 1 , l ,4-- , W� '�, '. I . , � I ,.,-,� - � � Ag I i .�'.', - ,,, " ". � ! 02M ,� _ -7— 1 2 125 - �, - I . ' , R 3 ?t ='=­ . 5" 1 1 omwrq• , I r A, a 3 . 4 j _�i � , ­L=__:____ I I""" I � _ . .� _��. t , : per,_, 30 I �[ I 0 1 - , - , -, . � 11 ',�, - ; I 1 . " , I r',� )� . TO , - �� SOY, . � M Ph' ,�JEW_DETAILA , NX. . " -- -- 2.000* - 301A 1 1 . ("', - , , , . 0 - I�A Of PANEL'S ' " � L" ' I 1, I �Wf� EDGE C2) -ti7_WAKS CS� -U- HEADER (�) ANr.LE ��) ANGLE %1TH STUD (411, &h91.F_WjT8 � _ I REYER5E STUD i � R,,- Z:'K-' I Ill' & 2/14 3 74' .11 _ •IF ­., . M. _. - : no- 01 ".4i - .� I If, - ,, - ?5' ,/.,.-?*, tt'. v­ � 4o"*, ., I 315' /�_S­, I . - L li I - I I '.17o, 61.6, � - ,., �' . �., , -1 I , SS STvD 01MV 11 A " :.VJ 4 12 112- OC I- .(. , " , r , I 1 , oe I. I 8.1 ,�� I , _k, � . - 07 'Pqt� I III!, .11 , � , _ � "11 I I 1,11 . , 5:.:,' ' - I I I � I - __ `�' I - '_ I . . l , w. , I . � 10- 1-4 r - W .of, (D Kia-ma-WAShER 1. 1� .626 .. ­_ , , � � � - 11. I I - I , . c--� � - - ir,P,) 7.000- � - - o63: ­__­__, �_, �!) PEP TRACK ANGLE 116A ;L(ll-_ "f' TRACK T M.-PLATED I � fj " m' l*%r) .7 -.:- c"'. I 1, jA4Ij "W641411"', wah-0-10 01L."MIlm sIEELI� __111 , � ,1 ,,,% o" � "o'k,?, III, TfQj,�1,%,. I - ,,, " I I - � I I I '. / oe� , 0 �,�� . I - - ... "'. , , , ", � " ,,\r, E N S� , -!� "'- "I, .�v. I I r . . � .. % I I 1 5. 1, h� 37 = : ()c 441t,j ". 1 I I Z . IT :* i rLONDA BUILDING CODE (Millb Vomcity Nufricane Zon* � = * � - _", .. _�,, GAGE GALvANIZED SYCEL STOOM PANEI, 1 ,,,,� ,, ' ' ' -,kep ... 0 _7 OGZ' - .CAJAIA, WLAIIL 11 � �. STATE OF I I tom ft��rlow. L -_ ,- I ; - , I I I � - � �1- 12'. - 475" "LA"Ir *'W' No' (§� KEY HOLE " t05LO'...., _____ -, - __ _ r . ,� - !, *"7 1 1 - ! _N/bxG ! - I 1c, gErA&.1 - %, f, . . -.----, '. PRODUCTS, LLC. , 3ERT7--r AT PANKEL . ;�_ � , lot Irot, 0% ! .�E 8 2"X7"XI/4" 1� L 1 JIM I t4v M _&N= r i_ 41~1111." lot "'Na W W/W w*out.c P#s4r. ./ A0011001,011. - ?/11"N3137, R`&`Tr. m"AP1145% TIM, 0. W.I. t`L.Ifn Slfl) - --- ­ .--. 1,00'., , I , 4 IN ! if __ I- .. , I fllt.,T & Its".11 C.00MPIPPIC, 0 - - - C,l-.11 I C Az7�1W-1-CIAI-T *NLTER A TILLIT 0, P E. __ - _. ful. LN I 001, . I API9,, - 9. slow - I O.W. It us'. . ­ -.�_15.3, I" ")W-11197 20-176 - , . . I — elloomm: . -1 I ­,.� . I . I . SPW .1 "' 2A .- __ __ , _.- ___ - , ,. ,-_I I INSTALLATION 0�ETAIJU_��ULtkR PANEL%�� ENQI CLQ.%M 'Q9 � QjXrAjaj _(VA1.1A110N_Jti _PQ � _4�� : - I INTOEXISTINGFOURLD-LONCRETE OR CONCRETE3_L"K__5M_CTURL5. CONCEETE RM QR N-M i �­% ,11 .A , , , ./.-._�3'. V.3 VAUD FOR RE%LA&-lU-.%W-AMD-E7Z,-MNQ-.KQRM-EAKLTt5-UI � -, CONCROT 'Atc-ol's W".4 "M.S1, ­11-11 �"r. I;. ct VP­,P,F - � - "t, 4 " ,L.. (SCE I;zKm. i -,..- - '. - I I I I I IRIM a It 9) ullm . ,��,;�. " \ I t-�-� P ". ... I ; I-' , ; A AA I I " I - I—- I �&. _ _1 0, - 6' I 1 - — -_ " I ;_­­ - I ,i 1, ..., tA,,. - P. 0_ __ rts� P'WRIL. I � . I 11 , _. 1i C I I — I I =,ICAM � ��) J� _��11�, , Ma=--, - RICA"tro I � I - Pue, - I I IA, : � 1 /� - " ! I I ,� � . I 2• 5 : I, I ! . __/ I . - , ___L_�_ �"1 - I �.� I " ; I �: - - - - I j I- r� Cr4X*CTE 11IL00: , . , I , -7-7 I I . ,jLQ4j1RCo � � I I I � i L- A ­ � i I � L, I�`Otx*rf CA � � I I � �,!t , 1 4 ; I . I � I I 1�! I - 1A " � : � 6 CASE A PLAN, .`,*?,!•` 11, �� ,I* ; ,,."- - - I .. i/. - �2�­ -1 4 r.�(?!Pw __'__�, _ ; �4 , . ", ", ; ! ­`� � �''. "I = -, � I`C,A � , ; 11 t . I I ! . ­77 - 11 - " - I :­ % �.. _- - ; =. "1 -i= 'i I.i -:a lx,,,AA.tA l I-- . I " --, , " , I : - .=, [ : - (it.) � � . i -1 I '. � . �, `I!P�PIR (71%,IA Rp", - W.W_ . I I IL'ttAl. I -1 4 L­ - — ! I I � : ; ; 1. !-: ,*: -�, 4, * " � . I ;,.'- . � . I : I ! I I . , -/-/I- - - I a 91*1i A 1=19 %Z I 1 2 1 P I I - I,-- IL _* . I ;"'. - - , I . - W = I � L,,aK "fi.PPED [a ft�`APA` "K-.1-L :IA ; ; ,4X L! -L : CAU --- C (PLAN) C tK'I'( AL "�' ED . ,,;A, j�* 1 , $Alf � -, _D_(?LASJ .,Q­T_- I 1. ' I It'. PqAAM I I i I :,,�Cll.rlt OR I S­�, I . - - ­ktl� 11PLOCA I � h=e;�_ 1�til I= -1. � - I , , � ."E, =, - I ,­ - - ;­­=�l ..., . . LE---;^H, �-� , " �� , I ,- ,I . A �:,-"� I �� � ., - ,A . 9. "Z'A PI,. '..... . I I I '. �I�,, 4, Y, . I ., , . _ .". '... I I � (. I I � I I , -, '. �� - - �.,, � � "4_ 1 .'A a111 ­&MCtAllll � - 'A A. =P� I *I � : �­, ,, 1-1 "WATAY UP C4) L.A___ -, � 'SFr 51.1- I UNTING (p.M.) 1,,"T I ,, 7._�� 05 "I 0 f =- V-00% 0 A V) WALL M alm ni OUT . 'r-M I , _MQUNJM�, - 1. I _j I ,,, 1 -j-'.0 9" r� S_ 11� & 0 SECTION 7 W01. 01~ — � I , I SCALY ?/` � VALE 3/a.., OP0.4 we" .c I- I - -. 4--- � = .. . rnu OF DUST" X Z .­__ I ING 0 ,.t. - . , . -l"us . 1/9' 'I �G . , '. '. !,.V C* 1, . r ov, I CASE F (PIMI EMTQG SIA.Acco; '''­ , .,( c-.crp I il) - SC.AtT 3/,S.,- I ­ /_ Nrw t, wor A VhMES A 1/8' I ; - 1. , k I U T,W Oft I � A VARICS i hICTi ff;, LOVEIIKAIL,`� CIF SECHM \`­ - --./-\I--/- __ - ,�*.__ "AND T P . . It, � ,CO PLA,r SPACER I lop & �­ , 1! '11 1. % 1, I; . Z �.­ ,jE , , ", t4r -1 L� I W�.1111 PRAM - ONMIE I COM&I'Ll, 11 I A;, I " fA51 r -(PLAN) . . "' " - I � . . - (SEE SC.E11111 - '.111 I IOSTAL,ATION ',A - 1 16-1* 1 �WnS 0 . , � " I , - _� ... ,I,, I 1. ­�__T ___ . TIONMO, 0) I . , .. 'N" -1.A. " � ,,, , I V jjl� / , ,P�1,14,6N - �.­ , L __ I , 1.". POUREC r - �_ 'A" � : rl, , - IllAtn 1�1- •�, t, * 4--"I kCE?i k' _.' ;_1 S FLORIDA MWING CODE (High VolocitY Nut lCore , A2=1 -7 IAAM i­ ----.-.-..-... - -_ 1. , 'CTCtAR.­j­ - . 1, � p I -K 712 - I.A _;L,t;;' "I i7tP_"C`KA"1_% � I ' - 20 CAGE GAtYANIZED STEEZ STORM PANE,i. - 1 "'" . , A �L N, I". .1.0AL., 'W'I .rg,. Z %(I! 44167 Z am- V, , . Z— , . . � . ..... � � � ___ _.- . _ - .. ... ­­ --- _ =TlQl!iA__X I *. M" ;�. * --- 4C;:7- A` L 0/214IN" - . ­ GLOBAL PROTECTION PRODUCTS. LLC.1 ,PI,, . I �,�,_, �­ S.!�'. - I Z' I -,> "" 11LIECO.. I S ATE OR •11 , W� - , I-- � % , * - " f__41 ti5li _?Mf;A* . E.O,Art� .C.P., ! I , _RP..RrL — I DETAIL FOR SPACERS-RE!�013.0 A1.11111! --- QR ` " ,ft ()I, 41i Ill `3­4��­,,, , � 1-1,11. BOTTOM IRK!�5_ ADJACEHLIQ-SIU"-Q,"WO.Q.,�-BLktm -.�,,-�,.,- "Fil -.9; V " -.r-.---,o 0 1 � (� T�_ ­1 1A I.-Alt.-F , - .. __""," - _.. __ - 1 7 6 . I - .11. 1. : , _ -! I - —___ ,%, 5C .,�� At', ,AOK47" - 1111%, t� �, .� "qk .,NI,'t UjT . . __: _ f � �.Al_ PPLrEX . I " •� I --- !__I� --,,Ill ,AI.1 A , :.,_: I.I'l ,(I. ,('-*?Z?_M ZZ TEST REPOR I S: Large missile Impirw; o i,l ri44t-s v-?rr- performcnd tind4r S,STI) 1,-PO sjrirjd,,)r;j jis per section 1609.'i L ,,I Wc FI-_ ',o;., !.tLHlefirq Code Jniltortn static ioacts t.; Ill's Section 1709.8,3. ,I' i .1 lr'TM IF-., 30 -C,AI rIej,,Ovts prepared by Arnerican TeOiiiq Lab of South Florli C. I, Hif ,­,--t is ! i i ,, 0- - I, 1 ,1,PPA-A 0'V1 1 IC2 witnessed by Willi;4rr, R. Mahner, P.E . F>orr, !.,T,,r(i 11 I., $1, 'I 1.i, : . �47. P.E. aric Report Nu 0219.01-09, dat,-d Fel)t i,if% , `*, 20o.1 I,, .,. , , , e6led by Edmundo Largaespada, P.E and Htgi'i '.item, P.E. i area irw,;i.0j impact and cyclic loadings per Protocols 1. -,L, id 203 as per section '601.7, �)f the; ' clori(ja Building Code. Teil,t Report pro-,; .r9d by Arnei:carl I esii.iq, L-)t. c1' South Fk%rlda, Report No. 11 23.0; -10, (1C-,tk.,d rf,wo4mber 23. 2010, signeo and �i-ziled V,,-v AAC E. Gonzalez, P.E. Tensile test . -,pert , - ',' 1, ,y Cir Wea Ilurgical, JrC_ dated M3(CI) , ' '; ;,`2 s,gred and sealed (.-,, I I, ",R. G, - ,tit, R G, as p,?i ASTM E-8 end T*)ns0e fi: si ,), per CC MoWlurgi: I! i',- :. I Ctl,'M I ?iS, dated December i, 2010 tikjr)e(j and sealed by Jeri I.- � 1L, ir'.: ASTNI E-8 2.3-STRU-CTUIRAll- ENGINE ER.1 4(3__CAt_it;U LA T 1ON$ : On 24 Gage Galvai, ii;-m Steel; 3,orim Panel ior ji-iiiximurr, panel it•11901 vb design wind load. as well .-.:; IT,;), it nuvi ,ji-:C:hcr spacing vs. d(:M(in w;r ii ioad arici panel length based on uilionij' ai,-.l ;,..,,(jjarativo analysis. and it, accordance with section 1604 of the Fl.,,rif;a f�o­wg Code. Calculator,,,; p,,_-p4)re,I I) , Tilteco, Inc., dated 1211 Oil-) znj i,".'117 I - Ifni *his revision), signed aril C,;i:jl x! I,, %`I,Tltrr A. T11111, Jr.. P.E. a, MISSILE IMpACT , _RENs,rANCE: Large missile impao under sectv,rn leog. 1.2 or the Fi,.,>F,:;i 6'jiidlrg Co,IA3 as per SSTD 12-99 Stand ) and TAS.'01. 4, WIND. LIDA0st, RQ F 24 Gage Galvani;,Ip,c Steel Sl<,rnn Panel has been v(mfi(,(1 fr ,ut;i.,,Ihi mrid pressures. Maximum panel lart,e4llh shall be As indicated cm shcoli ,,I III 11. 12 and 17 of 18 of Pi,)duct Evaluation 0­curo�,rd W E 0 ' 4, drawing No. 20.175 Maximum Anchw.$I`.)L 111'j o-:h'Jll �­ 18 101'11:','Itnd '.-'rl 0,vCQIF, 5, 9, 10, 11, 13 thru 16 and 18 or 18. ofPr,,tdk,t:t '_,<aik,"-i - ,n 1- o% kwi,ii I i P E l0A drawing No. 20-175. 24 Gage Galvenizcd ,z;iofm Slur I t Partiell has ly---.)n v-rit,f,d fir -ode compliance to work as a nun -porous stow, 0),i1-,ir assembly, as por ;,S-i D 1z-99 Standard I " .. ltIt S* IeI ,1_. ILV.. A, ,= � I. .6, %. - - --- , 1- ,.; * * .� ., _4A_'_-­_ .* .--- __ - _. - S --�' TAI i fit .-Izr . % -;P - I ., "'sT 0/* - ,�'(Irlti� --*;4Z .�, e - . ... 1. �N� I:?' . , , ,#$,;,Hill ....... ;­'" UWLILL`t ;.' , s L L ALI 1(0 R FINLIR 1, N J, 2"-W.41 5. INSTALLATON; ljist,lHlim. ,;hall beperforrned th strictly in accordance widetai(s indicated on shoals 3lhilu8 12thm 18 of W of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum, separation to glass shall I)* as indicated on sheets 3, 6, 13. 14. 15, 16 and ' 8 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 6. M �'TERIAL CHARA-0 ERISMS,AND -SPECIFICATIONS; Shall Lw, strvAly ift accordani,i%-­:fh General Notes and Components indicated or, sheet I and 2 ,)( 18. of Pirniltif,i Evaluation Document (P.E.D.), drawing No. 2D-175. Anchor spacificalions shall be is mdicatfrri on sheet I of 18, of Product Evaluation DOCAPTh-int (P E,D.), drawing No. 20-175. 7, LIMITATIOM ANP-CONDITIONS OF USE; . . 7 1 Shad t-4.91ricity in rompliwice with General Notes No. 1 8 thru 14, indicated ()(I Owel 1 -A 18 of Product Evaluation Document (P E D.), drawing No. 20-175 lxop;1u6r, by Tilteco. Inc. and.*-neo and sealed by Walter A. Tillit, Jr, P E. 1. 2. P,�.d,ii.i ,shalt not li+! m.tI.&:d within HIGH VELOCITY HURRICANE ZONES as cefined ci I section 1620,2,A tlx Florida Eltil,fing Code 7 3. Product shall only be installed into poured concuote, concrete block, and %%r).Kf frirrif, slruCtures Pw(oi-,! _:,oivation Report ,ni,ip�red by WallierA. TAM, Jr., P.E. (Florida License No -1=i I i 7. Pr.,!!Wonhif Fjlttjc,, It,( (Florida CA-0006719). , 4,4V""..-.­\C­EV­,Tr;7*-, r.� -4_:W a _-'�, .-' jtiyL jI 141-67 -7 *?_1 fte_,_ ---±--.- .: * , , C,ALVA�A.IHS.-��LS�-'CiRMPAhEL'�DRWGft2Gl76tFtEP=f; 7 , � . L I j:1 III, TFC0 A01,00tj RECORDS j P E. REPORT.20 I 131.911i P4 N Ala 9 4— *,. '10RI0 `+ " . . ', , .IOA� .......... r,� .11�' . � ! - 'A L - I i ­v-�P, I 4 1 �/41. 2/4, 3/4, 4/-� 1 3. . - - I � - I V. 'A '10. 2W/1',,, 3%% 6,, w/( I & ,7f SIL tAll; 1)ilL 01, 5,10 " . 1 9 1 1�-i7tok`.; I., SWfIS jC I ! REGVLAR_STORM PANELS-J. A___jk ELEVA I -ON I .. . - I I 1­ I , t C1-%"� , , '" ­­' VW , I �, I ','%1!'S',L,'� ", - - .. ;��.7.,\.;N',,":� - 7 -,,,.r I "; 0 ,,,,III 12II ,A' ,I� ;� I 1�,� , ".",.I L I" I . . . . . . . . . I . � 1+�, 11 , N - . ' - " '� I . 'A 1, ,f) .. ' . I )RADA RUILDlK CODE (Migil Villocay Hurricone Zori*! .. E, , � I . 4__.____ - ___ - ­ - - ___ __ . . ;. .. , i � 20 �Avt GALVANIZED STEEL STORM PAWL Z NO 44167 '. '- � . . i I 1P or _ - : * SLCTION' ,� -- A� - , * I '. ------- --------------- I -_ - —_ — /1111/lm - _. 3. , i-. ;i.r1--_1;�___- - , , GLOBAL PROTECTION PRODUCTS, LLC. 6' .. ", ., - I . I C 0 Inc ,\ , - - ��. .. - I , - I � 1. I , �-r ___ I 0''. �,,, �' " � - o_,_-i-�FZ;;U,.­. - . � � i ,;.� . 1, - ,_ "3'A'. 1, . , , _ DINE -176 " , ,,, I I - .1� "ItIl"t ("4xoo-m5 PA,t, W 07C 1 20 . 'I,' , . . . � ., " I I " S.t),!A , par; � �. , , - - 1�,. - S - , - - ;tilt'- !t1w POPPIPA, qwwwi. I . I . _`E_­,1_f7_ i - - - -----. ... "'A", ,;t, - �. I I I . F i - 9 52 - i _!!�� #f;;7I f;r. I jj,ST-ALL_?1_T_'_t-_N _"LTAI-S.-FQ__R_Y,GU-_AR _PANEL" 1. &, j ATOLIM,_1Nv_Po-I 'Cp "_QtCR LIE.RR_CONCRETf0CjK5iRUCTLlRE5 W'Upro CVXRE , � IT 11�, 1, pcl�,, cow �. I I I C, ..:.NEAT'( at �11 - ..- i CIO `t,w_pz,p I - ,._._C1.11- Pf�'.RTII I . . , ..., j .. I I i 1: � .- z_ . � . E. E C I I -4—L . . I - , � ...—AI — :Oft� t� ! __ 1u- - ,N" "I I . ill Wl­ . �_ I � � I., � : I : -, . . �. I 11 I I I I I ; i r_= I � CO I ! L4:-7­'D I - LO , �, "� ., �1, 5-M I Poukto CONCRETE CI)PIAM 91O" KOUtt" I . -Z IN .11I)N . 2 I . I •,r,.4_1 I r I !_ro_ L �(-.Cv . , 1 L7 ,,I, _j , , � I . I I . : ".i I I lia j , , - � � I's SLI11 -I..'' ,:', . . C MW EIE ANC-1, ET ­lED,A[ - 11,XZT f) 1:A[7 ,At � ". F . � Atj.Q_WALL _AQQNjM INWALLOON I �L�.'TjQt,l 2 ­7 .". . ­ . L ScNLOULE 04 Stgr 9 11-COONS ON SKFI 12 tkA 1. - MM.N.. ...fYI, - W2 "' _h._;:49v,� - I D.M. I I I i II, � � � � - d I I i I I � i I �i I I � . i us OF L 11 I W" 4 -_ , , , ; � I'. , . � , . I tl .A A, - ., . , I I 01 III, 11 �' , I I 1, , . : I �44 � I ; � I I I I - � I I I sax I � Lj �) I � I I I or I. . . i : wo 9 I i , - � : . -1 ,�7 ,It , , 1 j4 1 : . ! I I zlk I I I I . I i , Lw� !_Ji ,,I =t=,A I I - -, --ti-il.; - I =- � . � . . - a swiz W ,, , ;.. - I ­ D.M.-.0 P. g 100"T, - . I __ 'I . . ", "� AKI�(W, FrM LIA, � r'. NFE SICNIEDULE COO SPW III ! i � . f0p. YAX0 I,f[ sc.~ ON SMMT It k 0 I P,; g.l,il,AR .Sj,offlo � r . PANEL ,& Q ELIEV*TION %,* � - , i ­] I � I � " UALX �,, , , , - IN. "" �' _', ", 1,:� , "" , " - - I -.46 - I /Wl� "_ . - , - I - .. , � , , , - %.-, � -Y , 1KIr' 7, � J�) , � ­ 1-1 -1,:1 I I I L)ift1.f -MOUNTIN A"JA110 I. 1011_19 * . " .'IN ;;N, ....... ""�"', '4jo,, � " 1�� JN,� ­,% / 1`1`1�i I � I ORIDA BUILDING COOt (High Y-imily Hurricane Zon ..�_L4­__,.1.. - �- ­ - 4 .. 410 44167 % , - -, --- - - `--­-­- - '- - -- - 7 20 GAGE GAINkNIZED STEEL ST01110 PANEL I .;: IT, z "I -X-F _,�­ * - , , 11 � , -_ _­ . , - " " I , � 1 - - ... — --- I w'rmifmit - - IR 1wl �10;L�iAl. PROTECTION PRODUCTS, I.I.C.; �v � � IL IECO _x �. - lrvw I - -_ ''I". I � I 1/1�1 _. I � 11 S, .1 1. '. -� � -,�, ,�, T"t4i,.-E�r�t6-6 .,­;� ;. "''. I . I., I. , " r _r �, I- . . � 1. 1� I "'C' �, LAPPL., .1 'AtIet-7w - (iwt -61 20- 76 z;;-.-, ✓.. ""ti "`,`,ttP mk, ��;.�,". '. - .,., _ I I I I - . -_ , - i I I - .T. - � - ... bwY - -- -_ I '' I ­ �_____ —, SAIM 8 . : 4-_j (1) (3) C_ U) —M (D -4'- ­0 > C- :D (1) 0 a _0 " (3) CL IL C 0 (3) Cl- 0 " = M --o 0- . . - 0') _4___ C) (D ft (n (3) :t�__ (1) -0 0 0 -0 0 , CD 0 ca- r- -2 3: = = - 0 Li- — M 0 > W I U) a) " 0_ !E W M 0 Ah M 3 0 - �-- _6 ._= a 4 Z Z W J IMAM I? 20, Virtual R. TIP � -,/,.\, Review co ew Assist, inc - liance with leted 'rid Pprovpd Y Debra An,11 e 2020 F 87th Ed - iii Xlahr P OC I X2300 Cin 0 &,.... W (D (D r_ M 0 - CD_ < (1) A 0 Z3 0 CIP.P. C.) L. ((a) n M L. co SHEET NO. sH 1.0 I I I I I I I I I I I m Sec"I"S � $ IS - F " SHIFT. - WALL -AND I - . -,F�QQ-R--AQVAIM.rg-i.M�TAL-LATION -FQR =7�1 Ai==Vi V-A," - I -ns.j: -1 ------ ,,I �W_[ N �I) - 6" - MIT _-PANE1.5 �� 110m 0 & 0, - - - --,- * �1, -,�11- - ­-, - I?`_ I 0 � ,),/..w 00"S go . I A - ; '),­ In._ �rl"__ � , _r� 15 11 7I � - "P'lI PoPED ., - r�,­.�,.-­r ��. 1.14 _., � "e" 6 F - 11 % •. . - - . - - _�_ � ONcafm - _. __ 1, 1/4' � �, � Naef �40If 74I I - ,­��, �li 111 tC114* .4"W"1W, ,� ­,-- (I. 11 & 6.­1 I ! I I jlli� I . 9,77, .� IzI4r1i * I, i., " I ! , , 'j _­ �-I/- I \ - ­ I. 7/-1. I I . �­ !) � . -W A# I � I , : ­ , 1. I'.- � ___ j I r . A,2 � , - ___ . " '. 1, I IDIOT - I . *��- -,-/ c _* " 11 Am ,..t . - ,UK,- _ ` cam `­ : : A. _.�i cimamorc III, ow 41,V/pm a/ I .f.* I I I � - - � orw;lp I I . t ,,, ' I PLUS am 1, ­� � ; I � 4`7 �, I 1 ; -13 - 4 .1 -KIM � ~ X10 "a I I I 1-i.: I. I ! i i!,I I I I i ; ,! I - - : I I " 1-% 11P­ : 0 ". I. ."If­*�-tf 4j�-_-imt-%� , - - . � ,c - 1 i UL ;= - 5 1, C, T 1.0-4, � X 7 Z 1 . 4­7 QaSS 'AI ,�. - I S�,ALL. I 4 - I ! I I I I. - I , . �­'�_ I , I a..= -V - I , j I. -,I---= S, P., -.4010m 4.Pw = ma., , , - - - , .- _.,,n_._.L;t7�_7f1,," p ,21" 44.0 = ,11 I _ __f� _4 1 ­ I - ` -T � ' ­ i - __­ .- ­,( __ __ , , I (9-- : __ � I' � . , I I � . I ! i !�!�."j4"' : i- - -..--V, _ .w�`S� 0 ­ I __ _T � . � 1 . , , , � . t I I I'l � ! I I I : 1I I � : I ­ ; : I ! I � I i i 11 i � -/f"�?- ED I tw OF L__ I ; I .A - . ., ­ FIA, � - - I.. : 11 TI)S I �1-", AIJ, ISMIX 1r\ TO � 1; .- I : I ­10. ­1 - 1�! , "..'o .ft I I : A mcir � .1i - .0"r _ ; - : - - _ 7 .dm a Mn, I!--- --- . : : ,W .". .'I- -no ­1 ..�. : , -1 - .- _. I I I . - * I - " I -Si� =-ii I I . 1. �t..,�.!r- - . ,, i � _',_ I � L "I =2 (h. to A 0VP`W r -_ r ­­­ I I - �I , ,�. I J! $ 0 � I __ - - - - ___6W______ : ---I- - - .- , ,1 - I 1, i tk , I � I 3M .110FA FAMLLILLVAT10 I : I _1_" ELEVATION 3LCTIQm Y-Y I I , 'SCALE -/"-T* I .,( ,I"." ro=l `Iwftt tir­ I I I � , im . QETAR. 2 r I I J� " " M& 0 ISAF , I �clevow f % I 1 ' " =m"" , f_'?Y_'L" I - ,ia_ --- I - wu W--K.* i - 'jW12 "" i --a- I SPAN . fro - I TLW AIMULAD" - i 'I- I -J : " I , . " . : , , L" . 1,19' � 0"W116-11", I QN114311.41 0 , I5, a . _� 0, I , , �. I Cz. , I t____.mW, %0001��_ 1 1­41-10 5 -8.1 01 , I I I t7_1, ft"Pa �Pi� �% �!�� 's - - �:. :� , . . / . I 1� .. %,Phsi b 5'-8* 10 IF-10' . .1, I/M ==-XII, ----- - .­ 32'. a- . ". - , z . -!� w � 4.q -_�,_-,' ---wow . ( - 10' T- 1, �'l r . 6, . ,/r z : -� - NO. 44167 ' _- * ; 1*z L - ------ ___ - _­ j 11 , . j � . PANS .1 a . 111, UP 'a (ZA ,IS D K-��' �!S­-( k-:­ - -1. .1 FLORIDA BUILDING CODE (IllIgh Velocity HurriconG Zo,�r L24A ORKMIXii ."m mn.. � .. -* !� "' 11 . ;1­1"I A� ...*., SECTION I ,.m ik- 71", - . . 1) . 20 GAGE GALVANIZED STEEL STO'M PANEL I O,,Z ., - - . ___ SCALE 3/8-1* , ,- - , ... '. - � . _ �, ,,'..,, � I - I 2 : --- -- - 0 I � 11LIECOm. "' PROTECTION PRODUCTS, LLC'l O/Qw"x'm I "WE wwom CAN AISC IN WITAL I --,, I Tor T.w DAM. I- jm�. nitl,� S70ft PANELS ON mr CA 00-7010 % IPA ( TOP Cat 1101700 OF OPENING .1 7n__ ", 6 (041 PANEL OPENING III I��*f T09 W I ­.:...- - _�. ­ ­�, IAMI&I'S 113. 1. �6.)NIk­FIN, ,.z NOT IIW) .�._ 1. �W­­ I ­T., -�7-..m-! ,11 ­ � *,�_ ,_�P. - - ;i6v;� oL 11A.MW)"Aru"It .k1r. A 1� I - I 1 4 I - ­- ,�.OIaw - , .."';_ ---. =:� uw I or 76 I . .-I I .- ­ - " __ =.. . 11 I L t -- -- j .,1q;!,=-.L" I , I I - - 11 I I , I __. A - ­--, � - -� I I , - -;;.,N'0&- I I I _E_ I I * -*��V, Ell; - 'A ' " r•, -1 - I '�_ ,I t � ,- . I I __ �- -1 I I � , L . , , r , I - I I I . � 11r1=7t. I ,;a�� I - . 4 i I I I _111, We ScebA, I 1 __4_ 1 .1 -4 - ...9I11, I - ,. "--.-, = I . 1. - `W I . %p­_ : IS &ASS : I - AfA � 41111IIIIIIIIIIIIII " t-- - RJIQ-- _- . N i U -QUI-AW�011IN .- IMSIALLADQK= ALILRKADYL-JY I ! SCARE, '. . - , - - I .- - --------- __ ----------- - ---.------ INSIALLAMN-DETAILS -FOR REGULAR .PANELS J) & INTO EXISTING WOOD SIRKTUM, 1W.Vr,=- . .- /­ - - ! - - - -_ -a I., - _. r., � ­�. I . 11 `­ - -1 � -"- ", Naaelvlx" ; / .111A-__ ="c01m11'~­1. .� � ,;VZ .-w- 11%lff (-I -11 .1-.1-PPOWINNO ___ ­ ,1, ( .--.- �_ ­.1 ; I , � 1) . i I �- I � US, __ Cl)1 --, I i 1;1 M.". I .' -Wes.A- -1 � - I ! I f WAL I MOUNTING I � I ! - . I - I INSTALLATION - ALTERNATIYE 3W ; I I Cf,, IL . /., . ,, I . , isAi_ I I - J7 t L jEr . _ " "r. +4 . "fl WALL MOUNTING INSTALLATION - ALTERNATIVE 2 SCALL t,'4* - I' NUIES: 1. INSTALLATIONS ARE C;Nt I VAL6 tOP BUILDINGS WITH A S.0 0; > �,I, CAI::: UP TO + 55,5, - ?..0 I, A 1 AND PANE:S LENGTH lj' Iv 11 - 6 2. FOR NEW WOW FRAME CONSTRUCTION WOOD MEMBERS T I Pf S00TK.AN PINE NO 2. FIT/ SPECIFIC DENSITY Or 055 OR EOUAA_ KM_ FOR CONOWN&LUF _,!,L, ! _'_,,_, TOP & SOrTOM MOUNTINGS CAh BE COMBINED IN An, WAY TO SURF ANY -NSI At i AT,n.N . _ I- . L A.V=-. = 11 _- � I * � .0- I .. __ �� ..: I i 't �11 W 1-1 " - , - I - I 7 -I, ,I m ,-,,-, u .- I . r : - -- -�3) 1 ­=..... : i- - ..in �=� - 1. I&= i � 1 1 �_ - C F ­ � I . .- . 1 -_ 1 ' T 9 t I . - - mv 1 I - - � I '! i - i " e"` i II : � i y I I I 4.z.. A.!�.* - . 1�_ .1 Irm.4 _", . - =_� - 4-1 I,= i ­ ­1'1.4�� I .�--� . I __ - . �. , . ' t, W SOW30 IF I.— - ­" - 94=101= nutA - E, I CUBING it FJ,OOR MO3IliIltlG WALL EIJQOR k1OUIjTft DWALLATION - ALTIERKATIYE W INSTALLATIONS - ALIEMME 5 I tsfrTION AT TOP IS UNITED TO +M,5-673 0 M0 SCALE 1/4' . " ASO, OIESJIGN PRESSURE RATIPQ SCALE. '/a- - I- � ,A-V,r 1, . I =­1*11. .1 -1 , , ! ;, + , - ­ ­ j f ­ / ,r�,•1.r See floam-1119umG ... W.%m&UABQH__=Qb_ A" I e I , ,�� V - �!� i;��., AF- ,--�� C* E N s," •- -�� I-, iLORIDA BUILDING CODE (High Velocity 14wricome Zone) � . . ., : No. ' 4167 '. I ____ i ,.. . . , " 20 GAGE GALVANIZED STEEL STORY PANEL aftae� or, * : I . -o% ST F'-, . __ - . _ I , . * - � - __� - - I I),. . . 'T _W�� ­_ I Of .' CC ____ ____ - "" &in" GLOBAL PROTECTION PRODUCTS, LLC. �m I I ­,O. _ Vo_ . ., - 111� v) .1 � 2-*-X , x , I L c E C 0 I i., - . .00 3, 5, Sotfrw , i;z_"F_Tt%_�* _45i.-F.11-04 .-A^ 113 - , .. Nea_'. , I 20-175 -,= .� - ­_1 ^4.4. Cosa 1. (R".)aea IN _1.1w��;,� .,.,: * 5 _ �, .,�; - ­ Pel _-_ I - -;w I mmaNc . I - `II,II,,',4"T,;**r -URL,­ -.,,. 1 n-; sm T7, �-- - .� -TfP1'I,.,!1 -L -_ 1 - I—. or 24 j I . ,., I -­ - - commm AMCHM - - _FcO cQwj%LTE �^ n soarml on 11041111I 14:- ,.Qh__11N", I ION wow SON. SET tv- - Slav IS ! fimm 14) � I ,� cv r *1 A Z/4, 7A14. 3/4 M 4/4 1. 2 & 11`10�/I� +" 3'_ 1 ; I K.-Ep ,--,cam -.4 �_j .41 - - - I _z_ - * I- _ ___ _ � .- " W. I I ,00 Iroke", "'L' W .- .... . _ _X - ___ �___.M___ - - _­1 � I 25c, L- � -�'., - - - - - VT��" I P.. . � I t .� i is-07 - �� 7 _: ". I . ­ -_ - FT� : I I L -,I 'J.'' " .. - I Rove,fu 1, 11 ; I L . I 1 ! I 11 __wf � , , 7- - , W I I I L , 11 . � . � , ­ Ii I � � 1i _ ; � I I � . 11 I , ,I - �1 : , � * , i; " . ! , I :1 I I i ­1 � , ­ ­ , [_1`91 =�.tvwu oA`_ - rm McKmE GN� . F . I w � 1(m P-Li - -_ I i 1 , � 11+11 I I I I I � J _. ITRECT 14 1 t, I ! 111"Iff" I i-roce I, )! (wow New too "Aft) I .04 x %cpwT`cN I � I me M. I , , I . ee'. ; � -,.4 {I- .. . I � � ! I - . �­__ -, _ A ,­ *­*- "", 6 . I . � 1 I , , i � _ - _$TUV IF IA, 1,11, I c i � , - -Y __ ,­­--�r ,-"-,-7 �__. s I . I I �, I I . __t� , : , I I I """ 7 s'I" III, 'CAM. I ;--,.( -. . t I j � - I : . i - - .1 : . - , m PLAT, 14 / N i __ i t � , 4 '11 �.-�..1.L.! .�_14I - - 4�m-'.-,;-. � - I I I � I i �, � ��= *�1'1 , , , - t i I,, , "I .11.11-- - Si:U.- 3. a, (Lam"� i # . " 7. I , , I/m, - � I " , 1,.,I / 17 -,7 Oc� , I To V cc � 'I, �� 11 � i 1"� . , (�l I I �[l � � i 4 ; ESEK DO V I 9 I I 't I I .. I i � �Q� � - ! I i t (ALIT -IT , I � � I , , - �, I I I b:.,K* \ I i , I a Do .41411s - , I � H I �r4 'I, __41 1 1 � . IS 2/14T �_L_,, -a. I .. Lacal. i i f 14 @,� 1 � I i � MET 0r74L3 1/1 , 'T1 I i I ; - I . .. F, , , , , , - ­_ IS) i ) a i t , !I ,I I I ME crums 'p. tj". , f+f­­L.' , . I � a 2/141 � k : . , , I A' - - an d , I I : . I 1LOCx la" , ; i4 I - , �-, 444-t_, 1 1 , !- - � , I R mmum t . I .. "' I . l I I I I I L*11/4, W4, WA, 3/4 ,,, 4/1 L10-1, 2 & IW/15 1*1. 2 1, IW/15 At ItFINAPE LOCATION , " i i '1' -1 nN UFT SAn-Y PANEL - . - i I � AaFA */-Q -*t SA PANELS LOCADGN C.IF Lfr lSkt .0717 Ktow) I �� ..- I ­t_­ I I i. AlLa" _Ls W/ OR ___ SArM FANIL - I 01f0 REGULAR IWACAS Isa I�Qff I C*; .0,01 GPENNV Small m FA­Low� I olf �AKL ( ? 70 of Sawma.m AS (&FF wNioAr om I 11 " UK W"� 5 L ./ Km , 11, I A M OF ON &I FOR -5i m keAn4K m , � NY �, D., _5&� - 14t Itch ly or 0 1 "'m I r.0"C" --" - - , --j. - rcohKmr�,D, 4�L To FAC ;TATIE � mkcavt .C�m / I I I 1. ftXX'W* CQNCXM *K�405 - 10 ff SWALLE M WCUP(WD 001061 06W MIT so*mtkc M-.,, - , , ­4 PANELl" & 'L'A I of S"AnAf D - pqrT I �) ELEMM-M WALL .MQUNTING INSTALLATION WALLAND FLOOR _MQA&T1hQAN3TAUAMh SCALE sI12 -. I- --: SECTION I W.kE 5/8' - I' - SrCTION-2 ',CALF 1/3' - I* �_,­ ... -1 0 @-,p CQ 11 - 1* ", z; . - . ;t z ,0`WE Ot. E SAFV, STQRK_PAbL_S _:5I1m IWALLARON ; 27:�A - 2 - , /- , I _4n;:._�I_s I LI1L iMiLtv $TORM PANEL CAN BE LOCATED As AN fNO PANEL (FIRST, 04 LA57 PAPILL, Oil AS AN INTMA PANEL- (AW PAWL LOCATION IN INTWEE% END PANELS) e dam, _11.01.1 :c�, lw.s LIFE SIJTTT PANELS car I* MAYNOT K INSIALIES AE%WVN1 TO WGIJ-AR PANEL!, 11 .1 ., (W/ OR W/O Rff'AA# IRACKS) I:) LIFE Ty TX16 �ANEIL CC*r*WM OF 0 D39' rA4 vANLZED SWEI. STORM PANEL AS $ECTION 8- I Ell r " PCIPIE SHEET I OF DRAWING �C,Af 3/32--I' I,vS PANEL Akk(yir� It . %I f IV K RUACVEO OR iNSIAAArD (AMW T­IF NSwrf OF . TRUCTURE , " , 0 & I �'-041 IRACK T11 ,,%, ....... I—. ...... ,.;� L SAFETY PA#fLL RM.01WILS 10P YPACII TO BE COMPONILN' . " 9,1 71to " FIL - Fi� $04c'. 2 or 71413 wwwc :110-1Y, - - - - ��,'S' 'It' I �111x. :,tk.rW, x .",.L! LID WALL 00 BOOR MOUNI'm 1*041-1*4c, _%`C.7ees 1 6 4 -,q. - ,,,, , Hr. � AS wiL, ." I (A. AS DETAitS I a 2 ON SHM Ia. I -,N .: ". �,\t .., .7 *" . - N FLORIDA BUILDING CODE (Hir VOMOY Hurric,3n6 4 ­ ,[W,IH FOR COMP- - MOB. mc.*)p ✓SPAM MIT VIFZI�ZIOANCHORACE AT 110rom IS CIVEN ON � SCHEDULES 4)4, 2. SWU iC COMPORL"r UAr It PIPRMANUIP on ki y1r,"it! i I 3 SEE DETAJLS r?jo invwAt" INTO WOOL, rRAmt FOU4.0005 ON SNEER1S i 6 UL "JET 4 TOP D(1A.L ."CAOLIE TO THE NECCSSI11 FOR r.f N-STACLATION I SPACM AT YR06CXS W04irr ACUACIENT AND INE110010 70 q%f[1/*00^ RAND I __ I .11 thmoo. *r . � k -%.,. O.... •* It * : I - Oft I' . -, ."m FARM. W_ ----.-rl - - "" -11 IECO..c \ / L - GALVANIZED Sfftt STORM PANEL --- .- - - I 4 z PROTECTION PRODUCTS, LLC. I am S's 11 Vim, I'll . OF I - .... � ."** W -v� - :1 / k1A a a CANNICURNO cow , COAL rL 312114 20-17C 9 ", I. N ,114_10�__ - - .11 ft.i_","f/.. - 1-1---M - � IRA ­_ CA-co"711 -"A & ILLY PC '. - .- Saim-nalL FAX: tft.�_Soet tT­­z1_ '_ - - . - , - M.mec .. _ , ,�L L _ PZT_�� - - , , . ---------J----Jwr '. y - A?JMAPLAIS�V VU*m._?mrk5_V.Rf_Wm, I - "1.1_AHQ_QmF.5EQ1qv(q.; MMIMMM-M-EL -LEN.Q'[h _"L' SCHEDULE N" ONLY FOR t.h;�� &&2 %15'AL-ATCAS k� 4k SICIICWS I TKU )O, ON SHEVIS 4. 5 a 6) =W 4! �O. - � : P41C vae �_,,,il! L 1r. # a= I m To OLM 110�to. w 1 ....", "A", -.,I ,!�Sl � =__+---- -++ JSASIA,to _ . . 7- __._1__, .� -S&S. -77.6 I '? -s' 10 W-6, M. , a 3/., Im ,.,w S a I , - -_ ,- .. . -110 a 1/2* � - &0�76 A, I , &S P. 1,0-r ra ,I--?- .. I 64 MIMN - .T - Imn . "�11001ft"%W, - 701'-. -1 H. 4.­ 1, V, I . , I I -,­. . OXILPOM OP 1A._ 4A)(IMVM . __ALS.V__DESIQN .PIIM-RE--RAT]140--Iv-,i,.f,I-AND.--r.g.M$:P-QNL)lt4(i � - SPACING SCHEDULE FOR RLULAR =RM PANELS I . &,-!A,. IN5TALLATIONS INTO _ M, �, r ,tNfi_CDhCffjE CONCR (,A,';, %Wl I Ve 'WXLS (�)& t(;II 0FIA(AA0,116 AS Ofill SECTIONS I THIRU 7. ON SWEETS 4 Ar 51 _ - - _. - .... W� " 0 L_ _'. _1_11 _ I.- I I - I I'-, -_ - - ___ ... - - I - - - --- __ APF4 to m �,C., n� C, T,P-Q,. I ­ ., I ­­­ ...., I � ­Wn. PLUS ,,t. oaf . , � p A �_. �1N11.1 �� IS_W i- __ 0 - I,-- - ,,, . !, ---=--W-- M4 C010.1� JkCTH 'L 1" , •, , � t, . C.-j" 10 mc. I "•� ",I t-pCIV " -.W-, 'j­1, - ,�Srm: cmemm a 0" .. ", ,­ __F " &4o, 0 ". & ", I i- - - I . -- � --- ---.. - -- - , --- -- Team r - C' - - - .�� N/A N/. I 6' �;� I 1, ­1 '. n,/. , fnw, - - -­ -­ --.---- " '. R/A '. __ 4' 6' '. I .1 , matit ; � -.- - - I - � -_ - -1 - . . N". 6' I N/A 4' --T-- 1. . , � I I - I.- i . . : '�- - 0.,- .. -555 -120 , 1, - , .., A : ". J' 11A _ � J__ .' __ Ik/. ff- V/� : I .. . .1 . - `1OPj I'-$' 00 LM On LESS t , - i-, - - _. _____ - - . � � . . . . I I I '. .. '. I ,.,-!­' - a' � q/. - - - , ____ - . - - f- _� , ,...a,_.T..,;:;W I ., :* . "'.' , , 1 - "" , , , I, , I , I 1. I') I . �, _.. . j "a- ­]­­!-__­,­ _ ' . �.... !- __'.. fir:_ - - 1. - I I I . , . -----I , -1 !�^- ­ � A ,,, " I, , I , + , I" 'T1'/WIrK* I i 4", � ,,x , ; ', '/ WC 1..101711 i:1 1� ­ � I'm . -P_­ P50 wrou..00" WOO 000 m" matift dr^%. ANCH,)R "X S arr ­ WGI D$i-A ." WOCRIT OR IWIS w410111 FOR (11 LKISS TWA 0101CATED Ca• 9C.4111a .1110C ..D.O. SPACING. 0. -"^,W %I.C*c %,ON ON SC-WAf W IK AtILADWAG FaCTOn ITN THIS OPPIATKIII TO BE WWAAkl Mt.' ACEL, 1PAIX%I OVIAPt'l) AFAC"TIP ", NQI K LISS 'Mr, ­V S"CWO IMSPA.Ito 'CA I— ­V "n At WI ft Lf"11 77-7 wi I/-1. I IAppF I , . .041U.01 ff - 1O_x IF � __ I _."r - 1 __ 0- m,t , 1 ­/7 - J,/2­ AQRK CA 4WK SMOKO i . . - 0111111111111 _11 00- - F___ -- __ - - I lit ­ - I r - - I .,----- 1111*`'µ n !14 j'/' ;',,,, , 4-- � No 4167 '. 1 .*a -0 I '. , , _Z#E��=�_­_> , .. .* -, �qa,', "O"..", 10 WA * 111�1 11,,;%, ) , 0 1 � . I '. 0 "I",, � L , - . - . - , , .11. f ".10,­ -I­!,I.N­*;L­ __ - I � i BUILDING CODE (High Volocilly Hufricone Z•. , -----FLORIDA .;,. 1­ " T 1'.; GAGEGALVANIZEDSTEEL STORY PANEL, 11 I I 11LIECO.." .,/-& "'N' 11.11AL PROTECTION PRODUCTS, LLC. " L .6m S.,�, NINCIT I - LIT M"W 6 ltmm.40-00 EOMAN, 1 . 3"'. 20-176 ,.. - . - ,_ �n - (Im-.1- - c`c " _­ ­ I—., 110AIN. ,�, ,ft (m.pen-a", ON " ATuA A. Ps -T---. ­_ _1 � _. 1I - 11 :..Io . ."a, 'Cam, skm p,mew, W/ DEjA1L�_,F_0R,_ EGULAR PANEL5 1: & j ./ -"^""0t0""'OC.roe INIQ _EX15TJXQ?_ __W . Aamn 0,iCt.. �. 11 , e � 0 1/4* O-C .QQQ__aT , 7 roa tom" Vp X, a -6, AN. on #-a .-RUCTURES "me"t Qvlu o OR '00106"Im PLUS• a - .____4--, ---.. - . 4,9,o c 101. I i/21 %r. THUADED ---t­ - - - I - ]ON m K.". ,06, ALL LENGTHS UP , Flm Ir.a. . � : '! , IRO - I`= S�.w,.,:; I � . I I _-I ♦- -XI wmf* I ! I" . ......... __ I I . ,__ �t L, I' �4,,,� _­ - , -- """F "v- . � I 1� f , I') � ..p . ,Oi �1 I I I - � - I � Z, ., I ". I . __i� I k I - - 4 (ICI - � G, I I - - I 2 'I,eme­0 W I i !7,r= � - , . i � I I �r � 4 3 �L­1964 I I i � � I I I - n___ - : I �1� ... I Wc­ ­p *; � I I I i WcwACF i [ I. __ � - I � ; i :1 , I ; I IT i � Q.PIM - I I , ­­­ : . ! - .­11 K,00�. - I i i ? 1 , : A J." ! ) I I 6 ALTERMTIVE I ALTERNATIYE 2 1 ! - - t 1 _1 ___-- SCAI $/P­ Sr_q r 3, IS— * :-­.- -I � A A I I I 'Ut I %_[E v -9 I I i . sc m sokw a : I i U�d m ­ sfPARAI_ I a : ON ��, t 4 ;_ lo .�s ,,P z 6 �. I I 1 =-.0; I ____� T �_ mr wk,. I I I 7012,m � � 6mv., � 77-J-77 �� I Ec'! I . I _ , �­j 2, -_-*,g� 1, to I - F - tL �: �Lr_ ; � , .al==zA,4_-; J� I t�� : I - .. . i � I � EQ, To � Eo: '. - _. -- , , T�f, T- - - " '... i- - I 4 ll- - ;1- . lo� � t � - __� I " . fit_ I V ,,- - I I ­ I 1��_ "-- - i ; aco" - I 7�...ml .. . ' . ", -,/a* ,O,r: sk-59 mos,m , . ­­ I? .. I.- �s .Wq � 2aw sb .3 F I ,/a- cc A*1�*!_4~ I .7 PAPA, ,f.vl.s L. m -D* AND 6 . r.__ I ,I _j , I v , V , 'OP 41c" .p TV V-11 , .. ; ; V.4, -.ft . rA ". w ­uwn ,[.,I Q Do .m,.ft � PaNc.-I, ­1, * 1; w, I r SIT. I " -, , ALTERNATIVE JW ALTERNATIVE ! '12, ­ I-Ac"D 1tkrFVIVI At - , , , , SIC" 310- " sCAUf 3,0-,' ��.D-'- .,., c.4%. vamo -�.In m. _ 1.­ , - " I ml�e .v TD o'-w � 1, , , - 1 A- __� , . I ALTERNARVE �NCQQ. FRAK ? COND17IONS & ANChQR.LDLAjjM I WIECT BUILD-00 MOUNTING INSIALLAT10 SHIJI"')R tRA"5 NOT S"DWT4 rOR LIAMr, Z9109 1pWLWm ALTERNAIIYL 7 1 srAr 7/m-e NCALt 315-" -, -,---- NOTE& "'o ,­­-T ........... PIS, ktf;p rf)R OIJILD140S AS L Ll. I�C .1 t� "-,' I.— ­­. - -- I INSTAL I. A'iON' AKF ONLY VALL) *11H ­ , jP TC -'.,' ',. - 72 0 PSF AND PANEL'S LENGT� UP IC u 4 t E6, -, .9..,.,Y, se ... 2 t`;jv NEW WOOD FRAME CONSTRUCTION. AIDOD MEMBERS 11, ,it ",,')u'HtkN i . ' S " 411)t .. I'M NO2, W/ SPECIFIC DE TY OF 0.55 OR -_(1UAA_ ! .: I3 o L ,% = 2 . . - _____ B * 1 2 . g _414V -,- KIL EQ3.fQK,4hA1IQk_X_UZT" S .. ST, it S" , At "..13V lz�� �10, CAN BE ,OP & 90POU WAY ". - . . L,-�'-,�,_: ,,, ,�i­- - ­,A517 I OUR" I) IN AtIV WAY TO SM ANY TO "I,." INS'4,AIION W"ZI.C. .1.11-_�1111k'-m.�,-,-, -_ - - --.-. - I ­� A. ANATE o' 11 1, _4 '12' _ AT END PANEL Tj --- - I --- I- - - -7-1tjr- I I , � ! ; , I I I I I i � - I 1 1 1 ; I � . , I , � 0 VI I I 1_ I I - I I I I 'I,. -1 � . �_ I . MR ­1_1. ­ __ I I ­ I . - .-.-. i L� r - -, -_ 4 i ,,, ./2, 01 I I � I I '. ... PANEL 1. �. � I I I � I � : . . I � ­- . y I I � I:) 1 l'i , , � I - I I � : 11' t-ls) .�- :- - _ ______ ---.,.. ,�; !7.--� UA IT) wriping P�Et I tl� nC, - , SCKOUI 11 ­­ . #L ON 7 , �- 3" - Fm A. - -, �,, .�, . 1� I 6 - ANCHOR AND, I OR OIREC1 .D­ SPACNG SPACINC, DF-AIL T I __L_L_WAjJ_ MOUNTINQ N T1QK_(APTJA'e�DSCH_"E 1 ) A_STAL�A I S_-Ai ,/.t' - I' IL MAXIMUM .A.S.D. DESIGN PRE550L. RATING (p.s.1tj AND CORRESPOt4DIH.Q,.MAXIMgk-ANCHOR SPACIK SCHEDULE AT CS-2 FOR INSTALLATIONS INTQ_�_QNQREJE__& CONCRETE BLOCK S-IRUCTURU I . . . 10- %q__MW.rtT Cr.10Tm.-Qf a hLti%v. "_ u__ - 3 !x. - FLORIDA BUILOOFO CODE (High Val"Ov Nwvicane Inns ­J� mlrco. WC I I C GAGE GALVANIZED �TIEEL STOOM PANEL rp �,W - o'em"/n" - \ I IL I E C 0.111c. �- PROTECTION PRODUCTS, PROD_U_C_T_ S_,LL_C. ~­- N slotw _. '1 1131. 1 (_IPW`_ 15­. 1. LobaMG-11 - IT, XIOWN: & CN0,IIIIIIISmO copma.., .=_,.�. - - - - . - - - -' -I- 20- I 16 �_ L_ _ - _ � --i - �!%.- "� A�R-_--�_-�_ - , , . �. ., . -In A fur .. FA r1P.iA L4 1 .4167 . �_ , b -CQ%ATF t IcA%1�11 , 1 ` � . C1 )_� I �8 Al I ,(' PANiL - .- 1 7uoS a , I __ OZI I I .= - : i­ - . I ,_ .,.-- � 12 i/2' 0 C ) I . i I I � � I 0 HOLD Fl.*L--- � ! I I ", (cm 1) 1 � __ .- _'_ _.. - - . I , -Wr . - ! I Ain. , . (CAM .) I I I i . I !�� I 1. I I � "I... I , , i � , I I 1 � � I I I � � I 11 � i � I " , ,I - �-jj � -_ � I 1, � I " i � I I I., ! -, � I - -----' ­­ . _L'. - - _� � ­ .� n.F p I ...• __ �: T .1 � ��:.. . ­ � .. ­­ - �� ,� su 11� Sc SIT T­ llmt,1,10 FQ41. �"- OND PANEL ��to ,4 B vl,frw . -ED'Ar , 1 #2 FOR -'-!.? foar 3, ... AMCHM. OR ANCHOR 5PAcw Swe"C DETAIL 2 QDR--Ng-UNLI-NgJhSTALLAnQN-.C,A-Uttr.A5LI TO MHEDMIW" scjlf- 3/.6- - ­ MAXIL&M S.D. DESIGN PRESSURE ,RATING (R-2-f-I AND CORRE.SP _QNDIK MMNUM PANEL .LENGTH "L" 1WF1W_Ab 1. I .'00 FGN 1"E_W_V! S,,Akl 11,'-: 2:1-14L 2N_�ll.m, - - F LMAMN I-- I r-ea; _­!r.�_- I_ va - clI ­Art.'eCRAIIA11 QAA �- -f#.j) '51 m- � - - ­ - " L Ako- I 0 IW-G- -- PANELSKIII FERAIJ 10 rAMELIA'A " APP=, 1' - 1.4t_ "q_ � -- ----- III F_ , -CIF- _Fo_::­ f'6 to SE- IP'S 0 4 ­ - - �"',I� " , I To - Z& I,- k0­ , ., , " c0homm 1 "�' 11U)Ca m-cami, "Im'"ni Ko" zm!- N,ocx "'I"c""T OD1vAm K= -171G.-, or 1�. - - , 6* �i�A_ I ML !/A 1-w. , 2 (TCP�l -..-- ­.... .A�, �, ". _�.__Y.­ A �1�z4+11 V­ . � I . 9' i- 9 _�_ 11 _�/_A_ 9. --f-T. 9. - 19 _L�& - - - 1 gPollom) ,I .�� -11 , � I I 6. - -j- _�/A­ ,�/' I/A_+ N9/�, L ' W N/A '. N/A I & ,! (-M',� , � ; , � ­_.- . �,� �' .,� v, � 5- ­'i;­ I ? ,/.,. 4. I 9. I 1. I Loortow � � . I , 45�%(I -7ZO I - -`�T, - I - 7� __T T [ ;* , 1.11 � 4`1 "t. --t _r -_ _­ ­ i - IC '-Il' -6 . I - -.-.---L-,:--J- "* , N/A - .. _4 - - I _&, - I _N�� I --I- I IS 7 (TOP) , tea"OkIJ7' - ,- I . '. r'. 6- 1 f, C. I50ED01f 0 2__ $Ua: ILC�,'! -'­* L :,O0fl"6 -I 807101II-11- E.D. .-. J - k' * I -AI &SO ots" P.CS31`%1 RAFNG 1; I,_ 'XI - toA 0 W - ricg, ,,, ,­t, ,:W I K&C IF J- . ... . ......... . T..�___ - z __ - --7- - A, . ­_ -, , � !,r4"l"- Om oo,CK1 M. MW W W �J� - ""v", APPLCASIE ID sEr-,O, f & b jl" Co " "L wc OF THE" .AJQMUM PJU.EL U'r.,, %, Ift 1 .492 _I,1� 1. i 11' 1 4 � /.' . , ��! 2 (9DT73M) 7. -a' '). ` " . E.n-s 7�c , _�F_ 31 1 � , - '. __ /'-t' OR �Es' ___ 2 �BIIM-1) ­ . - _: , '_�! - � -, J .- -9 :!+ M. 0 1, 0 .- - _ _____4__.__. 7 1/1' ! 4' 3 1/2' 2 tBOTT:01 __ ?'-6- OR IE-S - > 1 -6, ,a e -0* .--L!-/K-- 7 1/7* i-I I- . ....­ ___ . _ "!/A !�'�-- ----- LlPCIT`Vt ---.-r,- H/. - N/A - , I - 550 ,01 I � , �"L 2 � -%x. Sol .U) ,10,0. -no .-A* i I X` - � I __ j --." - - - - ..- I A4 OW 16 " W_4M TYPL & WACIt4 Me .3"X,.Al� 1� N1, WtXO FVAIAL WALDIMIL -­. 41,10. SPW110z AM MANUIS EDGE (ASTANCL � 11.­!,.� "I TI-IS SclWo". FOR , U It's I- �*CAICD ON W ROME Aw'001 sp�­ e, o ­-G SP.CP4 %� J. �,..'Wllql & IWf rut, cow FACTO" FOR 1.m 4�turl_ I 01 .02SAks PEDUCto S.A�w �0*.­ 0 IS-C FACTOR SkALL NOT IF LISS 1� ..­ - 'I'll ­ 0K)WAIET, IVP U4. aM;HGA 11ft AT APICK" LEWPID 0101111011 Tw 1 1/4-4 1/4'. I/V. , ,,�'. "..., IF "-w POWMAWE F-ARAW" FINALE a p%MS _­ __ " � Ift 4CHM - mii� ­ - .... � , 3 . ,- . �-1��- t )I OA -) I I 3 '10, 3 ..n . . ­ ACPJL La T amem I --�t- I FACTOR F , -_ m I I ,/F . . "111-141411,10, I r . i 'N � a 0 . I `�;,. TILI,$4 J'Ir I I - I I - I - 11 I 1� , , I I ' ' ' "I 1_� � , , NS, ' . - �� _\ , � ,�� I . , .1 N�.) 4-IIE-7 �. 1 III . #1 �* r . . � - . _. - ­­ I-- L;��.. ..pto F, 1, 5 ", ._ 'N�,_,. " . ­­.�.. , F11­­­-W, I/ . I IL sr./Soft-f"XIII-111 I rLORiDA BUILDING CODE (High V*100V Hwl;cO" Zu ... Rmm MTM. - i 20 GAGE GALVANIZED STEEL $]DPW 044T 1 I ,," . .... �___ __ ---. __ .- __ - GLOBAL PROTECTION PRODUCTS. LLC,: - - -, 1�1111 . wiseLIECOINIC 1 .am S.W. $1 170101 - - , *1 6 - "'e"L I"" 20 -176 ::- n " - =.,U, ,.!-. =4 )W-Tu% me. t&1a)S"_mp -- G-- I -­774; . I _ _.T - -1. j - I ORA-0 - - ". . %Lrr ,,, PC 4414, � ­­ =-� _iL__� Vam 1. �n - IAXI�AOM I A__?M5_V_RE!�QRB..E,SFQ,Np&Q__MAX . .� � JMV . . M ANCHN , - ' " �PA,�j _ _N Q �r �,,,iE(lt)IE--F-QR--REU-L6R--510-RM-fAt4EL$J,-&- 1&JN$TAuLAT!QN5 INJO EXIST!NQ - � . 1 _.Q..._ BETE & CQNQRE11.JL9QK_5TKV0VK5 . X,1:2 1'. . ,0� "' 7. , �.i •A Or' flf�TNJXIONS AS PLY, SIECTYAs I TIARU 10. 004 SKZ�n 4, S a 6) - .­ I __ - . - . I IA .AWLA� -W i, I, .P­IM - E�;, (" I I. I., � . Scc" - .­­ ,n%COI � ioa,�i10-C- ,� --_ - ____ .. '._F _CPCIT " __�CONCIETE 1Lcoc. BLOC. i . ___ _ - I - 1� I 1 6' /A - I 1 , /. ,;,� I - . Tc.,� . --- ---I- - __ _. __ - . ! �- t N'. _-J, __ � __ - . __ - ! r ^- N/A tI 1, I - - --- __ - 1�11�IT,W) ­ r1` JIOP) _- >7*-5' TO 0'-$' I I I .,)M) - I,,1A . - 1, , 'It ! �61 _. ", I,- /I _ II/A - 6 - , - . - 4 A 7 �LtdITICW� , .1 I " � I ,� "?, 6 , , � 1. , I /. 11/4' ,, _. _. � , - . � i I S/ I / "/A . tq/A - 5 (TOP/1107061) I I r� .. I C, ./A' . - /,' t; ,/4- ,/, N/A 6 �(,/OLI 10TTOIW) i ;�b*-Ilt * 2I --d : � "", 1 6 7 /A* . - - -.-,---- � 6 1/4- . C 1/4- � N/A . 'i A IS (rIP/WTTEN) -1 .6­8' ',' 11 -,-- � I ... . _­ ----. 1-1---, . I 11 ­ 11 ­ ,,,,, _ 6 I'., I , . "', t. 1/4' 1 5I,,,- --- . . 1�� - *. S, 4. '0 'lop) " .". I I , .: I __1)M) I - 12'-4' OR LESS ; I , /I I I ... __ I �. . , I I I )M) I ""L. , "': ­ ­ . I f, ­11TTII % 1� ,d11. ­� - ­ . � I T,iAm *00 '14C 5� o, � ,X"LIIA 1 14 lt,.,., �" I . . 1, ,, ­, WI-mp ^N.' w, I Ze S�L *�., .." "R � .C.-M =." , -­ - F I . . Ir If � ,-. ­ I ", ."­­ ...... , i __ ,:" . . .. ­­_11 . I . �..!./.10`111, ��Z, " ,�%CE ".. I I � 1: i I ,�,--.-;�-, 4� ..• , 11001DA RUH I)ING COOT (woo velocity 161,I"ico.0 2 - � mipi�_ 6, I'll .1 I I _�_A 1­7� p - I � - I I � . � 4 16 7 '. 11 z �. , , I 20 GAGE '.ALVANIZED SIM STORho PANEL I _. - . 77,�' 13� It, � - 1 __ � _. " , . � ­1 . � I I z ­11 �� -- _ I., 97/3111/3010 10LOSAL PROTECTION PRODUCTS, LLC. . : C 0 DAN, = : 'j ' •_ . ,. -no It. O, S?W1 I , ­1 .....J * 1111111",` �""_ "' I ...IOAL 9*0110-7w 100, 1­46S-119; 20-;Ie d1L , '.#;�' , . I I .. - - OS"M M. ., - 1. I .' I - ___F a F - .. - I --­­­-­------ � - I, ,,�_!,,N,,r,,-1E HI�Iiwol�- ------- - - E I �_ I I—. ,� I . zl�', - , . .'�. ­­ .- __� A." t" � .... � - --- : , 1'*� 4- J_� tart 0 W 10 , ... . . .:.,7! ,-i LRITAUATIO _QL'Ai.LS FQ_R KEO-QLAk P -1) & JA LWM_&1;STING WOOD STR.KTURES : FEELS � 0 . 1, "NCLVAII 1-06 � ll�­Ic PAxnMATF PL6-S 1 . I, , "t I � 0 PEt`NIE1*r1A1�').`,4., I 6 * "' %= . ;� 11�'1111, I, 1, � !� LA, IV � 006, NrAm. I � � -,-,',.,,',�t` Cxr,TtIac WOOD 4AMP Unrl "MrA I r - . REAM r ff0CW'_T0W1 .I. *0 - I­T*C ,Krn KAtIf- f____.1 : ;�'. , ,x­,,- . � I � I low" - . �' 7 W` i Im,­&/V. � I ­ I :iil ft 1 I AK � p/.". , � , 11K � I j I I .14 � 0 I : 1 - , " 1_1� 11 I i I . � � � I . ! I � $1. . 1 cvm.vw IF I I - - j I , i 00ow .I" Q I W­ REMOLD � t - . I � : _ LLT-rL-1 ! , , I - - ; i Ij WI� : � sr., SIL:.UE � I ! I . I . , , . ; . 94T a I � �1K, $1­Pe, . I T : . C� � 'K .- . , � _ , � _.. So : I t f I � , 1. __%�11 a " .. i 110 . I I ­ � I . I f . ! , 2'.4, *000 PLATE � 1 - AT � i -.- �_,­?­ � 1 -I­­­!�., " V, ,,-,,,,, " 1,,, i ! I DIRECT I %4(.IyN� 1�'_, I I. ,"_A,T�I)N ; 1. I , I NOTES: 1. ,NSTALLA%t) !11:1 eutLC-04's , I I I PANEL 'S , E 2. FOR NEW , I m "If mp I, - __ �:F' - ­ 7_QL1 Op a BOTTr. COMISWE0 IN C1,_1,1n.-V, zl� .NSr.tLAT#ON I AIL. ,JFII.­ - , '.,NO LT.w.11 I . I . 1 ­ I ; is . . I'll, I I I � ,,' , - , �I%l If.'. , ' I , � � Sax I i i . � 5" or '.' 1,t 'I Im" �AA .- I ., I I- i - I - I ] �, I � 7_U___ - - - , I I ;X'L"V*, I � . 1 I , 7- - it - I ,,.r at. , $ . 4,4 IN, SCAM , 1 , - I 1 /2. :46*TMDI�x : I � . i PENICTRATIoN AT I I , wor"Ot. OF PLATE f � I 114tu"" AT WKWI41 OF fUTE Waul. K,+JNT TYAJ. ?-!)_VMTING INSTALLATION DIRECT MOUNT / WALL-V"'NTING INISTALATION I A.TERNADY1- 2W -.111-­­ � ,, I . ALIER6AVY.i., 1M _A, I ,�,,,,� ... T'I71"', ", . ,,;, .1-_ .. , , , .mtE 1­ .r � I . , '��_ ,�� -,ftj sIr .." , .; FLORIDA BUILDING CODE (High Velocity HIMrricone zone), ---,.I - I z '. - I ;,I') 41 7 Wwa Xneo �. 20 GAGE GALVANIZED STEEL STORY PANEL I : * ! I * I ..;: . /" - \1 GLOW PR07ECTM PRODUCTS, U.C. IPm 11LIECO.. am * %, rmr I ., . _c_j izjT`-q5-io­m& 64TRErkwo ci5io-"y an/ 1. 1131. 20-176 ! I , , N. �' I .." (�)msa IS., ,AA (Sw4mm 4", .jI ," 1, - _z.*__1_1e`�1=__1.__`_1_" " __ - Imamms . I �, .��-'__i , 7 - _:R�� --- IN - ",/�11. - - ", - - i 1 __��_ 1 - I - . -, If � �. I - I �� -71 � .1 . 34 ,= "LOT I � , . I .- . --.-. __ I -_ - - _­ _­­_ -..-. ­.- - . .. . ­-.1 _..________.­_._ INSTALLATION DETAILS FGR..Q?jjQN_#,_LjQ&_UEE__aAEEjY -1 I - .- .. ,U .-- QRR I- ____._..._____ � PANEL SYSTEM --I I =_ TiI T . INTO -EXIS - J,1KQ)6L0Q.Q �Q�T ! I I I a.,�:,;: I � 11 T . I I i 1, i. � i -..---- - I 17 1 1 ''] I : � I � 1 - � ...__ I " I T I i 11 � 4 So', I , � � 1,. , Ec� I -, oez�,. W , il � � - I f I � I 11 -5 I . - K� m � - I � . ; - I . ,-a- - q -- t ,, I- ;? _.- __.�_ . . I " : 1147 I 7 I �C: - ­­ I L" -.7 t -il !, MAY 1 2 . . I I � . ­ .... . . I . I'..1 1;1, , . - , -, W, I INI., I _,, Yrklo r 17 117' . ,' - ALTIRMTIV-LA , �­ � , �, - I Ai,.:�KN/Oil/t - 1� I . I - 1 b..,�, � �r I I 6 1 . 4 .. 1� . I . I Plans Virtual Review Assist Inc, Review I- .. � � - _1­ - f ,�. � tc� ,i2 i- `­�, � . . C I for OMPleted and !pp,, . compliance - appr., with the qn,) ' , � �w?=� t " tip I T� -- - - to: OY Debra Anne K 'j "JC 7th 7 �Q � md=xmrl� T lahr PX2300 1 � EQ, . .... , - ------ -,.---- , I I I I � I 1 8 C­ ALTEMAT]YE-.3 ALTERNAT;VE 4 ; I . -1.11� !�"_2 I �­­ zc,.. ,,',�­ . __ __ . 1. - !, J�RNATIYI -WOOD FRAME -=1T1W_A ... AKHOR , . - & . -19C.A-TIQNS 1. 11 "., .- WAS: )"W'. 1* � - ­1 i "m 5_mrR .PACTS W W_ 10. clM`, I I � !,� '! T -.: t - ""11,0011 . .""'. WALL MO 'N *I i `,, � " ( - I, ". T."It � ' '6 , * , 11 ALTU��-w, - - , �, .... 'cN" ,-.9 I , 1� 1�­ '1'1�, "e .. I .., � � , I , � _a . o �t � ------- ;01 1, , I --rv-� ____ .7-­­­1 rL.0010A RUIL.0146 CODE (High Vvotlly H,ir canit Zone ) � . - 7 " _7 _21"GAGE CALYANIZED STEEL S101IN! PANEL I ­ ­ � _. ., _ ___ � - CA , I mk" or . f - I ­110'' �,r,i ,., ,�q� , 11 I I . ,." , " , k, _-',4:��t­- " , - i -�­r­­ -, - 117/04010 , ,,, �:.�, � , � ,,,',I �: � , , . I . - i3 , GLOBAI PROTECTION PRODUCTS, U.C. CIL'IL - , � - �� I-•- N - . IlLiFECOIINC -,. - 7 _11?0_-�, , . _L.� , , / _W1. � ". � - : .erAr.. -_ - � ) I, - _____ ,"', "f I ,:�� .r. m3mo �* 00cow"Wil C "' "' 20-176 11 ... V,.ol'�� � - `.,_ �r� - i_jmmv­ ,,,� ­ 0'..".. 41 I - ., � - . - " , Ofte"Al - . � ".., , �i:F_­!! - � 1 ; I ���!, 1 7�-_ I - " . .. : 11 -1--l- I 'r,�!�`,, _ , '. - � �._L_ " I - --- ;, I ­1- ___� _ - - - __ - - - - - - __ --------- - _+­J (D (D r- V) _(z (D -+- -0 > O c- = _0 0 (1) 0- 0 L_ = cz -0 0- . .- 0') m 0 Q) m U) (2) :t:f = :D (10 -(13 U) (1) -0 L) 0 -0 -0 r - C:) " - .- L_ CL) 0 0- C -9 ?: -0 Li- - ICU 0 > U) (D I, 1 0- __ C-- En m 0 .I m CU ca- �-- -0 .= C/-) < (n A a) (D C_ -+--a i U) -1 cz > 0 %_ U) Q_ CL < (1) 0 = = -0 (110 0 L_ 0- 0 a) 11111 L. (n m L. co LU < = = < I _j Q- SHEET NO. SH 1.1 - - � - I ...... ­­­ - __ - .1--_ AhrI-0-1 "'Er .r�­,:N_ .,I slll"F­T.� , , ". '" A :IJ'. - a' MAX _hINI , 44/17. SAI 4I SI I ,,, . MeN � * sell?. � I __ /it. ImmI a SAI OR MITI a WNI 1 u .. - . - D-W 4 I � - - __ !_!!________,________ ___ - - -I," I � C. - . - � F0 0 0 __T 0, , I 0 0 I__ - - --- __ I__ - . � _.- I I - - ­­__ - - .----------. - -- - I I I 1! I I ! ! ! I i I I ! f ) i I � I I - ... -- __ --,---.. -_ - I , I (1).-@ . 5). FNNI � . "' "_CL _ 4M.0 3L.11.11 . .4 7__�_ 1 � : , -1 - - _­_. I-- = ---j " 0-j - - ",ii.,. �• I . �Ll 1 I 6 I , _i­�-;�"_.,�'111 ` SEE SCHEDULE) ,. I -:�,!��-- I : 04ANA, " - * - I ,-I (PANEL LIF-I � .�", I I ­O�, t i � I� I I I I � � -_ , , , - 9K I " i - I I � M � I I run W"O. CAV" : J9 , --- ______ � I . I .. ­ - � I ­. 1. i ! z"It'nx * , 1 - , , " � DIM W,4 --I __ - - __ I ig � I I I -�--_�­=_- = = � ,­ . ___ - ­ _t __ ' � : .m!NI wl "'I"' ,,/ '" T -.1h., z -__ Alf Wt7, IMI OIL ' "A .'V'& -I *2 IT 44/17. WIN. 3� m �.&W/lt 7AWI a "W/20 EVERIOR , .%. 4I 1. mot, Gairm. nw/,* a WAI .• "" - AXi _% (14( %1I CIA, 5141,I, A, !,(, . OPTION 42 FOR__ PANEL - !_ ELEVATION lCAL17 1/14II I/` - w , I I-—-.v- @IN_,, '`I1 .... 4 ,116I �/�II V,_l N. ,I I -..-.� F LXT-LRIQR L SECTION A- RRESP� r,C_FLF 1/w_­ I MAXIMUM A.5,I DESIGN PRESSURE RATING _Cp,tL)_AND `1:�_1_*-_F"H`!!*�N'1 ,_ .A , ONDING MAXIMUM PANEL LENGTH -L- SCHEDULE z , ... I. p1S`--qI6. . �',' I. , . . e ". � i - : I 2 . N0.44167 z : 1 2 = *; * *3 - . : MAXIMUM KS.01 i --- - --.-- Mar PANLi LEWTII I L (ft I wtNiwUm SLPARA;I. PANE, - RATING(p IT 1.) (SEE SECT I ,ONS) I TO GLASS I ',jNDIIION . - +55.0. -72.0 8* 8, i 2 3/4' � � III RCI - . FLORIDA BUILDING CODE (Hgh Velocity Hurricane Zone -_ S ......At . ( , )RIDIA....*- Qmo III AN: j 20 GAGE GALVANIZED STILL STORM PANEL I aur: - .., ., . .. I . -_ - ­ _ _ '! "" I "Oft"OF , ;�OBACMTECTIION PRODUCTS, LLC. OAML 7 11LIECO. 51 STAW, q- / , � , %r I I,,;,,--f&,hw-AwR.-"L'm! 1 ONFIE, IL =14 . -. Nee . . ANA - - " .1.1 "How (lb-)M-IlI-S. 10 NNI.)NA_4"p 20-175 - ,-" ­ ,. r-111-1.1 I - --- -.--" - � �, I . N. , --molas . At, &FAL,AS44NArVN[,MIin NAI , - 1�1111 , - � - i ;_F_'�.'� I - i - ri(II UL # Z011; �­, � - - , IT*i4 ft, I I I A,S ------ INSTALLATION QETAjL$ .FQR OFTIQN.- J2 EQR_ UFE SAFETY STORM 2ANIL.-STSTE-4 tNT9 --- .LXj5T1RQ .-YYQ QQQ STRUCTURO 1, 1 ....i&IO Ili w"', " � ) I I I i NI HEADER %i;lv-fr I � MXt I -II re"';NII ,� I I I I 11 , I I AM" -- t " 1/4-0 TAINIM" 0 0. ,), ` - I I 1 ---- - ---- ,---- . 1 I , ". " 1 "I"I'" 0 " , , ` . - 4 ": - 1 1/4-9 TAPCCN 4 4r D.C. "/�, n �N,(AI Oft A NNI . I : i� I ,�� � AI t1?2* M^ rw1AI PtNIN!"I'AI At *I � '. I I , ��,21 ABI t"RE"D 10000 " j � NFADU il HEADER I I � - , .Exx A A I � 7 4144:11 I I ' it � ' I '7 I I : 04�1 - r, � " . - 1 1 " - - , I - �'/' - - � I It I m- )" � I/ '/'* I 1/4' I I I /A, I .,. , ,,,, 1/1�7_ Ill' �� I /4. 1 -_ - - h u- I 6, I ! 1� - - ..I i "I . L. i , , - � * - - It 1C7J__LL_, . I I . 2- - - 1 , , A. �__ _.___ - . - -`�` - , ;IL I " Mil I " � I - 1 1 1: I -ON, 5=10 I---- I 1 .L 1 - G t I , I� 11 ji . ,� (I ; iiII&I"a I " ""e"N" 1 1 EUSMG - 1UeMAnON � I .,. .. NO 0-ma CIASS '[ (41" 114-ma ; . - *,* MAN, QLASS m,aqU,Lu . � I I 1 ; I 'AMU ANGTIT DXA "M I OI SAFF, 10 OLLOwp I : I .L. I '"" ,FIAI LrIW4 'i, lon't I KLOW) m ow,m i I � . I %, wee, Immec, - . , : ! L , PAW LEAMI w w� I K wx "M I KLOM j 11 PANEL uEmcm QA" f, IN OL40 - - 'M 104&AL 0. IHm 00 1 L ! I .,_;O� 1; . , = -, TO CLAM , SU IDOPM - 1 a � " I . /4'O.Z7 " I (SILL WITI SUOIN) , I I � ss IN -lim Ir I I . it Y. A/ 40 ! i I Ylf'o A 3/3r "AND NUT . �: , � � ,I 1 II - 1. I . I - ,,� I I 1 I - i I I 101" I I ( ... 40 - : I , I: , i 11!!4 � : �I I t I III 0 Ir : � j : I I .. I . 1 prKIRAI AT � � ... I mKIDIVIVIL 01 HAIL 1 I I• I I-- I- - - r --f- , � . �.4 1� IF ­,, I 4 _t . � I : ,I It - CIO' � : L=J� �j COE � � ,L I' 4 -Ima,"FA-. F - I : I - i . f I 7'7 -- . -- , . : - ! . , 'a I FIL I �- L; I I 141 .. - -0 CON' . __ � I � : ; - * t­1 IC - i , . t . . (4'3 % AT, , I 0 L ,/A -70I IN/ : I , a'. A W2, NNTI -, � . I 110 , 3/32' III I* I - 7 �VS 7/9-ft3/30 WASNOT 4 1 WIND * TC I 2 1/2 0 � - 1 ,/Ir.�/W WING I 'NASHEIN (SCIDIO) - 0 A "' 0 , '" � I W "I's"EN (ar"W' . . 0 I./4's TANCON 11' aC I � - - - - 1 4*0 uPCO. & UC NIAGOVIED O/ SITUD) L � I I ig= III C w, I . ), ld2"t!WM THWAM I I . �i., T-OtEADED "Otto= = _', ., . AT .IDWCT. ,, �­!, � i . .� . . I AT ;"or ANDANI OF PLATE I ,;In WDWKM OF P%Aft � I I - , I, e- I .,I .1 � , P,:4000 "I'LAIL wow "IE , , - -100 ,'I ATE J -I!6o", 0 I.A4. FULANCEI 'rI,,_.nf . MI&ININI WALL 1111CILIN37ING INSTA"110 WALL.-INSTALLATION-INUALLATION WALL IIJIMWIl 1?11,ILATIII FUNIN�NNFQ ,WERNAT '. ALIFUHihu ALTERNATIVE 6AW tg!UME�MMEL ',FI '.lja`.I' 9- I im 0 REGULAR PANEL W&F 3/le." 0 ;, , vp".- , " A. I 0, � ...... li'l N"'I . P. i IL41II, "' NUIL .NI AM I .11. - x lk!it, ­��- ....... `,- % . ,.,r ... A .` L,ENst - . s FLORIDA BUILDING CODE (HIQh Velocity Hurricane ZIL". 0 .A. I .. I., .1111. D. DESNON :41 IT, II 5. - 7?.O 05A AI FAAAI, I UNIT;!. UP TO 8'-9* . �. 4 1 NO. III wow rit"m "ADINSIARxIoN NOOND uchocn To m $ULI 1 : P" NO 7. W/ JP(CJFX DEMVYF Of a 56 ON (DUAL 1 It I.. S1 �,cl%. , 7,i? .. AL "111�-,? , , . �wn .......... i . -­ 'L-'L-- - , . , Z . - nim, � 20 GAGE GALVANIZED STEEL STORM PAI I j ONNI IN, E 6L. - -Aelw , %IS`L_ " IF - ;>, 'At ., Pr V �'m . _ _ ­ I . , IGLOBAL. PROTECTION PRODUCTS LLC.j I I L I E C 0 1 w c -1. - I I -- . �;r. - "I , I A. J* PNKNAL (-W"-,.,. 1. IwH4KN` .11 " - I W,fwmo am i 20-176 ,- .;- - - ,1 -few �`�_ - I � '. I - -.It- A n,"j. li, + � ;.w-,. ww - olkwII r,ks'SCA"UKIDKM . L.- COMPONENTS FQR_5MFa_,2000 & 1000 -L-- q Z HANN __S_TQ_%A_PANELS (SCALE 112.1- - . I - - . ------- I' A.,* Ifl.,A, WIDTH) - - , :,," . __ 2.59, I' - r, _ ,: -,x * I I 1; I - I 1�1 A f.'"I - . -2.2w,--1 05 I - - -6 1/4- - I . ,.-., - - � . - AI N !" u7s, i� i 2 5I 1 . - r . . I , , I . .0C 1� 1, . � � I -- , �`, /. ; . TYP 2L244" , ITN 1, SA, .,/" "', 2 III, Clow OK rmo . ' � I• . .Ixl* ;• I� 2 II 2 '7' , .,,� . mommero 'lp *`44' ' " / QKV*dm Sim \ Am m-613 UOU so 'r , VIDGE ' I ' - DIIIANIL kr' I, � I IT.' 1,T_ . . 1 j � . "'. II (DOE 1011AL A ,,� konaim , . "I , , ,.a c., AD OALV ,� , �� � I ... � ­', . � __j I , , . . , - -� "i-I", I I I-sue--� 4 � ...... , I . - _� I 11 I,,- I ( --- J_ , � -1 m*_ - -1. - 3�'. - $230, , ". . , 0 .^11.­_2 470' 1 . ' 2 4700� � (D STORM PANEL I 2 470- - 11 2 (D MUM- 'h' TRACK (�) RMR=_7U" TRACK "lift's END thp - , I �_ - I ... l - i - I m "ela, I - I I - , i �/' 1, . P25, . 11. , OLZO' It- - ',IIEUMEO Q� � : , i/ , " , I ISQUEBIC, VIEW DETAIL A V 11co, � � , � � L I ,111. � I I k0l,'N[A'.) ':II 0 Ff-TIS 1',r PAAI 12IL' 0 1 IND LIP wi nLMNI t I"t `1 1 750, 1 1 L= -- . . , (41s) 1 , . - , .. MI- __ I Orl- (T".) - .' .To (4-) "J" TRACK(?� PANEL 2"'W(Max.) ALUM, ANG L , ,"MU.R 6 - /A BFIDE -A. ,o1 16 AiLIon. ALLOY i 9 � I i I � 1�1 � II I 1 ­._,�.,7­ -7 = - 1 ,I I 1 T_ I I" 00, I I 1 07 3!W(MEM-LAI ANGLE � ' -.---- I [i,= 750- � I - Q55, Ore.) I . _ -­ - - 050, - T STOP go I IN LONG 6063-TS Alum ALLOY -1 WA,MOWL*4wm ILORIOA BUILDIING CODE (High Velocity RUTH"- Zone 0m NITMO. INIC GALVANIZED STEC STORM PANEL 1_2��__ �201,G.AGE, - -I' - .1 - _"N` - /10 E C �.* _­ ", . GLOBAL PROTECTION PRODUCTS, LLC. 'I "!I/ ' " C " - ANNISN's IMU I i,LiF,Ttr: 64 .0 cow,AN:' .I ,,, Au - 20-176 - - - -."" K _NA I.= -J.,NN alm­­ IIII�I,:Ag el"I'l-IIIII ,.,I-�oft? --.&I 1_._w __ [-;I ONANANAI. Nloe"I; III I raI ; -I. IN , I, A " P. F, ii;w � �._ ._�._-�:-_­I --!- L; L.:::4= INFET 22 of is I I;, A- � IT & _ . I _ - LN$jokLLAT1Q 11NI .- -N. I)LI.k ? It SAUT AN . - .-F jt4j9_ -E.X ISTLN_Q__P ..Qf-. .QP-T) QJ _42- -hQR_11EL_ - LY-5-TTEM.- P � C.L .5 � SX4 .-QV OB ,-K.D ... �Q � .-ONCREU-P LCONCRETE... =C.K_.5.TR V CTV.R E5 41,4' IAPCO% ANI ". �AKON A01KrI1.VM - ,4, rmco,* -w-cors a , 1" CC o AT a c V , I. 40 11* cc FOLIATED co"I TOLIAEU CONI I IIIA'AI lxlw.Flm PI oomlI DR COWRIE" L OR cuwRv[ UQ WAII I L m C.w.111" � I IN CT, " WoURFLI I C, BLOCK nFowLom 0LOCX REOLTlRCD _, ..;:� , _­ I I ". I- I - - r-C � , , , I __� - --r- I 1 17, � - , : -- j L I "I 11 . " 11 I i t6 - I LOA � c:,. - [� I (c. , i I I . , I ,� ; I I �2- I A - - -I- c'", UNIT �,,, � 1AN, --I "', I . . I �. 'r, : I I _­ L I I - - � . - : � � 4 1 �. - %--I ! j -J� I - � ne � I' . ;.I 11 r ­ a - - J, � .I I= I -1 .1 77r�.r-� . IN f � � . . - L, - . -1 � . . I - =1% I , -� I '_ "' : �. L I ; � wer, IF) : � ! - - B, t 1 . i 4 1 � U.'"It' � YA ms"I 'K � FlnsTNIc.jI I ;1� , _� �J, Fxr7NI I c0ISS i ; i � �� � A I 1, I QASs � 4 GLA-_ I I � . Is 1� . i I i T . I i i,, � r I � ! i' M�1, 4 ' ; 1.1f � ! I �I " 1 14 � � - I I � , i i I I ; I." � * , , �', . T, i m I , 9 . . , I i�l I I I 6' . V , r 11.1 -1,11 I I I I , : - - � I riI iiwf;I%w A I � I .� ..A. i *~ i I I W '"" I"; 4 1 ! ; i . I I I : I , I : I - -- � I I , : � ! t. I I ft, I 6 . 5 , , i - I I - (V I I ( fl, E.D A I J, LOA I E D.. 7 1� - - I I I L - _ez � * I t- _- -� , " fial - I I (_ 7 -_� 11 --- - j I 1 ­200 , f_ I I - - -_ - - I j i �.,-, - . f _- - I tl= I - I : /*'Is . 3 Fly �. �__ 11 `­,Q;�," us */ ; ,_ I 7,11rdIN13/32' VING NUT WA$HFEA 41J/ *1140 NQT "'I * , ." 1". I - , 'r . " I r , " 1. 1 .. I* TARCIDNANC,AORS, 1�,, 'AI . 1 6 1 I /2' 0 C x cm" - - I , �11 II I I I I o 4 1/2. OC I la_4h, 1. , .,LL . I LIAII C­&RI ­I�wl CQACANm I LIT coNc,41.f r, " .1 I . I �11 NIAI�I-T INLOCIT OA C, ItEmIRCID I ,:VFIEZ ITEIDULITARCTIE BLOCK [Act) .PALL JAOUNIINQ IHSIALI .WALL.J0Qk.110ftCi_2W.&U.I AALI ht"NnNG INSTA LAjJ N 1NALL iAOUNTING INSTALLATION SECTION 3A 51; fmi -a. SEC " TION 50110K-42 *_REGULAR PANE 0 LIFE E _WLT"ANLIL 12 REGULAR PANEL 0 LIF: 5AFETY PAHE � Si.'Alf 3/8*-'- sr"Ll 5/11*_"" SCALE 3/0'-t' 1. I . , ­' -'-- - ­ - - _ __ - - � --� � /,. II ­4 I - ..."I'l-In,", -_ - - - -1 ­_J, ;1 I;Q1/I I ______ , : ` ,� I" __ 14 A - r11 11 - � IIIIAND-li 'a. iw. '. rwtx 1ANUDINI - ANCHON VINCI (Il') Ai'N; �i - - -!�N MftVW ANCII00A = : m --- . . - - --- , ., -�GEMS [OaT PsTANCE NOT iNDcARTD 9. � *-- jaNNANNAN Q.) - - 3 __ , .- - - I , 4g, - , scHm" " TO Ims INNAN 1"DIC., DIeNINAN NNAN III 7 2 .1 _______ - FLORIDA BUILDING CODE (High Velocity Hurricane ZDn#) scHlbla .11:14f `AAI sIVIC - , -4 en . I I A=A - 416T * S " � -1.0-I'Ar NPI S.D" IN, 1iL,4ULAI i iii- . -, t4r,- - . : IF, .4 "11.1we.w. 1AT"Op, " I'..; i--- = : ** 20 GAGE CAIVANIZED STEEL STORM PANEL mum 'N . , I., r 1. . I _____ I C-(AI 11 N. Vrml ft-, F 19 . - �, --:�= - , - - __ __ --------- -S" rZX ` - . I IT( C� _' L, ILL - "/%I/� . K IM III NNAN.Oull sAAONr, %��Z , I : ,,, I . T� I -� -if I 11LIET4TIAc' GLOBAL PROTECTION PRODUCTS, LLC.1 DATE - vk" . -, -, - , $ 1 VAIII -1 "c- I I . . 6 I%wXTL_2.:iw"_r.Glw_fuw6 _6­­ �.`*�"n 53P. .. � - ; •, ,OR FAC. NNII INAE ONI �-* IcHUXII. '. �_� 1! �P.1 � , I s`AC_ "", ", � . , .- - L . , I * ,le " V .. = 11 11-1 ,,LeA (IrtHmel. IN$ '. -.A,.-.- 0-17$ "') . A •Ili! ____ __ __ , ...... - ..!tI. - - - n 7 _ Ti: 2 I I - - - _� 'I,-Z., A 1 5 ­ I ,,, � 4. . �­ -I T-A . N. I - "'N"I nIfIr ;iAllweAll-I. MLIT I Ji �If - - ­11��;;. - IN .- - ._ _ ­ . - - --]-. -T--.- � .. - _ I.N - I ._...!j,!�:L,UA..L'­ I , , PT104 02..FOR L1 .Ff__$AF ) SYSTEM INTO Ag . L- =4TC RM. PANEL , Y TEM I QrAur'.TURES I I ! � L - I "'A � A, TAPCON 0 *I O.C. � I 14Oc /-. '. tAPCON 0 4* � � W/T I. II THFIFFEW'D I ov . I ./2, Na 71-ANICAm � I PENETRATION AT WOOD "EUVFATNON AT WOW � HEADER ,,TAM I'll -k4fk,"!xT_-*4_ - -' 1. ... I 1(2' '/4 44.-.T�r, 11'. I Ile ` - TOO, j I 1 " Alle I , T I � 2- __ I I , II/4. AI .UAXR A . , - SODU HEAjXFF - - : R!", I'm I: I - R(OUIRFD - I .,, h - . - - 11 ` t I" ­1 117I____ - ,- � :, ____.I.- ___ I - � - I,] FI I t�, r,�NNI I I, ��-,,.,, 4 -- � , .-, . � I 11, i LE--, I _L� � I I : I I - IN— QI I � r It= "DwInQua � EOM4(- ON III It) . ­_ I cli14% I ."ll 1" Me. I , ,,,, . 'L, W. - ,, , "Ir. ? I PAI LENGTH i I PANEL I I II " - I (SEE ACTT 1 W.,14. . I U.01W f �W n1, I I . : 1, ,NNA I , kw Noir I BCLCKN� GLASS I - � --..1 ; I , �., )J� IN-. ,�I�_ �, II I I � 'W I li, I - I , I I - I - . , . � I � -.--LF--- - I I -I-Lj---.- _� I . f � I -j 6 -1 " , I. I ­- ­-:V . I D. I I Li � 09 ') �1 pm-- w I _i I - �---_I-. . - . ­D i'IAII -EQ.IWARIER I 7/8'. A A 3/u, Nfiwc NLI 2*.4- N"PLAIT 0 6 1140 C REOLAR .I , ; 7/6., I317- V "" %AS1" 0 (BEYOND) #14-10 PAHfjWNjt $ I J!, it I I -I 0 PANtLkI PLUS i : I : a a I ". VI! ,,/A' MA " ot'ItTRA"I'm . 0 t t/4- cc. wp �/S- ANN THREADED PENEIRI ; . I AT ovNI of PLATE I , � I AT MICINI OF PLATE I I WALL MOUNTING INSTALLATION WALL.)dMTJNQ_JNUALLAT)QN A -ITEFILCIYE MW "01,11"I"I"I'll, T ALTERNATIVE 88W ol� F ��Z/I Q_ RMIAR PANE I ... 2 WrE 4 I/" MEM-EA&L - ` .,.n! I I - � \ &I., , EfI SCALE 316-1 1 - I,\,- - � .. - FLORIDA BUILDING CODE (HI9K Velorif) Hunricarn, Zone) I Sm. = . No. It 44167 *' - * - IL�_ * - "m NLRw AAC 20 GAGE GALVANIZED STEEL SIORM PANEL L " MANI 8, i ' III ATIOWS ARE OVA" �4110 TO. 414LID0005 Ill- I 1, I it 1 ',', , 1­ TO . 0 PSI AND PAI Ii - ', I : a * ' * -- - . I . _­ z - - I I - ­_______ ___ - _ - - - - I U. 55, -7� ..E'IGI- LIL z - I.- S �_. .. ATE "0'- " W, --..r I 11 L I E C 0 GLOBAL PROTECTION PRODUCTS. LL.C. OtImIsm" OtX i ? FOR WIN WOOD FRAME (LONS'n"x"I" Nwrl W.e,(',� '1 'it �1_`T'q­ 'Ipt;�Illt , Is rf'.11 .J� I. I - " .. (,:� , OR, ;�� Id' - r� I ,. ___________ _c - .- �- :, ll%M Z w 2, A/ DENS_', Ui I m; . ""', , - .... - - oi, t1WT TIOPINO & CNOMIIII CA11­1 FII 1L I", - I- �. 1. C$U*U-on) - .. w ...�!= 'T"v"I 20-176 % 'I III ) N &L �� - - -, I'X", k-)� -.--- - __ -_ ONAPAI NNN 'F$II.NIjj"t"��."DAeE I ,7!Z-0EXlI1I. UA , - .. ;----�-�-_­ - j , II r,------ - - ___ ------.------- ---..---..--- . __ -------,-7 .� '�24� 0,11 on W/o 4, I., ..m , dt'w 3, M.. V .1 �, -* I ./2 AT 6010 /24:► 1 T . .... AN.L. I. I - clea: .cr, J mao.) -3 . SC'em" m "r :15. rm NI V"w __ --- ------- I: - - CONVA" AAC-m Iii"r- , )_ ... I. � I SEE IJECTNI 1. 1.11* :- 4�_.__ ,�� A_ , -t--cm soempout C. Pw I V - ,� �� ., - I -:.: t I I --- - --- - - 4 -_,� %Uirl. , - - ., - - - - ­� . .. . . I . . . --im- , : ,-, � . �.,_ . o"I - -1!4 _.."­ - , I �VF_11_ --,-, .- , ��- " � ". t­ I . . LI -I-- . -1 I � 7 I - , � �,- - -, . . , I I. I , I I I � � . i I I i1 I I � � I I I I I I � I I . . i � I ,III � I I. I I .L. . I � 40 Y. ."i I , .Q Z 1 ,, I I:= NANNI , tFNm � --- � . . � . I , i", , I I " , 0"Alk), I IKl-,"q 1AN"jj .C.I ��NNIL, 2. 3 . 00- I I 1 ,, 11 ­ I- llt�'. INFIDBUI I I 1- I I , stt Nli,( : I I E11.11. �� , . - - i � 4- - � : � � t : III I � , 4 - �, I '01 1,� II I � � q- - -7 - I ."'; ,-� A i 1 I ,rf 'r N� I I i � I I i ; ,� � I � I � I 1� 1! ,4ri - 1 I, : I __: -�) � � . - I . ��t � . � i I I'OLTLU I PANELS IN), : ��) I , ! I I -, I I i I I � i , I � : : I ! . ',� ,�4,NII "'", 21 � I `_X�19_*, . � I . . I I 1 04 i . -,­� �` I • , . . I � j 1­ - vaLig kwA I L � ." I I � I I � - � I � I i � I I , I _� . , 4 1 . Tit �� I � I n q 44 % '� - I � I � � I I I , - T , 40 x -I I 1,-w - - , : - I . �. . , , i �1, I . T - . . � . . .., t I � I - T+,.�-, I . � I , I I . � � , , L L .--- iAL ­ � , I ,.-! � I� ! . - - .L� I ' I _� I , , " I 1. .. 11 _.. � I � � , � -1 - __ _1,:,_ I t - . - I I I - . - - __ - I - , . . . I I _`. .- �, - - - - �_t_ --3.- SPI .. r .On - .� NANNEUMIF (1m) .0, Jk_ V - '_21 - -;--.7.- - . . -- - '"' ­ ­Wr ANK-On , iff '.. , I --- ----- - - �,,t_lm %i. S,u � I I I " ., INAP . `�' �" P`* -- I - wNe AT j LODA I I/ I ./a. m. P..�v " OR - - -- . - . .- --l- ' � ."t" I -O"'a" ", ul" 3 CA (I)II OR Wia& (D SET I -1 ­­­1 INV" -mcl$---.,. . . I'. . 1 HIINA , (D . - - -1 1. ' �� I T&LkfD A* EACH . ". . A-,( ! 'A I :.A -,­!-Ljjr, Al !� I k. "I &L PROIADED ,TORCH . FOR SEBIES 2009 ­�.,­, ,,;4L ." ., �, , ,�,� , . " HANDLE 10 FACILITATE WALLAINDA, j TYPICAL- ��,_.A:Lf N " �, A, , A, 'N Tiftm _"EykT_1�;IN _f -QR--$Iw I 0 A 0171NOM 10 BE INTIrp"D r*m E-_ FIE "EL,j ULM � I' ". ,�LL fl. p ,, Ut OF STACTIM ., 51, _ ING S.TQRM "siu,01 S�1�11004 E-1 MAN-0- STORM PANLL-1-SYSTEM I I . _p _ _ S_L VA., 1, I,, - " L___­_­.­ .----I SONLE 3/32, - I* ­_.- --- .. I -5/4' - ONI - - 1,11, -, W "' . MI. 5AP -� .. , - - , I 7_� / \ / " , - - ­1_ I `C, -�� -, . .7� _1 - - . . �7 � . - ,_ -,, _ I _L_ __Z,� 17� � 7 ., (.( SECTION 8- (ZLAI­ ­­ 11 ,UQIQLi A-__4 A arc PAI WACE 1/17- - .. NZR_11 KKK w"' - 1. MCIES ( I LIEFJ,]TjE& ,V SIFJFS IC � I.' -.4, �[LkNl PANEL SYSTEM CONSISTING O' PANEL I 4­' k! UP & PAINUMAIE PLUS O* 15' LONG W Wwy_T1Q!1_11f SEA, -ZW F 7 ,�ANZ, S%,ll. I .'If � " _,­V �diltir!IiTING OF PAI , ,;,,I ,,­­,,� ', -NIOUNIATES I I '4 (;: E PANELS S.AU ALFNA_ Co, WKS L+` & Ex:�', NE. _ t!! ­1.1)Iln`l 'It AI W, MEANS OF V PANT sHALL Atws BE coNlAI To aoric- 'Ry, , - tiI , ,%p w PANELIJAV'S OR. 11 I �11.1 NI * � 10 Sr I.. , PAI IT 1411OM END PANELS ' . 5,,AUL K PROVIDED, 07 .TOP Of SI.K7,, PA.,1I SlIALL Of CONNECTED TO , ,, _. . u ". : , 1. , '1'012. WING KU OR 1/4*01-20.3 Mn. THUMBSCREW .I 1.,ri r, �?(­C�l AS ! ,',I ,r END PANELS ARE CONNECTED to BOTTOM TRACK ccwdf - E-,k, -Ow5w OF DESCRIBED a-, NOTE (51 SEJ Oft) ., 1.'e-2013j., MS W/ 7/0'0*3/32' WING IIJI OR to -I'll, I, I N. :-­I,VSCNt* , -0:) 'AI Burma TRACK LOCATION OF FASIFTI Q­ .f at tjI (W YOU (3� FOR CASES MIEN END PANELS ARE USE A-ANITLI III "' ­N,L AT I. ,F,�vp ,LAT rLANI OF END PANEL BLII [NO PAI ARE NV. CONNECTED *0 ,:: (III, 'RACK q)STOp so , , L BE PROFADED AT TOP OF SUCH PAI P r' ; 1� I. . , F-10V ,4 .:" "' - E-11 PANELS ARE NOT CONNECTED 10 BOTIC-. 'RIII, . . A -.r�]; f�,A 1.1 FOR INSTALLATIONS Ill"ON END PANELS AM SOME INTERN) PANEL' APE :AkC� t.1 ,." � , I , I 1_CTE_ '� III Ill. , WCONTIFID TO Fw:STIN1C Sl ts DATE. IMERICIP PAI ,'Il`� Al IrAST ITINAD PANEELS SIjAI BE CD" PANNELA10,11" , "I .�'­ �!,, "': , ,If IIT.;,U LIN NOTE (3) ABOW IN SUCH CASI. ,:1�eAiT:Ti0-. OT ��Ct I WY BE USEID JONI Ar AYtA0,ING 901-10V TRACK TO WI 'PACK "'T OCCUR A; ANY PANCL I0CA`TLV4 Fill M PAITELMATES FOI SHOWN 004 I Lr . I., - �z I M W.%: VAtv, A'. "' .I,' ' I :7I.I. " I & - 06 SAII 21 SrE AAC,H0,R SCI411., : i, � - . we mar JOVIY IF/ I & I ."', ...... T'Hokod, NOT NEED n-E-1: .'_ `I -.= M`=L 1��,I , I A:1 "I.I.1111C. 'T�% FI SIDE OF �rTCPICIL: -.,..'r 'A, ,.I, I, Tjtj�'11,%', SLIN TITRE INONACENT PANELS (EL f LEFT AT I , � THEIR INITRIAPS R7-NEJD PI (7) ,,,� �J',%, : -, oI:,ENS'I ,I, FLORIDA BUILDING CODE (II INI Hu/Ni,�one Z,�II,it . E11 - _­ - ___._..___1­_ ­_ . : 1�,, 4 1 `7 I.. 1 _J" INII.�, . � M C40 GAIVARLM) STEEL STOIM PAXIEL I , I 2 - THANNI III = ep :- z _.1L - - , . �A; - , - J IF/IA/UJIV . - As". - - 9 _t, - - ,q IT , fr 4F PROTECTION PRODUCTS. LLC.I , .1 i� 1�. 1-1 , - '* I 5JEco.. \IGLI�tRAL NOD Sr I- 5114,41 1. . � - is, - 0, � "101 MTl`..`02r­",..61­ , n-mr-fTS-1i'I &6oIixk­ oHI f D-r_ r. w " ;!� - - , ..00 . - -17C I , , Nee .. - - - .10A 10-1.`,wll,­� .:,cwINI�m" 1 20 � I I � � � .,w IN 41 - , - I ____ - ml eI Z-1=17 11.111" � I,;, 11:7 - nn� - - rr,-.. OMANI ft . 1- KA­`!11GNAIVRI/UATT a- IT 1 , i '11!!I_ !!� �1=777-, �--� �,-, -. NO ANNI A Tw " .f I !�­ - , - It, - rIONICA -, , ; 11 - __ ____ - - � - III IF +, ITT . - . 1,14S.TAL1,ATION 0ILTAJ,L5__,1_Q.R_Q_P1LQN #G-FOR UU. 5A-f--LT)��TO.,R4-.fANEI,.,-$Y-5-TLM . - - lti.'M �,-.�I:iSTINC; POURrO-Q� � � .. 3H _�REL OR !,(�-NCUIE..-�LQ.C.K..,3TR-V.U.VRE5 . I � , 0 Ll�, r�', _)" _1E " .., ­,�' FE ,OC, L, I -1 I_ _- I', " C _­ i - - I - - ! I '. . . I: � I - ___�_­_ : 1. I � - -_ I I . , I I . , :r.,I`-, . . . �, i: I.' , I i I I�i � I !� I . . Y� I . � i . I I - - - ­ -___� `--I . . � I I l I I_ ". f. -f- I I . i LOA I WLAI . w . I "Now i ­11111 I __1 . . 0 1 4 - C, , ...': �MI , I I ` I 7/8- A I %-1.,- NI '. 0 II , /A .1 rL. I PC r . � zlt�r A &I,,, It UVINE'D I of--kLI--wiV "IALAUMLIiI YI ,`-..L_,1dS!!!1•Li1k6?_1WAWNI 5ECININ _5A =1BRI-M t RLQQ1,;,n f,n,,, * Uft SAFEIY PAN" !t(,A,.E 116 1, IA"'14 I'll, � -------- ­-­- � �, ;l I II " , "'I 7;r,-Ll !­'_ - ­­ 1% . I -1 ,Alf�,­ 7% IF I ACHIM "Ift I ,/,�. . _", � : - NIArl" 1�LN ,, , I - .J�� ... � I'. ,� 11 1�11_ " I , !� �1. , I � * � .. . . � --- __ , - .; 1 No. 44167 - �= _�. 711 f-i , - _!_ I _iz .." FLORIDA BUILDING CODE (11119;-, Velocity Hurricane Zone) � - - . , . 1 -4 1 11r . - - ,_­ --- __ ... - __ - .I S : __ I - � "Ic RU PANEL " - I 'I - - i;� - z . - I GALVAI STEEL STO PANNAN w *% FIATE 01 .•- - uml;wm If -- �, Z. I.. � , , __�!_��___._____ ____ , , I I✓. 'I , piII �w __ I ��.: ''7 . - ,,�, 4w�l �""I . 11 ,_I 1, . I 1� - �GLOBAL PROTECTION PRODUCTS, LLC. "an' LCI , ", - I i 11LIECO,mit . - I . ."" � - .Floe 1. " � - � � 1""" , . - ., - - � i i ­: �,` 4, IN i:At,.q.._ ,."..'' 0� , 1111. ,� ...... .. " i'. ­ � "IDA, _10, ., - , ;.: � 1. - ­ �� .."I" - 'AN (".!,M-N?97 20- 1?6 1. - I ...._.�.__.-_ .. - _: 11 I - '. � 1. ­. .. . . - " - - - I I I Iiii 1. .4., - a_- - - - _� , ,!�. _:_,Tl .�. 7'. 1 1 , -1 . , ,r _­ I - _�_W; I 7 a- .: . . LI !NII. - I . _77_� '"'e"'I . ______________ , - i - _, ____ tI_ . . . 1-1 f- - - - --- - - � - ------- --- - __ I 1 f -1 ,lANr i,TT1-: I ,,-,I, "C114 crupumcr IN ACCORDANCE WIT DESIGN, Me.v LOA . TA FOR A NO �fltj I FOR A NRECTOAV I DEMON PRESSURE . IN 011I WEP , _� , 2051 I I I - �, .. I I SMALL at r, I, TO COMPARE THE , , ,, I -, . IN ORDER TO VEFI, 111.Ir!A!li I IIALLOWAIIII ST �_ r I I . , I '' r I I -TERNINE1 N A " m . . 1 A .NI C . . . �. .-II, DI, , ,,L A- ,I"­�:, ,��I-z�,;. 1AI . 2 THIS S1A7tv K-,: � I 51UN-N-C -ROM THE Fw" el/O THE .�,, IT. ;"TNDLD ,c Br KPFORMED rINOm THE INISIOF 3 1,11i'll-S iOOO IN! :,� EEL "EIT1341NAII FRUTI, A. SERIES 2DW WI 4:%Iilk( HU14cp Ant; -U. INSTAUATION IS R1.I ,. 'IVE Of 519ILCIII.IRE 5. ALL ALLA414W C,-FILJSI:N. ", 1, ER IUNLESS 0711tlW',i N,)IE'Ll S. ALL IULUMNIOUM Sr.', ' 'L: I % lI ' ,C',11:; '11"", ''WE 05 1114 Al-lOy " AI STEEL SHEV I .".. .I,I­114,, , - , 1,1yt_ -TV A-sj%? T`,'� �',� 5U -11, ',ALVANI'.CEU STLEL I Dt"S.GNATNON velf I ` A , """'* '� , - , " I �' 0", -100 I 0 IF/6 II - 1. 401, I ., I I. I 11 11 Z I ! 1 3.I A F ITI BE w - To I- , ­r 5.I .. �2 �. , 'I r I . I SER'L � Ail. � � � I I 10 ANCHORS 70 *1 I 11 �, I'll (A3 I - ,,,.'# EAPC �­; .. ;0 I ION OVILDEX. NNE (mm 1,- � 'I 19? I- I, : - 1/4- IN IF 7 -1. IN ,­C.-.,,i. A.5 _UliCTVRJED al DENTAL I INC III I -.iI ; I ! - #I-- 10 PAI I"i I .: �.NE,­-- .U, �,!�',ps -5 mNNu1AC,LJqED IT,. ! C_.., : - . i i -w if".3 I ij. MTNMt ,� 7 1 ',,:CFlETE %,',L., K 1 31W ANj :' , - � 11 iiiwm A.'; V 1-. ­ I "i41AL1 K IS 7/6', INTO CCN;JJFIF nc, , 'I, I "",­rkjell ANY IN-SH YAtF.RW UIF�) -� rh�.,!,, , .01, 1w A-e[[114,.''i iF IAP,ON MV--l-CIRS- W,ANCLUATE --EMAI 10 Ar PAWAUATL PLUS ONTO COI 61.0c" 10,IAL, 51 I I ", 4,') VIN"mUkA LWI`EONEW I-i' 0 X '/8' CA" -WI ANClIORIS WILL BE I$ Va- INTO CONNCqrTE IIC� FMWUAJW INIU A10 r1t,ZP1I MATER61%, sliK.L K pejW71m, I 4 - TD S$ SCLE4AALK W)CIL USE.0 SHALL BE LONG DIOUGH(SPAI ANY MTEH JAnAAL EXIST) M ENGAGE 3I14 INI 00,ICIII 6.31 1, CASE THAT PRECAST SION' , DR P,RE(;,W Drx"M PANELS K FC,,40 ON THE Cftlft'$C WALL, AN'I StOLL U LCITIG F.",L;m T,1 II *,E "N SM,JCILW Fif,,ND SIT> PAI VINCANDRACIF SHALL BE AS VENTC,nX IN 0 1) OJ90 04 P.2) if; -K-IORS SIAALL BE IIO MJLONANJ.; A- X TO[ RECO,mNCNn&I 44 5PE-,;PNrATNUNr5, OF THE AN(>,OR'S MANUFACUIRER I i 17 5P,%L1 BE TW RESPONSIBILITY Of THE COWRACTOP IQ VERIFY THE SOUNDNM Of 'HE STRUCTURE WHERE SHI Is TC 0r A`YAI TO NE`U`R` PROPIEA ANCHORAGE tWS SHUrFER SI 00I BE ATW-40 TO CONCRETE. BLOCK O;w *000 ,RAW RUPLOIN I, ,,• I ,IATC,. %C11INACIDAT 15 TO SE.t/(,Ufk AII 1:.VTTER CDhg1aN[WT ED"S VWCH 9EN&QNI 14 COWkNVrjtn .TIN AC ftll�' T. EftPLEXMG IC PFFEYETIF WAID/PALM INT"FUSION CAVIX AND SEA 91I.111"ER T11I AI APOLAV FULL , FNC74. � 3 SIORM nANIEL INS'FALLAI SkAILL COMFILT FAJFSPECS X(KATED AN ING IRAWINC -Li?S ANY .pA),10I AND J'GNINC REIUIATMS PROVNI BY -.11F 1"JRlSD-(1.7`Oh1 IFTIERI PERMIT, IS AP -ICED fc 11 4'PAN VTNTXW� AI "I INC. E - 2 I-4f; SI*R. FAII SfS-MPA P&O" ., I IIVIT.�Il IIIiI .", . ,I ­, " 1116�4,111';, BY r­j OVI I, "I.. 11, AT, DOES NOT P#Mmr^ ­11p:1 I'll . " t ,� _., � X,11.1 IT* w( CF,,.1:-;-I,:'NS 04 ^­ I'll", w P.LO - '*L­�� Ah1'L'1C,'A1IAI' , NUIo, 4, LPL%ArETY OF . . I , " III 0I ":L rRC- THE "-W;ItOI 00ALIZO 1!1N ,4 1, , - - I - ,00ITRA001IFS IRESPOINS,aljj`F, !C,: _01('POUIUCI LVfii_kjMr(TN COCLJMCNT Wu W ccNSIUMEED INVALID 9 MODITIM, 'd) WIT SPECK-C. PROJECTS S,ILAUL BE PAEPAIKb BE, N F,(,I;t*A PCGSTEVIAGNINI ?R ARI INHICH WILL BKOI t-4. ENIONCER OF RECORD (EOR) FOR IN( Pf1U"T AND III AI BE RESPONSIBLE FOR THE PROF" Us! Or INE a( C. FmCimJEFR Or RECORD, ACTING AS A UIELEGATLD EENGINTER In 11{ PjE,D ENGINEER. SHAD. SkIRMI" IF) 1.5 ,ATTIFF, TnA Srl-, SPI DAvVFTNCS FOR RENEW '.: T ,�. I F 1� S. ' -31- "'IF 11A1 11�' 0.F1,INAt F!,AI A.Vn S"7,447 III - 'Nf PI4, �SSIOI E)NOVI Or ,�I 1, . - f ". �A'[ 7 ­71 A .1 At I. I m , . , .Ct, -4 A7 '('4141A PANELIN ti..:,N, CM W i�l,. i-tALL y PLAI FOR CVERY OPINWG 71-C r; ';,DA Fit,, -Ll,(, , e""'I 1, 11I � 7� ilf7_1111; NVI L OR I, N> , - - - - I /'I F1009 I qI­op� - o , , , , �. � TO 11�`­`DANC�E S". I 10. I . ,,kUtlj�-,:� of AS " NIJNI ,1, AI I A,I" .4 , - I I i .... - ' (a) To CAF ;.QNCRFIL u_Q.., ­i­ z : NO. 44167 '* zS = el: = , * : III, = . . . 1/4' 0 IAI AINI A'� -ANIL't ACIL'"f[i 0 - T W BI 14, INC r - __� - -­_ - - : z: ---., FLORIDA BUILDING COD' (Mgt, Volochy, Nwr1cone Zone ; - ),'A' 0 X ;/e' CAI -IN AN OIL A,� VANI) lj�' Ilf3 FrI` DEAI 9� (I''... ... - - " `LTT NI 2 r - - . . . . . . .. , .. .. - $14-10 P*,=LMATE MIX11 ,, ._� rA,r,.,­ . . %, ,. .. , 1 0 GAGE GK.VANZED STEEL STORM PANEL .I . PRODUCTS (I'- - i 1, :­� -�K"Ok�, "s "I'll"I - �. I , , V.._ 4 - ---- - ____ - - Ni� - .' GLOBAL PROTECTION PRODUCTS, LLC. "/W' '. " N. I, , I 11LIEC0,101'r � . I , 1% I \ INI , �, I ' -M S. 51 snwl I L:� � PAW ILL =1. I I IN IN "OWrO� COWAN _ W, ,a! - ANNANN'NeNeell, COWANY wee (W)EW-,!--, I'm (wS.)M-", 6 1 ____._ - I I ., , ­­ - - , __ NIN I , 1�1 � :F;�r 71�.. � - ,-- T� - , _� � - .�. - I ow 2, AN " � ; _.- - - - . . .. . --- ._: , _��,_- :,.' - - I I - W.:-- - W.T n� - - . V Virtual Rev, -1 plan,z ­n, t: M --- --- -----.-- --------- ______. ­_ __ LnC#-Wf t It F - - - by Debra A ,,, INSTALLATION --- UYAJI.IS F'OR SERIES 200 1 _Q-ANQ 10Q0 E-Z_KANg SIQ_RM_ PANEL,`V NT .FQVYU) ONCRUe . Q_R__C_QNCRET� BLQC,K ­ (eI I �� -:1". . � 1� ­6 - - - I.( � ,,�) - .1. - � ,"` I �or .., I r..i r.. IT' �, "i .." , VW. 03NANN", I N. .1. I � 11 4 7­7 - �'�, ­ �� � -1 � I I - - I I : I , - , I ­­­' I II - - IA` `IiI ' I ,�,r2maw . ­­ 1� ". - I � I , � -1 I --- I - �' -" .­­jI � , I I"' "' - ­ �" I'— 1 - - -, I I , W - ) ,1 � ,I , tli�;! 5 - .­­J.. �t,�, I � . . I I I , � .i , ; � p . ,� . . ; ! � � I __ -- I I I I � " I -L.-:1 ­� - ----6 � __7-- --r, I : A I � 5 1 : ,-mNAw � ;_ j-i .,I,.,.. .=1.3 / i 1� . '. r ., . t ­'..rs".: `11". I , - .. A -, - - : a ,_ I i vm 1 9 ; % -1 I I ;�.'.L,11� - ,I. ,NTIN,NI Ix - I -.,- . I . � - - - � ; I , . � = ;N,­ "3.) -,If ` � i � 7 - - I I � I I cl I 'e, 4 j � I � I , D I -i-m- - - - -- .1._ § I I I � . , � - , _T � �'. i � i : I : � . � 1, - I I - I : I ! I I' : : I ,,, � ; Milieu I I T I I � ., . = - � =%�,c­ �- � I � ,�I,;, I I" 10 I_ i � I , 't I IL= . I i� - � I I - :, 71 , o 1. I I � -, - I I � � � , - - t&� � j %1`tX ­ .- 1. I I , "" - _­.­-] �- - `tw_ � - - I IN. I., � - � - --- . - � I T_ _- E . ,. I I _= - [ '. It . - - 4, _�_ im _� I , I "'. 1-11111 "I I �, i . " .1 ��, . , NUL 1,0=3r, ', .- . � �_;11_17V&l I - � L . _-, � I " m IN to .1 - - 2 ". In'-=_ 4­_=,�_ � I \ . � _!I1 ,:�� _/ � , ­: ,,, - iAA y ,t) .T ML &ND_DjffLLL_mQwff(NI - . I . U00-V �,� j I I ,It. •", - 1, I. , ',� T I..;J."_ 0-1w"'I: . _S'Alf .111I � - . . , , I - _�ftfi 1140, ill I- _. UCTL' 'I" �' SEMQ6� IL, I � ­__A­� I I . - ..AL[-- - - I IT I I'll" "'.1'.0,11.4 ...... ��,,,��. r, T/q,"', . . , V�C r NI, - %-"p,-- � , . ' . 1, 1#10 :-.-.-LI`­' ' _. � . - '!,�. I , :* NO. 44187 - - - � *. a FLORIDA BUILDING CODE (fth VI Hurlicana Zone ), , A . � - 1� Al III', ,�� .. I I, I.. I- I . _z __ ­--7 - -1 r kxl�w-al(`FUull I I - �, �� ,I�_ I', I _1 � II�A, .- =---. . I . ­,i'li I� T_ ­11 20 5,AGE �,AL,AI STEEL 17ORM PIUI , I 11 � � - DI _= I �, .� . ,� � I I 11 .1 I I ' ,,7��_ ---'----- ---- - � ,, GLOBAL - -­ - - __ __ --- - �. _L0 --- I L l _" m ILAL I I I - - _ . � , L PROTECTION PRODUCTS. LLC.1 `7� I ". , , I T!E ....._� � i ,;- ,"��,,*, 1, ��,,,' . ANI I�, 'Irt..'.1'.,� 4-' : a 1.0; E NiI I . ww T. &�, I� JILI . 2G- 076 ..,- P.&A I."-.! . . - A, - , 1`1 " �­,I IN5.)OWn.b. rw (N, .:- I,VI __ -,.._.,. I , , - ONANNING . �- I - - .. I . tt --::± -�-r , - t, - _­ - . . I , . � __ - I - - - - - - I - a (D Q) C_ - = C) , 0 a) 0-0 = m 0- . CM U a) -I--- (LEn-t- a) = = Ca -(z U) Q) -0 0 0 -0 -0 = 0 " -- " (1) 0 0- C- -2 � = = .0 U_ - M 0 -+-- m 4- C) CC > Cn Ln ffi " 0- - Cn 0 I m m 0- .� C-+/-) A< . 'I ' r 12 2023 - ew Assist, Assist, ' "I'll and C. Pprove "Ove I pp le 2020 '0 , Klahr , , , " , 2 7th E i ' , , , op, I (n 0 L. (1) +-i :3 Cz > m caaaaaa` S__ 0 I W 0- 0- < (D _+-I 0 = :3 -0 (M 0 0- " I 0 Q) n " 00 m S. m = LU 1 < 2: 2: < __j a_ I I SHEET NO. SH 1.2 NA&M_LAJ5.,0,_DE51.l PRESSURE RATING (1k.mi AND ==WNDMQL_)AMMVM PANEL LENM "V=WW= FOR SERIIES - ­ __­ __­_, Msysm f I61i ONLY I RML, ASTAO.LAICM AS fX_ZL'Mm._1'_TtWl SHEM, Zl,,, VAJI'll ASO Mr. IM LCI1CT,O I XING -AVUlAm M" 3UVA470w L AV #. I Al- To .0111ii P.9� . - ­1 ............... GLASS C. ." 0. - ii 3 70, OR tm 2 iii I - BMTED I , V^,n , � � , A Ill I .Oak -75.3 � I , . %, 1r1` . I I. . 1/8 - sox io PO wwwr A ittill,ti, ill It It yZ�(- 5 - s ,. mr, ir q4vtm A, m 4 u Ni I ni � MAXIMUM A.&O- DE.-IMESSURE Rl (pOp,L) ±AQ. QQRRL*PI Mi .. I. -On. . SPACINQ =HMULIE FOR 0 Cl A CONCRETE BLOCK SMUCTURE A III 0 - ii[l CO"Tt",i : I I - - - I LYAW Obi FQK-I - I.. . I':. 'I ", ll!ft,4 ,:'IrCl � , . I 1. I - - ill "MO. __ .­_� --- "A "a" ANEINIAS spliallic " C 0, - 3 I ,`z' iCIAU A.S 0 ___j SEVIONS 0 At PREMI IAP%M � ONLY- I FilmYCAll neti I I PAWELwArt Pi melutKIN ="i -,�, PAT04 - III IT . ON ot TO CaNFACR --;m--i 1Wa..-mtw-l:i0Wm_n: Ill Fo CONc11l I m III Ell M 114. � . - -- ­­ - ,2. , MIA 1 12- 1 'J�A 1 '2' _ ' i j 12- I l I - A : ITCl4l I 1 : - I I , '. . III. - I 1, I . , . (I ,IIlw - - � � � " . � i I . I . FtlLop ! ' III, 1,, 12- � S- 8' b, r1_ I- I' sool"i - -IIII - - - .---- I _ I �lfl TOM +, 12 112' � - (Botlrom) -7T I I I N/A � N/A ' N/A N/A A NIA I I . 2 +66.0 -151 - . - .­ ­� .- _t ._­ 70* OR tilitis - _' ' I � 4 1/2' 1 '/' A I N/A 4 112- 3. (lop) IT" [ N/A I 4 /,. I.... .... I - -1- ./A � -- I I;, N/A NI 9 1 Ill I 11�! 0 I 12. Ill 3� (sallou) - _ .. i I I I __ -_III"'"' T. 7 '. ­ � ­ ... . �� I;- I, 1. I I,. I I � _12. NIA , . I I ;;7� It I III.` 1 : ,I' ,2 . 11' I iKITR.Al . I ! I I I AMMM 70 MI0 pA 9 AS.D DESIGN PRESSI Nil 9111, W411111 76 9M "WIIIIII TV" A SPAC04 POP INITFINIATKINS. NM ill= IvI h'Al -.I'M _11-11y, 11-Il OlIc, --l. fi 75,kKE A" 'Al k. l-, SQIAJtl 'OR Ui) LM THAN INCl 301 SCItOlLill PVDIKE AW-1108 SAW .K Oy Willitt"I SPA"i SOOMIN ON ftliWAT BY 1i POLLOWO�l: IAN1045 Few T45, MVW-ON *0 K POSSFAI NEDUKI SPAOW. INTINIM irSec rACioA SliAL MDT IN 105 POAN AlItAl VACNIC Pill For EACH ANCHOR M AT ANCHORS LOKENO I 1/4-0 1 -pre 1/4'. ANCHOR line, . - 1~ I NNI - aft- 1 - " "I'l- - ,�! I.. - - _r,n. I 3 I v? - . - . I - Pill : ii.IIIII __ _2_ -1, I - 3 - - ___ j - _.. 3 -Im., - 11. -) 'Cie!" *- 1.) l i - - 37-/1 - - - I -,/, I Avilm [A ow orwic .... -.-- flew I "i,i --______ 36 --- - - - - - I I - - - - --- _iA .1 :-,r I—, a* - I - I . I ,,,, - . - I -L-1iiD I I 11 + AtIFFOIJOIC'S Ii DISTANCIF INETOM Or" CIF PANEL I 1, , OrA I", I. ,l, I ,­ y .11 I. F-Al 1 ­01 ++ millomm" mi awti OrTil NI'Tili. IA Otrit, I MID a) To IV JI'li, I 1� J I Vill. ",J) FLORIDA BUILDING CODE (H;gh VIslotIl Hvrr;coro Zone 'ToW "It" - I I 11 �i 20 GAI 5ALVANIZED STEEL STORM PANEL I over ,, I GLOBAL PROTECTION PRODUCTS, LLC. "'ut" 11LIECOILPIC 4M " 51 VTKV - _.MR - ­i I4'vii4iI­z`1;;&;0iil1 ­­ - - I I. - .,'. vit-,_ -,­ 7+n, �..)"$. ftil 'm .... .. 1 I. , 20- I is . _1 J. . - -1 .11 1. mvi - - T:t:� ..I., .1 -4 - _� � - villm, I ellll - - li � ". . . I .1 Ill - I., , , , . I I � . __ Ni 1-1 I— ­­­­ , ­_ - '" ""' --------*-------- - -_ I ------ I I COMPONENTS -M. GULAI UEL -5AFELD.-A -C -­.4_.JiA _RQ..._:UQRm.-PANEL SYSTEMS F 11/�-I,11 4S,11ill (TOTAL All - 11 fill . . - __ - __ - ., , 1 -12SW CIFFIFECTIVE MOI I I -,., `�I,­ III . I,4*-?0.3/-' l � 11O -- -- - 6 1/,il Li . . I J74��­ �,W , "o, I - ON' - - �R 7131 "i oll 1 I I': - I m, � - 1: MI,, � I im- O&P, 11 KvinED) � I . I -"-I,,,, , � ­ IL - � �. � I , ,I , I I) , Iti ` illCRACK L;�� .. f � . r V All III � 'T"�, 0."\ , , . •. - i 1 "I, \, � 1 �76* 01i �_ [ ll : I , l.f,t' l Ci III IN" " I 1. wmim� L 11 , 6 , 67 ; .- I OEV*c li MWMM STEEL . I Im", I I ri I Nff I I I EDGE AM M3 i) P `III 2hr, ," ,"'. I . 11, I, OlIr CRACK 80 NO^" 4i , '' I' I � .Ir_ -A L LL_-_-_T--:�w ` � � UAW" 1� , 1�1 � r _ _ 011 I - I,bcoi - 125* I 11 OVAIL A All __ _. - . I 11 l �� -YP; C,w I � L I iv. . ( ,i) STORM PANE I - 1350 . . DI A i, �' , ,,,., T* PA"ll POIALL BE WNLW ALWAYS - : all'" "Kho Ill I WAR W/ In* III I - - .. Awitt C�,l "h"_ HEADW i -f-_ 4-) ANG -NITH-2-0 � I'll Alno[rl Sil OF p JEI C_ i I TOP ol I . N ".IV I 0024' (i 'Al S the LIP � �*i.• .. vo, CAL'Al I P/ ,xvill MI 'r.-...,.9 > , I 101" 4 , � III . -IM" I ,?O1 I i � � /,�_ I I „ r ", Ill f lvlz�,.� I I ­__ 7-11 ,41151 (:r-) ,f I I "Z��_- - , -. - . I I ' 0625 I :15'I 1 I v .,��_L__ ­ rr Fl,I ,I'l I j 50" - � I. __. I , I,- : I Ripm, �I : // - I ,I: -1 . I -) . I , W . : I ,I - i4l . � - F'.. I, 15 OR J�� � lbo" - I I I�I OVAIL -13" . Iii ., .. I ,I 27D Rf,VLl CORNER 0 ENDS OF PANEL'S I . - -­ !� 11 - - - _� � lei' - I l . I WI,"lf£VINIIED EM I ,5 . ILI K I IN I 'd --- .1 _.... _. - I�� gw* I I - 50 1 L�:11""I'll-11 AVAI 11%, I I low tO67, - I., 'ay -HOLE -NAM (�_) KEY HOLLE AT PANE I on, rvill '�v 105 141IJ4 &I ALLOTY I LU 1, I- , .lq , , I 11 - - sill 11 I'l NwIl'o.. � - .750* - mi, lill , +=�e� I 1 � "Alromm Sarvir LENO. Is I IT'. - 125, I Z;;� Ihil " NVIRLAINI el - I - If 11, , i TITA-1,41I , 2 . -• SLEEVE 2 1 /8" " IrYii I I I � I I o � , 09, .3 MAX, LENm 1 1 � I I., I I;,�O � I- , " ". 0000 3 750' i - 7 SAS, - :. ,AEC �,�- � 03N , I - I it I i U I, " , I � -.I 1 ' L ­­­­ ­ -.,L..; 250, ,') 0�_. � __ _ 1, - - - 08 !UL . �� � - - - I ITYP ) � (�) REV. nil-HEADO -HEADER 1� _=.�,, , - I' "N tv 5' M. I . . .. I I , I, 1 (9:_ Ill.11 ,� RLEYE- li!� AM, I I LENGTH - 0-0) l (1� -J' IRAI; "12) EMELAAMR � I CQ0* ON r_rO N.Ipi k%mlllln#,",% , Sell :.c' .11"'ll, ,N tot, ,III, �I 1/4- WIDE) . . ""I " c L � /? Ac ... I 1. _: --. 01 Ilik I I ./f"L �ILISE (VINLY FOR C-1 "Ar"G STORM Plul I I ii � 011 - i Av I I r! --.I,,,. If," - �Ili .. , oc E N se ., I "I'STIEW 60ii ALLIINL 04LOY ­! 'I, l �10* I Noe`-_ x - I. .. - . Is 1671 , I in - I � ---I-,, - , I " I C� Ill z ..' No, 44167 ". s FiDRILIA IWILONG CODE (Non High Velocity Hurricane Zone) . ­_T I I- Nw .,,I. i I T _. ; 1 ,timm Ili IN, 1 1 2 rimir I T r!_�---T 0 % __.l R, ��_ . ,ill , W3- ;�, I I_ 11, I i-S. �TATE OF .,t it! f,----. I " m �000 , ? ' I , 24 0AGE 61,L)FAI STEEL STORM PANEL OW - -1 , . _ �,, ..- _ ___ - __ I L�___- : I � '20 , t I &rr sti � - , 250, , ." .. -0. . - ' ­..­ ­ - - . - - - - � _ ­_ I 000" . l I 1,� *1 f - .. 10 ' ", GLOBAL PROTECTI PRODUCTS, LLC I ..... " 1 A. min , so . Il� 1, - ., _1..=iCIY:-1 �" A 'A" � ,li,lllli�� ,e 11LIECO.Ol ` .10I I, . � I STWI - - - I , W _�111�I� " IFED-f-til . r."114LOPI 6MAiti, � O' At ,,,'.l Rel I. - . l : - - 7 V1. DOI II �. ..l 20-175 , ,ti I 0 .1, - . III MRN"i" .I 'Y" �_Alll ,V�I, ". ("I�.1-97ll - �- -T-.w ""--T-- l m� - I;- __.�.­... __ ll13,1 fuma-01LIT Or" 0_4� gVjLD.7-_ovL._`lK (ES) & (S� WASHERED Mill - . - _.- _�l - ."• . TRACK-ANI (ZARAr � AI � Ii WAIINWWKMJUR NNI . Iii.;T , I, I. I "I'll", f t. -, '4 __ I rkpogIs�K 0 II ... � , ­ ­­­­­ I ________ ___ __ __ - .__­___­­._1_­__­_ . I L - . ­.____­­ I - ___ J 1ALLI jA�LS rGR REGV�AR .PA I � ...M � INS _["� I I N,Lo._.p � Qp CU OCK 5 T R W�� I p I I ,._RED &DACREJE QR -1i i-L-9L ALTERNATEEM"'I"' I ANCHORS LOCALIvOi CENCRIETE ANCHORS � (SIEF Sr"FrAl L., EXISTING POUI COOICIII I I.W scmail or,� EgKi OR CONCIII OLIII S-trys 9 l-AOl to) - giell s"i 0 l"mr-or'. 101 RPOLKIMED I " , REOL1010 ft I - C 0. ��/' �; ' I . IFIFI A6 C'"CRIETT ,oictni i EXISTING Paul , I : �(Y-4,10" CONCRETE REOLAREP 111. , I I, [SCE %C-CPl ON - ,r I , ­ I st,mls 9 Tr iff" 1 ;�..2- I I1_ - J. I W/­ i; 1, I l�"! � - It - I'.%,. ma, "Nimum mum `C .'. I � - - ,i .1 � I.::�.f - , I I I. . ! I 0. , , , l me "Am gm New ov . 1.11 /Z 11/4' � �� , � I - -1, I. : I 1 ,4,/#,. $,:LL 0% v wr - i -1 � - - , N't' , coicam Amc;Ofm � � -.- .1 -1 - � __ �__ • 'a -,/r " _____1 ­ ; - I I 14 TUC SCHEDULE ON %, 7 .-,,. - -i-ol .. � I Tr , . � II i 'I I &RUM Jr TLACXH 10) 1 7� : *_ I - I I i ­_ 1, 4if:�_ I 1, 1; I 'cc Pvl!'�',,� ,"I Ah( ill , , " P 11.!�,: T : I. e � ��, , V�- ,,.�, CHEI 1 7, " I -1 - ; -) , D f ,) T "" I� 1 4 �, �., . (SEC I ,(! .1 .;� "011 I ON SmEr 3 I', .1-2ol - I � - --) 11 Min. I C, � FOR : : Ill 1 . t Q, - SVI�WIDN . I I. =10 1 , L I At oll i I I ON 19 ", I I m ,OR P.4 �h "fil ,, ,..-, � �,.'xs, i 01"', -21'., I 2 A leg SPALY111 , 111`1a� "A"C'S ./ : i an _n ,. ($a ScHLOVLE ON a� I ON li 3) i � In. A, ) �i : I PAWL I I . I� III I � I (IN, ma YAl DC7h --- .", 'i - - - wit not "Ami It - : � : l SCINIEWILL � � - P I um- ot" r-Al PAKIL I NICI I I I ON shel 1 3) I I ! (311 -i:W.f'1;A arsTRIG-4 i i --- - I I , I I srplz�kq,N � I -, Lx,l.i Y_� ON SOEIP ) I To GLAAI I I I 1) LASS .. GLWS I I I I I - I � � 11 � J(SET SCHEDULE G . . ,I -I - I. ___ I " , , . I �, - . I : I ON , I I . -L• I I a ON silim 3) ,I I (i 'I . � I %, % � Vi , ,�� I . I I , I _____"__"O­I : I I'm r," � MI I I ll , ;�� I 11 4�1 I .I-,�, ��, ; I I I I T wx F ]I ,:::!FF is I - SJFACIR I , I : I I p . �?qr .. j . �.. 1, -- .-,.....� I I ( D ,LN,-Th - I If OF -I- I , I . ­Iii� , I : , I I r "::.. 11 I r I - 1 111 I 11 I i__._j . I I -_____ � ) : I k ." I ",',""Ill.," Xl4rml ANCIONTS - -Lk1*;6:`�1.1pv CONCRETE Ahr.�I_** •Itr;-- --t- : J� - - 14_� I - I __ I (�,�, � �,4, _J�I,,[.L rot, �� (SEE PCHEOME ,., _ � I I , - I I I , � I S , JHFLOZ I of "Il' LCAPIC C.OMC$tm . k�� SHM ql�, V , MAX ALUMINUM misvill Poiatoo ,,,, _ I.; I ECM' (14 I'll OR SIAS I'll , . " I'll:1 Fro, � . I REQuil I I 3" I 1, I ��[*MTIOR) A. SPALE114% " A . 4"'(1r.lil I , Il I "'I'$71ING POURED CONCRETE ALL X51i ' OA6 , ND A191 . Exisirwic POURED CONCRETE LENIVI PC" Ili 1 1 , , IT Cr,/ BLOCK 'Y"I'll all CONCAM ANCHORS �: I 'if uJi I', Ift l4il - r5a I I NEC, 4 :; . I'll AL-AVINUM T&ERIT 0 , SCHEDULE " 10 - I D - 1/2, 0 C. W TABLE ON - m 9 THW>jCm .,4 � SHem 6 a %O,) 9"t[0.. AND -FLOOR MQVNTM 0-ft0i SEC WALL MOUNTING Ili ill W,i`5Pl)m_6 _ QfVNTIMG sm[a_4 $ � . U9291iA I ArkA I,'l ifII�1,1011111"l .... ii1j,Z1111""A &.Ill r . . . . .." ,,, " -,&I � . ��i � ­!�,\ z , � sr 4 . I , * � hg.TL- FOR, WIMBINII tit SUITLNI.. 11 L .) - EDGE DISTANCE. .. fSEE SCIIIEDULE ON Il III Boirl(m m'I.,:,.Ti1,,;S CAN BE % .. _. I ;Hl 9 ?, tOI! COMBINED I). ANI 1i TO SVT ANY ""'i MSTAL[Altir)N i I FT AIIII11A IIIIII nimi. k W-1 I IN," WIti vilill III.... 2.n. -, 4ki. 44167 '. '- % � Plxl ftmol mc ,IA GAGE GALVANIZED STEEL STORM PANEL I _.:4, I �� I * .*1 .1 _�_ - VATE 0 , * I , - 7"II 1. - --.--. 0 111LIE 0 ,.c "I - - � . U � .? 1 , 1 14,11, GLOBAL -C. I Ill - - ,"'invil " - / I _­ I. __� W� ... ` , ­ .... 4 r" 0 I m t I , ­ rian it - I - A o-mcrill comimAH; - It - .-.I-".,. .= 1, ."..". I. 'W.- .!, ,K011". ."I A A I'll" 11, i ~ 1. I. Irmil _. Cil 11 331, I -1i ,iVi Imil Ii 1. fi,"�,IAO I,Tip, ?I, 17.1; - ­­ 1-1 ..0i . _:;- i i I- - !2 ,. 7r - I - f- TAC-.7 I - $111#16*04*kt3&4A /DAITF 0 0 � i i ;� i " _­ 1. lio'l 1. # "167 ___ . �____��" Or It I 2.�4 .--. .. - - ­­ . -11 - ­­­_ - . ­__ - __ __ _.__ - -, ' I .�.N'aTAI,�-A.T���QN..�DFJA-I,'.5---EQR�,.,5.�,R.LF��S-2C�Q-Q--�(--100Q. _E-Z HANG _ S�LQF�.kj__ ,l :Ill i __� .­ I _E ,L' ttjg� 1_1[t!g ) . STRQ�j .-X--5 --W.9 .aL _Uffd � - _F -.-i - -1 4, �4 "t I - - -.4" 0 1 ,14-0 L,I 1�-i •0 &' I, I 11 --:, , , I lini'll lo"i 11.74- I " - - - , ! f"51I Ail WEA'"'I r %� ,, IlArAl pl[nrik.l�l 11 � ;", I`�',;­,', - I r- 11�, 11's-ii .�,t �,Il �_ - I r � I I � I� � � C." I .1 � . - .. �." .., , - 7_71, W, : � ii , Li $_.,� F , I I 1� 0 I , "! I I "i, 'U, A. . , I A 0 . � 1 , --p. I I I 111, I� _, I I ,,,, 1�l 37' Ai . .4. I .;. �_ (zi, "'i l, y _:� I I -_ O(F . I Ill I, I ,,,, , I llil, I I . O_ , 71-_ 1i h I I I i - I 'A "i)-I, i - Sol k I � , ,A SCAT a T" : t W" I I § - - I MCI ,!�� F� - I ! , . I , ii, - � 14 " � ­�Z:;, �, F"RE'll "I"C'All " � I- - 0 CA t . 2 � I � �_ _ I , . I I � �i , " X -1 � I I I -• � ' . To C."ril .00n 01i L li� � � A lit � 'I 0- I r ... I , I � � _ -__1 i _Il '. A , 11 � I � � .-::, 1_1 -- -! 'i � L 'If , � � I . - . - � ISLIL orm I"21 I ,� - 41, , I I: A C_ Olt," ii 4 11 1. .m It Ol _ I , � _llX, L, 1 J, I J! - *� " � , ­* "O "'S i (I I I , 7-1- I � r7 I I," 1, I 1, 14-I �.,��,,`, Ll _0 � i::I=::, 117 i I - . - , ,� Oil ,� ,�� I I � I, I I , 'Si .1- � 12. A, I I 1. � - --- . " - .ori l. me: ��-) i) _12- -1- -I, I I I I I ", I _7 I I : � _-, ,­ .r­"!� 11 .61 , . " , , � ­:, All I, LIVDRKI., !� . �� � I ,�, ii... " " . I I . It � I - 7 � - "--. "I - .17-1-11l, 141 ; , . .. I - I � �. . I I V�4' Al 1 :, W '4AI=", i ;1�1;6-il V- � ii IV, 0 SI: , :, I , 1, 1, $j, 1 I FY I � y,",,. I. a , � ] _ � :/lOil I ,hlii� . r, oL.5%, I Ol I" � , , � , 15,��. - ,',' � I , IAl I W 4,I1 a I , ,,, -, I All ,.I _I 12 1 ,,, TA,l '"ATN" �� , - " �� , - - I 0 - _,ir 1 � `+.1 I .T I ' � . �, I I , I 4 7- - - , III I,*. � - I I 1 I "I I - I , � ­1 � � I "F - I�:,'4,," - - , YAl :Aot a j , I . _ / vivir, O"i .l : � k, "I ., 0i ��I, A, 4 J_ p I � I . � , " -, I 7 $ _- I- I - 1 � ?i �� �� - % �", - -fin,,, - I :9, � 1, -rrr 11 . . � .. I �� - I (S". -, - " :-1 'IlAtoo' j , 7--'---,. �r .�� - 1- � � . - I : I J,�, 11.0 i i I I 11 "•I I 1 4� " �I - I I ig I I fl, � ..., :� � � 1 1 1 ,: i i I �i �! I _ j I f4.l- III. I, I 1� I I I . .1 - I I I I IIL��4�Xjuil Cul or I O . , , it 4 Ill 1, . I . I ­. , I I I lw� r . . I 1, , � . 2 1,,,`.:;e,,,1, .'JI' _ _._ t "�A_ , I .",,,` . I 'I A Ill - - lal."C'.4, 1; -mr I ,=.-." ILI . � ..�,������ I IA v"iftw I I I - ii �:-,-, I � I '1� ' * ' ' . . � I A I " � 4 1 � i . - Ill � , . ..... �_ ,141 IV III IS C I, _ - :, " . , I , I . .r - _11 "' �! r __ . __ I : F -UP-- 11 --- I 11 I I. : III -1 0 I. 11 - z � - .� F " ii I .1, l'11-1i -l-t""A' Will IWIAMI I I I ­ .- t � '.. - 1,11, 1. . - fliIi , � I I I.% � 14' A � I"- I ?� 0 ! , 11� �r­ll . 11 O­ ;11 %A1 ). C41 L 0011F ! - �I! . . 4 -'r, 1� 4 - I I 'A r ip,Om AQ __ � .4 X' " " - , , ! .1 ,I ,. � "' i'' I I , I , , , ' I:' �. "A.' ", A. I, I ' TO 4�.Iilr;_,17t '07; I I Kill Ill . I , I I I C­ O'I'' I, I 6 I �Ikz . I 11 I ­ I�,�. 1k 14 III a i o C *1 - , � - '�',,-­ ,� I ,, A , ,: 1, i ., , _;!�, I � � r I _. - ,,, � I , I,- 0. �qll ilw,l III- I - ol"Al. - �.,: , Y16U_WUNTINQ - `­­11 ALLLRMT1v,E__;LW - 01 , "a"; �� , i IN31ALLI ,�­ I � P,A1I1'4;r.._W11C I 11, I C. DNAPO, AIU. I -W - -­ - ­­ I , ­: "-'- Bul Titi I f0i li�,AE )",-, ,I _71 FLQQR TQ - IQ 10= F'. I INSTALLATION ALTERNATNE iii 1 OI%iAl1.lkItW0NS T T likV I 5- LAII Ol Jil Ol .Uk'.15 - "i �4`*_" IV # 66 V '. �. I i _. rl� - 11 ","I'll"i - 7$ I, Pip ANT, .411.1, It MAI Vill 1(7 II, �i 1 -4fto i I, ", $ , I NA i'. � . . !I I `P IIIEW 10tioD lililitir U.5111'ITI I .il"m, 'L, Al "'O"7I . I ­'! .. �.. 1� Ql- "', „ , ., C. I /.* - 1 F"I II 7 il 'I"'EI'll E*Qsm or ., S.I LA r iot,K � I 11"I"I s I � ",',,-I - ,N�� i kil 15� "i . . , I I .. I ,l Fli BUILDING I z . _II101 Vill Hwrl,ti­ Zone) _211-16--.114,757-41i I : I �1�1411I �k Illro I,, ,p I .: = 2f) I (I'lLVAII SIEE( SIOIN PANEL JIL"'IRS'N"i's I ��r ", mill (D I. III , " .. :* . T.I., W Ii-- to , -,,. I � Vi I -..., ____ II 4 i-w-, g,i,_,,,i,.(p ,-rr " . �tr 0 I I" : 'C' � ---.--,--] 1, - I. �IY .At 'Vow ,_ O ,. - , ­ '7 "'I"', , . * - �;,* ' IL ECOI,fe, I 11-11AL PR13TECTION PRODUCTS, Ill � _1 - , , I __ i I[EMATIVIE TL,e-dLOWJJL.�W�",�lai�k:,,,,,� ,` ! ,„, 'I I 11.�, , ,-,: �/ � �11 . I .,. I F;­�� 2A mi-Tini- x u-, ,I,,,- F 3 " - - . � , ,e , " . 11'1� I WIV?", , 1- .* . III -I I,, ,,1 I r. I, R.�� l'. ­'Iillk� 01 IV ,... .&.."I -i I"I QQN2=11-ALAMOXIMAM -,�. '1(, 'I TL ill ZI %ii - - " ;'."'l, I, I 'A I "A I ill 3CAlli I/., . 1 "4I ll. ,I 11"I'lHil ­.�_._....__.­­­.- I! Ill iii NoY T:01,IN �OA II t sc�/%("Oillol , O i ,. . "' " ri:"iIl,' 5iuI pAswa.lummBan ,It 001I 14IM-1[liLl _k Q_`_1 41, .­ MAXWUM PAI LENGTH OR L-- (ft) 0 .04 kx Ill W Ill 0 J. i i1I 'XI-Kii & ;=If 01i PRESSURE R11"'I .W il, I I 14.1,% I - it- ;10 a __ Q, �rll - 1771'.,_ - I � 01) Fkl -o I, ,,, _­­ - I -, a' Il.,"--S' r -�l mr, w,- 'IT, IV. c" . A? I I . ,_ I .3 0 ,, 1, A 9' - - - . NIt; 9 - I ' 6 - 4' I -­,ss o IT ". Ill Ii, m IS 10, J* T ", . is o Ill 0 * ,_'. , -- - . ,,CO , - """' "' " - -p;-I 7-0. ­.- 16 0 . ­1 . 7, . ------- Ill . . . __ ... � � -wi -, ..A.-_ ,.-". --..-- I ir,-�, - ­ - .- - - I. .- 7,0 _. - I ­ C.Ste... - ­1 ­�� we 011 6 9' # ?, Pile o , ,,, O ;, I I oco � I I c, 6 J* I; I . ,4o , I. . , F., IV I . irpi, 11. - I I ,---,: I _&A_TWg__Jp.B.f.� ,-I 3/4 4' , .�/t) & I � � c0iij?�YT �1?ij,jsfj 1 2/4 t/4, I , , ") � E - .6R STQRN _*Ill 2`11i 310i & Allil A-W= M I �" 40 _-, ANCHORS ;SU SCIACOW ON . 11' Ill �MLE, FARW 1 REMM-D AT�IACI11 1[ . I � . mi .- ­­ Sil 9, to sit I) � _ � - --I' WIN 4, & 0 ­W_____i i 00.1ift 1RAII il-A"-&-th 2H . (D, 0 ­ - ­.--. .-I...-- 4. - � - - 0.0iii �,j I- . i __ - I ---.-.- _ . I - I - - - - ­ - -- ,- T.��'-__, _7 I � U'RL� I - sl� WN!EO AT Lil P(Pe" �­ . � � � ---- MAXIMUM Fil I-F."I "L+" OR "L-" (ft.) 0 mAxi A!, C, CUNCRET", & *00, DESIGN � nl -.,,.$.I 11ii ,Ns!.L,i t .I.,, I - I - .V 0 1 .. _L_ - - � I I� it . , I I $ 1 SO " .t . 1, ­,- . q.- 4 - IT -7- l", Q e, -,- 1. - , l5:V Ii., IT J, 11 li- dii, F 18. F,-- i' - . I 70 ii, - I -f I,- I I' ..­..­.___ ­ O__ ___ -, _ 7'-2' __ I _7s ____ - - - ..... . 450 - -i _w _- tf�-r , - _­1_ il0 �_ - -i- - - ?�_ - - 4 - - er- � - - . I . , ., ­ - , _11�_7i_ A-7- -flF * - - 5- 7- - -,l 31 , - v -4 - I Y. - - $'- I. , - ,'_,C' :, I - - - L2;Li___ I - QVINWO SE PAL"" - "" - TO CLASS SCRIECII ___ - I LO IIII04 'i I , 171I m, 0 , � 01i Sill I 170 In I ,IA"[: 'I lll.�, . . I . -1 .. .. ..... _1­­._­...._ ,I, I J,Nll75TKXUI4.,, I �,Sllilkm!El 2 , IUNRE%NITAINED AESRAI - 7 i 7 - _ 1�1_­ � , I! t li,� ,I _�- I . - - - . � I _______ ___ 1/2, 7 112- � .�I r_.1 - I�i I I 1-17- _� - _- - -1 !,Y I 111, , I.. .1l . , _,_ ,!_�;_`_ - - . 4 , 7 I12 ­_­­ U."D NI 1,_ TOP I C, I ". " � ".. ! - 1­�. � BOTTOM -----, =',2 � W.'Atel I H m-I I I ��'�"l , I TiOAZ, OOII . �Ali ­___ , " _­­ � , ,!= I , - :�� ... - ­_­ i _--___4-_7,7-�-­ A`U .- be. I 1. I � ,,�- I V;' 3b $6 - I - 1,11ii -.1 I " I �"�" -"--- _� --�--- .- , ". `4 I'S-.1 '- %7-, 1�* N2* I .. i= _sZ1_ I I . _ .. - - - - _� 3 'r TRACK "'. iii, w* I 60 �: � ____...;� � , I -IF I'll � :,- I , I� 11. "I, .4. i I I W I;l cl� - �IO" ;;I-., - T, . r, - - � I � I I � , - . � I �� J LT77F 5o, � m. i2, : lo, &�" I rIr, . I 11 , ,I X, , ­ - ..1 . I I ,,, - el ,I I I I I � I I I I I I -� � I � ! I I ! [ 'i I I � 1 I � I . _T 5 A6 � I I . tI I ip1ANCIA A� .Vil 2i k I I ra III , . Kq- r ." II3 a tA c rRLAP . i"if F.I AS AnPL)CAOL[;' I � I � f i I I . I a . i I I . 11 . * �' 0�I 2­_I oj,- O-I �I 0- . �4"l-- - -3- MA- P' MIN 2/4 1/4. 3/4, 4/5, 5 / ` "ll' *1Ill 2W/G. 3W/7 & Jill - I I :.II iICW:Cll ON SHEfTl 9, IT Al - REGULAR STI -PAN EL,1OILLIYABO I I,.. N, r,, 1 14'', -,-. I � I—. I -, ,,, i,. I ,,, O, ,"i --- - __o4 117"'. ll`lrll� I I 11 I . ... I ..... I ..... . T,q,%_.­;7pl 1 \ , I . , . � . N `Il / / � I r I 2l O' I L - , .- _ _�p I 5E�D_QJN I 1, I 1 N T S A_:6 I ! III _ -.---- __ _7 1)(1) I WAXIWI ktOWAMLE� PA IA, LENSI FOA A GIVEN POSXI III OFSAON 1.000 L- Al N.I.OINABLE VAI LENOT- rOK A GNILN NE"I'VE ASO DESIGN 10i i2a PBOICEDURE 1`0 OCTUMPOF UILIVIA. PAWL LOWER, OMEN A POSlI A.SI) VIIIIN 4fAO. E(imel MAXIMLAI PANEL LENCIN 'LO* FROM E � CNII It OCECATII)t 4$0 DESIXI 1000. OC7M!NWC MAXIMUM PANEL LENGTH 'L-' CROW -1: PI NK MO.6m(l AU,OVAOU POICIL LENISH IS fall 10 TUC jeftell DET`EANrNl PAN U BETWIFEN %.' ANO %­', fj) SEE qMCEKjLC rjaop CIA Ri NAEL LOOM. rom Paliatti OLIALIECAWN � ws; miry" ill ARE tlUM 10 I O� .0 Ill .St,.IDESItch PRESSURE A�A�,Rc A -A � - __._­ _ --,---- - I t '"S t .- ..­ .. - - - I, `�'M "'ll # - 6, if 6 ii ill 1LAx a NALI'FAlift ymmil , 1� �� 'I " 11 , �, . A7;�Jtp­I � ,I raw til OR 11 �11 . .Src 14 SPACM . 311cfliol,'41i _ , (,I, IS �" I . _�.*p . _--___._�_...,_ _ ____ ... --...-_.,-�_.-__.. _11V . \" I -.1 . "� � .!11 I , I , _ , . I - _ 4.e .. - FLORIDA BUILDINC COOL �Nor Wigili_ Vii Ilhurilkliew 7, . Z - * "mo I'Li'll OK - , - - - III I 'O 44167 ' 'i or ; z * : . 244 GAGE G%LVAI STEEL STORM PANEL . . :•� * ­ . ! I - ':�I`� ;TATE OF ' - * C Ai . Ill I LO I 071)1/1" � "', �GLOBAA_ PROTECTION PRODUCTS, I.I.C., - 4ii r;` •. . - . , vill T(ii , I.X, I A'I 11 �__ "---- , �` , !ORl �, �Z;1__� --' il i i.L.&i.Ic'eliwi�;, =_ C17W. - - il;� 4ii 7IO.l - I. NO, i L'i � Ii .. . ,N " , - - I "I "'"IF I". 20-1 ps .. \ , - W, .:�_ 17:�, I I" I ' 1�; I I , _ I! , )ONAl-rill I IFIR.Aft'll II 11 " - , I`Ili I-- . ---- -7--i-,"F�FT- OIANIOO� 7- --i"'A"' ", I Ili, I '.. - -- - IT, I, ,� '�:f � I I - _1 ,.___,;;;4,..; I� . . .0 I It - --� F; . I ..... . nli 1-1. -I I W, I A . ,T_k_,L_+_.. - - __j I 11"O. 1. , , . . 1. I . ­­­ ­­ -Ir . . .... ­­-­11 - - . ...... . . i.N-sl!1 LLA-TLQR.-.DETAl-L5�--.E-QR--RECI,ll-t�p FANE( � 1F - . . 1 I INTQ,-,WQQD 5TR_U_C_1VBF_$ ; . �­­r I , I Il RICIOCRIlS" I , ", l 'ILSiLL Ili �%Fr, %r.�4ECIJIIF I ,I� Ill' F LtiLL 1 I ,."..-o"', Ili(l ll) 3 .,. 1I I , ,"Ill' I '' I I! rk- �I I II ,Yl ­0_)i "'. ,II , -a I � , I I � wn. : ; 11 IIII MCI I, � - I I 11 I., I I f i(L LENG., � I I (!EF SCHII I 2 I - : �' , I�I � (I 1 1 1 P'l* I'll, I ,I ,.,r -, I., I l�� I - I "IFF , , 1� . . 'A !mEt I ,,I A r , � '! : - � - III I � ts , t - I I - � � I - - �111, , � I i ­1 � I'Pi � I : �� � MAX _ : , sa 4R 1 "" I I I n . r - - _ I �� I I � SPACER : , ,i OF IL' I - � r I � - LENGTH I � " jI � " . 11 --7- -...- I ­ , I I , . � � *001) OJEACAR I - 2 1 1 0 1 � , I � REQUIRED i : I 1 - -:-, - ) I I I I i I- I I I I EO ; I .! ­ - - I � - �,F_1_111 - - -Z t . �� . I ! , 1 1 LOOIIF�-� 1, � � I I 1, I __ _. - ! " I I I I.. - - - - 1 ll`ii, . 14111111 ,9l Ill 11 I,','* Ate- � � � - I �I C i,,.,., IAH r 0; 11N "Imfl-l' 11 I , 1�1 I "_ 4� I' �m I Cr Wrr -- Nit- Poo tm,'AIKXI�., , I I I I � � I I . � I I 'L' 4w $1 . ,'I L� 'SLIVY17S I SE. AR _i I I i : I I I t..� IS IS C4.Ass r t l ,­0 I I N4',, I (Of, LfRoll, � � IF F V-4tt"), F I ,�Il- 1k.01i I Of, .4*41'Oull PAMILL mil It"r FIN PAI lill I i : wi SA.Lll 3) I . " "i 3h IT I i ;I s-Eir 1� � PI isa SUIEETLILE ON $14.177 I" ! I "'. , I m A A, T I I � � I A, A, : " I I � T I- � I '. "'... I � I S,1114JC, . I I : i-I, ATIO " r, 2',-' Vil 1 1 Elit" -4 ;'i " J : � FI WOLO,ill CLASS .1 6LAI 'I S, I I I 11 I � !" I il I I -'i �) I I � I I III I i t I 02"l- Ill _wz_ 5fArAfl- .9. � � .? I ALTIRMIM.-2w, I � , l., ; i I 15A SCALE 3/e.1, � I 1- I, III I Tnir-1- � sm I f, 1 -_ __1,____ ` I SEE T-AA,lilill I SHW IT FOR MAX °AIIEC ji 4 0 Or IL, � w I � IV, S C DILSIGN LOADS FOA Ti INS-IALLAIki I t I I I , � � - I � I � I! 'f� Vill . . . � U , k,, I I .. , I -1 - ---;-,-., , �. I. . ,I il I l I I � I I . I � - - I __ -__ I 111.1 '7 ' 0) � I, �.., *000 ARCAORS ST. I * * U=' I : I I I � . I , IIIAGGERCO il ,:, VA! . = SCHEIA LE ON SFACO IIA W fe, I 1/2' Lail .r. I - -Al - � - _S �_-,.; - � ` � I ", I I 0 l I 0 (1) VICA&MVION 6 Lee" TIT A i linal WALoi,ill el 1 ,I I � �O' ii 4 I *am I I - WAR "I Won (no Is A R1111"Rictim Ill 140 I F%Art RJOI I) � � il AICO"Oft i 1 W.lz#4 No" O^VgIm, -IC�" ON pi I ly I iI I, "ft MIXOMON ,y _-I'Ll F. $lArl"irill W/ 57 I ON timm 3 wiff Kmamu= 15 III. Ai: . IV, -ii 40i "I o0ii-owin 0 lipAREL tem PENAU IF; - I" "I, ON LONG 43 THE FOUAO"C DOMINIK" Am I , Imitik -4 AL,") - at ",Ool --- IT 6 J/.," 111C � ,", I . .010"tl 1i (111n Ill Or$IWT� Ill .11 1/2- Me 94014 .Ji 01i t ll) �w "a ov pKnnm i !l � 11AW A .60, - I. J31 W .1 I OAK, UAI I L'Al 'C 04' AT AWI '$III ill; � i - " ;r 4 . tiWMG ALLUAL11 - � I I I I .� NA AO TPORN Ael LORNK is � ' Cal %M1RVKA I'llikell Aill III ". / _WRECT MOU timil ill INATIVE 2 1 1.1 I In, LOK SPI co"INAl O" III cc 'a -.1AI 'O, W.,iII hOJI`19 1,j Torumm, .,l 1r1rT1lJA111N d el I I"'ItLE ..,'6-i' swr I mts"Au.-rok CA I 1/7' :IJPAG 10ml OIL ITT ONLY III . Oan" *am (%ft* *41 r VILA FOR W.0 NAa I i AND V AT CaFMA In ii I ALMN-Al 1 1 1� Jill I l ?"ll STANIMPID AIIA -41. OlOO rini, FIVIIIII 01 119 nXIIAKA. `,,� r , � , PAOM cal , - , 01 OO51.11C. .."D ONLY top vil liva-w " I t I . 2 A 3 PA&W C *,,,I,* 111q.." � _ --- " ... I F. . I .� � ,�NC Pis ".. , IRIUA CODE (Non High Velocity Hurriconp lli , !i' ...I..- ­.­­ , ,�, .. ,, F LC BUILDILNG I I SQrE Ill C0VRjMbQftSE i ,.. ;1 J$.T.�,p. A�f C,NLLf VALID FOR VAX A �,'_) ;; I Ill 44167 "i � .111t4l. III, _.UQWtj5 _� - Pmjll 1, - 24 GAGE GILLYANIZED STEEL STORM PANEL 'I 'L �` AND KNILL LENOX$ 2 * � . (Ailift m : '* n I * i - ... ­____ _­__ DESIGN Plill I, 4�1 'l',, . L - - - ._._____.. --- - _ I TOP & OCI sl �;I,­ _...L. . IS PER SCHEN'J�LES 0.4 S hl Is ; , -- " - . :*E , ' wpiinm � . . - - - , I 4p:'J[_.' I*.� 'rS' WAY TI) I AN, 41 '-fi . .% % ��-. 5 rti t IF G r - - .A oj I I; I I - - ," I IF IILIECO,hic '\ GLOBAL PROTECTION PRODUCTS. U1,C.✓ MI, , I NSIALLATON " ' , t tio, '. " ,ni i ,-.ill'ifti �i���7-, iil l&IF76 -i jW,_j�.-fkjj.�67�i]�l _ ___j , . IfEA Or"I'lr, F-PAME CONSIRUC11UN. WQq­ ` '0 ,,, .. .. - . NO - _. WONAML � .1. -1 I 01"tNI -175 ..- I-1111 I'. 1.11 lirtil' I.. 'I"Mit "Ide- "t , 20 . . `XI I 'i - I ­ t� .. - m I Kim I?� 1, �:- lilFRN PlINE No 2, Wl SPECIFIC 1:� I'L k�;4 , , ­-viii6liw- '--' _-,;LT____g66;m-__TaW_ I ,tit, , ., I. - �,!!.�. I - � Vitul . I DENS" OF 0, �,' , 04, ,'L1,AL__ __ lipt&moik st'W'Al . " t, 130I -,-- --W_T;�7;.� T:1=77:4_71 .. --- - A I Ill.1 11 I � '4... _. * --I PW A V 16 1 I I. I F, .X&_dLAI L � F I .Aj&:4:1_tl %j,R,A­e�..'_ - .. I IO:4�1 �11 I 1, ", il� 1l, I: L."ll, 111.�Il I L I-, ilf-:' ,f '* F ' ': I � , l", ill 11 .,, � ,�, , l I ..I ... �I , I TV THE 4�21) � I I l �,i I I �11F, �I!.I. "'I -1 . I - � "il � I,` 'I,' : 'I'llL lI': -ID 1i It WILIJ�, lmr,,':�tiill Al, PARNAI-ACT4,RED BY [Lee CLIN15TRUll PRODUCT% IFII OILMI 1, . I� I I �IiWl "Cr, III, FI IIESLIVIN vi LCA ­,`� LI ";.: 111. .1 I I . �,t M)QI1 r�APWX: ." :iiiiAliTilITI) ill, l,ill Il"llil 111-111 scll,' 4 tiPR` if I 0 � � irfILD AS Ri I I I 111­'� I".,; )i! ID-085, 1.154i .. ,,,, ,'!,-F`�i -, . , I �:,!:L I. - i 004"I'l, _.IRL4[z�� PTM'1101:�WI ill� Aql,`N�, ::Ili W11:01,1 lli:�­11 F LI(Xi M ' A � NU 2 ;it fl,Cc iMELMAIC FI.1S � 9 r4ii i 7 6 1,14 I '­'!uk[ IOAALt ,IF I 11 l"IllcliA 11) litt . r 40.00 ,:. III ,� I : �� 4OII.1:Ll- 14Ptl IICNI�'IFLFTIFFII ,,I , IC �� 'I'I, plrO ��Omf st" "t I _' W ­,lArAD , Ill " A"I "" ", �: I�i I ` Ai.'A NTlil Filll��C: Il`, I. 1[ ,:,III', l[HIl7i III. 11 Fill ` "I'M .I I F It'. i I II pol." 'Ai " oki 'a I'll I : I 5TK55 ,VR Al I - 111ill"I'll, 1:1.1 iMIAIWII Ill I �,. : �,; , III III ,ill l", : Nr. -, I. El"Aii 1 "r ACCORDANCE it STORM PATILL'S A � 0 , .!:�,F �. . I I I - , .1 7 11 .­, y"'011, ri AIV4 VENT, r , . . 1. KP Ssm 12-90 , Ol.11.,­1 I ,III I tili - jr I ANE, ?A , I 'I"I'leF, r--rRT'Il41,:l, , STING ,� c �s Iii BOARDS i FOLPI ', TI I , . , - ,� !: 11 I III, , � 1; I � ,-�<E,l F�Ellll 5k;C�H FIAI , ,I I IIIIS llj,�[,-I I All Alt�`irl.AIV,ll Cir 1W ANCI"ll-, MMIJIFALTURER III A_J­l -i,, "iIO, ,I�l', " ,"l,h,, ,,�,,_r "," '1'�,,"I, il " o I I ii;4 Fli'Yl ON SilCTI I IllItIol-ill C f$kil 4 � . 11 - slirct SMFTI -�, , I I I,,�� 1, ,, �, ­t� 7TII, rl� ,I, I I 1 lil�l " �� - I 1 ,"Wl �Illr 11"I'l- IF IlI I'�` '.' , I.. " , . , - j" , -1,O,j_ " 11 NI _, F ., (.V III ��, _Z111L LIE14GI , -� - 7 ;' ;I - �­­ ;1117.1) I -II, ,;,I " .I I"i ,�P,Iil.,114 I, ,T11,^, 1,1, �,nl.,:L,l ,i,r FHr ITVIULTLFE WASE ILi4LITIER r� Q BE .T . I I A. Still 10, I _­�, � if- - �,P Ili, "'�_; � I "I �Il� 1:11 I1%AI!A I L�ITL� -7 WB�,,I :�i I Til, ) I % F I � , I � I ,�:, L I , I ." , ,�J,�_E T�, ' �,11, ill r ' 11 I 1: - 'j,j '91CIr "It , - Z�c AI`IAI lo COOL. bi 00 *0'�() FRAME ,00:11 di 50 . ­.lil", " � _�� ", 17,idjrt,� I "I, 'I' ,V4F '.FLIlI IR!I$F:,'AVI 1 ij . I"' I ' IW,l 1 `mlE1l4' Kl)lt IIII 1; d11F�.';"` I .111 �) 1A I I'l ZA, II,!iI_I,1iIl " , 1� �R.,-­Il ➢UIK,'­� C1101 ".10F, AS 'Llii -_AClI,lI4ij 4 2 . I� G 0II) ALIVIVIA!"Irs in 3100 * 4W ON � IIIIJ . ,I . or 6 i F%'i -4, � 1,14I, I _' ;I, ��IIFNI L Aj;7, ",jlI ,IS&] 11-IN ,I 'MkI,'?IIII lifilli Ill* TIENANT Tn . ,',,.'c : r, K 0�11 . I . . I '� O`Ak�� I -_ r � , ­il L l AI I ✓ill k ... � ', Ill% Or'. !,,'III , I ` �"L' � �ACAIII -l"N'. 1`1<11 I I .A - ,I I I I - ,4W, ,,, AIII,, . 1 ,,4 r Or I I I.. ' a "" 1',Il`�` '11"ll 1I NI ,III, I, -, , 11 I �Ail Il" I � I - , ,, [11, t, I, I ll� ;;tQj1.IIC`%11 , l' I ' , , - ­� 11 %I. i - I, %ii _. I P- n(,N;, I ,,,I,- � � . . 1, , � I I , � W 'A ,",I 4 : I �PEC,k I I r.15 t- Ill i, . ,I "... �A,;W;Elc�., 00r, �, C 0 I "REF"LIt vI' 1-1l, E.110i IS �AASRT: AAW Ll:�ES Ail l+1VSNE INPORMAI'KIN . ": , ,,,,4, "I, " , I�;* �:, - �" I: I . ' I, T`W,,, ­. v AlAll ­i,IE ­,E -NEIril CIE'l (`RQV Til P j (I ji PA ) Ill ,`? ', II,' �I I il IIINT�-i If-111 PA10ULl% . . - 0 �!Alki It [ ISPNIPol,�%,14 11, F,F RCSPliX4SE: - FOIEQ'it. Ii SCILEC.1l0i II)k.1IASF AN LF At.% kIAIIOR N*CLI,10004 I.JrF SAQP THIS FROI Bil 1Y4 -,,l, I'4 D Pi III, 4 rpOl 401 OF-.11AII, , pot, T-If ccFr4li IT ini S-Al-ri:1 I Iii mcutei ­AlIMIL O'k, . I ,I C`OOA`rpvcfl�� SAPI A, �;Irro�, r.IE I:ONtR­,TOP' s qVSP0A',iAlLfr1 ) T'l[N FHY�OUO rVillItATIC" "I'li-,IA I" '.%IF: `,V ':r.`!`i',T FB`i O"' - ' eii $14 SILCO, I .". I., l, l III F %pE,C1P,C PPI a,i 1. '- lll-,l� , U! � � � , .;_�, it, , t 1 ol,,r� -1. , , , I to ? 1, 3l.l v l r k ... ... I I Am4­ �, I � ftr0ml low ANCI " Y I 'r., W, ,. I 1�4 I `M llih�4' Ill , ", - - ' I - ­' - � - I ' - l.itPG`4%I(Px I U IOO( I" islrl� .11i 'N��NI :,, Tl-1 ,:iNrS ill rt"'EA 'N-I-'-, 1 ""i PA"Ol POVETI I,, "-r ��" yWill4li "i `IlII Ext"INC ,,,,:i - " I "", , " -"I, <­, � . _', I " 1r, INII I I" QlLinil N14' "I, �IIPI,ItIIIIHI I� II', 11 I THL F,Qopll�,Aii,lil AXCHI _-IIL I, '', 4111"Ill 1. I III I;4[ .1, 1. " , o-­F 1;J1­.L '- I l�01 ro-LAIll"C � . I 1. I 11 I., I I d, u � � ,., ' ll;(-­� L,i S)lk, I LZI.Mt.: .Iw Ll LOCATION At 5104i - 114- 0 SAF ,­,'iL, �, *T_ ,�,,. �% �, , I,l'1'I.r�IANl .rl sr"­70N I lICA 9 , ,�l &M-DINE CLKI 011 L,ICOI - 1/41 a . LIP, III ` ItALL BE r I i, r0l� rAl ',iIPE:4i LIORI 11 �01,i -FT. SECT" I 0 3 Or 744 . 1:46011A E'JILr: - W ,_WIC . 1/4" I !I I , I III 1::l) . III I'll. kl. ,,, I 1.1-. 11 11:( 711191IWIIIN ,Ilt,�,Asfl I", " "'Its" . 1/4' 0 7,14 . I I . I 1 11 . 1. 1101"li 0, r12 1, , , , Q,� .,% 9.1 � Mml , ,,, - •;, ', .... ­',­:Cf Of4r.F "I,11,11,C ­ljt, ,I. I'll lSF`I 111j r ,�e, F � '%��Or F , � , �jl ". 1, II� *. '..;I I," •-IORIDA MJIID44C CODE I Wi h Volodty Hturicors Zolroi MOCA lI � ,_ 'j . IF L �: 1 � . ._____­T__­_.=__.__._. � 0 2V CAILK IN li, ,,I� , ," 1r,:, I , �� �-­�- ,,! i'll-' ,l-�k. 'd�''-ISJ '�-I' L0',C--C_1iF A I I ,,, IF I I - � 3i I GALVAWEED III STOOM PANEL IONIAN el � ., LIT, --'-I l , I' . _ �,, - 'RiYl VSr,1 '-A" ot 1,'2' �C"� id Ill !I 1,11 , I . . . "S"l ", I . . I - - � -_ -0, ..�_ APE I, .;,,,,�,, I- .,�,,r )"I - 14, 7�­_L , . . � � ei'lli I I OF-C i HT, IGIOUt PROTECTM PROOMTS, LL .1i, - 0 A) ON CASE � I I I- I , I I I 11. . -I 1. 11 11.11 ______ .. .. 11 11 I'll � E 1,15"i - - -175 1 . - n1b, I I. Pi. -I I .7 20 I I I I I I I"! r, 1 .��___ . - . -. - - *-- - - -;:Aic I .. __�.l -!! - , il t, . , , I -I- 4 14 � , - -1 - � --j -.-- mout , W ir , -.,. -------- __ __ - - - _IN5__TA_LIAjj.0N U"TAILS FOR RU',ULAR PAi�jFlk. I O INTPOVf�E,D._T,.Q_KR.0 f8_,4 , 1T . Q[.1. K.. 5T_RV Q.Til!!.pi_* _Q Qj _�B_� . . ZYAIIWY1,1INTIFI"i Nl,,,ClTill': OR CL)Hl I$ 7�,,1, - I I Rr011spEci I I . ,,LET!, � .1:1: I. 1 2, . I - I : 2 : I I 3� ". I." I I I I � ) ,.;�� -0 A ­/I '­�. I I - I ", ,_ -i I J.L,), -I I ," S,L]Eii`�"l I TV I Ii III , 1, Ft , III,, 1, I ` I I ,� to! �[] � Fol � i � I . - I , : _ , 1 1 I---."- -. ! Lt I - � �� I .. I i . ! I 11 0 f " I 11 I'll I I I jll`."'L,*5'�Oj ILI :,,. I :, I " , ` � �IA""I I X, I I � i ,4N " li� I . I , Z I I , F I . A 11 _yi�'�" Z f , I I f u.141"oom r4m � F I , 1. L , , 1�� 1. 'l - I,� ,Lili vil,ij) ,I) 0; � �j III ; v ; T I.[. ARAI 'k , 'a", � I All - NO I Y,77 1_`S I � P. UNG . N IIANE I I V mj �, -1�l,F! IX11b0l v . � � ('�; ill somraw tom;ll .Ni I,� I EE st."CLIlli if of, " LT 3) 1 ON SOJII 3) QSIEE SCHEDI,,J: I"N : I � : I ", � 1i ­ SHED'„ li) I SHErs # I-PIKSO'. I . iF , �i� " I ­ ;II r O I F I,^ _%�.m � - i 1 , ti'l 4 : [ C I I I sl� A t I 51,01%, 0I.A.1 5 , I CEI � ) I ; ! I ILI ....­,_ I .1 1 � i �! " : I I I : CI F i . �� �, , � __u_-,-;,- . i m -] � IF I t 4-.1 ;:: I I I F I F. � , "l, I - I,;,- ,, I I � � 0JIN I , I . .11 ( N,4ilt, OO: . �! 1. P-7- � - � Ail AP11".KABLE, .. I C,-^�lIZ77if RLUCY, I - �_' �! , � (xNi,m 9, P,I,1 "Lli4l, �: i I 91T­LM 0 I I q(.slECiILL OIL iFF 10 1. . - i ) - I " , � - . I I 11 I ,I . ! � _�_ swills Si TI101ilhILM T01 a III, 1�11 ol,ler "VTO Llrpt� : ;, r I : 4 1 - i47 11" C�K ill ATzoi�. ". ; 1 I4 I ART %S�Ec, & IQ, "'IEN DISTIOI -0IJRCD C�,NDWn I I .,­ PFFLOIF LIXXII:,,� OtAl 's Ill Crl�'Itl Ill 41CRKATC COOKIIII I -1 1:� F"IZI-S ,III ,islir. lFovil ANC-045 . . (SEE SCHEII c,, .%Z IX� Si i 9 71010) .11 , I .-i W) UU-1) 4iN TINIG WALLA9MIM, W.AL,L-id(�VM;l�Li!NZ.,"-QIPECT.-WU?d SKI "Ql .13 3,ylLr'Iu, I, * "ILE , Ill I I . ...................... ,,,, I A i1i , �. .. 11 .- ­ X, ,", 1"� .. ­ , e il . I I I `-�, .ii. - ­ - Nrl - N " , , F1,QN10,14 SUILOING CODE ("on High Volol ' , I , - I - z . � : ­ - 4 - ' � . 2o Ill IIFQ 111� : -_.- ___- f__,_____,­­_­,___ 'r --- --- = . 10. 4416? '� 24 GAGE GALVANIZED STEEL STORM PAJ I z __._­­­­­­_, � IOR CCII'll:1,10(: 11, - ,It -- - �Il " ­------- -­--­--------- 11 - . I I 11 _ - - I 7m --' , I T� -5�`. , FSTATEOr , 'Al - - , I L � . - - 17.�� - - ECO,,, ",,I GLOW PROTECTION PRODUCTS, � � ",I �, ii(,'IC:lk� I,UIIr� I 1, ,', � - " ., O, - �N ._1 , , , - �1, _ 0 F! t k �4 n0i i7,7�lqv, 'i-F,b:l��l"f&-k.�j"-C,5;��i,�, I IO-tv , ,,r.w "iAlICAF-C 4, AlIll L _ I I ,, , I , I . �,-��"-.,vz, -1 O.I 11, I ,­ . -O ".1. :! I'. � I IVA, 1L - , " "., 0 I )N -1 , . II .1 2., -IC. 1. _ _',': ... ! � 4 � - "N �" '- , . _ - �," . / I -, , - o,. , - I., ­ , , , LIW,1A1[ATiCN , " iI. ­., _�"..A.,..I. :I - ,I - - IT ,I ��).-.�, � ,., I. - "til r I _T I - - . . , . I lir. - ___ . - - - . -.11A. III - � ', ' , , ,-, " � I , I'IAl - . , III, I Ir ,-41-1i I' - .1 . , 11 I .I � ;:� I I,� N(IiI. __EE - -­­ - "' I !N_5_1.,?�,.+,I,LL,'_1191N .-D.-ETAILS FOR REGVLAR PANEL ''-1,. L INTO WOOD 11 " - , I � E7Y11 Virtilal . I Rev. 'View IC t 11� yplir !,o . Ivix �V,-�.' or F, � ; p tans Rpvjew A - Review Assist, Inc. t , ncj � 1 EL %I ­ EI ` , r - �_ ` � St"1j;"IE1* �> I ,, - I-11- 1!�,""� �, f " , � I, ilil ­ EC . - � � i I F 1 _ L .,I � . co,p,,t �, I cumpit. comPleted and a lance With heeled pprov d I I ­ V,Uebra,il F8C 7th � -� �, � Ec r Ill � - nne Klahr PX2300 itio, I I 41-1 , I I � I i " � I I I � 1 . onj"II ,,, I j 'Ph I O�11'11,1 i I ­11 I MIN': . Pit I i w 14" "o. � I " ... . ) I I I O-Pl"I I I I ; IF --------.. i �3 : I � � _ � I._�­_J i � - , ( I. I _XL J, I I 1 � t . SEPAKAlml 'O C".5s e­ sci,lml mi sHiLl 3) -1 1 -L . "", ,,,,,.­e;!%. .. "I I 11 I.:,! il, _ - III., I FAW', Ithil"FlI, it . . ". " I A �o�, ­`Nl I �•(m rat -Al _1 .. I Iii, """ "A" y _.., I'll III-(, %) , J,El 5"IIIIALf - 04 liwtl III . I 1, - - : 14 � I I j I I -1 I � . I ; 4 I I, I I I ; I ; I 0 I , : r --- I I -I - * � " ) or .L. (D WAX I � � I I I . I F I - : , - __.Jj � _-A �rx­---j - - - 1�, , . I I i . . .1 I I 1, I _! ­­­.. . 1. � I I "ty .1 I 14 1. . . ,/A- a C . , I ' INOOVI PI OTF nom wicitm WolFirl €SCt Set'lill CIL I . �,,_,,-. SKEET III � j; ; --- I I - ." 4" - . . . i Q9121"D FUOR Ho !QKQ _QjAQI::aU1AQphfl1NQ � � ALTERWAF-3w &TOWIVIAW SCALE 3/9,, I" ...... ,I- 144110"" ScALLIF .1/a­ I ', ii A111 il ,,,,,, IIIle.l . � N I � I """ - _____ - - , _� E.S.) . I o� ' . . , IT NO. 4416Z �_I I4!�1E..LQR_=2WTQN_'.; � - . � = - FLORIDA z L_�_T_ II 9UI, �I I � - 1:II I Hi i -Illi ) ___ Y.111"cil Humicarm Zone I , ., . I IT ! er I * = .�,li "W'i _. Il i 11 1� YOP & BOTTOM 0 :IiII,�,"TL IF Ii - XStGN PFWSotfil FlAil'- , � � . I I . I I � - . � - % :ATI 7 1 � -, L , ", . I i� 01�:fu PA l . ,III] , III XIOAAV 1I 1 " �'! FWNIEV IN ill li;I I,I,7 ,�,I� I , 11 11 1:1 I IN I AS p"Fir SC HCOVI ON sl`fr�L_f ,A I ,, � IRANI . � . .. 1�`- , .. .. ... � ­_ � . , . . , �._ � _T'.7 I - � - - - �,/:,/�`Ill I : CCINSIiRL,�;,ON vll,,� j I '10"IlErN rXW , I .1 �11 1, , . � I ,_ �F� I I - % 11 IN, � ,ILDBAL PRCrlICTLOiiO PRODWTS, LLC.� - . " */ �IjcjPC No I.,�LIII I ir:­ got�- � i Ti�7.,i-i,ir,.--i--,.-.,we,-i,;iE- -c5il I - __ ItSX. Ilt *, I F,All - _ 1 I , �, , -illl I, - - " i"lili-wI ... 1 C."N.I.- - ININ.-I "I'lli: 11 O 140K ("O... I'A"'(W)w ANT 20-115 . ­ . -1 � � . ­­ __ -, . I � .,ern __ I _ I ­ I - , CO-O'll.w--,l Ill ,I FT,S�1',,q[,IF:O,%. I'll O '�Lr. 7 ... ar4oka All ki- 9 I Ii ,I � ­­1 � __*11�`__ Sem I do til . III f --- __ ___+ __ - I I I I I . I I . I I .----__- I END D CLOSURES QETAI.L�__FOR.J.N. TALLAI IN P09 EQ CONCRLTE - I C.'ONCRETE BLOCK OR Ill � ---$.T ,�ft � , � CTMRE 5� Q LA IF - . -YAUD .FOR RE _U R� LIFE � 5A_[ E TY & E::.Z - _ - ___AK_N,Q_ .. .. $jQRM_?ANEL- - A -SYSTEMS � I : I , � S ., "t � C14 ,,;, FOLIP" COHCAM VAAII :,..* .-I , .Pull �, � ­1 '. ­ � ". I I . '. - j t/2-,- Pooleal CONEMM, EaRcol PL'uftEO Vf1 I , / " ' 1 3/1. Lu"i Ill i '! � I BLOCK OR 2wor ill= PwAvE I _W0,11M. - .040" to 12. c ( 2 1/2' I I �� -------- \ _ "i *L*A" .. � I L , - - I ...1. el Ft-( 'I (."91 lo All I I � ,,,,, 0 / 11 I . .. I 1 `IA'„ I , " - ; /_ I , . III 'I "stelil I 4 , : � � ; 0,* , q ­11.01Wk U4 lrJkA!9- � I I It 17' Ot I f � / I . �,��: �,I, . VARIES - � .� I 1 . . . all ib. W� L tl I "'. I ,."u 'll 0A , I - t,t 001 1' A. .- , '25" r 1. I 'r?eell , I - ,,-,�.� � Pl �41111 1-14l 510' .", Oli, I I I � 11 1 V061 -, Al �� ,� , � ID W All- ANGLA 'A, , / � I"'. � L�,�� � =L . - - - J Qa. (,AP , 11?' ch r;110I 00 Kill All " AtlIAIT ll AA- ILI i I i CASE__ �jP CASE Q (PLAN) CASE D (PLA I -, .-Ll 'xi, 1,4'.I' ,,,� I , 1- � I %IA,lj 1/4*.I* Sc,il I'l.'.1" J . I �, 11 " I � 11�­.':, cwoml At ritl to AW 404al I F 3 `-4) (1-3 .1-4 or, C"WOSTID OLOO�' W."' ' GA ILICUl klis 0E1 I I Ix . "C".RED COWRil ' ' " - ".., oloto Ill Q, %TNsR1D lic'mOuLl, 04 Still 9 - - (Lil PANEL : I � ;1�111­_t : 14 & 10 -, ftl !Ill 4 "I OVEMILLA, _4 2.,..m O101, - I Ij �_- ApIl I orl el MILAW � M. -, - I � ol -Nicstm cmgm I — — ____*.._ - � OPIEVING .; 1c,01l C, RMIRM I I ____17l ­­-­ � I I "I __�__ It tIL � , . -.A' III rNAME 4 I I 1Y­-"� I ",.I I I", g- a xt Ol N . I t I Ht. I, .­:t,t:, ,,iw. 4 . I I \" -i 1, l `�IT FLWAI PARAl I' I I 11L / L .AU Hil �V' tHil --111Q I 'r 11-S,ul � III I " I . � , I I 1! I I -------- j ..........101. CAS Q ( I I en .3 It 1i - 14, (PLAN) 1 .,,�Iil 4 k 1, ,,,,,,, SCALE 1j4-.1- \ I .I:, . W'..;. , .. * ) ,,, VA,.O Il TAECT MOUNT OISTALLATOOH ONLY A, "P­ - 1'� " * 01, li 9 6-.4 ,�F,Etq -. V � . "? 11 - S,r - . 1, t;, Cill", Ill, PANE, ,"ThIATION AT Ill W/ `-.1, - it ... . '. S &;ll .Lw( 10AALATI-011 11I 1/4- 1 : NO, 44167 - I, 2*: - z S I * : * IF FLORIDA SUIL04NC CODE (Nor "190T VafQ,;;Iy Hurficostle Zorsel ! CASE E P! AN', F� ��, � Till .. 9 116111001 Ope- 1 . �A$_L —F-T LAN) N AQ. - ­ - oll . "' AI, ­-, ­. ­ ­ ­ r 1 24 GAGE GALVANIZED STEEL STORM PANEL I - SK;ALJL 1/4-�I_ !,� o,-,.. t o I ­ - - _­­_­ ' ­­ - 0Ar_1L__ I'll e�._ I .I- - L, Per- E r L GLOBAL PROTECTION PRODUCTS, LLC. '""12M � ll',-, - I Z ILT. 0. 9AN I .40 IA S, STRW � rfi7 17 4. _. Al,M. Come, B. =I. : LET Ttvmm a I � - nool-JI'LAill 1. "'W"".1-l"U""' Mail (W)M.Mol I" ("4)00-Ml 20-175 , - ot. � -T-;W Oe"N"ll I -f �4f."INPIA"Ie"WE .4". *,iel - _l - W niii — t A ,IV 0 to , -1 ­_ ------+--+= a W .6 __ - ­ " 12- ti 1 MAMVM_.A.5,P,..X.$lQN PRE515.0RE RAT I N,Q—Lp-t.l.)--M--f,QfK$P.QNDtKrk....MAXIMUK- ANCHOR _5P,l -SCHED-VIE-1-OR R�9VLAR__$TQRM_ I... N,5_..1_NJ_Q_WQQD__9RW.V.Rf5 (VALID ONLY FOR PV;LLQ)INSIA1.sAJI0ilLS All; PEP ALTERNATJVES IW THRU 4W, ON Sl 6 & 7) P. PAT. ALS D I&MMILI ANCHORS SPAC,41; VOL l 0 - AS 1.4DININ ON Sill 9 •& 7 ----, - ___ . _. � ..... . AOMILCABIC AI MUM DESIGN 10 AL PA,NI6E r"l lf14,P;ESSOE — pAtfm TAPCON LAG FIN"fiWATE L PARLUAILTE WOD ou l,'L* ioEN (".41c frul '17 PLUS r TH In I) 13* 1. _ _- I �- _ ­­5­-,­_-t�___ W f� I r - I �1" is, it (Wirloes) 6 */2* - 6 1/2, � I ,,�, ­_­ 0 1,111 ..., — 20 (Il 2 / I. ____02 - . .� - . - 6 - I � ', � 4, - � I; I 11; � 'l . 1. - ;0" ja�jtj7.� " ^,_.,* � . LESS . 1� It . 1' ­ , 11 - , " - �.,�t , I ­ - . i6v___ 13' I - 11 - I I 3. 11. .. I .45. -45 ­ . 13* - ­­ - I 3� if I J, t 15- 4W troll OR LESS * _ ,3* - ___ _ I j . .--- —.- I V �, :1. 11 f1w) - -.23 — 13* _ '.. Ia* 13' 13, U 1. 111 TiI*1 .1 -i— 112w- . .--.. ___ ; 6 1772 6 l 6 '12, kill , TO" I I /,. 111-1 ­ - f - , 7!.- ' "' ' _,77?i�_­' e '/4- ro ivan -) >5*-CI' A �11�' - 4' I 1/2* . I , . ,w if�). . - -.1 TO ",l - A 1jr . __i2lr .__._2 1. 7- � '10 lWirrolill __ ­A__�1_2- - 10 112- _ - A, ", "'.) ­-!,"; ..... . t. ---!,!r-­ L .,. , -I- --,,--,,--- J)---.-j 1r�_---2---`?!- � " I1 UR SEE FAE11,1 #1 FUR MAP, AS.0 DESIGH LOADS & "it PAW ,rNrTRS WHIEN S" PACERIS, � t l OREsPoNomil ONLY To ALTERNATE 2W 6 ON SHru IsM A 5 [l oulxlom,if, AW,.ORS SPAl FOR E.O. . AS SHMN ON SHEETS 6 a I - ---- , �, l "Ol — PANIT LF1,41", F I _..�._,._ ____­_ - �,; P= TAFCON LAIL, SCREW t'AMIELIAl FUAAUE to IIANEL•IAATE PLUS AMOCO aural �; .-,�,-" .0 ,P At � of IIIEN I , ^ 13- 1_.� 3' L ,W �r(ll , A. :3i . I �� _ . t____A:______ � ____ _13L ­ 'IV (qu�ol 6 yr il :r:' � I O I �17_. G 1/2'— 6 1/1* ____ _.. 2T (TOP) __ - _____ - - j , I III 1/4 .- 12 1/7 ' - 6 1/4 2V (11110I .. V -W 71 .1 I/i 11' . a'- - .__ - 30 (W) LESS YN MMTDW) . , ii_* . ill 5' ,' ". 13, I I., ,I' All l >.45. 4�, ,I I I ,- :.�- 1. W 'j. — Ali WTICI I 10 .75. -71 — 7 1:31. ..I, 1 11. 10, . L!l . - - ik� � I I- I , I 0 ,/., to (91ITTIoli ­ - 6 I/7' ��r I 6_ 11r 6 1/2' r �. 2- - -_ __ ;;. l! �. --- 71, mo:l - - - - - - - I /?' I, /.' I 1% ,(I I� )'Ni - o" A "?, ; _.!_,/a' - ; .- 7 112 _2? , - - 7 1/2- - - (lop) 3W ( 10 a'_v � � 5 � ",. � I � I., 1 1 � . ­ .I,- - i--'?2- Ao POP) _ - TI I :2- 3' I. �, __j .11 I 10 WilliTIll 441 (110-iDl - I!�C IARF 91 I'�' Id"" A S O DMGN LDOOS & l PAWL LENGTHS I'll S7AEFR,,-,,,,,-, jSl :ORREI,Pl)`,i,,-L, ._l!Ps[f TC, AI.TFF`19TE ZW ON SHEET 6 � TABa,u . ­­ a oll DESIGN LOAD — MAXIMUM PANIIEL LENGTH - ­_ 40 Psi OR Lt Iss I, - l > 40 PSF TO !,O PSF W-2. 1 PSF 5, t O' A MAX Rhlil ll ARE ONLY 'Ill FOR iNSTALLAY)ONS V0 , PANEL Al l 10 OR Pkl MATT PLUS 1,1410+04:15 & 'VI V 1�4A1 ("M-Wqj 1/2" O.C. I . '00 'j, ill ,\. I El !, FLORIDA BULLIDING CODE (111,11" H19h VII "u1iI Zone k" l,)C sit - _ __... . I I 1, : - N 44167 'D, I , " ,I 1, IITI, - 24 SAGE GALVANIZED STEEL STORM PANEL 4III III i- * . .. - _ � ­­­_ z * * l � * ' ' Ill . ATE , _ Alt Of , - � ' I L I F C 0 - . XO8AL PROTECTION PRODUCTS, LLC. Pull . � ill Ir , Oil ,.� ., � ; - 4OPO A*. 5I Ill '� (jam,.. L "� , .0-1 04tofl, , � ,�� �. IL l *31 X�l , � ; AN- Poll Al J . --, - O"AL 11, =11 20-i75 , _, - ­� O't.$".Im PAX .944)KAO-VIFT .�> 'r - ....- 1. 'I "It" I ­,,,,,"J"�, "� _ , - i.-- I .. - � — ! Oil - 1. 16 I. . — Ill _L t _ YMIE - " , , " H:� W ; 'A'Z I"; , ­ It 11 � , .. r, . . _ I __ _____ I ,.H I ilw�Pl,.�/� ^ Il ,,, H . A A _ _ I . - 1. . 11 I :!U t il � ,-I -i - INSIALLil .PETAIL.5--M,.L[F-E-SAF,,Ll'f J-IANEL.°D INTO POURED- CQ_NCRETC._QR _CONCRETE �C K �T._MT.QRE5 L.Hto 1/4, IriH J:ttIIIII.ILDILAIM ,NCliclg a 9,, - c ; t=0' l rol mr at r,c I, ANCIP 0 tI, "I.IWI0017 OR I Uw.vlf it, OIL OCK I , l PFOUML, RTIDIAll 2,11 . 211 I . ,,.NV ) -1 - 1 Ill � lj�c 1�1 .. � - � I ­11, - I . . . ­1­ f` . t I ; I ,to I I . - I , : I r I ;1� - ,� i I I I I 1. "'i S I rI�IING -1 ; I 'prill-m. [ :11l t ll 1Il`AqAj1�, I 4 - All" :4 " . , I IP' I VA I I I -i to 0, VAX " .r1l I pile =:&Ii I - I , , ; : I , � 4 " I I W - 'it, V.- : 11* a• ! � I I I PAW LIENI (51l C,rVAIKIN � " Poll LEW7H ,�?, 1�11�1 LU.VAIVGN ,I : , � . M., , I I � � 014 311EET !21 : 1. , : � � 1.14 Slit" 121 r_1S1PAAA!,O-- -) 0 to oi.Alll � � 11 1� � I - � 0 : , .1 I _ I ! J: , : � �,� ; 1 , I : q 4" I I 01� � ff� I '. tm"NG POURED I " A comoitm OR , I , I I i 4 Drirw 1AWIVu " GONCREIIL OF ZCRIETE Ill I � I ! " 15 Cal&*M &.00)l REOVM i I* Letwol VV�stti m0f, I r, : ; - - I 1! � T `I I � I I : - I). ' . IIAHF�LAAA7:F *KU&MUELS �,,""."". � I : . 11-MMMANLI Ahk�1401I 0 12 2/2' Ell I WALL MOUNTING ---- - — VE SHIll ' & A, Is FOR ANC-O's ,In a. "�W_` lro i SCALE 3/6- PrIll, ..A'KiI l Wall PFAW OJ%DPIa. ; --a- V$MM AND IOW#A* UU DISTANCEDISTANCE011CA11M 11111 9CHEOLVI Iva l II- � M uioi _ r�.t M" Oul ANCIM ShAretic a. "TINLYINIG SHM" StOM ON SC14VA-' V THE [Cupp of 'Al;MP" ,ot ,WEOKOATION TO It polslul l KESWUNG IJBIAMILD Lll r&CMR SMALL Nor 111. LM THIM WIN" %W,tIC ,^,ll nPV EACH &MCHAIR .....It,nXIW, TYPE OR THIS 90,111MAI! -T—,I... 111I ... � 7 o � MICRON m ,/4*. 1 � I. � * � , ll -, I.IE , Oil Il.. � , Ell ."O", --[-!!k. �� .." , . t — _:*oA � : , , - . I S FL,GFLDA BUILDING CODE (Non High Volocty Hurricane Zone) _.- ,� - .- _� - 1 4 il . .­�'HIttef;KTI, I I __ 5 � �- -, ;* 4 MI I'll - " � ��, I; *:: 1 24 GAGE WVAl STEEL STl FANEL ] Ixlx7 �Q-j­ - �- - I = : * E telool, P, . - _ ____ _ � .Il fra os!!!0[.M #A" �� -:%%, STATE q. . " , -_ ' ­ ­­ ­ - - _' - - - ­ - -_ I " I ,-, - I - V ' 11LIECO l - I t,ejeel - �_'�� --- _� I ,GLOBAL PROTECTION PRODUCTS. ". ""W1 am -,Il ,�O;l - , , c O B, - I ,� , e :: � � . � � . - , , 4W, , - ,,, - , - — INVE, 5* 54 Sell . *.'r-T." Ilu�,. i2fte., gO:-..":Lc,0,.,. I ...., FL �'- 20 1 5 ` ,Msw,.$Ob - ISM--, - ­13PI. I. iB�)EW&767 - 7 — _x ­ `1<111' "l *11 , � . 7 _!!�? _m_lel o� I Do 110, * -- 314~ INI �� . i I f Irl,3"rLWAAWN .1-al 11 �:t - 2- I- Fj�-, ,;z I I _.. ; L __.. ­­.. ,--- .Il 00, �, It • I • .0 I - .1 ! � 4AM_M.V4._. A,!&,__MiJ.Q.ff._fRL55VR1 -RATI-lig _fP.jA.1_ANV --OR-.RE�$PQNDitf-4;--biA)U)AiJk- OR SPACING SCHEDUL , I FOR REQUI.M.-MRM PANEL J-, INSTALLAIJONS-INBL.�;.Qt4QRETE-.�k..-.aMRETE-.RL.W.K 5TRUC.TVl IV&H,, 'It'i'l l0k IPA14EL00si'_,7ALL4191NS 0I "l jLI'!'•",. I - . 1� I., ,� ) ­­ -*"1-1-T-­---­ - ­ .. - 11 ­ --,.----�---..."---,--,-.-�.�...-.-.,-----.."--,-,- -.,..-;V-..-. ----.-- - VAX A.S I MAXIol ANCHORS SPACIN; FOR LOIN tl)I PER -,','J0EI)0J l4k,i* �11�L. , I I C.l"i I i 11 ,T�I ­. -4 MAP A51) Auixaill AWHORS SPAONG F,,,R WIN f1; Fill SCHLOlitj fill .M., � OES*w __ : I,Zz" DLSC;N _ ��� - I'll, PANEU07E .. "o"SI PANEL pOESSOl SIV INVOLLVATt OAKLVAIE _WU" CALK-1 7 Ll PRICSSURE TAFMN SOW -SET PANIELAI ZAMAC-N" il dill RA III FlEll 0 IN.V$1 ZAMAC - A, All � .1 PLUS .I: 4 ..Il 1­_­­.W­ - ... ­ ­ _", I TO RA ­ _11­ �w t � 11ION •• III ", MBINATON 'HIG, (" ) P0 IArx WWI At � _:K,,,ti"AL, 11 �*, .1, �Hll tl or TK M (it 1 l, , , I - � �. I-A� To "so — I � ,4 _Dkm Ill . __ 4�� , I,,HrIL I ,"�L _- = I I : _111111_ L= — -_ - .m = I I. i ,3, l �,- i '3 � " j II, � 11 - 11. � I I J, , I* � . - !�� Ir I 011 If. ,5, I 1, I , I, ,,� It- ! ! 31 � Ir _. r It I f/2" I "Ine) ' 1 1 . . -_ -1 -- I.) � Tj^ 1 17' dj_ 14' 1;�, I :_� I � y , �mc'l I ij, �L_ I - , 0 - . , , i. I _ , "' - I - - . --.-..L _�L_ � ��L_ _,�_. - _3� . , - - L�!_ , __ - ­,jl' . - .. , - __ ,.I" ,:! - - 'I A, Z. I � __ cc W" ILVHM ,; , ;ll - !E OR fAl .. - � �_`Pl 1:1 � 11 .Tifl­ .. ­ � ­�!­_ _,,:� , * , - - 1. 01, 3' 1 . - 11 . , - I"I� , 13- ,r 13. 1-3, I ;3, �37 I'. ' l I 33* , 13, W " I , ,3, , I � 3 13- " I �,q' , ool " - - I !��:_ I _� 7iF­T W 6� 'r 13, .__ 2 ­.- I I - __ r - — ___ �;--- - �r - - - il . 2 . - Leal - ON) - - - 93, 13, " * , 13,_ 'i�_ - --;"3; _lf' ..-. —I- -Ir- •� .-I:,.- ,- , .;; - i ��L _w..,.;L:_.� W lkLLt; � - - - �,I­- .' Tj.­ ­7 - -- - I ____ ._�__- .1 - _-, _ - - - - - ­ . ­ is-- - J�­ ,.j� I :l. .r -I 3*3 (TOP) 61-01' 13' _ 13' _ 13' _I �F_ tr 13, Ir - - .* � lil I-,,:- I � �/r � �Dpl - 51-1- _T?­ I ­;;� , .�_'!'!'.- --' -'_'_��.'-- - ­..!!­ I. 2­ I !3 , 4 . I -_ , '.'I - it I/4' 5 CjjTl� OR - ,2 ./21,17 ,/2* a ,/4 4 "ij�� I Ii t �2- 12 1 ­r ` - It 1/2'12 1�2' 5 I/ ' h �14' 1� 1/2'IZ 1)2* -�, il, /A . , A - - � I �! 1(=�) OR Ar I ,�2- 4 . LESS - , '' � W_ _!�__ jll� L �' ­!� ­ " F - ­ -a' . � . - - - - "� - - -,.� I - . - -_ - I ­­ _-. � ­­­­­ a, 11.4��`�'�F I -&:- V": -, :,:57-'��*L:k� -i 7, � -.--1-."- I - -t,. � I I . l L --- I—- � III i ll a' pop) Iiss . 1�"'""' � 5 A gol 0. , � a' ! � a. . Ill - 1. T_ r - A (00TIOLl a - a. l - 0, 1 - I` - ' lRopowl) I . . - - ... I T I - _1"ll' , '1' I : ,,, � . , I 'S� I - P. 0 (lop) � - ­_ . . 3 . I - � � � `I-* � I, � �1' , '3� 3 � � -!,�:- ,)�?: 5 �pt�low '. 1 ". W tr I fi. ,3-,-" I'T"I . 5 (lop) Itr u' I I ,.1 . l . I � - - - ­ . .. � . � - �4 , � I �J- 1 w Tr ,r 13. 3* '. Ill �3 5 Laol •'3 13• 11, I, I �, , I 3: J�-: , � i I I, 13. I.. It' 11 I� I I .1, r� . ,i , I I.: * � Y. � , ", ­ - I . - I 1. , : � I �1: , :.1, . t. I � I 4' it ;/2. 6 0 Py 0, i 1.1, 1�* � ,.I' :,. - I" � ". t--, I. � I lf I 4 ", �, . . . I I I r '�. � "'. 'Z. L T - 11-271) 1 . I I � I F' I,,,* I , $,14' - - I � j - t 1'016 T/4' 6 �SOTT -) ____ 145; Q -45 �� A . , 11 .. I lt� ,is- � L I'.. I I ,, , I I Iy "., , � it , " ... I,P ...— ,4 � - .- ---,. —.L- I - - 1. '-­1­7-7­- --.-. --7- ­!-T-777 -7� 7t J_A iA !. 1 4 1 tl5* I ("al .kt -01 ". I IS - � . '', . - I L";' 1� I ' . - . � � I � I 3' - 13. - a I12. jr A ' I " III, � � 0, 1,2' , Ir I I , 17 - I (lopt _ I, , ,. I .1 .I- "I ,,� ;/01,,_,.,�i .r. " a ,Iiv'I­A,, : , - , ­- �4:. T � ll� � _;,� �.'... �. � E - 13l ­1q,­1 ­i!: - !,- ._j.� �; .!�,a.I_!!Tool 1 � ,, "I I " ' 0 1 h, 1/1 ­l 4 1 1*�� 2­0'�'Y)' I L, IS' 0 a5- 9 1,12- A 1/2' W S lw 2 (Wl I - I I ' " " , 1/2 �,I'"- � - ilf 'I 11" Is' .0 .1�2' . .. I . . , " .- � ­ 1. I .1. � 1 , 1 % " ,, I 1 � I , Ifil i_,ii , � "Ill' - - - 2 (Wqol . . . Z­. I i 2 ol�"� 0 Ir Ia It* [ ll I . .!�� ""4, 2i_ .. 2 n... 10- .6._23: .! 1�2 � - �. I ! I , I ,� 1 . � � 1 1 ic, -/.'I 7 1/2 I. ,/7' I ItTr*') ,I. 7 1 Ir f3--* ,3- 13- ta- " ­-i-_ , ; I . 1:P) - - . . r . . TA �., `5 . � 2 'i'.1- �� 11 1. 11 . 1� i_ O* 13' 4 1/2* t (I >4,'-ql , , * " I I ", _:1 - "' f, i /.. ,, I/,. I2 !,'.­f /.- I f. � ., I I;.' -1 [il Ic, - - i I's l'i 2' 6 1/4" 6 1 /*' Ii 1/2 T2 1"7 ". - "" il T I/W, 'I -� W'- TYM" T To T __ 1 � I - � , . a - I I ' ';" " 4* A, 1/2 "3 11 ­;­ 1. 4 ITt,W } W-1, j 10, J, I" ; li, I 1, 0 0. 4 � A 1/2, t I I,q!, 6 1,I7, 13' 4 rm,6 , O,-1 B. . ! lf�`l ? �/2' 4 uorllow) i4 -- . for"llow) r ; - � ww - � - - - _­ ­ ­­ 1___. ­­ - _­... ­ - ", - :,. 2* W Iq - i iI 1, : . � '�ll_ �A I.�,, !� - .1 3' I . I I/ --iq 1/2 ' 1/2'* IX .t ��I I 'i. Ir "'74- ,I� . I , ! j " I I "TAll " I- _ ___ _ :_ _ �O , I ­ - - ... � ­�-j/'" _B, � . . � I- - , " - , - - , " - - - - B. 1 - 0. �?- . - , , ,,� 14­­'- - - � � - . - � ---.-.- !7� _�__ l ., ,!-! /I - � � -1, �.. . I /7" ll,`2" -FT-e-,,,:t- i facil !.I'- ,,, , ',' - , . , � . , I, . � �, �,INII,-1 I I � I / I 14_,1 1 - � I' I � I I l S '� I,'- ,7" 1 A � , I " ". � ". I, ", , � , � ', : � ", !r..l.!',,"-�1. � , , " - " . - . � - -Ill , .��.J_( - �l�,� i Ol ''j. � 'r ,bs �,,�Ilj " , I " I , ` , . - , , * I . . � - . - _TIj�' 6 1/4*16 I 14 1q ill., 6 III., 6 WT, ..% 1 . i, � i. I , I /._�,I' ,'-'[, "/ .. . .... I . I . � 1, "', I, I ��`�'i .. I 6 j,l 6 - j - - - I LA_- -_ a. Ia S'ell 1 ­,,­­­. "It , "­­..� .'­­".,,. ­ ot,I'LARA elst,L)IN.ti 4 WoKol AR,>K0 ,,PAP0,05 At,X I-Vil i,c-.E Ptl AFL IMKA[Eb M I-M flL4 M4 ,; ': ,P[Itt"Ll DA, 5C.EPVU Rf,WU ANGHTAF StiliCtIl 91 WALLINPLIVIM SPAl -III04l a' �C,&S,,�I�H, Of u V, T�< 1rXsOoo4 f'"Al FCA I)M OK-ATON V K MNSUL. REPUM 'Ll Ill""ViII ., - AND-W *"'l , , r,A siIvisl ROO RE Ill THAN 'Wholl $P#ZP4 IMDCATM fan M. tP, 11,11!5 !�l:jjltDII 'I . _. I ... � ------ - I ".l. 1/1. - ,:/4". ,/... , /a'. - ,�,•', ANCHOR TIMPE . voctsh =AD- MIT ftamm MV-0m 0 ftxu� 0--hLot 'A t --- WII11Wl;. 01�11(lfl jilkI M � I . - � -------- I � ;' - I - 71-11-- � - - - woRtwil �LWIIWT 1. I . �k__ _ .__ I .... . ­ - . 3 I'V 1. . 1. I I , I I .. z ."'OH:1 IN 1. I 2!== (1-14 _!­T"L" 1 9 ,,,r i I ,V I .", , I ,,-;, , i ;&tw eTt'll FAC T" *­ . L " ------- !l"r .I - _'� - � . T " .�, - � , T � '"� t P­_ 11 .� 1': - � l bl"110 r, S ONI, t '14 I V� lilliDI SPA ,l r:�) IS (OSED SF E WILE # I FOR i A. S. I Ill I�11 I IIAP� �� ,�tV�� � ,,Nf'. I I�li,­,r,'. 00,�jq si,Arcli 6A'J 711 USED. !�� I ....... - . I TABLE 11 A A.Sr. OES)Gh ;(W., � MLAXIMiki PAWL I LENGTH ­ _ 40 PSF OR LESS 1 6 -8- > 40 PSF 10 50 PSF _ 1 I To so PSF 1 5,-10- A MAX PANEL. L[As ARE ON ! VALID FOR NSTA,LL,AIIONS W/ SOLID SEI AKHORS & */ " SPACER At I; 1/2' ) C FILOIll BUILDING CODE (Il HI III Vill Nostril Zone I 11;1. 1110. .. ,'4 CACE CALVAN17EO TEL STOREPANEL I "I"", 11 I` . .1 - \ GLOBAL PROTECTION PRODUCTS, LLC, -, _--_, / 11LIECOtiol I 'K-,j;,Tq11l a vo**K� �m� 404* &W 0 ~ _ ­_ .. 4 .,�:. - . __ I 'I'd ­�V ll".1 OPAL rI = 1. 'ITO - I 7 " 1, .. ..... a 1. 1_1­ " , rAX Iool�m-allo, ] I., � - - __ ILI­`1 . �,v !�l ililool ... ­­ - - i; . I ­­ J ­­,l . - �i � - , . -1fit I. ,r 11 I _i- .- ­ . - Pill I I � I - I ____ .. ... I - - F,W� " .. ­_�� , , ANZ4005 (sEE 5m,oil * AL,usnol ON stiErrs 13, IA. 16 A16) . - l A fKIll Ill l Ill 1111-211/13, R-39/14, � O.' -IAOl R-2AVIll R-34ill 9-181AIII W-29"Ai R-301110/116. PIN I it 0 0 - _ 0 1 0 0 0 ­ 11 - - .— , � I ; : I 71 . : I 1 1 T I I I : I ) I i I I I I ; � � k L,!2 — __J­­1__.__._ .._._�__­______ _ ..., ____�- I— I ; I I � 1/4'Ol S,1I Sol ll It' ' - ` _' I - � I I / (USF PON PANEL J!N11ttl - ; 4 I I I i � ! ,,, ovIER 7,-G-) " , (i) � f"Poll. it"At 1 .Al �, tt"'t. ; 'l,.,-, I " ` '\ RfGUL,ILP V011 PIAPTI, ! 6,.P, a .4o", .4kI,j " I I fW1 QNSRLAP W, PANEL LERI I I , , ' , I � <�_ _. - - . ._A311--- . 4>_ - - l� - ­ ----­1­- ' ' I . , SAIIEN SI&M PAl — " 6' * "'o" ."o P' I il 04 R,AP of Pill LEW1. 001 I i I I � r ­�l . . I A ,,.'o 11 , �A ,�,- U9 2, -6 ON, PANEL UE"l Il I �il V �!, � ." AT A" moulloom I - i S 90, I!.- iil� ! : AD LA Ovil i � : � � � 1 46 1 - I .0- ! : ! . � . . � I � W.j.r 16 III , '� " '"' , , �' ',_7 I I J 0 1 1 , t�, _. c i PAN'- 901TILM I�LRII`!l _JA I D. M.. (�).J1111 ILI � . ... -A_ I 0,011AIR• -jiCROP. ­ , .--.—.----- __ - ___ ___ —,----,- _ Wl l A! W;;�7_77__­_ - * - , __ ­­ � -3. LAC Ll PA,Nf, EXTEIR19ft Rhl PANIEL s, �il 1101:1, � : 1* kk% [ Ill l R-10I ill R-20/1,3. 0-30/14, 1, mod I I � I I *R-IAW/15, R-2AW/15, R-3AW/16. 0. R-11ifill 0-2t#li R-Will ANCHORS ISLE S[C,o,,5 t .-"fft'.L._� �. �', "', '' r ') 4,; 1, , I - I/a, "ll Ol .j -Illl (t) __ _EL� ?�Gm?* SCA�r 1/4_.I* ..1. I � I � ,-,, . I 'i , oc(qj , - - , ." ,,, � - _? � . �p � . e " I ­ ­­ ­­ - -4p6IT:,l .. M. It . � * 7 � -_ : 1� f-L . II FL0l 81JILDING CCrf (Will High Vil HUr Icano zorl I ­_ . . , . . 1 , Mn,11 Ill tor 1, to. "&QR i ll I I ,eo" ,?4 GACI GAL�ANQPIE* STEEL SJOIN PANEL 6, �11 . 11) .. ­ IT vAv*l � � S, ...... ��, , 1�­ `,. , ­ -,--"----, , 1 .. � , , I/ o`t`:7/- � I'll, . 11LIECO, IN c �, GLOBAL PROTECTJIOIN PRODUCTS, LLC. � . __ 5Ea1QN—A ­.. I I I—- � 1w, 1. 11 III", ­6­_ I�,,� 11 '1)l� - I 1�1`l A LNOINC[TMO cGlAsII01 -Aw"LE - 11 - I I - — ""­ V111" ",ow. pul". ll�-% 1. loT.**-IT�j .-I "l ,A*�.I* ,;iiI - - i ,/N/ ...; ..11-1- l. .1�r - 1 20 - _ �2__ 11 Ol"I'lo - --,. iil_ " i­ I� � I .r lit"'.-IVI i ol, WA 4 ',IT ., HE . --T;,7t�;-�,-!��# -2lIll - I _-I el 4 I4 If ­ ------- . __ !L.= �`. � I - INS_T_ LLATIQR_VETA[5_FOR_ -LEE-�AiPA1_E.L_I1� I � TO INWSTRUCTURES INTO .WOOD -..--- , 1. -- - r I gIr P,'. � I—" I still I , I - I . I � Owowl ! ­ el ,W-N)E- i .(Al I �_ I VII "L�Q)c I I W10 � . I I 11 I I I L T , i : , 1� �. � - - 1r. .'/' .."I � I - _; ,/4'0 Tell i I WCON - � 4 I' ' '�; ' il 0 9- () r I ANCHOR Q 9* o c = 0 0, al l . : ! : I �`_ .J�:4,�I; ,I�)1.. � .+az�p+,�: ,-� 1 4�!t/. /A �02* I v, I1''4--fNAX MAX� 0 _ � t .1-1fVI_J_1�2I ,I,.,�, I�, I I It .- J """ I I ­---­4 ------- � '. ,, � I Iz,, i : x � , I �� I I - " 4 - 3 - 11 � �, I � � f _ __ , 'l � I � ]r -- . . - ,� - .-F "T: : ,I �- 15,:-] � I ! I _LZ�1. . . � I , I I ., " I � : �, I, � 1, , ,I I q "e-, . " lI I 1 � %I W I, .�Ji 11 I I � , �,_-- ,_, I � r R I I , "t _� I I A, . I . I,, *­� .,IIIi � . .11 I 1 ILA el `A0 J� � 'I I I!- " - AT VAL ael Exmnlvin I � " IA THtN1' , , ,� i "­­` Llt'11-11`�11 Ili, I I � . , � I I i ! ff - ill l . - Mm I- Rill 111, i � I; , � ; wici� " r-orl :; I I It , 1404- 047 ,1-0) 1 i I I I q i I'll it ' I 11 4 I 1i . I ";I I 1.0,1,11 11 11 I . . U" " T4 , � i i 11 : 1, � i I �P ELWLEZAIJON I t I v I . � f , I; F1111.1101 It I ; i t P I I ; , W., I l I 0 I� 4, I -4t I -I 11 Is PMEL LENM _­ ,,,, i i ON SHEET 121 11 i 'tT ELEVATOR I I ISEL EUVWX4, � I . , " � 7 1 1, , �� � I � a , , � � ,I, I `4 i I � " � j ) ON S-M Q� .4 I ` . H I I I-CLI 12) , I I , I ., I I IT � � 11 . � I I ltl-�"I�T,�� .1 I f I S fl I'D',1� 1,1 , ,,, s - t , ,'r LVARAT,Or -1 I I � 11 TO GLAS& I ; I , � I �'! " I ; # "'3) I I I ­.- I T jk__ r S.Lpul .W .i � I 13- L' ­­ i : I ,,, 1) I I I � : TO (11LAGIS I ., ,5. - . . I , ', : I . . � I ­ . � It - 71. ___ : I 6,7"T — I . .., "7. � , . I l t ., ,I & ! , 7 t ".. fc �2 _-1-1 � : ,� All '=. liat I , E; � - -ell 11 , r L <�R=IrC � - ., . � I. I I W : .7 � . � , - -At I � , , I 1111 � . ... I 11 ., I "' � ­ I L -) I 1 I I , . I .9� . A L � 0 " I I I 'T � .,F o 1) ,Ik , ` 0 4, to , I . 7'�' , ,_, ­ - - - � ,Al 4 .`W Al , I il N.ArE I 1 - � - 'At QuOl I--. TA;EoNrist � I l'u-1: �0 2'.4 ` 44C.10,11 0 Ill 0 C C,R 0 9, 1. � . I . _il". 11 A is, I" I 11 ' , I , , I ,I I i,,I,.r,l ? */ 11 i : I 5"CrI.4111r, III " 1, I PECOWD I I �Y.I,1110 � I' All �L I ALTERNATIVE R-I - W. ...... R-lAlff A BMLY IEL. 5 F& ,!�ft !N' PAMEU q� 0 REQV.LAl5 Q.. LIF - 9 - _56F. WAU_MQ9hLUqQ4 ..... 11 ...... 4", WALL MOUN IN05 a.rXlZ 1,Iii-i / 0, , SrILC 1,10, 1, ,�,��. �� -T!��/7%, ;l r ' '• liN - j \NuFNS/ -. I, ­ f I �Okll SUILDINC CODE (Ncn Hill VeHoetty H-ricame Ztr, 1 - - .z tg= - : : O, 441 67 .*- - �,,111 IT, � , M 1 24 GAGE GALVANIZED SWIL STORM PANEL I INSIOULNION ARE Ulii VA441' l­J�� I ! l7l� '.�Inll z . z C.- ft. : III, : * = I---- - - I . . .----. - ----- ­_____­_­_-.._.._,�,,.__.__. iG_THS kS t A, . :I ,: -1, Fl�l�,��Q�11 ],As Nl,! rp A 1) ll PANEL LEN .1j .. - I I I i,i nil poriTtIrrmr.&I PRODUCTS I I r, , I 1� PFR ELE),"ll ON SI-07 1 �� r1f` NFAI WOOD FRAMIE COl '!'-rl ll At�.Vlil,il!� I fl. S041HERN PINE No 2 W/ SPE;ll rXil Cr 0.55 OR EOLA� , ,_ , 'I- ` lz.,", STATE 00� : Z� 'r, �Pmv. --jii �,,Z.�,--7--, . •. . , , , . ......... , ,*V , . � 116 V.1loollool I . . ,� Llou Il" 51 9"M LNOOU)WG6 (0.1`41l, -It .,I MA .l lzrtl 31", — ewmk " M'" I - 1wer-1. - .1 ­ tul : 111- l!'O"l III IV N%1WOI , .!: - ­ " .;�� - 1. - ro _ - _1 I I 1­11r 20 -1,75 I,- ,�. I /I % CA-OW0710 I z! -, 1­­ ;K,� W r JF_ I . , I - , ... L.._ - ------ _ ___ . .. __ � L__._____ _'. - __ ..-- ___ � _ .., . . __________._.._ %IONWSOMVRL,IDITL ,� ......... __ ___.___._­_J -'to A ltw 0 1 , - I ­07 ,---- ,ll�t 'I'. p in_.2T4­�, ,.Ir­­_��. ,.,. � 1 i I :=- � 1 . .i. �.. OR SP CIN I MA­1_4V_K_,A,5,Q� PE litLY3,L55MR"AIW"�§J,'41.-ANP_..�"".Q-Rf(E$PQ.MPINQ�...MAXIMLiM...A 9 � �-� Q�; I M PA I' ki!`,T`A�L,&T�0 _ 'T �,R 1EU­,_[,1_BQF_PTC-!JLAR STOR NEL jill IR ;L � , TQ _ CQNC . � R,E�T & CON-CRE1 E 0L= STI , &3 , .E Or CON-CR I , CONC.. CIE � I NRILID 'Ili.! rI)F PA,h�,. � , �/ v4:A! It , . I, ., � , I I � 1, l::. L T$ 4 & C',)l I - _ 'Ectrill ..... L I 11 1. I LEKT. I ,L - - _ Ill To I - , & ART - -L' I Ill I to � '* (ft) I , :1. .­ ,_ �f�% , I-, "I"�rl�, � ��il .i ", 1I .�„ � I � ­' �, _,_ I'- I " - - I i � I I. _1 -:: - 1"" U . . , � I• !�t ,. ­, ? Yl* �.�_!�2' 13* � 4 - 1/2* i - Cal - �!,I* �1 T, l"' - - �__ I I . " , L I . : rr-).) ,(, _' , )l I � I I A 2. III U55 i Ili, � � 5 "". �.' ` � .0rell : � i I:, ") I I 11" I , " 7 � : 1, ,.,l I " I I " � ,_ � , I* 111"I'l � 1 7 , , � ,% I I I'll - 1 . , . ,3- , , -! I ; I 16 ,/, I . , 1,1" -) . L'rI - I I � ,�* .. . ;2, 11 73 17ow , I- - 9,� I r7 l/2'1I"':' !s- ' . 1,12' I ,W) I to 14" "I ' 'I_ "I- 6 r 113 'Ill � it I a y4" 1 (OETTOI TO - i_,Jr2' __ il,. - i--,;F--, - -.- -,— 7--V 1 � I I ` - f ' _'I I I I I 1. I W: � 7-r- t 5; !, ; I � ! I. /." � j I � _. ._ � 'I I � t 114 � 1, I' 1. ,or, _) -1 - ..r-.---__ I . _ - 1—I.I.-I.- - _. � ,L�. k i A , -.1 - 11,11,01111" RAPE -, , - - _­ . D. OCSX. LOAD � LENGTH A at 3Hw 11 - ," : � � . I ,, ,, . � I A-S, totiolum Plot. 1 �, �,!:: � � ��, 11 -I- ,, �,:: � - � -.----.- � ______ 4 .­ I -..--- 11 ,n' THAII Not I 1, , I ­.. , , I I - Id W L;::!, � 6 F, 5.4l BY "I , � ,; �, 1: . ___ -,-- __ , " , '.,______ � -- —,--- __ ow.." 'Als" : . I , I I � Ill 1.5 SOW 1 41, , 17 ��,, ", " � 1 l �,,_ ? ------- ---- l- ----.-- IAmosm I , . j ,I, I I . . 5 �.l D'_j I 1. . � I 'A.LID FOR 410FIT1,13ATION5 � I onowl Atel . ., PACER Al 12 1/2" 0 C I I Alowwome to" � 111-11111, � "A"all .a ,,. :1 . !",/ '11-1_ . ", , _!l !l R. -I , FAII __ __. __ _ j� __ -1/11111-l"'I"ri, - . .I.- .. . I I , " " ,. " �, �L(;RjDA BUILDING CODE (Non High Velocity Ni cattle zonsil . - � I_---_.-- - Is .1 ; , ,­X�1� Ifil I vp ", 24 GAGE GAAVANIZEO STEEL STORM PANEL IT r ��% . X . - � - ----. _ � � �.. coj&. IT I .1 .. . . � , __ , /v/" ��. I l" - .-L-1., - ', GLOBAL PROTECTION PRODUCTS. LLl " � -, "' � -1 � , � , : - � .... ___nj , - ..7= __ - ____ -.: , ,,,I , I .;.;� 1. . � . ,, 11MC 0 WE .. SPACIIII ' s ". �. _.� , . , . I ,=.*,&,,~ I I I 11"I'l: III ',4 I�',.'�,�' A � � T�' SO" FF,N.-n;,-, � 33'. , I � �, , '0-zx,g,_,, No'HoPtIoloo— .1. � ' I � I , ,� . ol �e f wuWtw"a 1 20-175 DESIGN U0_11 kl� _� 11 - Ill At, I'll, I -w ­..:t,l ,,kx (05"."l I "' , - -,,,,, , i6UA , .1, * 0 �11 h — iI 7;;w , .I;. ;rr- � 7;� - �­­ �-�-. ', oHl, " It Hl _ ,;�,_ ,;,l_;._ '� I - � . - 1� 0 ...... WIANI,-oIlislux /l.11 "I'l 1, F k � _ ., �jF.Xt , _ " , , 'T I INSTALLATION DETAlS FOR LlF SAFETY PANEL. J I , WT-01- PO-L.JRED CONCRETE QR CONCRF,T.E, 84OCK, S`RUC,TURt � . IV , L- =r ,/4'.'ll,X'01N - I ,,�,` " ` . I , ,10,1:(! ,1141 P", . 15 . . . . I I I .1 ... � . . I ,2,, I ' ! . - I �l, 2 �'.,­ � , C2�, 11 , I I'll ",-,- - I � 1/7' 1 11 - _. - ,, . 1, = + A". I I - � 1� I � i I _, . I � 1� I. C - ! I t l :, : I � 1 4 � : I I I :: "'," . 1 � � i ! I ", . I . I 1��, 1 I I 1 1XII, .0 l ',', ­ .1 , X� I I �: , 4 1 , ,`�•'T 11, `6S 1! , ll- 11 I ,tAS'l, . .. M � I I ll I, � , I 11 !I ;'_�-"=Mr ," ' I ,� ,I � I I I � , I st, ' I , 14, � I I - if I , ,_ " � ,lt�t�Ll I ; , l � 0,1, .­''� ; l� , ! o- PAI LE"M � . : t,iL, CI_�,.­i,'r "" (SLI, IiLI_04*14 il ; (SEE ELEVATION % , I I :"�_rl I � �� (r, , 'PIrl 121 II _ I : ON SHIETT 121 : , I' l I, W,`, ft"Elel 1�"l :, I I Til OLA- �� I : I I , f , I 1, I � _­__._­­ ,� - ,� �'l ,. - __ � � . '; - . .r.— I I- I , � I I ' 1,/11 � � 6' �. r' I , � I � 1 5 gi,, . . I : I I * I I I I 411, ; � I I, i I , I I �s ll,.� I � I �,_.�-�lj �L� , : . , i , Il�-' �1� I- ",��, "'�, �: � �­. A ,� """ll IIII, � i __ - . I ,Ii , 4, , r�-, ,IN I � . Ill I I I , I ANOtIoR a 41 Ei c I Ilel!'l 0.-",l il q ,- 1, , : C :"PAl ;_CCg 41WAIED # 5RIB1111 R- �`,,TWN i"7213' ' 0 I'l,", ",J1 I , , 1: , __REQVLAFLFAH= -0 t E_ t�l NE,L 0 REGI I I� _14�1 IFLIY' f4t 14 I,. I., - kil"!UN71hl aLL 1111111OUNTW5 I I liAt ... Ill " SCALE 3/8-1* , Ill � 'ill,", � L�. I "', � .___ .. ..... --..,.. . ­_ It , - � /,� 11 "., *., , � . . ,__,,% , , �cl �,- . "�r, " '"C"", ""' tP. I:N / .� I NI .. � � ,.���,, - . ­7- 1 �� No. 441�7 " " . I _l 111,11 .11­ '­­ ll,r E * r­­--1 : * = . 11-1 � . .� � �. ­ = : 1 `;,QRi0A BUILDING CODE (l jlFqr Ity Hurricane Zone) "l F P. , �� . . -11 "I GAGE GALVAl SIEEL SIOl PANEL � ON, , -47 - 'I'J:�, ;�r ATE r'l - - 1_14 I III, ".. b') 1 1 il :� s 71 ,• 1� __ - __ AN,," ­..". , I � * I, l_. :1 44, q1', X:i;;� - -1 � l '. - - ! ' - - - 'k XORAII PROTECTICIN PRDOUcTS LLC.� OTM/AM I , I � "r ,� . , ,� � -� . . r. ,1,,_,P11_11� ' 1101ECOil ' �' I f Il .1 � :��,901� WX - ' 'd'"' �. "::,,,��j:pl I ,­� r­­ A L­�.Coel I- , 11.1 11"I'll, %"no — 4 � - - - 0-%. MI. � , I", ,­ - 11�il. n� . , -175 , � : - , '.ol I., (",.*"-Wnl F 20 . � - - - — : iiiii­ -�-o,77--,ii� , - OV� . . - -�, — - --- "Ift, I � .1 7.7� III -_ I 1, 11 � . L I _', . - � - I I , . ­ .­- . . ..­ .:.­ - ­­­­­ _.­­__._ - 1­1 � __ ­. � ,.__.�. __ � __ .­ .. .- - .­­ ­... _.- INS p IAL Ln I(:)I'd i , )U 4.��5.....ED-R---.IJff-.-.�5--ALL,I.Y-f!AREL� 1, INTO "'�JC ')Oo STRIT �. ,I) RC* 1 111111-- I � I � 1 f I 1 15 611.E;,..,k"jA_B.=,M_A III all- ' t'j �;j r.44t ll � � I I RA Y4, 2 2o ' I 1 1 23 1 1 � I \ * tl !N ­_. I_ 2r' ,l$l / I Virtual Review AssIS,Plans Review completed and apC __ 0 1. �__ _"­ AI'comPli3nce'with the 2020 FBC 7th O! -. — by Debra Anne Klahr PX2300 JI, .", - I: I LA — #­��I�A%�� 1, I � i At . 4.W , I, �35 11 fill:. : ,� I � I I -L' MI , rI U r � ,I A. futill LENGTH I J WV&1$GN 11 I I I4 � , I : I - ; I , , I 1 4 i�. 1 l . I I .. L .- I � - I I q 1, 0 V3 I)r at 4 I � , '�' ,l 1 . i . I I 0 1 1 1 1 � - I I ! I I I , AJ.UBI!4AJM_Fz_"W -Q-1111 ... . 3AEErLPANE, ". .... 1.11z', II, �I� l I m I I Vr i IN I "", i ;1, 1;� ". - "... � , ,,l ,�'+, .4il \� '-r 'l ,- II,I, , E ill - " , .. • . 1. '1:1 . . � IL�o 44167 '-. S I - Fl et,!LVING --,'f)E l Hill Volvil ry Hurricane Zone) � . .... ... __T � ii : QM --lu". - - 17 . = 24 I-4'1 (',A ,11,01111W 5TEEL Sl�!!!� — -1 I , .. ;, z , �,, I , �. , ,� � , . L I. . i� I I, , C 1, ..t M." � i..'t4wok-'� ,!,.e ",',",� - I- . - - i�' KIEC011 GLOBAL PROTECTiON PRI LLC. " " WE " , �,,f �� , �:\" , , e 1, , � � 'iel , 4 - - ___! Eulr,WF�h a. ful PA., - " 0 4,00 S.. IT . ) IT _�', TF,tift, I 'Iii ,,H_�� , .-Pill , '� "L "' " 11 , I '' ,.;;'j. '!'�'ItLt Clill MIA , ,,,, . 's ... 11, W-1111-4110 75 I � j I ,,�5,1,�PsAllsitl - I - . ­1 _____ . r-61,507lf .1" P Y411T , I - - - ;;; I�K:__ __ I I 1. It �, I ,; - I! 0��-­ t fH­.c - - �fi a __ I ­_­... - � - . 1* . .1 -4.- (1) (1) l (f) —M l -1 -0 > 0 ,= 0 -I il _0 (3) Ca- 0 s-- cz --C3 0- - - cm _41l 0 a) — (f) (1) -L-- C = (10 -(z U) (1) -0 0 f— — C) t 0 n_ = 0 = -0 I I — M 0 -Il (z L+� 0 ('Z > l .— (f) (1) L_ 0 __ 0L - C_ (f) CIO 0 As CZ -Ill C. I — _0 Ci 0 L. Q) (3) Q) = :3 IM > 0 L_ Cl CL CD- e< 0 -4-0 C-) = z:3 —0 (1110 0 L_ 0- (.) (1)l 0 " C M L. M LU < z = < _j Q- . SHEET NO. SH 1.4 I L EZ1/fa3, EZ1W/I0 APONORS I -- (S(E SECINYJ CZ1 a ALTF3ba11NE E210' CA SNETT 18) . { _3' Me..r _ : I.,, - 4 '1' tan.j�,"' Nr I `9 J(m NOT 7, 11 » � 09 PID 2) I4x r' SAIS -.i-TII -. --.. - I O („ �H Ei1i_ .....,1•--_ ­-... 3/IG-. ALVKAMJP-1__1.�I -1;. �! _.��, - j1 �� i! _1 i I�I! -I­I!- .-- . ,I - _.-i- OT (J.: , _ _ . - .. �-t­ POPArvC''iI: 1 ..: 1/7"F! O OO O 1Of I?I 1?� 0_i1 I 1 ] ) ' IA` 7 r•fr. . .. 'I T -1-T-_r.. 2-1 - .,' I, *1 i , ' . . I I ((NU PANEL) kINTERA,P Z-Ar.ii; LIEN,•- , A. I „ -ANEL1 I ) END PANEL) j ( w, i 'nF[. NOTES 2. 1, 4 I ' i SIFT NOTES 2. 3. 4 I 1-' y I J I 6 -Ci -•4••�•r�l 69 I ! I PAMLtM iercnr ;1 „! 4 * i ; _. ;) rI -. AS 0 ,/- 4eh P4 e' { f p e,I'� O A • NI Ar I V i .- Wyy. r,. I �....r �_, !< J_1_LL_1LLJJ-`11LJJ1L 1. �_I. l 1 J.. I. ' I .r 11 a <�t I - M (,7)w/ - AhCl101iA A.A''FANATNE f71w Iry c.l Ea le) EZ1 / 18, 1721 W/ IS TYPICAL ELL YATIQ_J ..FQR__SERt.M_2QQQ E—Z HANG STORM FA_I�1_ SYSTER (t) 2 an: -(MN LL•o" I,,'.' Mo. W �w, SHELL td,re) /j': � \ / -Y C.q. 11'', SECTION A ---A L1a,1.H.1KNT+1"', .;-At, ,.��?-A.•Il/;" % 3� . .' . ✓ a Per., I Ar a•, as4 QF�> ENGirUEE -'. ENGINEERING ExF-F4rSBI" PRODUCT EVALUATION REPORT tMen hpr 15, 2020 AI I,11'Lt.:.l NunAWr,) r'666.I - R;, E '. r➢I„Irr I ra MnI4N 20-31543 Product Mamrlaclure, All American Shutters and Glass hImulactumi Addl@PSG 1540 Donna Rend 1Ne61 Pan 9e weh F I 1 3 09 FL 14 Product No" 6 Owncophon 24ge GaNanized Steel Sham Pa-1,: Large Missile Impact Resmlaw Scope of Evaluation: Th P r 1 un FssN m or anc wRh [he r iT mnnt tTh FN,n a n 1GdilT1 EVBWatitxl Repo I s In g ed sore d e e M1u a s o e d :.vpartmient OI Busair— anti Pm,"suirial Regulation (Florida Binding Coro Isipoo) Rule ChaFaRr •i (I20 3 005 F.A.0 , lot atalewde ac:.vptinre per P00h,x1 I(Itll The product noted above has been '1➢r.ioo Ati&oN Rvaluated as sumrrwntwr rkweirr to sl Lm I."Inlrilji w1M the Flol"Wa Building Code 11'" I 't I .,N fit Ir V'al ter A,.rd 1 tilt Corte Snv mil nn , U, 01 and Is, to Dili purpose lmendtNl, a t a J N e E,At1 p T)De I t AF He ovNluratcpr III lrw: (eksducl shall be Terflared following parkin(, nt I Ir „Ila B,ulhn;r C:r.1c" rtNKltffcallans or 10VINICHIS Substantiating Data: . PRODUCTEVALUATFON DOCUMENTS Ex drawing e20 31543 utied 24ga GaNanized Sleet Gta!n Pavers (HVHZ It Non-HVHZ)', sheets 1.5 prepared try [n(pt ,,PrrnQ Express. signed a sealed Of, Ffan1 Ilknnardo P E is on integral part of this Evaluation Retnin • T 4 REPORTS r I ltn n 1 i n. T ?eIq LtanTa al lest dorm static shut to a tmalTce two been tested n ecco da f e with AS?02 mM Un FM' P 17- 1 cN T Inc reports) i8T•ASG 00 h B a water BSl Ito ts) Y Testing _.Inge mpaule Impact resmila ict. arvi cythc loading pertolrroance has been sestEd in accordaii-• wnli Tit' _U t and TAS 203 test slandalds pDI lest repon(s)1YBT ASG 17-001 by B4lckv,ati,r Testing Int . STRUCTURAL EMdNEERING CALCULATIONS Structurat stivoin,rmg calculations have been prepared which evaluate Oda Induct biased an lcomponeive and,or rational onelysfs toqualVy the following design ripens 1 NIA.mwaH AtblvaWe Spans 2 Mmrmhrn AlloWable Spans 3 Mimrtwm Glows Separahun 4 Anchor STlaclni 160 SIN 12'" AVENUE Suite 106, DeERFILLO BEACH, FLORIDA 33442 (954t 354-0660 1 (866) 396.9999 TIAM{►ENGIN/ININI:F11.1G1.CON F. A(.INIf AInGF P Pafss CON S e.}.I•Mw - "•M+U r. //' w a J . w_i', _­`M__. }Y n Y A - L tlf L f. fl i, a I X TL: A :'' .t Y T� M^ y .tl. I.E." Lv. r, n. •.' U Ter e -<I RANEE 1 TO BE MSAL -1 I AL1 1 r N 5 AL' aLwATS RE PROVIDED W/ REAR hAhDLE I,',, 4 V„ti_ IA'L :9ry A "O 9E NISFAULED FROM NS'Df ,! :TMI r71r. 1ign. �fi nr GERIFc 000 E-2 NAN ' ". . I %ANEL . Cont TRAL'K. ,-V ,, , 'ALL ALWAYS Ht. COY:Nt - J ?Or° PAR (1) SwIL_ BL ' -AN! '. (1) if FNIi I•ANFIS ARF CCNNIPrTFp TO B{Er 'Nr'It. SHAD CONSIST Of 1/4'e 10.3/1 U.SW/ A. Y NLiI Ok 1/4.0.3/4Mln fHULIVSCREW lkl(:I ' IAPPLL, k,C,1r 1,1; TRACK tOCATM)N OF A TENERS MAY Ef AT EITHER OF "COG EXTERIOR FLAT r(ANIT OF END PANEL R, LA - ••Al r It VAI ti I.I. r BIFTON rRJICH A Of r ' I IGP) Al IEAS' TN!: PANE" 5 t N.1 PF ,E '' 1 1, TRACK KING SPECS INR Cn> ON h07[ <E ASi. tUHFrECT10y OF PANES TO BnnCM Ir.. u ... AN, P44EL LOCATION ,t WMALLATIQ1IS ONLY VALID IOP wlt+D SPEED UP TO 170 Jn.p 1, N '. 9 r. FLORIDA BUILPING CODE tNorl MIS,: V.•,;: 1, N. L - s : 4r:1F' = LgOJo lAT"11 " ,_._ 24 GAGE GALVAPSUEI STEEL STORM PANEL •_ 0t'��," 1 L E C O 110E _ GLOBAL PROTECTION PRODUCTS, LLC. ;,,," STATE �. /!p}.11.r f_, UfT1D1 it. - MR nv1Mw MwYL1LN -.LPt. 1. ll "Wn �U a A 1xU PY % ^ _ �•10. y r 4. AW iFii _ PN V4 y .,nIRE O 1 V- J11,1' .--.--_..� / TawaM ot ENGINEEF3ING All Amoncan Shulicrs and Glass - 24gs Gal%aniztd Sleet Sturm Panel, NO 33% Increase in allowable sirens has been used In file de**n of this ptodurl Separation from glazing Is not reQrnreU for a➢srallalnnal s oldsNle of world June 4 xd essenlial tacilalris Im ct Resistance: uarge impact Resistance has been demonstrated as evrrlenCed In prrAOUSly hied teal ➢epnrt(s). An' 1, I,": Durdod for in IIe enym®ering design of him pfoduct Wind Load Resistance I r f .r 'n 1 c• 1 This product has been d1,s nlrrl la u,rVt >wrHt na ri un . d Miw1 he span L ,hadI/1FIS On n0 s Ixndu NJ 1 ) respective Product E alualal Dr,corneril iie ogmean11g Oravir g Installation 1- ;,r,.l", I %knit ter instal wf m strict compliance with As respective Product Evaluation DocPIIHI+ ! ' erigmeenrid di Awmig) along with all components noted Vic urll Product components %hell be of Ihv nmterlal specified In that pf rxltrLl s le%pective Product EValuall(ltl Document (I a engirroviing drximmil Limitations & Conditions of Use: F I r r r . w If+ 1 f •%l➢" uve Pr Document 1. Use o This product shot De m st rct ac ,o dancer 1 11e r . c Product Evaluation Pau ten t A { eroonsering drawing) as noted hereto All %uptw,nmg hood structures shall be dersigned to resist all vUll iriHx,I wI minds And shall be of a malemil haled In Ili-I,IN(xhl(i % IeApertive anchor srJoedule. Knott structure conditions whitf, afe not accounted for +I Ihm product % Ie"Cbve anchor %ched'tle shall be designed to on a site specific Losis by a leTstoted professional engineer All components Wn4:h Rio pemnanenlly installed shall be prier ted against corrosion cfN!larnirla]mn and Other such damage at all timed This product has been desgned for use within and ontsfde The Ffigh Velocity Hurricane Zone IHVHZ) Respectful h . 1. �7-3'.;;` - ' 11 O". I Fank HL•nnardo, PL ENGINEERING EXPRESS"' . I'),"'1,�; 11, (,it ALI 1)88r 160 5W 1J' AVENUE SUITE 106, DEEPFIII.O BEACH, Ficolch 33.42 (9541 354-0660 1 (966) 396 9999 TI ANL11IFNGINFERINGEXPRfss. CON FNGIMFEAINGERPRESS. CO. 4"; .I - J i IA _un _. T YJT —Ii. a,. ' NuI.'rM ,r yg T '' `r ` M . i. ByyfEtlel•.LiSI - N+ I '..� : t.. c" LY 3C. 0".. .➢ wr.i I-'----. -- ----- ' '� �rxL x'Ir,. H' .3.� Y',R tff TT': . 7i t ,,,1 [ , DO ., Data r. u'I-, Hx IrA:Y.Rb na . w WALL--iClIFOIMI , I' Y crV WL1A: Y+.L. . 0 Ci — .. 1. _:IrM C K Lr 11 ri I, R ..D:"II ,,.I 4II;01111l�". -W, x, Q L It,-. .hY i* •T.1f. �.-n�' ui .,, M rr r/ IP`I,'L• r:. MIN. RA N,d_, / [_1 _.. 1 1 �1111 > . '� �_ n.l' •. L 4wHn::-&_ UWF: L 6Ax H w011I A e i I. M(OQUi - A' .. A F TIE.. A'AG ,' -1 Mr'_ 'L I ­ - Lr,', JN `'L ' FJs t ➢, M1P '••' 1­1 A. r-II, rM27)N0h 1 .I,'Y ,11 ,,.1Y N J-YP- L IAF 4 ' I N •.MI IN3.t , , , S, IAA R T , ` 7 , -'4'- - ­ 1. '111 A. Y . _I Freer 11rn I--- Y "­�=Isara_'.r r aH at 1:., 1- ,pail . el- Oa<, t ,. _ .. Mr I 1 :.C..,: i J f L. ICY •`r ? t a'9-r A- ••T,hl VLJMv L-.. A!:! r: C":' Y1 PP' - :IRA➢ , x11 r• • V. _ - L wr f •..CR •: S:w EF- nr l ,,r'•w.rul Af^i, tr�+rr THv,r.r I; e•r'r -r• Toe rv, . _ "I_, a. : •n •'n.`, T•TP IRA ti� 1 Ft ' NAL tGT, AS:nVM CtU• NAL D' r,!1�_ � I! A rw.401-Y .P., . I',Y •N 20-31543 INSTALLATIQN-_IZAI S _�Q. SERI_U__2Q9Q�-�-HANG SiflRM ?AN_EL �1,'' � I! A rw.401-Y .P., . I',Y •N 20-31543 INSTALLATIQN-_IZAI S _�Q. SERI_U__2Q9Q�-�-HANG SiflRM ?AN_EL �1,'' INTQP_�?,�?E BLOCK TUR.h_.Q0..sR.TIR0 �-__ '- --- : . ExISTNG Poeratu 1 CONCRETE OR I _ • J.I, CONCRETE BLOCK AI1;Pa 1 �/. RLOUIRLb ;/.t , . ",• 1L i I.�V '- U) J14.:- HEX HEAD 'ITIt FROM _ - 9Avl' HER W4Nf) I" -= ra0u SCREW 186., 71 EDGE Or (1J , •., a4.- �� EDGF OF i 3 (g 41 `t: 14µ" � � f l� � - , 1 •!PA-tPvl^ n 1 iOi 1 1 tt mow ts'w•6'0 R or , , R " i-, RF N UOIA. N • Y 1 { I N I 411�p i t 4I Y➢_oC I'll ,,N PMJa. I A 4 ".: ' R-Si NANA I.11r- I U til.AYf R EWR1StlIPiD_ rl:r0'^T. ,,, ILIN ...11 : 1 ^I AIJAMIN f A,. i N I y L. - II I NIAE,' l/4 i'EYr' N I ( ,T" rl„A<K X Cd.AtiS N t I I ( ":r' "/A^.. ,. ,sa. " � L'..O• µ S '1r:1i I P ( MAX Ditto , 411 I i . : yv I I D,, +a ¢M R E 1 PAPIFL W�FNGTM: as l ] •, e,1'1ry uM "IjFP + veNf: I 1} 9 I 1 Y^. 1 t IA ,%ER.., U `' 1 \ - ,. �, I.Wn P '' 16 'l-SEF,ARAI N-1 I - CL4$$ 1 1 , �T ,: R N„I p 1',-cNrLA� ARk- . I fIrLM1e"cREfY _ 1.0 O 1 rMUVF15CREw 11 r { A Nj T 1 I _ 1, I 1 1 f.0 - _--: I ,1 'Ibis: y / F9. _.._ __..._._^._1 _1 I e i2' O C. AN•LHjF 0 ', .. 1 ! R ti * I. O. ATE PE.OUTAFD •L,NI.Kl I[ I-,'- .. PLCNJIRI I l6 WALL MOUNTING SECIlQPL_EZI. WALL MQUNJINQ AILTERNATIVE -W ,', J:' r,_' '81' r 111 PAN li4G`H 1 HISIALLATION ARE ONLY YALIL, rOF. MA, I'•!, 13E ]. 6" PRESSURE.. RATING +/- 4D.0 list AN6 0- M­ F'LNf L (NGTH , I,R NJA. wr'OD FRAME CONSTRUCTION. WOOD YEMeiR I+F t-TH'PN 944E No 2. W/ SPECIFIC TEN' -;IF .:1,A4 x ........:, -, J`r.r I \CFIII . sit - •�-... I;..P. Nu.LDING CODE Non High Velocity Hu, leans Zen, 0 441 / g .1- 'I"I .1 ;A ;AGE GALVANIZED STEEL STORM PANEL "r + � -' 9107/IaTP I - �' / GLpBAi. PROTEC110k PRODUCTS. LLC. �L EGOtNG y1' j•1, i ' J.m-TCSTt a ep COMPANY >M N RN ter .PrrA ANNtII II NIr Jrl ]•" rr f S! tNq e ruin',)"...""Ilm II T,-,e�M ",old, t- :- .w .',. .j Y ,` . AN nYr J.I �l wP w Y w. -'F_I r .... T¢¢LL I A,wu, L .A,.""YUMiuKf .,•'q w,,. •. • 1 f do r 'I _ nil:: • ---'. ALL AMERICAN SHU FFERS AND GLASS MAXIMUM ALLOWABI E _ DESIGN PRESSURES. r ' ' I24ga GALVANIZED STCEI STORM PANELS LHVHZ & NON-HVHZ) I.. l ,141I, •• _ -_ -: - - - I . ', Id, -FILE' IN UF.31C -_ __-_ --.__. ---- _ >GitUULE� aH DFSiGN NOTES: I I � WIDTH IJNLIMITEE /OStTPAE AND NEL I NC DESIGN HEESSUR�S (.ALCUUTIO A ap f PERP, TO PAH(i Ef•dNl - - F'OR USt •KITH I HI.. ArtH SHALL OE OEIERMINED PER In G $ EPARATE ENCGOI{N1 rPRIRry(i fINRAECCCORRDANCE WITH TES �jj aJ 'J r PCP NIOIIM {CONK : [ffi TTEFIM'J. IN aCCCRUr•�KS YlE7 I�A. 7 ASP D CHAF7 EP. t i TYPE ti REQ'p1 I �' 1" L)F n1E FLOFVDA. IlI111 f N , =•ii\' r f '. c.-•r THAN Ll w 0 ( r Se"110145 1 ORAk�E",[C$,,UAL TO THE P661TI ,' I I E"} �L•',,,�� _... I 1 i . v -- OOLTS• WITH MA5MM:ID SE A'%M1AE &.r ASSNOYIM 411 .... .. 1.4 uM G i laid _ I AK'111-9-UATFSPANTABLE) GENERAL NOTES, ISr,I� / N U7 N IOj 4 ] u41S 51F<IFlI. hHil l M 11 AMEN y SIONRAND SHALL Sit IbG CQ I'EO I S t1 ACCORDANCE wET11 f Hill OF TIME F1.fMEDA FV1Lp1rIC COPE a W r ,32 FUN V'.F:; SEVENTH EDSnGN 'AC'JDI FOR ULf IArs10E AND OUTSIDE rY THE NMLM PP �ai$'M O rn tTAt,.DL.' NIV 4Di Ills, PR(,nXOLs. coFENA"oft sNALL i"WinTGATE -__ F 41 11 AND CONK&14 TO ALL WEAL BVILL1ING CODE AM ENO04ENIR WHICH HA• I >d a g , APPLY DESIGN CAITTRIA IEYONO A¢ ATATEO NEReln MAv RES�UDIE LA 1I JE _I, ADDITIONAL SITE 6Pef alC o..ALFD LcitirEomcG 7 NO 73-L/2% LNCPFAiF IN TILWWARl6 i iNFSi NAS VEIN USED IN INT 8 L` ? DESIGN OF THIS SYSTEM. N. THE ARCHITECTIEN61NEEP Of Air ORD full IRE Mn7EC1 SUPERSTRUCTURE WTTH WHICH •HIS DESIGN IS USED SIIAA BE 4E;A,ASTALE (' -. 0.1R THE INTWAITYcr ALL SVPFOATltw. SURrAOEs TO rHL OC'.ar,h W11CH CD T /, SMALL RE IS AT THE PER KITTING CONTRA[ I CN. I $ N SEAANIATC YITFS PKTFIC' 5CILEO ENGCREE RING SHALL PER uV'rG 1'. n Et P IX TO DeRATT FRONL M CTI Oa PN s'fr AC JFG NLnTCN MCx1N/ ( I CW1P It DAOG DE 2 O!IS, S ,1 EI 7 ' EPFI% COMTA,CT THIS Ell 4tr FOR.Lrr RPATE STAT tAt C ULA"On', A'. 1f 1 ct-, ,,F, Ay `. t MA'Y a! RK}UIREO I uT ^ IG PF-O'D, - _ I THE 5 ITTM aTTAIl.EO nDEEIN r5 GENIE11L AND DDEs NOT PF: V.Te 1 Q j LL ' N - - ,10 "1NMATfr;lh N A BNECIFIC 5M. FOR `ri I I' h• , t p0p1I, `+�i+.n yi•' f0 .. A C'CINGI {o F. It EGI uM W X , C Ii . lit 'PIN T W N A H P 7 + 0.375:" E C OET'IONS, DIL NLED HE Et L1.E 5ED ENGlIN1El OR REGISTERED n elf 1. P1'4N IC SW IP FAA b"". PN 11 GO:I RE NTS PCw 1Ta ill NI.L r` F'� . _ I a ",rIRN XxY TH TnlS Or,:Ur1E Jr 'R. t;f,,t I'.; r+ L CTO T S n [ I T TYPICAL V RTICAL T EvATIC1N PhEsitillot ivtlV° Oror AiC91LAftTY,EIF�CTOR RNA ED Ow v%lM'JM rEs9ED i .= YY£, R, n E MO EL PnLL rp<R/'Et' ,1E R,1 Tr'f Re Y'C 1 ', inREEppTER SAE So OR 1I1 11*1b NOTED . A- yy - I� EI EI'':' tTT11 E1tWraE. IfASTEilE� SMALL VC •:A�j MIUN rU1ED Ds 4111E RW[GE Ill i -r• 3 CORREk,MNr-PESISTANT NATrp.W ANP SHALL CLY-0/LY'WI'W •SPECIFSCA,now% Z •• FOR AL STAWC1VReL EECROH 1 I OY 1H[ ALUN1NeN ASSOr�.ATbN, a , R. IIIC, I. ANY APPUCAGLE Lf011"t. WAlf, ANEKNL LOYAL CODES. F Q it ,� TIP MOUNT O ALL 5r7At. AAXPLS LNALL SE 2. W frt k "O"'I4' ICJP/N TYPE k"" , N GTOAN PANELS SHUI ':000MRM Ic w51H M591 STRV_TIANALcIOUITY C A' P10'D, SPAN AF.T,E STEEL,. G6g GALVANIZED cJATPw w 1_-h A I,yll H VH r•Y.AeI W. W STRLti1l(A1 30, ALL ALU MIMUN(RERWFIONSYMALs Y L4a41-16AWMAUMAIlOY, Q UNI,I'95 NOTED DT IRWY14f. UN TOP A EOTlo11"I"'I"1 iHGYJN NAB Ar INTER[ nAPGfO AS RLO aOTTG/'1 DONOiT10NS DICTATE PAafL.A NAY PF NIA+NTEO VFA NI_ALAY OR J WM MORIIfAtTALLY AS APPLICABLE. J 1T CONCRETE ANCNOR4 NOTED HIRFYH WMI LL 41 SHNeONED TO tI.OPIN TY NON -CRACKED CONCRETE ONLY. INOTALL ALL •:ONCRETC ANCHORL PEP ,1 � q5 AEQ•D) KA UFACT7EFaE RECOMMENDATIONS, I 1P ' Y - 13 rHE CONTRACTOR E0 RE9PGN518LE 101V9VUITE Orr AAGTCCT,,l % I 11 I I i+ NFMWAS FROM DISSIMILAR MA79UALS TO PREVENT EtK'IROLYM I I t S �4 F7rr. 1W 1 r NF e coil•ATI N 1 B1C EERSEO THIS YAL Or CONITRtKVRAI DLI•VA Ge'r C Of1 M t� TN P r Y 1 L l I`.MOWN OnLY USE a I6 S EC1flCA ION B CON aACTOR, e A Fj >A ry - (L,:CAI ICYW MAY VARY I INCLUDING L a SAVES HARMLESS THIS ENGINEER FOP ALLCOST N IAHAOES I : ell •� INCLUDING LEGAL REs a APPFLUIE FEFw Rf'LLTING FROM MATFAr.I „6Lm�• d ]I* F11 _�,� EJ11N7�F:AVRICATWN,SYS.TEM ERECTION, A CONSTRUCTION PWA 4(ES 00041, II.',• rrYY Ynl..M 15 CALLED f R N• LOCAL, STAR, \FTDCPAL rOOESS FNCM I 1,t 11rR rv4{, DOVI.IWHV. DF Tnl P.11 6 +Lt A e(!'G) is. "Cpj T AS exrAf :e-LII PAGNFtO H rRE11tt NO ADOPMNAL = �I T'X• 1 ir1PMATIONS AM lkirli a7.. caFnrtc T Lu 1yyj 1 1A wLraNAtynUL PL t+tt,ON'S OA MMeP M,LgKYr+C5 N1 rN15 CrOCUMHfF Qy� 1 E _ ARC NorPERM1TTEt.ANN n/WAE,rATe Imo, :-oprtrrcArrirl" �:CI RRfpn r BOTnOM HLOIJPy1 (CT]IV'/� 'V Lho, IT, PANELS SHALL all PEPMANINII AFA.LF.N Wtill A t'r'IFIFKIM OF(I) UUIEL IJjIVf •I�` Y' A5 R ' .I'Y l fSPAP atLOW, AER IVERY 3 a PERT CL'NTAJNLNG ,4 1 FULd 1,W"I, IN PC R101104 >1, yp11 4 T PE EA) 1 At! ANEAs(AN xHImiFR!-A1W Gt.4111 kit III, IT 1i ''(11Y �: O6'S'TAL1CTfON) 'MEAT PALM aEALM, FL IBC E :X"1ICXI,.L Y»"-AD STCrCM TAS' 201, TAS 101E L rnI el , tw.A--N'ir" 1'ANFL hWY all e+OrfHF:U AS PEI2+,Iae D, FLOPIO, PPOOUCTAF.AOV L 'Mrlf' -,,,f I 101 CJED THAT CONNErrEON5 AND 60LTa WITH VEASHERED ''s._, ---- -.`_- ----- . i Ae.;Vc, ARE IyF.E{l NM1Ci1!OT16FY ommuns. FASTENED 0 0-31543 all AN AWYVk S ekI.0W L%TRuC1'iON. OVERLAPS 0 MI[fiF14N (VSE - _,.. 0.PfRC]PNAIE SPAN, - -- -" ' _.. VISIT WALL 11�131543 M„ l a VERTICAL MOUNT ELEVATION N IRA. H'a "'' TS4,;4 z NOTCHED PANELS A.,1 "aNP,�,P.��R�H�MI ��'�'~ -- 1 11I s .QX_1arw._NN`RATs.IrRo.w 1, •-•ill= �.� - MINIMUM ALLOWABLE SPAN SCHEDOLE 1 ITALl"Ir ifs -- TItD —11A+T - -__ -- ALLOWABLE PANEL SPAN y GLA';',_ i f l _EPA AT F( ION SCHEDULE' I r :wrtLS 2 3 t IRA, tl, ti:A , ,. , Q M ilAt 1 ,!, eV1',WIIRAI7CNIIL, I�6YF IIAt 11 ,: 0 MAXIMUM U nit e H N .: 1 r' � A' , xl Ili b '- I. A 1 1�GHtl Ar I a ,,L H rE vAN11 PN R' Cl 19 f Sl( •,u TI AR 1 P 1' NA' I ,r, (V , �tJ SPA !I . n PotIDS+] 0,111 It IH•a. .. J O n a M 'r E. W ^ :Vle i L Piidill ya,I _R "'m 1x Q IS 3:izf14 N K I W 1 •W D b I 6 nr„ry - L ,F! H 4 '.A"+N,➢ Il1.l✓ N,.M'N,. N , I A. tin' -Ln 'i Y . M '.IA t� I ,Dirt +IWr ..r ^„ „ 0 611 11r i. A W ➢- Mrt'U .r N HUN x 'I.- ), I6 r -1 r rtl 1ML 0I` k I'll U9"AP9 Nt tit' V a r't W- "` Tn. ta„ L . ,ISO 1 • ,. .,1,1,, .:. .. •. 0 - �, Z p, • 51 ,.n I K Q O . .- qp ry 614- I _-' W&u p"✓ _jy,>^�:II I� I Nei i . SPAN SCHEDULE NOTES: � 1 I z :r1 A'. IA H iHM. T I L A f % r. CPAs I EGA fTE1. P '�• fan r u u. � �' ..ER " 1 P A"T 'P4' 7 O _, k ,A' AN', F A I q t t J b IL b EPME 5. NG , 'I ,^" 'R I r FAA N M A A `T P I -- OL 4� I F F I I RI 1 1 LLOW DX E STORM ANE'�. C P Lu S 'TN NANN:LWT >>A!I .. rEC: Ur C I • At",C:kf"PABtk FCDP 40SE NI RAN I fl 1 g _!1 vF '; rAI'1' r.CSI°r 1F1AN Ta EQUAL 7'CI ( L Obi \ I . Yu!.ntfvl, :rE'�iTON 4LTaD5 I Q nAl.(;, FASTENERS' 4A "DS UGED 1N I _ .... J E Sn _ ✓ : • . I' s i .Ip& , INrt - .. P ,i.'L".lh! YCxtw I,I.t N D:A w; T r J 'a,' 'r., 1 N WITH I N tit R W, R � ALL MCU GE /StON4 1 A,I ..I h1u1. w MrnN . 9 AS•t Ail ' ' F I`:+,[F. 51 UDGep ANGLE. ETr: r V'.4 > - ; I j ._ ail ,Mao;:] r,2 Q + i-L FASTENED% SPA[INC. 1.6L8 JA, ofE I I • I - — - p ; k' a>ID'U• KEADETSS (ThCI VOtlei B IIIF, r,• r a aT L E Pr]L f U BETWEEN LOAD'S IS j �1: J/ %.. 9g a e LrfAfC AI 'I•f C+Y'G h �' .<E h r.t VSE NExi IrSHEP tOAO - / Y ! L � - I I I r� l Ir I AI.«A.rt. 1: n 9 L .__ I I `` �i l� I I1I-- r:I.IKI'n. aDITJ'M •IO,.Nt (s qf1.; GLASS SEPARATION NOTES: ,� l�yl _ _ ! T T 1 "NI'll- I ehtea }PAN rf�� r wt N POSITIVE E DrTE � 1 _ � EP 1 M1NIMl1M Al LOWABLE ., DAFA•I''A3 FROM THE OPENING TO BE PROTEL TFO - f 1 !i It i e u.< Y F P --• 1 -,P I ..1nJ -- R E 5OSE 1tE S 7 ER. L :ir . L(uD X [YULE t E - ig Ntsn , N la. I - _^t. vL EU W HEP .e1 ill TIC BETWEEN lOAUS _ CCE L S USE APEX a - _I. ° IE lF N1 AL I yyj -:ALL EX1TSIbE OF ifnE .t, +'. '.ti C C FSSE 1 �_ ✓ALCLITIk:i,N,STl1 'WTNn?Oh"I`h`ROUGH$ IhI,.GLAjS .kPx ,1'-','y v ,.w'•o• .:: M G ,' C:I RM, MO 0 , P: %ND TM P Al FFrv1 "H IK:111I". n ND N{M UM. AR lON % ED I t SE ULk S yor;:Nu iw �iw. . , u e, r rr' . 4 Sa 2O . 1 _, PMIDT � Prr.iN., ., • !H D der,. rn P. �::. , , A1Hi RM+4%.J IH.."�wG TwwL .•: PlAI,O ➢r,w�AAn 4!N1, PA4, D.#K JFrr' nI'll; PTI NAL EGRS4i PJXNEI GE,TAII�_______ L PTIUNAL INTERIOR FA5TENING QUAIL M INrFRroRF'ASTFLot I p NT5 � t It .d•MR I 2 ai 14 C . �p9 7 r'i 9 -I _ 31 - I D > L 9 M L ! -. IjyrLnN v'.wxnv, i ' 3 I' - 1 2 r , i `. 1s' 27' 7s 0' r I. SA '.r5f ? r Y .T r �" H , I t° 'Ia SC t i5 Dr SD" 5rr S 7R' NY' -t-IW V Ev!' A 'tic N 1 I o IA A ! Sa ri ov,....., 0" ]O' 1 L. Tt l Ur,..! Jti:.'S.'. _...,. ..... L ''' ' .w._.. .. .Er ..., SIT I'T '_N.. 4R ye; , x..... III �_�114F 1 Aao PL q '. JO WT .., n YtN l 4 f --tT 11 :FJS 72"" 2r ff' 1 r5.�,_ e vl .,._s 1 ' r 2A"jtT s- ] r �i U I N T,° Y S .fir YT' )1r ;laic 11 1. J y 9 = _ I. i_._ ti L v N - a ' I _' 01,5. I ' @g cT'- 7 L ---•� 1 A I, I, I � -i _ :: � rp L31; ;_I J •w:, L. m : , rY s 'V 42I- -I / 4 -- ''k�.. .•..,' 'a - N.,' "'-` - (i} -- 4E 101 'I L_1__ __ i _ - � 1I.' .'�. I ,`rl ... - � ( , -i .. R, �.. � I � , I _. .;.. _ -I-, —, .1" 1 IAL(,)IlL� -* :-L1,.--,"b"a �'-I.1 D.Dso• T 1 I ':. f,. t — 1 .._I-� -.L I- }.rqc �.' Do5`'wI'. ... -.4 Rr, 135- 1 I� +!E -'F' Tr•P' r,. 'r3+dilF_ wJ tF•- ,,a , .,:u IYyGGI�arr U,937 -+`---!! Vf% Q`I z A• to 0 IF _ z L I. ' L.Y. �Ir 1T�. 111' — Itw ry aLWy y1 P I L7 �, v 11". Eli . fi I.r- •ftlllw I• � 7 v `! ff f,�Q�` 7 .7rE, U t: ' '.v-hull�T^- n' TT 1-1 ".t.PaM.: I -TANCf y/ n�m' -err.,, r.A1'W J; IL "';::' ,A_',IWL•',"V,' .. - N6fll J ]Jlt'.,-.Y •! Ja ,._ a:::.an. Alf " 'YlY'LNI.r- , '9 g R 1,10 ,i fy 9..1 - I'Ail . ^ .:I nit IL! L m 3 3 5 (( I� L E a 11 n , .SOD" MIN y 1cDE� S� I YI- h`I AI N to ayA�9 IF, ,al r InMxaa rRealxr!wmr_ 20 31543 ­­_ - ­ ­ -------------------- Ar .HOR SPJCING S-CHELf_ILE- ._ 14T NCP - 2s eerED a a a rD MG ISTANC[ AII nit : w r w.+b+ 11 r AAA sl URE R N . ,AI .VII . sac D,, .r M TTPP <nMM 14NCNoa /R[S?VR[ t" IF TY►C I CtaN t'T•r wrlll TFPl11 rR I'•r .I• . , T11►[ ^'1 (1 . TY►f ►SF• r', 'T cn L1 1..2 C. Hrv.r _ 1,9Y 1r Io I. ''r' 7'�]X a"I!IF i.. I il', ao' 5'• It"" T'•aeOEc 7t' I 7,.','_ 7a" T25' 1660, 160 ,I.? -p - -.�-. A ,<r JI , ] ^D et` 175 Ea"N0' ea' - E Fl u 1� 1, r ) 12 76,0- I. d 3 b. " Z vo NV 1. TIl 175 1Fti t• U I 11 I 1 'ix 1 A 1Y.n I1sC SI O.a,� LZ s I16J' It- I" GA' 12.E' 1A,0' 1,' It-0 r �,: 5 A n 1 ., I, : 35V- 1V.1 2 S 1 0 ll.L' 7a' 1LS 16.e- 10 I, 241 T 11A - -' lU' 61" 2 S 57 Si,i� 5r' o- 6.i- s6' 1 L b 12. 74 T '�P v➢ L 1' i G L 1a }" .,p sa 5 1 5.6 S u I ,9.' ➢ 1L 4 a 'c r a t 1 1 t Ln tl t a tcE► ®<• I Las ,ac e.a aa•' 1a s' Iola Pe• fe' rn7 _a"LNrral w 11 L 1'. 1 11 9 �r I :_.__4 L: L L ; 4 1 - 3 4 4' 2 _ 60 6 ? LqN"' _ .:1. 1 '..^,. f f I'' I � R I*u .F..y Stu 4, .11 I,+. 1 , -. 1=S' 16, _ ]60 III I : :.1 ! i : ( I Ij NN 2 - #�_-_ 1 17.5' 16.0' S.Y ,. '1' _'. T '.1. I _,.aVCIUNN 5? LY J. 12.5 16.0• 9.1- ... _ Y 1 _.___-_ __..-� 1! ] Y I.4-?' 91:. S� V /7 f" 1A.0' a l' Ir. - --, ;a X I - 12 c ] 1 16.9 $I, f2. ] .1 ... 4 a.Aw I l t .S V'fi b H ' 4' 0 I :: , I . , , Vs �IL1� S a` 41• aa? • • 0 .I' a....Xaet A I: .. 4.g' s.2S �I..)- a F.O' (1_ ImNRIw• _ - u 1 1s . .} s 1.: I 't T_ LOP' az]• I1P 7" . A 1' _ .-- 1,01,1,ll IANi E -, �r1 d /. 1 i J� "� ., ANCHOR NOTES: ;AZT .. '+ Ji ' ,•61-3A1 �A „N" 1' '!d :7,l % � qyy .NCw;I:, LHEOU LE I VPLi E S I D ALL. PR'iC"J::' •'.'I'I ,,,• ',PP'1VIOFS _— 'F' '+*"'�..'9 1i;r r.AA?MVM ALLOWnaLE AN(x40R SPF+CIN6 MA: M'JM ' L_ : IL rLSSVlt51NOKACEC /' P Y ,� ;r"' i;! 5 AH `P4TE;I AN ULF SELkt1 tXA L ri .,,L. r: r % I' .71NB STRUCTURE r> Y••: `10 R ,w ALtAL,, ANf H47R "':hEEKa LFECT IGP..0 - T _: a, , A1+.r MATERIAL a,a"dC1YM'^YRE SEI.f:C7 -N I '.1 ,,�.`,", . ". ,,. ': AEG IT Wr If- .1:--LI d.St:, DPSIu iA±1. L L. r _ ., 1,2AD ON "A,Mu [rR AMU `'E.LE _.T SPAN, [EA win I N.LF.. I i -.. ,r. ,I+' ,RCA r. Mo I A ,. II . i* P '�^T 1'af 7Y''" ': 'X P' 'J�t 1 11'. 'I / .. ,.1...' +7f1 J e. I t VASE C N W4KI r, U I 'PLC. f 1.1 rI Ik A.�I'I1b `-F 46ETEd FCIR ail N16FICA7<1NCIF LY]NNLCT,Gti (P_a . 1 r P'• 41'Y _ 'NLfa'1 ASTE9EfIds'•RESiUC5L15FOIH '-:I 1 M1 . /„ERTf.U,la: r, I A 1 r .I RACK', ,- IF)C D AW,tt eTC I ;15E P - - I . , TABU VAtot , T 1 it rN ry L II ", 1, _.�' l.. rUJ0" .'EA ^EC�R FfAR'1 JFil N(1 PJ' 1 ,I 4 Y. 1 a!'h4"Yc HAI13E iNST Fn IN 'C FM"Ir.w,A:rUtA "`I,'.2Rti'NECDMNEND4T1, ,'. d . r I : 1)."04 ' (Q,. ' MI %T a ,,, : I ( fir DRY TO ACTH C)C SLOCK. I., '11, P t 'i "'i '•UNTNUV FMR .,N,E)(T MIa 1 jr r; IH +:.NfF DR. rCHEOLt I - M L4 'M M T 1 'TOC 7C Or M AN ., -. I 1 WS t L DEL LY1 ANC CUGL Ui., 11 D @ 0 fk%1, J� ilr,,. =. I HND NeS WALL Fm1sMEs 5t1/N,L ell uNl a .: ur MA �' V. -. ! rlFr• IN' :•r HFNs ,•, "T ADEQUATELY (RANSFH[ LOADS TO HOST sr RL'C'Utd I ,• I E. COFAAF1. AN:11OPS NOTED MMM SK-LL PE IMP. .FO rr re .PP_• LUNC7JF.. F ONLY 9 WHERE EVIS77RG 5 ALICTURF M YK)OD FT,APNfK1. Ex,51111,. I01, ,7f, MAY %%RV, q[yD r"a. : R F ,' P't} Fn YR. 1 . M NUT , IL] W i. E Rf MO ATF WOW fPA+tING ME UJR, U r1.TYYDiC FAE3TBiatG I r: r Y )°I YVAT .L-.} 41,1E 1Ni ]P ECL Pi y. Ip CLOSURE ECFS 'C' .stew F / ` Ir f LI a' 1 N v RR)w „C` OF STUD FRAMil FASIF,?&K SEPUL BE LOCATED IN ... T .. N fA E NI t6"COIF 5 GREATER S F00. I 1 AtxfPrABLE WOOD ta1,NL.l ;•?'.. - sp x(nL Ol - L,VINE-G.n 55 OR 6REA7E1i DEIrSFrY, LAG S(]IENf },ALL "U1IV1 fFO:L'DS AINI EAD'7ft .,' ICtC Iw 1 f N, " aJi` :.V St b II ill: ]VAtltt A 4.NUR4 ARE DeW eAl JE ..' , A BRASS t%JSaIOLG J2 FS4CF/CNf-4 NEW[ 91ALL HAVE lj't MI N4F.alA+h(A--lMlrlf I L 1 (IfTO PIE LV+SE r N^JP'IA 0.rI^ "AY AV /1T.CF a PAP, HEAD TRUSS 11EA0 N W%r FL E L rv,F1EWAl A p('-1') toN O ,. MINI+r. r it I IA ' I:LL K,LJS•IANCE EXCwCGA KS1,C0 OR OTHER WALLFINISNES 1. (� I r'.' Y ::' I F 94EYIIIONI WWO1 ARE NOT AMIPTAO EtISL:i, ' . 1 _A V VI :vrA•_ 'If , , 1 n� . fI 1 , r, tPLI11r.r• r04I UEk WITH THIL ANCNDIt fi,_IiJVl"1 ELU5TF a "I I, rR t' i O O r— U N _0 O " O Q O = M -0 0— 0) U I- � � N � U M Cn 0�•!' = O -2L W O Q = O O U_ M 0rz E� O M > S�)_ CU L_ 6� 0 _0 .=_ vJ Q u 44 6; II FFA it ff ® V Virtual Re w Assist, Inc Plans Review co inr compliance with a toted and approved Debra An !(Lahlater r PX2 7th Edit 300 I ... : _41 1 111 �g RI � tl-ika I �11. axrRlnuaca:NwAwR 1 rr,-,:'� W 0 L. (1) W W C_ —&—i O U) 0_ CDL Q _+__j U = Z3 _0 (10 L_ a_ U III Cn L. S..a..a W Q Z Z Q —I SHEET NO. SH 1.5 I I II I I .n. 11 FOLD UP WEATHER RESISTIVE BARRIER & \ _ wNi AIHii NESiSiiVE g \� ___.___WINI�OWIINIi FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER WEATHER �- DC 1OR ROUclri OPENING \ -- t-I L OPF (J) .�-.. BARRIER Woo ,FRAM CONSTR. ~" :3 in 12.0 In R703.1 General. Exter;.":r. walls shall provide the building with a weather-resIsta lit eX.te,i for wall envelope, The exterior wall envelope shall -, > C- 0 RESISITIvr: �. \, �.) TAPE EXTERIOR SELFe�DHERED FLASHirJI, / - 3/4•-t"BEAD OT" CONS 1f;"" (k).6 C:rir .�l.t) cm) include flash) lg as de�•t.ribed u1 Section R703.4." SHEATHING BY LAPPiNG DOWN r" / ADHLF;IV1 `T(:) BE. APPL & 1 UNIa[ P SELF -ADHERED FLASHING OVER ;tIM ,JOIST AND UP THRESHOLD OF DOOR AND (� 0 Q WALL BY B IN. RETURN UP JAMB 6 USE LIr LnO R703.1.1 Water resist<.; i e The exterior wall envelope s'iall be designed and constructed in a manner that prevents the accumulation of water (13 -0CL raAILBFrANuuFckuuALWL..AIrir:,; EXTERIOR 2 3--------- within the wall assernf ply by providing a water-resistant barrier behind the exterior claddlrig as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN, V -s-a Cl) VVEATHER \* draining to the exterior'.vater that penetrates the exterior cladding t..:. � t� - 05 RESISITIVE s ' SELF -ADHERED FLASHINGU f3UiI..DIN(_� FyAPFR BARRIER SEAL OPS OF JOISTS- > WIRE LATH R703 2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks corn l ing av'ith ASTIR D226 for Type 1 felt or other, � L_ � UNDER' DECKING - ;SEE W-TAIL WP07) Si.JBF'L.00R :' '` :, ,..:• h. ,. approved water -resistive barrier- shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied horizontally" C_ �' � � with the u e r fa er I: r ec over the lower layer not less than 2 inches. Where joints occur, felt shell be lapped not less than 6 inches. Other LL - SELF -ADHERED FLASHING _ �•� _ _ pp . y a i, y , j pp 1, approved rnaierials sh:)il be installed in accordance 'with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt Q Q > )'LEAD FLASHING TIE-IN INSTRUXTIONS' ``- �•cn � � cn 0 '�J RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building 1. Cut, fold up 8 temporarily secure weather � � �� �.. � � � resistive barrier above header i0 allow for �,. appendages in a manner to meet the requirements of the exterior wall envelope as dL�sc abed in Section R703.1. .- to pr THESE DETAILS ARE GENERIC AND g flashin instaillatinn MEANT TO SHOW GENERAL FLASHING 2 self -adhered flashing plus head flashing under - -',. - - R703.7.3 Water -resistive barriers Water -resistive harriers shall be installed as required in Section R703.2 and, where applied over wood -based AND WATERPROOFING METHODS TO weather resistive barrier 3. Fold weather resistive barrier back overhead _ _ g, - resistive p permeable barrier with a perfoi niance at least equivalent to two layers of Grade D paper The , sheathing, shall irii^lucf�.. a water -resistive vapor and seal with tape i 2 � 1� - 2 individual la is shall ,.tie installed Independently such that each layer provides a separate continuous lane and any flashing installed in 13E USED. 2 , lay - is �� � Y P p P Y 9 4 accordance v 1 I SF cti<.,n R703 4 i intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS r SELF -ADHERED FLASHING FLANGED WINDOW � f�,� (� SELF -ADHERED FLASHING Y Y P V l EXTERIOR DOOR WITH DECK - SECTION A Y V P V 2 CEM`T`. FINISH SiLL/ POTSHELF/ CHIMNEY SHOULDER � � � � Exception: Whl:}re the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or gr+e iter than that of 60-tninUte Grade D paper and is separated from the stucco by an intervening, substa+ltalb'�r nc1 ,,�tater-absorbing layer or designed drainage space rJECHANICALLY FASTEN IF RUBBERIZE[) ASPHALT ' FiUBB£.RL..ECY 314"-1" BEAD !1 NFFDED IN CORNERS ADHESIVE 1 � - ��� AtHESIVE TO BE APPLIED UNDER -- - - " .-' � � r HI HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE • EXTERIOR SHEATHING ..� OF coNsrR :�i •i� -�. -�' INSTALL vc �aMADHERE!, a i�EAu .- __ R703.4 Flash -; Appr„.,ved metal flashing, vinyl filasf)irtg, self -adhered mr.,rnbranes and mechanically attached flexible flashing shall be applied ors CEMENT ✓ rLASHINc� - - shingle or in accordance with the manufacturer's is Instructions. Metal flashing shall be corrosion resisl,�-int !'-1uid-a }lied membranes PLASTER .,, UIPRAMB 6". USE US lIOUIU NAIL�BRAN[� FLASHING. sFt f�' SELF -ADHERED FLASHIgN_------., g g pI r� FLANGED WINDOW /� 12 MiLDAYL,OK CMU MASONRY Fit OCK � OR EOIrAI WE PROOF CAULKING (SEE DETAIL WPf)1) / used as flash rig shall lie applied in accordance with the I'liar'lUfacturer'S instrUCtIC)115 ill flashing Sllc�ll be applied In a manner to prevent the EXTREME - REFER TO TECHNICAL ° I';x �y ' " SCORED PAPER _ entry of water Into the .vall cavity Or penetration of 'water to the building structural framing components. �` to LETTER ON CMEMiCAI. •� 7 WINDOW COMPATiBILITv iSelf-adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with - 1}SEALANT AT SELFADt ERE.DFI . � � � rtELFOREFOLi1ING,SCOR the building v.aa v:r.h a sealant complying with, AAMA 800 or ASTM C9 0 Class 25 Grade N;S or greater for proper joint expansion and FASTENER _._._.---_ � - ''- V ' �� _---- :;E:11 al�t�il I,L fi Ft G,• ; , , .,,m il�iE ` WINDOW BULK rc1 E cxr�asr'. ALANt rrtrwT •,� .- y VERTCALtYFRc n �r PAPER r=w.cb contraction, AS f MC12.81, AAi'V4A 8,12, or athe;r appiavr cl st<�i�rtarcj as appropriate for the type of Sealant Fluid -applied rnerTlbranes used as b)t� sIL)E EDGE c,r l . i•.% ?' : MASONRY "�\ t . c„ a WINDOW BUCK r...., Bt3T1 1Mor flashing in exterior'�valis shall comply with ARIA 7°1 f. The fiashincj .kTali extend tr.) kite surface of the exterior wall finish. Approved flashings �� �•�' �` 2) SEALANTINSIDE EDGE rHriESF;OLta shall be In'sta#led at thc: following locations. 5) SEALANT FROM WrrJ[7�:'IW FRAM W Bl.il"K � t .,. ` // 1. \" � `• , WINDOW BUCK".�, ACROSS WiNDO' SEC:TION•A (SEE DETAIL WP02) �" `~� 1. 1.Exterior window and door openings. Flashirlc at exterior window �)nd dooi openings shall extend to the surface of the exterior wall AND C::XTENC) Tr..) � -WINDOW FRAME ~ = . �:/ ,* � MASONRY - / ATTACHED finish or to the. water -resistive barrier complying with Section 703.2 for sub. f ..; - r� drainage Mechanically attached flexible flashings ~� SELF nullrfaFaFLAsi11N+s shall comply Ith AAMA 712 Flashing at exterior window and door often rig�c1U subsequent dra PER cony s shall be Installed iln accordance with one or more of the 6J TOOLED SF�IJ_ANT ti•"C.�, REQuiRErviLr°! i s ,. BEAD BRIDGING /"� ~` , folloi,Aring- CLADDING AND WINDOW 3 T WINDOW F T '. , �r __ °•.,, ` "" / f 5 1.11 Ttw fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration FRAME -- ° SELF -ADHERED FLASHING � ✓ WINDOW NtLL RAMS NAILINGFL.ANGE � �,- 4 1 I1lanutact.Irer's instructions in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are WINDGW riI.K;K Al.t. THE WRY 1 � ;.'�) -. ,./"., rt � ° sL:Ai rc:>r s OF ,iGls"rs -- a1 6 .I ._ i;i rr'1 n )stalled at the sill of exterior window and door openings. Pan flashing shall be sealed or AnnuNu.IN3�LuuiNusiu.. - �. ic, rOviuet:�, pan flashing shall be in totalled NOT FLASH OVER .r / 2 i ,,. ,. s aped SL W 1 a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent uNUERDECKING drainage, Openings using )an flashing shad incorporate flashing or protection at the head and sides. t1o1TL�nn NAu..Irdt,; �� (SEE DETAIL WPOi) �,,2.� ��.''' �] i '� � I' � p � FLANGE ... 1.2 1.2, In z3ccordarice with the flashing design or method Of a registered design professional. 1.3 1.3. In accordance with other approved methods SCS 06_05 C;MU INSTALLATION Fi POINT BUCK AND SELF-ADHEFr�ED FLASHING >1 A ,��•�� SELF -ADHERED FLASHING � n f�®� SELF -ADHERED FLASHING WP06 1 4 In accordLtnc.�:� with FIv1AiAAMA 100. FMA1 AAI�IA ZfiO, FMAJWDMA 250, FMA,'AAMAR' WDMA 30CR or FMAIAAMAIWDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW V V U EXTERIOR DOOR, WITH DECK ,/ V INSIDE CORNER 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. ► a round �• 3.3.Un Der and �,.t the ends of masonry, wood or metal copings and sills. 4.4.Ccntinuously above all projecting wood trim SI-EATHINr, 5 5.Where exterior porches decks or :stairs attach to a wall or floor assembly of wood -frame construction , ,.rill x�nci inter =cct ores ' -- JLii -i I erS water Resistant Barret 7.7.At i 'It n gL tt A>,FRi7VFD SHEATHIlVc-, -� JAMB. SILL AND HEAD DE TAIL / 1 SELF -ADHERED FLASHINGi _arh M1 -� /� .. Sheathing . _ GENERAL. ArPRGvcOHnusEwRAP -� ,� PATCH � THESE DETAILS ARE GENERIC AND MEANT TO SI-��O1N STRUCTALATHTWINTRACK2.5 Stucco FLASHING AND 'WATERPROOf WATERPROOFING METHODS TO BE USED. 314" CEMENT PLASTER �P1Be 12 MIL (min) DRYLOK EXTREMER ." APPROVED FLASHING TAPE ' DOUBLE 3 '2 T JOIST ° °., '� ,�,. �. e "V"SEALANT SOCKET WiTtI ernerlt Plaste; TOOLED APPROVED SEALANT -- SINGLE WOOD BEAM . Fuun�latiull W;�J in nCCrlrrlanre with �_.__. _ ____ _.. 1/8"" Ce nt P. f Rev JOIST BELOW t SSFLz-ADHERED FLASHING i'., ASTMC9 6 in aCc�� rli�r co w Assist, Inc. m let fff � b - � .� _...�,____ x r .... .� .,.� �,. ---- f ASTAAC��iPliance ed and / d f a Fell bac.k(ud metal � . -� with t approved f �. i �.`� hY 0e Ira Ann 2020 FBA 7th jFi. F-ADHERED FLASHING / ��r _ loth . in ic.cordance �. - Felt backers metai(lahr P Ed wrr 3" MIrJ�� Wlttil,S tMC1063 r;• ♦ lathe in accordance X2300 .SELF -ADHERED -- SELF -ADHERED FLASHING FLASHING ?-< with ASTMC1063 g (2 i. ` C t a{1er nl ,i n I Ir 113" �).S.F3 Building Paper UVE�E' SCREED t4 Metlhirltij t� '., ;,�,'� ' 7/1 atfUr5gE3 EXTRUDED HOUOLDt=R INTERFACE Wifll SELF-ADHERED�isTASHING �/rt/[")� SELFL-AQSHERIDF CORNERFLASHING WP08 �� ` �, Flashing \ Sheathing U ql , ._...,._._..... Weep Screed SELF -ADHERED FLASHING ,. ,� Ir��:t�llc�€i .4s l�el 2x FR�MEWALL _.-......__..._ .� __ ._._ - _... ' _ , .____-_ _____._�_.._._.__ � �, .r'''``-. sTnLrfact '�lTet^s "„e `., -�-+ �� M LEGEND STF,IP c�F SAF \„ Mcilrlteln; Stampede or similar TILE FINISH <, \.. 1, ,...... � Weep 1 c � cauk bottom Y. � SELF ADHERED FLASHING (SAE) �----- lst�)1tL) r PRODUCTS DETAILS �---- I-- � � , uRAIIVAi�E 4�tANE WRf� DRAINAGE PLANE (DP) WFATHFR RESISTANT i , � WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO � �°' BARRiER(WRB} I Screed , ,� joint only C_ Cn BOND BREAKWLATHERRLSISiAN(BARRIER--- .----- 1 t1�" to �4 '„ 1/2"" DUROCK --- �- BOND BREAK WRB SELF FURRING (SF) LATH ✓ -- -- Weep SCI'eed _, --__ � ti '"" `���,_ AhnvP Roof �` PER THE FBC RESIDENTIAL 7TH EDITION (2020) Q / I PLASTFR ACCESSORY ----- St,r whinq `°" Installed As Per HLATCINC,'OSIX. PLYWOOD, OD, Di NSCIASs ___..r<- _ 1'4' PER PLAN - -sF LATH Mdnufact. Specs. do .0/ Detail Instructions 1 ` I WRAP DP WRB ONTO �, Refer to the number marked as # In each detail �' I irc �-_ 112'" Cementitious ' it that corresponds to the 1'-C" PER PLAN v / �; � �. _,- Trig vFRTICAI. �.. � !i ,."/ Decorative Finish � Q p . _ � � :, F�,cF Tr:,1 c")P of ✓�,ernent I numbered items in the list of instruction's below. ##" FLANGE AS AN AiR in acror r �„ � BARRIER with AS 1 `; •-� i .i 1, � • �r� . �( -Alt inside and � Over WO( .,,•. .•©• __._ ___-_ ___---- 1. Install self -adhered flashing in order as shown b numbers SLOPE _,_ _.._ ;3-,,"2" INCH FI.ANraE .y�y, "�,u - outside corner will ,Q 9 y 8"' CMU _ .m_ _ ._ _.. _ _ - •. floor 2. Install flashing and weather resistive harriar to fnrm water shel-fdinr � -__���,� need to be miter � -�•-+ laps _ i \ C.a J 4 OR CMU cut and caulked all ('PER SEAT DEPTH _.___ _ _ __._ Q.• •. •� butt joints need to 3. Self -adhered flashing can be substituted for building paper __-. _--- - :. ✓`,/*.,' a v < , �,�--sTRIJCTLiRAi_ FRAMING �• c o . F! 1'V11H GROUT -- -- : I) _ Ci .': ? _ 4',. becaulked using ._ g 4. Split the release paper using the ripcord (Split release on demand, --0 l i I ' FILL d ~, STRUCTURAL SHEPTHING Q• Stampede ede or sim. embedded in the adhesive layer) - for ease of installation and to _ _- Cr tl a p Lu W PLASTER STOP :* C-STfiIPGF SAF r caulk fo; all minlm'i7e scoring Cuts ' A •• .' Gi 0- / NATURAL SHRINKAGE 1k 5. Remove all release paper' per standard installation instructions and � - � , - � CYO � CON rINUOUSBACK'ER - Do NOT SEAL. �,._ __ __ .--DRAINAGEPLANEWRB adhere to substrate using a square piece of flashing rnaterial (6" x 6"" LU C.W.) ROD & SEALANT ���.-DRIP SCREED PLASTIC': - e ! ACCESSORY ll I ,-BOND WRB \ Minimum) SLOPED MUD BED _ z Cr _- I � .�---- Y.. - �"/'„ � � 6. Fold as shown by arrows - - Q W UJI A _ 7. Angle of corner may vary, adjust folding ON the flashing accordingly to --- .°� d• - �n �l�00 fit tight to corner ` -- p I U) Note, VINYL SHOWER PAN - -- u lr,. _ _, "_ " S. Mechanically feStP.rl as necessary �. ._. u , ...• �� t The building paper" an(- metal lath must be - LOUj P 0 installed over the top of the weep screed. � Cement \\`-PLASTER Rlat;tl i � 'fy Q i - -a----- CONTINUOUS BACKER ROL) � _ - , 'r bloc � � �� � � �'�i^ � a � � OAC.( , 1,- I 8 SEALANT l.ii IL)Or � l -� Z 1 \-�:FMENTITIGUS FINISH Q_ SHEET N0. SHOWER SEATWP1V-I-fEEP SCREED DETAIL WP11 SOFFIT/CANTILEVER ti� , - SCAT-F- NOT 10 SCAL 1=WP1,0 TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP)— WALL SHEATHING PER PLAN - SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED - WEEP SCREED- 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 imigau 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 CON' 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 `v A z co HEAD WALL co MINE 1111m 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---_ LU94:01 URIy i1 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 v' 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 R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A d) WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. j V WALL FLASHING 2)O -F-- R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED FIBER CEMENT SIDING CU i FIBER CEMENT SIDING PER ELEVATIONS AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O QQ„ O PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE C CU WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO p� C 4-cn WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. C =s CC Ca U) SHINGLE WATER O V SHINGLE WATER oo RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C LO 0 '� 3 RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q _O OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL C O L _ TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O 'Co `C- O STARTER STRIP FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� 'p O O 00 STARTER STRIP o0 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED Cn Q CONT SELF ADHERED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE .0 CO � C CSQ FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT -0 (J) Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING' TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. z SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE co STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO 'sa 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 00 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 �r BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 4h z / 6WOOD-BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6" 611 DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL WINSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE W P 12 ROOF T WALL -SHINGLE TSIDING W P 13 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE - BUILDING STRUCTURAL FRAMING COMPONENTS. 3If 1 9_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 00 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 co 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A 00 STANDING SEAM METAL CO REGISTERED DESIGN PROFESSIONAL. 'Z' CLOSURE ROOF PER SPECS \ 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMADMA ROOF PER SPECS ROOF UNDERLAYMENT TO NV 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. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A CONT SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING TURN 3" UP WALL ------ ALL 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. ROOF TO WALL - STANDING SEAM ROOF TO SIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL W P 14 1311=1 ,_0„ W P 15 FLASHING AND WATERPROOFING METHODS TO BE USED. C!� CIO a� MAY 12 2023 Q - U) CU Virtual Review Assist, Inc. O Plans Review completed and a for compliance with the 2020 FBC 7thove 4� Q by Debra Anne Klahr PX2300 iorr O Q U 0 =3 L O L �+ co W Q Z Z Q J SHEET NO. WP 200. -1 __\ ,m 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 MIMI 311= 1'-0" WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCRE WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING— CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING oo PAN FLASHING 6" MIN---�\ ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"---- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS--- P-4� 2X NAILER SECURELY FASTENED TO DECK - ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL ""'"' ;LE ROOF PER SPECS RLAYMENT IINGLE OVER =DGE SHEATHING 'LAN =DGE JB FASCIA ADHERED WRB TO 'LE OVER WRB ON BELOW INUM BRAKE METAL WRAP BACKER ROD ;EALANT :.O 'J' MOULDING OFF BRAKE METAL IN :;0 ON FRAME - 7/8" �T SAND FINISH STUCCO :LF FURRING LATH ON 2- 6 OF WATER RESISTIVE IER COMPLYING WITH E2556, TYPE 1 (TYP) SHEATHING PER PLAN FLASHING REQUIREMENTS N 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. > L V WALL SHEATHING PER PLAN O O WALL SHEATHING PER PLAN R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED L L SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER N d O LO FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE CC -p BARRIER OVER FLASHING PER ELEVATIONS .�... EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO p� V cn L- STARTER STRIP THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. CCS Cf3 in SHINGLE WATER RESISTIVE N UO 'a BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C O i HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O CL O BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL C O L.L FLASHING EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O O `� Ca HOLD 1/4" AIR GAP CCf UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE COUNTER FLASHING BETWEEN SIDING AND Cl) p O O FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED to Cl) �- d CONT SELF ADHERED FLASHING TO MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE J=- CO -ICU& C L LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT i- —0 .0 C!) 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 00 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 / 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 16 ROOF TO WALL - BARREL TILE TO SIDING W P 17 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 3it 1 I-0" 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: I r 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH r THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. j 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. i i THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL WP 18 FLASHING AND WATERPROOFING METHODS TO BE USED. CU MAY 12 tots � vv Virtual Review Assist, Inc. Plans Review completed and app d for compliance with the 2020 FDC 7t Edition by Debra Anne Klahr PX2300 0 0 L� L W z z J d a Ca 0 L CL U O N CU m 0 SHEET NO. WP 211