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HomeMy WebLinkAbout3222 Moulden Hollow DrA Version Changes Ver. #: Description of Changes 1.1 CLIENT COMMENTS -ADDED LED LIGHT TO FOYER CEILING L E N NARsm LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 1871 REAGAN GENERAL NOTES: THE FOLLOWING TECHINCAL CODES SHALL APPLY: 5TH EDITION (2014) FBC, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND 2011 NATIONAL ELECTRICAL CODES 5TH EDITION (2014) FBC 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. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 5TH EDITION (2014) FBC RESIDENTIAL CODE PORCHES AND BALCONIES CHAP. 3 HANDRAILS - CHAP. 3 0 GUARDRAILS - CHAP. 3 STAIRS - CHAP. 3 CHIMNEY & FIREPLACE CHAP. 10 EGRESS WINDOWS CHAP. 3 4. ALL OPENINGS SHALL COMPLY WITH 5TH EDITION (2014) FBC WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 5. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 6. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) SHT NO: TITLE A COVER SHEET Al FOUNDATION PLAN A2 1ST AND 2ND FLOOR PLAN A3 DETAILS A4.A 2ND FLOOR - ROOF FRAMING PLAN A-1 A43 2ND FLOOR - ROOF FRAMING PLAN B-1 A5.A EXTERIOR ELEVATIONS & ROOF PLAN A-1 A5.B EXTERIOR ELEVATIONS & ROOF PLAN B-1 A6 1ST & 2ND FLOOR ELECTRICAL PLAN A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M/S FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6M/S WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECF.ST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1. i PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO PA1.3 PRODUCT APPROVAL INFO PA1.4 PRODUCT APPROVAL INFO PA1.5 PRODUCT APPROVAL INFO WP1.0 WATERPROOFING DETAILS SH1.0 HURRICANE SHUTTERS SH1.1 HURRICANE SHUTTERS SH1.2 HURRICANE SHUTTERS SH1.3 HURRICANE SHUTTERS SH1.4 HURRICANE SHUTTERS SH1.5 HURRICANE SHUTTERS SH1.6 HURRICANE SHUTTERS BUILDING TYPE: V RISK CATEGORY: II NOTICE TO BUILDER IT IS THE INTENT OF THIS DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESSONAL TO CONSTRUCT THIS PROJECT. IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS CLARIFICATION..STOP..AND CALL THE DESIGNER LISTED IN THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL THAT IS CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE DOCUMENTS BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE. U J Q =w� 0� w w❑Q0 J U o N W O = O❑ ° W Zm r Q W 00 m � = 0 0 c` _U) _~ Z O Q �w '�_ ?� ` e } Z ~ Weir y .: } Q W W Z Q ti -LLB Q�,..;'A,,. c� 2 o u w w =0� F=-H Q fn N LO E o C v L 10M N to V �_ y° 7 2 c" E .L O Op :EM 2 o ill •s 0 p Do Q .� v�0 w Qv N C � 0 � 0� '0 W W p LLI (/j w 0 F— w H Q w 0 QQ e z w Z Q U Q F- a�-Jco0<OfU)LLUO0�J0 <ax zX 0U)wwOZOROOmZZ - OZ20 �QQ 0 C'J Z 0 w www �QQoWQoz_WZoW°oa w-� ¢�W g_t-� 0W p p g_wpQ�QUQ Q 0QZ¢ LLQ 0 F Qw O O N Z O I— >(nOO f M O Q w M p- qq LL �z It0-M Q Q 00 Z 0H W W Jc:) O mi d0' N (0 O 0 N rn N O O c o ' ( o N 1 >_ Z Z ZO 0Wv� Z I--- O a L'0 w Q ZWF- 3:LU i-=Z Z 3: J 2z� ® w Q 2 �� W oo U}w z a o z �z ?Qo U Z U� Oo z Q Z J It W N04 Q LAST PLOT DATE Oct. 10, 17 ZO' , J COVER SHEET - - l 1 1,77 . -77 liL.;,o' fal'iw, tu Al� � I ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) • 3-1/2" MIN. 3000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) d- b v c%> _o M 0 :;r N NOTE: ELEVATION- (-)1-1/2" FFF. ELEVATION CAN BE NO MORE THAN 1-1/2" 1'-0" BELOW TOP OF EGRESS DOOR THRESHOLD. FIELD VERIFY. Q 13 A7 42" X 42" 30'-0" A/C PAD I 6' X 3' 5'-0" I 5'-2" 3'-2" 3'-4" 3'-4" 5'-4" 4'-8" 2'-0" I I 1 HB I � a i I 4 ❑E c o I N ❑ i I � N ❑ 7'-3" 11'-7" 11'-2" C.J. I -- - -I-- --------------------- --- -L - -' M I 000 - o o REF ❑ SINK o I 5'-3 1 /2" Lo [V I `1' N I N C.J. ---- - ❑ I I h^ cV II N I A7 13 FOUNDATION PLAN 1 /4" = 1 7®011 15'-3 3/8" 1 \4 cc❑ \ S3 \ 7 4 ELEV. O 0'- 4, _u { F oo I llrcc�\ S3 { 9'-10 7/8" 30'-0" 16'-0" 21'-4" rm- 0 Lo 0 It — — — — CJ. o J ❑ S3 3 HB �r a I V-10" NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/AC1224-3R J = w Q ~ U z ❑ = FILLED CELL W/(1) #5 VERTICAL wQo w ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB 0- w O = FILL CELL TO ONE COURSE ABV PIPE w O (NO REBAR) w z_ (2) 24" #5 REBAR PLACED DIAGONAL Q w AT CORNERS O cov �00 PLUMBING NOTES: L}L Z) o 5TH EDITION (2014) FBC PLUMBING CODE SECTION 604 w �O= W p � 1. TANK TYPE WATER CLOSET VOLUME >- Q w 1.6 GALLONS W z O 2. WATER - FLOW RATE. = o 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 O THICKEN EDGE TO 8" O 1-1/2" DP X 9 1/2" WIDE RECESS O3 3/4" DP X 13" WIDE RECESS O 16" W X 16" DP CONC FTG W/ (2) #5 RODS CONT. O 20" W X 20" DP CONC FTG W/ (3) #5 RODS AT 6" O.C. CONT O 24" SQ X 16" DP CON. FTG. w / LL Q U) o N = o Zp O o 00 �Z z a ram, a w gSa%. 6 b °� ; l i I O , H-m p C) w �w �� Q > 0 `? U MN t' V M � O t 2 o O �0 �tn ^, W V w a.v EM c L K �fl W/ #5 RODS AT 6 O.C. E.W. W wW¢ W2J �§Yzw Z BEARING WALL W <D- co ��U)u-0�°_o Q U ��ogao'oWoom0 v�wawinwwwu���¢=� C� OO z -i <owQU5Zwz�w°oa U) LL <~<- �t-� �wp2U Q Ow o ? 0QZgQ LL Q O Q LL O O N Z O 1— O O co O M Lo 0- z U) u- QWQ�? Q U Q 00 Z H N Z w W O O J S6 N co v- 0 O " i CV 4 O n� 0 i N N (3) > i LLI r Z3 Q O (� Z ri Q I— u,i 0 LL � O 2 00 O Q .. Z Z U � O 0 F— CO z A 1 w N O LAST PLOT DATE Oct. 10, 17 Z O FOUNDATION J PLAN A - Z`- oww UI~-> 0�0 �a W F— H � in 0Z F-= Z O�Lu J Z <z� d w LD z z -rQO U z z w _! qt 0 04 'H 9 30'-0" NOTE: SEE SHEET S-11,12 '1873' FOR LINTEL CALLOUTS & DETAILS 9'-10" 15'-6" 1 11 4'-8" bo HB ti SH 35 H D AT 7'-4" [Lou AT 18'-0" 0 09 2 U 0 O O 0 0 0 0 0 5068 SGD I p I 1 LIVING ROOM DINING ROOM T Co M 1 17'-11" X 13'-3" 12 -0 X 9 -5 11 p T o I 8'-8" CLG 8'-8" CLG 7 5/8" 4'-8" 3'-8" 5'-11" 4 6'-9" 3'-1" 1'-11" 2'-4 3/4' 7 5/8" 0 � I 2X4 KNEE B WALL, TOP LaS6 AT 34 1/2" 0 , REF LID L=-------- _--���• FLR - LINE U)o `� ' KITCHEN ; [3 _ _ o I 14'-1" X 9'-6" 'DW I 0 8'-8" CLG I I 3 A7 2 q 6" WALL FLR 2068 J N I LINE RANGE 1 S6 W/ HOOD rni p00 N of4" 4„ � 0 1+j` N DP SH - - FLR N C" TB �� „ , LINE �O 0 v d MIN FIRE 4" INSULATED N p I ED DR W/ SER BRG WALL PROTECTIVE - — BOLLARD N LINE OF CC —NSULATEDS3FLOOR WALL p ABV p LOW 11 SLOPED - 10 CC WALL S3 3 9------ $------ TWO CAR GARAGE 20'-l" X 20'-0" p A3 36" HIGH 7 p CONT. ------ RAILING 6 FLR 5 ----- LINE ----- 4 0 FOYER 3 _---------- LINE FGARAGE IN 0 iv 1 2 j I OPEN POSTION I i A] .I i p UP I Op p o 0o p Co H 1 /2 34 CD AT 7'-4" 8' M T P.GLAS v 2'-9" I O " I 16070 HB 12" SOFFITABV�0 _ p_ p 0Op ENTRY --------------------- - 00 7'-8" 2'-8" 16'-0" 2'-8" 8'-8" _ 21'-4" _ 30'-0" 2 mz w� TIE BM AT 8'-8" �0? mbo w �Q FIRST FLOOR PLAN - ELEVATION Al 1 /4" = 1'-0" NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-11 , S12 '1873' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 30'-0" 1 LINE OF ROOF 1 BELOW 4'-5" 10 1 25'-7" S DRAIN H 25 HD AT 7' -2" SHWR HD EGRESS i & VALVE n•,��, (4) 16" R & S 1 M DPSH --- `�' 2068 BF 0o I N zo 668 MASTER BATH 2668 I 5'-4" 5'-8 7/8" cv f FLR LINE 6 A7 SUITE 'o0TBE rFLRMASTER I 14'-7" X 12'-8" N 8'-0' CLG OO W.I.C. I U)0 0 I � N , S & R -----I CQN N ' T ----- (2) 2068 BF R & S ��', N _ I ILOFT a, 14'-7" X 9'-1 " L j 8'-0" CLG AHU BEDROOM #2 A/C RETURN 10'-11" X 10'-0" LO N I UNDER DOOR , , 8'-0" CLG U)Q N ❑ 4 M - - -2" 2-1111�3'4"- 2'-10 1/2" 1, 2'-10 3/8" A W/S AT Z' AFF 6" 4 " 1 -3 1/2" = r 22"x36" J DN - co 42" H. 16- -- -- - 8" UTILITY D 1 2668 ATTIC I aoo o 15 - - - FRAME N LOW 6" WALL ACCESS L — _ — J TP WALL - WALL WALL 14 - - - - BATH #2 13 -- - - 42" H. 8 A7 FLR - SLOPED W DRYER LINE A7 1 - - - 1,711— -- - - N _ LOW WALL Q VENT 2668 TB 10 - HANSEN _ _ - - - BOX 2668 R & S N - N -- - R & S — — — (2) 2068 BF 7- - — — — — 1668 - OPEN TO 6_ _ _ _ CV 00 BELOW (4) 12" N 5 36„ H D P SH 4 CONT - - --- 3 o RAILING 1 2 00 _ I BEDROOM #4 BEDROOM #3 9'-10" X 9'-11" 10'-0" X 11'-1" 8'-0" CLG 8'-0" CLG SH1/2 3 = uO HID AT 7'- " ~ v 8" f - FRAME WALL 4" SH 25 FRAME HD AT 7'-2" WALL EGRESS 1 3'-3" 5'-5" 4'-1" 10'4" 8'-8" 21'-4" i 30'-0" 2 SECOND FLOOR PLAN - ELEVATION Al 1 /4" = 1'-011 SH 25 HD AT 7'-2" EGRESS 6'-11 " 4" No N~U) Fw Uo(D =w N N 0 0 N S6 IV 0 N GENERAL NOTES: = w ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. Z ❑ W wQ❑_ VERIFY ALL WINDOW AND DOOR ROUGH OPENING w J cn W SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. j 2 w0 w 0 U INSTALL RND DRYWALL BEACS AT HORIZ & VERT w z m CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS Q w d 00 NOTED. = O 0 N USE SQUARE CORNER BEAD AT DRYWALL NICHES & _ z REC CLG DETAILS; REC CLG SURFACES SHALL HAVE ❑ SMOOTH FINISH. LL Z w Ofo= LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND w ❑ ; THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER } Q w CODE. W z 0 ALL ANGLED WALLS TO BE 45' UNLESS NOTED = o OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP, R 4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. Of w I F- U_ Q (n N � o , Z ❑ O Ow �Q w� N LO „ i•FvF'.. ` F L 0 �M I �'t.,f•q f. c° �4 ~Of h e � w - ❑ ,.9 .sue F" ~ 4) N u7 „ E /V► W L •= .D C! O � Cy) N ; MIME !!a 'i W 2 O E: o o N Q s U a� tn/`! w Q o. '0 V V -- r7-7-7777777777BEARING WALL 2X16"O.C. W wWQ w�_j W20zo z V1U1/2"GYP. LU W �°2_j¢°¢�<� moo p=FILLED CELL W/(1) #5 VERTICAL O O �Lu cuaWzIoWz�TQO n-'. ®= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB O z LL Qow°g_��Zg_w232v�Q H Y Z Q p = FILLED CELL W/(2) #5 VERTICAL o ¢ ° a ° ¢ LL p = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA O O STAIR N MARK RISERS TREADS LANDINGS TOTAL RISE O W 7AF 16 AT 7 9/16" 14 AT 10" 1 10'-0" ; U ~O c0 O SQUARE FOOTAGE: UNIT'1871' Q f j chi r- Lq FIRST FLOOR LIVING = 780 SQ. FT. U r' U) ti SECOND FLOOR LIVING = 1090 SQ. FT. TOTAL LIVING SQ FT = 1870 SQ. FT. w a M DO ENTRY = 38 SQ. FT. Q V Q GARAGE = 443 SQ. FT. z TOTAL SQ FT = 2351 SQ. FT. z 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 5th edition (2014), Residential Table R301.2 (4) (Wind Speed Conversions) and A 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIaR END 10 29.7 -32.1 29.7 -39.6 20 1 28.3 -30.8 28.3 -37.0 50 26.5 -29.1 26.5 -33.4 100 25.2 -27.7 25.2 -30.8 GARAGE DR 25.E -29.3 25.9 -29.3 N CD o 0 " CV O 0 o �J •L NL \W �/ z z z0 L1.1U LU ~ r_-0 z C) F_0�a 1'1 Z Of W w l=- Q w I- � Q ~M0Z Lij r=^, H = Z O v z 3:J 2 Z it�zZ W O J 2 W CDQz Q rl Z ~ p ct 4,'e Z U U O0 a m Q zA2 W W N 0 LAST PLOT DATE Oct. 10, 17 Z.0 O 1ST & 2ND FLOOR ® _J I PLAN Al T I —1 !�,1411 1 11 11 f 1 - - A If STAIR SECTION 1 /211 = 1'-011 SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS I TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 10" r1" NOSING RISERS CUT FROM 1x MATERIAL TREADS CUT FROM �2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /4" = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) 1'.. USP MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. � - 1 SEE PLAN TNVALL r w O z cwn NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. � J Q = W F � W � W Q o Q p 71 w0-w = o w W I- Zo w O OW o W �p s fia".�. ep y }Z~ L L 0 �U'-s � }!2 w - O w NLL T 1L 9W ^t O W f 1 Z ILIi i Qw:�5 WZ f1T �1rv.yM ` /V V lL 1 .. /� y ,... .. ..s LL, !— z n' I_ Lo Al > 0 M O i VJ ' MN = O� P �V+ 0 r W Er M •— O O LL s u Q 6r �(n V w Q: L 0o EM a 0 LAJWW W ui w wW_�O z�¢ � 2 WO2JQQQO��UO�JO F-00)OZQwoomZZF- OwQZ oH O?xJZLL�O5Q �QZ V OZ O�QwZwOwQpa�zO�uoaU) U)wdwtnwww�wwQ = J LL Qpw ow wU Q Z9Qa QLLO N Z w O I— Ewa® M C:) te) � 2 � ti <wQLo IZ cM Q Q 00 Z U 1— Lu w JO 0 J N `D 0 04 C r� N O N L L � r QD r ' ry z Z -zO wU~> - Z F-O�a .� ZW~a 1'� W H Q ~m0Z ui =I- =Z W LLcr- (DO� w z -� 2 z w �zzw r U a 2 w O Q 1�"� L Z Z ZQ ~ O ry U U QZ a O� z Q z Z W J w N o LAST PLOT DATE o Oct. 10, 17 ® J DETAILS ' T LS AL 0 v 2'-0 3/4" GV -V FRAMED BY BUILDER W 0 LO L- W 0 C14 o iv � , FT5 FT4 IF I1 BEARING HEADER FT1 ILL -- - - CV C3 N L A , O BELOW 11 I1 it Ij I C-- - FT6AA II 11 II I I BEARING WALL FT3A ISZI L� _ - - I I I I I I II I I� 1 L II I� II I II I �I BEARING WALL ® pFT7 - r` 5z� ------7E 10 Ill III - o M LL 71 W M1 LL FT2GE SECOND FLOOR - FLOOR FRAMING PLAN 1/4 11 /411 = 1'-011 IT Cl) J M 0 N CJ1 SECOND FLOOR ROOF FRAMING PLAN 1 /411 = 1 1-011 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGNS ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUT TO BE DEVELOPED BY TRUSS MANUFACTURER. IF FINAL TRUSS LAYOUT DRAWINGS DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, SAID TRUSS MANUFACTURER'S DRAWINGS SHALL BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND 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 MODIFICATIONS 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 "USP STRUCTURAL CONNECTORS". 2. USE RT15'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ CS16'S. 4. USE TA16 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 6. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. 7. USE (2)HTA20 FOR GIRDER TO MASONRY CONNECTIONS. 8. USE (1)HTW20 FOR GIRDER TO FRAME CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. PLUM 10 REFER TO El PACK FOR CONNECTION. I 0 I I 10 12 1'-0_a 16 2'-0" TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING REFER TO e�y. PACK FOR CONNECTION. o CJ3 I Ln CJ 1 U �U II 1 - 016 -- 2'-0" TYPICAL 5' SETBACK CORNERSET LABELING AND SPACING H A,NI GER CHART A L - HUS 26 C USP) Y,iL = JUS24 C USP) �= I HD46 (USP) Total Truss Quantity = 98. Labeled End Mark ATTENTIDN9 DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' to 60' Bar Span 30' Span or I ss Spreade L 60 degrees or less 1 1/2 1 1 213 to 112 Tag line r span approx. Ta line 1 span approx. REFER TO BCSI -1131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. All hangers to be Simpson HUS26 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI-131 recommendation 4) 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-81 for any additional bracing details. ROOF LOADING SCHEDUL TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD/TYPE 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2014 TPI 2007 Truss member design & connector plates are designed for ASCE 7-10 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 SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF UPLIFT BLOCK WALL KEY �8-8 18'-0 3 +4 ++++++ CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-6806 FAX1 (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT:VARIOUS MODEL :1873 AMERICAN DREAM/� CCA PROJ/MODEL/ALT .7A2 1871A ALT DESC OTC LOT BLOCK DESIGNER PAGE . JMD DATE 00 20 2015 LAN# SCALE N319835R 1 4" ??? 11/18/02 9:52 AM CCA48.dwg H W ~ W e-- U Z W Q 0 W_ o 0 C W W G L2 f t O O Inzo W �-L- W — Q j" uu 01� o 00 Q i- b d _~ZO v 'Q % Z ~ r 0P7 ow 77, ,. WoLO'A Z T=N. W Nm 2 = w ~ _ r.r z _ i� 0�? W U 0 Mom^ a or) 64 � O M ° "C 0 a .� w a� N ^, N C W L co Ec E- a W W W LL (/j W 0 H W I— Q X 2 J WW' ¢ e z w Z �O2_j<0 WQLLU00,_JO Q C) Q 1— ? O R J Z w LL 0 Z 0W2§6Z0W00a0ZZ 2 0 0 Q Q 0 0 Z ��a jznW W�FnWW<, QQWO���Z�WQ2cv.UOQ _ ow s oQ<cr ILa 0 ,—OIL O N z W O 1- >_(d)00 F- M C)Q CM P­ W a- co Q Q 00 Z U P- W J O O N 0 N N 4 O O c C3 ' CD O N > N > 1 Z Z _Z W UJ LU W U U ~ o r�_0 L0 OftWa zWF_L2 -� �MoZ I- = Z �®3W Z zLL OQ�z � W � U a w Q rl `nQz Z ~ U 1..1� � Z � 00 0 zA40AZ Q w W N N ® LAST PLOT DATE O Oct. 10, 17 z O 2ND FLOOR ROOF FRAMING PLAN n�mxa�nnn�>a� em PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. USP RT15 STAGGERED ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV AT 8'-0" _ a 12 - - - - T.O.M. —� 5 METAL DRIP EDGE USP A3 4.1 2X4 FASCIA --- ALUMINIUM 2'-0" u WRAP USP A3 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ IILL— MIN 2-1/2" EMBEDMENT 6" O.C. r BTM AT T-6" 12 SOFFIT F IT DETAIL 3/4 - 1 -0 N PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED 8" L V-0" L 1'-0" L 1'-0" L 1'-0" 13 LEDGER DETAIL 19'-0" 7'-4" T-8" _0„ o — — — — — — — — — — N — — — — — — \ SLOPE 5:12 wT 0 N J 77 U)Lo 7'-0" RIDGE VENT SLOPE SLOPE 5:12 5:12 —� w a ON CTIZ SLOPE I SLOPE �-5:12 5:12 0 SLOPE 5:12 L — 6" D1ROOF PLAN Al 1 /8 - 1 -011 0 ELEV AT 18'-0" T.O.P. FLASI ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. 11 A5.A ELEV AT 0'1 1ST FLOOR FF FRONT ELEVATION Al 1 /411 = 1'-0'1 12 5 (- ELEV AT 18'-0" 41 T.O.P. DECORATIVE CEMENTITIOUS ELEV AT 10'-0" FINISH ti -r 2ND FLOOR FF 12 o w CONTROL _ 5' JOINT ELEV AT 8'-8" T.O.M. A/C UNIT AND PAD - Zo 17MELEV AT 0'-0" 1 ST FLOOR FF GRADE LINE REAR ELEVATION Al 1 /811 = 1'-011 12 ,15 ......... .......... .......... . . . . . . . . . . . . . . . . . . . . . . .......... .......... . . . . . . . . . . . . . . . . . . . . . . . ELEV AT 18'-0" _ T.O.P. A. 12'-0" 18'-0" 11, 12'-0"1'-0" ELEV AT 10'-0" N z ~ _ 2ND FLOOR FF r - CD2'-0" CONTROL o w CONTROL JOINT _ _ `" JOINT _ ELEV AT 8'-8" - - - -- -- - _ 12 T.O.M. 5 DECORATIVE 2'-0" A/C UNIT CEMENTITIOUS AND PAD FINISH � Iz ELEV AT 0'1 1ST FLOOR FF GRADE LINE 4 RIGHT ELEVATION Al 1 /819= 11-011 ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. A/C UNIT 2'-0"" AND PAD ELEV AT 0'1 - 1 ST FLOOR FF LEFT ELEVATION Al 1 /811 = 1'-011 GRADE LINE ORED N THK NTITIOUS 1 "THK NTITIOUS "THK _NTITIOUS ). SEE ,ILS A5/8 i� iD L� 12" SQ CMU COLUMN, SMOOTH STUCCO FINISH STUCCO BAND m 11 COLUMN DDETAIL 3/4 1 -0 GENERAL NOTES: * G.C. VERIFY ROOF RITCH 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" OVERHAND U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 5TH EDITION (2014) FBC SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1225 SQ FT VENTILATION REQUIRED = 1176 SQ IN VENTILATION PROVIDED AT RIDGE = 112 SQ IN VENTILATION PROVIDED AT SOFFIT = 1064 SQ IN 12 —ROOF FINISH PER ELEVATION 125 ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE r 2X4 SUB -FASCIA „ 110, ALUMINIUM WRAP ALUMINUM SOFFIT 6 SOFFIT DETAIL 3/411 = 1 1_011 --�----ROOF 12 -5 FINISH PER ELEVATION ROOF SHEATHING --MANUFACTURED " ROOFTRUSS i --METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT DETAIL p7SOFFIT /411 '442" DETAIL 08STUCCO 3/4" = 1 1 -019 1-1/2" THK STUCCO DETAIL 2913/4 11 lot 6" N I _ � E j 00i CEPS iv FOAM a10lBR ACKET DETAIL 1 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHINGS ARE INDICATED ON DRAWINGS. REFER TO 5TH EDITION (2014) FBC RESIDENTIAL, SECTION R703.8. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED 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 FLASHINGS 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 LEAKPROOF, 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. *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 NOTE APPLICATION OF PLASTER (DECORATIVE CEMENTITIOUS FINISH) MUST BE IN ACCORDANCE WITH ASTM C926 AND C1063. ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) • RIDGE VENTS -15 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/ UNIT FOR TILE Q =wp ~UZ w WQp wa I~L Co o U � w = F- o o _ 111 IrUU wzm �W LID 2 m � �W it OD m§ Co �v Q '� ¢z Q } z Aft � °x ILL � w- ito= c E` �W wph�.] 77, m Z wOr ,on^ w ¢ (n N LO E L .0O M o W Mc'j N V NCO d M (M c: u S LL o Q s Ups • N V LL1 Q� E L o w w oLL (6 WO~ W~ Q w J W Y Z X Z O Ix U) LL V O 0 J 0 Q U a J < O XQ Z X LL ��aj�w°w°w�a0� 0 Z� 0 H a Q O Z ¢►a-wOw W �w0 0Q o 0 oQZ¢�a a LL O O N z LLJ 0 I— (n O z O 0 M O Q M � LL w P- Q w Q In f-" CM O Q Q z 0i— w w� �O O J N 0 N N O 0 c o N/ r Z d- Z -ZO W U ~ N U��o �— 0 z 1= o a LOzwl=--Q qr�Q LLJZ I­moz I— = ZJ 0 �--� w 2 0 Z T� i- 0¢2z Va. 2 z � ILL z = Q w O Oo U � Of z 0 Z J w 04 N04 > 0 LAST PLOT Oct. 10, 17 DATE z 0 EXTERIOR ®� ELEVATIONS ROOF Al & PLAN ELECTRICAL DETAIL: v FIRST FLOOR ELECTRICAL PLAN 1 /411 = 1'-011 A/C DISCONNECT WP GFI ELEC METER LINE OF ROOF QCi nlAr SECOND FLOOR ELECTRICAL PLAN 1 /4„ = 1'-0" UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 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 2011 NFPA 70 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 2011 NEC. 7. IN ALL AREA SPECIFIED IN NEC 2011 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER N.E.C. 210.8 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPACL ES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED IN LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C. 210.12 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. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 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. 200A !NILDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io DOOR SWITCH 7�__ JAMB 0 4 1/2" DUPLEX _ OUTLET io TRIM ih BASE ° - TRIM q NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE ® TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE SW STRUCTURED WIRE OUTLET SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER — DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL }A CLG MNT LT FIXTURE B CLG MNT PREWIRE - FIXTURE BY OWNER -'1'- SURFACE MNT FIXTURE -(Tr)- WALL MNT FIXTURE NOTE: �, 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE ®l 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY RECESS CAN OR LED OWNER k) 50W PAR20 NFL 4" MINI ROUND RECESS @�` 50W FAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR SMOKE DETECTOR cU-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 24 `7 24" VANITY LIGHTING 36 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT ® EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER CHIMES (DELETE W/ INTERCOM) ® MASTER STATION ® ELEC PANEL P VACUM OUTLET AT 12" ACEILING RETURN AIR (W/ SIZE) ® A/C REGISTER TO THERMOSTAT ® SECURITY PAD ETt ELEC METER E >bM o co omm�-a C: W e O O U- o u o R Q VJ �N U p- a � u LU Q� N H 3 ^, � 70a Ltl 0W (6 WQH W�Q w2� wgyzw Z W (D W Q Q V E02_jQO¢wQ�0O��O ��OJZLLLL•OZ��❑~¢Q E— C� 0 0U)w 0ZOwoomzz�L) _jo°a>zYQZz" 0Wa0 z Q�WO�I¢—� �w`320 < OLL Q 0 O 0 wLL N O O � NL I` > a� r 0 > T_ O 0U .0 m Z W 0-4 >o o Z J C E 01 e!J 0 N rn N 4 O N r— (Q V Q LU ce M� W T11 O O N O I— >_ (n O o cM O Q w (M � LL d' QL1JQ�? �wO..c'M Q V Q O Z > I— w _1 O O IT Z Z - ZO owa) UI~-� O Lj 0f W n- = Q w F_ m0z 1— = Z Z 3: J Z 2W a-w W Z Z z<0 LAST PLOT DATE Oct. 10, 17 1 ST & 2ND FLOOR ELECTRICAL PLAN A a z z w J 0 0 U 1 1/2" FILLER -�L 3'-6" 2'-6" 3'-6" 2" FILL V \\ \ r PANTRY HOOD 4" BACKSPLASH IF RANGE 2'-0" SKEWED 3'-6" 1 1/2" FILLER KITCHEN 1 /2" = 1 '-0" HOLLYWOD STRIP LIGHTS 00 30" HIGH MIRROR N 0 4" °O BACKSPLASH M iL 2'-6" 2'-6" 1" FILLER 1" FILLER 5 MASTER �AT�H, 1 /2 — 1 -0 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) — R-30 BLOWN INSULATION ELEV AT 18'-0" T.O.P. Y 2ND FLOOR FF \ ELEV AT 8'-8" T.O. M. MASTER SUITE LIVING ROOM fV M 12 5[ 2'-6" T-6" 2" FILLER 1 1/2" FILLER 3'-0" kk1'-9" 2" FILLER 1 1/2" FILLER O M 00 C0 60 bo N q O M SHWR HD VALVE � I I LINEN CLOSET I� I I I X-3" 4'-11 " 4 1/2" MASTER BATH 1 /2" = 1'-0" LOFT SEE SHEET ST FOR STAIR DETAILS KITCHEN PWDR BATH bo F77SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR UNIT'1871 - BUILDING SECTION 3/16" = 1'-0" PANTRY 4" BACKSPLASH REF SPACE VERIFY W/ MANUF �i1 I 3'-3" 1'-9" SKEWED 2" FILLER KITCHEN 1 /2" = 1'-0" °O HOLLYWOD STRIP LIGHTS SHWR HD - WALL —� 30" HIGH MIRROR N 0 4" VALVE- 0o BACKSPLASH v SPIGOT- 3'-0" 1'-6" 2'-6 1/2" 1 1/2" FILLER BATH #2 1 /2" = 1'-0" 0 i M O 00 0 0 2'-9 7/8" Z' u.- 2" END PANEL 3 KITCHEN�ISLAND 1 -0 0 m WIRE SHELFp,, I I I CO r 0 "HANSEN" BOX 220 VOLT I Di 14 1/2" X 16" DRYER VENT RECESS I I I I I I I I M I I I I I I I I I I I I 8 UTILITY C c 4 KITCHEN 1 /2 — 1 -0 2X4 WALL TOP AT 34 1/2" (0 > L Oo "' s o VJ } O �o N Q s () 1? �N V w �� N c c 0O W L C �? — a -0 W~Q W (D W ow � Wow �'�J ��¢�Z� Z �C=y) 10 ��uu-UO��O < Q U Q ?QXJZ Lu_OZ2O O v3 H O O f1 0 0 tp � Z U O O Z Boa- jcoww��LLwQpw- QQWOg��Z�walz)20< OO D �a<jr u_a O �Qu- s� N Z W O� o (M O Q M a- w J z Q W Q Ln r2 M r < UQ00 Z E— Lu L.l.1 _j o 0 I O 0 " N ® c o 0 - LL Z Z —z o owv� f—O �a z-0wX< uJ ( 1'� � t- Q ~mOz LLJ(= I- = z �+ o!= Z J 2 z x�Zz 0 0 o a- w a Q r—I z z < Z O Z � pU o 00 z A7 Q w ui N o LAST PLOT DATE Oct. 10, 17 z O A - INTERIOR _I i ELEVATIONS STRUCTURAL NOTES NOTE: BORATE 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: FRC 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 CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 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, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR 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, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, 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. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. El 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ed. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2. 1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2. 2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3, ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 5th ed. (2014) AND FLORIDA BUILDING CODE 5th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 12.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (W/O STORAGE) : 10 PSF (NON -CONCURRENT) 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 5th ed. (2014), 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 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L1360 TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, f'y = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR C-I-P CONCRETE NOT EXPOSED: 1 z" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN, 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 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 C90-0601, TYPE 11 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 = 1,500 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, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSi 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICA T IONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 718" 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 R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". ' 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'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 Fe = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL Fv= 285PSI 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 A36136M 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 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ed. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BYASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent siggn which identifies the termite treatment provider and need for re -inspection a Vtreatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering andfinalearth 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. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfiil is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC 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. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FRC R318.1.5 - G n rete over our and mortar along the foundation perimeter must be removed �ecfore exter Or sotreatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'4' of the structure sidewalls. 11. FRC 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. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC 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. FRC 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" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-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 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD 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 DISTANCEFROM EDGE SHALL BE 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. rn Q W 0ZW WQQ W U O Wn w = � o >�of wo Zo Ow 0 W z w " LO 0 m d �N1 c,. a Co LLO 0 0 f- 2HZ fz } z o d, i IL tY LL0 W = @e iiSlx, W p WCo �Q Z 's f rnW W CD 0 -O ? U co Al t o W ? 0 U QoQ 0 `L- 0 m Q _ �N U w O� 5, � W cO E M U Zo- N LU W LLI rJw U Wo Lu o�_j it Z0� Z QZ)-_jU)p���LLV00 0 Q V Epp ZLLLLLL0rZ200E-Q~ OfW�.�pZQWO�pnzj U (� 0OZ (no pa>cnww�rnLLX¢p �a< W �zWzpwUna -j apw �t-H-gWC) pQ Q �aZ�Q LL O Q LL Z W 0 I- >(I)O ®� M E (� CO W ti W Q M � Q U � Z 1- W W _jo NT ® C)04 i 04 4 ® C N L. > (, LL Z Z CO WWF- W CO > :) Z I-- 0 (L z W ELH Q \QJ� _ �m0Z W LL oZ3: � T� !� Z W CLZZ O 2 W 0d}W Z Q Z Z �QO Z U � OU o f- m Z SNO Q z Z J W(N It o a LAST PLOT DATE Oct. 10, 17 ® STRUCTURAL DETAILS 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 (GARAGE / LIVING) R-11/R-13 KRAFT FACED 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) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'4- (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. &-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 16-4" (1) USP HTW20 OR (3) 16d TOENAILS *TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING A/C UNIT RSHEET METAL REWS PER BRACKET (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD A/C UNIT HOLD DOWN SCALE: N.T.S. C� w J IM ROOF DIAPHRAGM NAILING SCHEDULE Rlr)C,F I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + p + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4+ + + + _0" (TYP.) 6'-0" + 6'-0" + + 9lF + + + + + + +++ + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + Zo + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 15132" 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 1+ + + 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 INCH NAIL LENGTH 2 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(oJoist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 wood panels nel 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 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° x Filler blocking 1/8" gap + 1 FILL CELL STD. 90° HOOK BOND BEAM USP _ _ ... .. CONT. #5 MUG STD. 90° HOOK11 BAR #5 CONT. FROM 5/8"o THRU BOLT FOUNDATION JL TO HIGHEST BOND BEAM 1:14111L lie:ma 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 SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8"min. ) Small gap 2" min. 2" max. � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: 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 f" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Under odfloor o N.T.S. -Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional 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 I (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q'�' Provide adequate bearing for each lapped joist. nails SECTION @ INT. BRG. WALL hlr01 NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer_ Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 10&3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — A 12" ROUND HOLE MAY ' DO NOT CUT HOLES 6� BE CUT ANYWHERE IN 6' 6,r CANTILEVER LARGER THAN 1%" THE WEB, PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" N 3�f j 's ��' d ) ).. -Aim r ' �`'�''' :" , r � � � ,.�' ! .� _'�-' � ��= �• S 4i'— 1 1, +s 1 ,fit° —3' q�, '—'I N �", .�'—. e. .. .,.. Any -, `ISpall c t '3' �` 4`T' -- - -1 2 p �.,. r-Z 1 2 3-10" r,a eye 2 w Z-- -.A a-7' ' S'_t0 - T 21 DF� , _ I03- . _.. .. 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. 112" 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 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY 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. Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top/deoesn'tmeet quired if hanger flange is laterally supported by joist hanger. eight requirements 7. 6 X Joist p depth Z. I -JOISTS BUCKETS N.T.S. U: ML R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION TYPICAL HTA 20-18 / HTA 20 INSTALLATION I�ii-�Iuc�ionouAno�il�.-'�■ � . SLEEVE THRU STEM— / a e SEE PLAN FOR °• a . • • FOUNDATION INFO a. a q " STEM FOUNDATION GRADE d ° a a REINF. SEE PLAN MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS I WI~�' ' ' 6 d (2) #5 REBAR A/C CHASE 4„ PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 0 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION a a .. a :III,=;1�1 III I�° a' 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE I F� I L__ Jl SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'4" PVC OR SCH40 SLEEVE CENETERED @ PIPE / PLUMBING LINE PENETRATIONIE . q d ..4 a d —--------------------- d SEE FND. PLN. SIZE & REINF. ol PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 11=1 11=1 I I; 1=1I1EE 11=i11= \ a ° / —III—II• tea—-------J . a .. SEE FND. PLN. SIZE & REINF. rn 4 = w i:z Iw— ~UZ WQp_ u_ ti w a = o UJ j2af zo o 0 >Zm ¢ w 04uwi F C) 00 LO — 0 a HHvF ¢�z .i14 �, ¢ = 0 w h O W. co 5 "V \ "?0 1 v7 ~ i M w _off = ;. Z E r1, > O o M "o u n M n 0 N U ) M � O 2 o C s O EE o 9 Q .N w O L co EM a� W a ILL! 0 W w WWQ WSJ Wes, zw z Of Jo Q Q V ¢OX J0)0�OcoLLoo� Z�°�Ou-O�OOm0z �uJ6- O O �Oz nwLuWFnIx QoW°W�Fn?=ui6 W <- J 2z OCQ OQ 0 Y z ¢ aQ O �u_ O N Z UJ 0 �- > Cn O ® co0 O z Q M LO LL Q W LO 0� M a>_Q°° z I— I.I.! J O CU INf 0 0 N `— N O QO 1 CD N > O > 1 Z Z LD W WO !A �- Z3 Z I--O>d Lo z W H ¢ MOZ UJ = LL �Z3: � - W_ D_zz 2 Z 00 O��W >_ CD Q T--I 0 Ln Z z Q 0 Z ~ U CU a o� ¢ Z z Z J v W N LAST PLOT DATE >Q Oct. 10, 17 Z-6-0 O STRUCTURAL — J i DETAILS 12 (Typ') VARIES (1) LAYER TYPE 11(#30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR GRATER & (2) LAYERS TYPE 1(415) OR TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH BETWEEN 2:12 & 4:12. PER FBC R905.2.7. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES 5/8" OR 1/2" HIGH STRENGTH CEILING' BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA j W/A HABITABLE ROOM 12" .N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON SN1 FILLED SOLID W/GROUT 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD19L (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 w a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE .E r °° � r, � =III=III=1 I � , 6 MIL VAPOR r BARRIER I , D a 1 1 IIII N COMP. SOIL. (COMPACTED TO 959/6 MODIFIED PROCTOR III III I I I=1 I I=1 I I I I ASTM D1557) 3" (2) #5 REBAR CONT. MIN. CLR. ON 3" CHAIRS TYP. 4" 1'41 STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" 83 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS \ BLOCK WALL BEYOND 14" O.H.D. RECESS � z M� SEE A/S3 0R J/S6 --'- -I I I I I I I I I I i 111 I l i 11111= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR M1 GARAGE DOOR SLAB RECESS (J., SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE ---\ (2) #5 CONT. ON 3" CHAIRS (TYP.) I —III —III —I � p ° -III—III—III I III�ILo- (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 1/4" DIA. X 31/4" TAPCONS @ 24" 0!C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 N WWF OR FIBERMESH -1 I 1=1 I 1=1 11- IIpa ;- TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEE SLAB & BLOCK CY' ELEV. 0'-0" e a 4 A.F.F. (R .e . C7 721. ,. z e... a A o a 4 a ELEV. -0'-3 1/2" Ao e.a a a . .e ._ 4 2x4 CONT .,: ....a _ .FILL e a - d Ia. .. 4. e. Q ed e N I` GARAGE DEPTH VARIES `' e a .. , a. d G GARAGE SLAB AT STEP rB l SCALE: 3/4"= V-0" 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR 5/" GYP. TYPE' @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2" x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.G. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 31/2" MIN. T. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP H W20 WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON SN1 USP SPT22 CONNECTOR 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2"(min.)- 4" (2) #5 CONT. 4'11 V-4" U.N.O. MIN. TYPICAL BEARING BEARING WALL�STEP�SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" ✓OW 11� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ALL LATH AND LATH ATTACHMENTS TO p s Sl'61RE NAILED W/ 8d COMMON NAILS @ 4" O/C BE OUT OF CORROSION -RESISTANT 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE WIA HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 5/I 2" (A 0. @ 00 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. MATERIALS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. GoN�o S 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C THIRD POINTS 1"x P.T. STUD INSULATION PER CHART ON SN1 #5 VERT. IN FILLED CELL 718" STUCCO FINISH PER ASTM C. 926 APPLY 3 C`4 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO TOOTER BELOW 90 HOOK DETAIL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH BAR `" 2x P.T. PLATE WEEP SCREED INSTALLED ASSUMED FINISHED � PER MANUF. 13 OR #4 REINFORCING BAR GRADE N ° ° ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi z ° D M ° FINISH GRADE 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] ° p _°° .� °. °O 6 MIL VAPOR BARRIER -1111 I I111 0°° I I —I I I —I I i—I I I—_ °° ° I=1 I=1 I=1 I=1 I=1 I=i ' I I 1 1 I I °' III—III—i I i—III— N z #5 REINFORCING BAR R 1 7/8 III—III—III=III—III—III- z III o I I=I I I=111„1 I l� d I 1 r #5 LAP SPLICE D° I —III —III —III —III —III —I I I I I III —I i I I 9 III —III —III —III —III —III N III o°°. I I —I i I —I I I- (=III=1 COMP. SOIL. (COMPACTED TO -I I ­111-111-111-1 _ 95% MODIFIED PROCTOR ASTM ' �- I VI I IEE II1=1 I 1=I I M I I=III- -III-1 I-111=11 I=11 I=11 I=III=III=III=III=III=III=111=III-1 I I D1557) 1 1 I I I —I I I-1 11=1 I I 111=� 11—' I I-III=III=III=1 11=1 I I-1 11=III=I I IEE I I=1I I=1 I I-1I I=1 I I—' 4" 1 �4° FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 SLAB INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT _ 13" O.H.D. RECESSIzr CV M ViaOP . 4 —I I I —III 1'11111111111 . I=4 I .- �IIIIIII � e. IIIIIII SEE A/S3 OR J/S6 I l �i i 11 l 1, 11) 11, i illl- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. �-s3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB Vol,-CONT. BEAD SEALANT a.`. " . INTERIOR 2X STUDS @ 24" O.C. U.N.O. a. � -31/2 �,. n GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT c TENSION 120#) CONCRETE SLAB 6x6W1.4xW1A N M WV`dF OR FIBERMESH ;) N� � I —III I 1=1 I 1=1 111 !' I III M 6 MIL VAPOR = I II I II I� i=III—_III= 11 BARRIER I —III —III_ 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] 1011 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE 31/2" nin.) 4" 00 REBAR DETAILS F SCALE: N.T.S. 6x6W1.4xW1.4 WWF OR FIBERMESH a . d a GRADE —_1=111=111=111=111=111=III _ 1'i iIEEiTIEF ) #5 REBAR w/OPT.1 1-'SCREEN ENCLOSURE1II=f—I =11=— II =f 1=I MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) r IWWF OR FIBERMESH J M E a � f a T1=III=III; '1 00 -1 = 11 III III III-1 I I III . r I'll a 11�I ---- 111— SEE A/S3/J/S6I811 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE o D W CIL I I=1 I I-1 I 6 p. I� I I —III —III I g=1 I I I I —I ui ' —III, ;IIII 11111 I I=1 1 L TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. FOR WALL 3 @ 3rd PTS (1) ROW 2x BLOCKING.@ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 112" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5!8"- EXPANSION BOLT @24 1'O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r I M D II —III III—II1- o III III—III=III=' r- (2) #5 CONT. I I I=I I I=I i l., ,, I FE.1 I 1=1 11 ON W CHAIRS (TYP.) 8'1 V 411 811 TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS >_ TO FOUNDATION PAD _E CONT. FOOTING STEEL MAT REINFORCING. 00 GRADE _ a __ ° M = .Q --Q� W z lz- w I —III —I III —III —III —III w w (0 111 O= I I II I (IIII' .. LL U — d. d d — — —1117 M ^� < ' I I —I - III —I—III—iIIIII-IIII—III—III=I III ,II ...III-III=— OOTING ='— BEYOND 11--- 3" MIN. CLEARANCEPAD REINFORCEMENT ;SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL K­N� SCALE: N.T.S. S3 < =w� w 17- O Z w w<p < o Waco w = � o > 2 zp O� Of S V wzm o > -• Z m r cw FH AV Q _ �00 w ,. z >.z Z) 'k T Lu O w uJO� U Z } < w,4 2 7, %" ��// N- 2 ma's^ S A• > O SIN` LO � o W L 'o u co CN a N U 0w A M A, 0 i W � 2 o O u- o X Q U p O "U) U w Q� Q) F- "I L. Q a 00 a � HLL Q WJ Qz,XZ wof- iz WW Z o0o U o oQ �o"o <mo-, omz�¢ z � -W WIQ -jw�zwowcoO <QoQ <Q Jn>OO z a< LL <OW o Z) Zu-p aQ<u- on u- O Z W 0 I— 4 >_ (n O F CM O z Q � M U? LL 'It Q W Q ILo M T- 00 Q Z V z w w J O CO N O 0 N 6 CV 4 o O N N > (D r > ' Z z L)Wwu� LL.I U I - CD Cro �� 7 Z I—O�� Lo .� ZW~a H HW ~m0Z uj (3:�-=z O v Z 3 J rI %ZW OQ2z r w 00 ULOzz a w Q rl Z z �QO U ®U � MO W � < Z Z z W N O LAST PLOT DATE Oct. 10, 17 Z O STRUCTURAL — J i DETAILS —MONO - � � —rr�� i-iiT.w- ruu.cu J ���AY1 uu>:r,i.ioiu,-eu r..nui.iiaia ri.ram..�ni.,ar•.,,�u" n. I I (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND i FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER i SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED ^�' DOUBLE 2x TOP V EVENLY 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 \2(TYp) SEE ELEV. I USP SPT24 @ EA. STUD II CRICKET AS REQUIRED II I I SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE • 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAIL BLOCKING (TYP.) SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL -ROOF TRUSS CONNECTOR (SEE SCHEDULE) IRE BARRIER SCALE: N.T.S. ---VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J V d 'd 8„ STD. 90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 11 ET NOTES: 1❑ 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. 23 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY .. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. d POURED CONCRETE BASE FOR OTTOM OF MOUNTING B/ BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL C EXTERIOF WALL 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ❑ ❑ SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ DOOR OPENING ❑ ❑ FilIF Im 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE 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 VERTICAL JAM 30LID AREAS ARE STEEL AND GROUT ULL 8x8x16 BLOCK DOOR OPENING 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) [TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL 4 d _ a ° DOORSTOP W a a. d c� MOLDING z d 2x TOP PLATE r � U) GARAGE \-2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" ' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE REINF. INFO. W/MOUNTING ANGLE a d NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL T), TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 Sic°Np0� �qN 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B USP SPT4 w/ (6) 10d x 1 %" @ 24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x 2 CRIPPLE STUD TYPICAL (U.N.O.) 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 V-4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) (4) (2) USP 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 S4 BOX HEADER ONLY (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE -2x STUDS TYP. -USP HTT16 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT P.T. BOT. PLATE WALL HEADER DETAIL rQ SCALE: N.T.S. Sl� -USP SPT4 SPT24 2X STUDS @ 24" O.C. A A /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P USP SPT4 0 G (P.T. ATE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. /-CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" `BLOCKING O/C FIELD n - 2X4 PT STUDS @ 16" O.C. \ (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA, STUD j • MAIN SPAN MOISTURE BARRIER ROOF TRUSS ALL LATH AND LATH ATTACHMENTS TO UPLIFT CONNECTOR BE OUT OF CORRC)SION-RESISTANT 8':X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) MATERIALS AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL ( E - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 > NAILS TOTAL) EA. SIDE OF • s�B,�PLICE STAGGERED G . ' 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TOY6PPLATE 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 USP l ` I uor or i 4 SPT24 Jr' Jr 1 4 SP SPT22 USP SPT4 101 ST ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS /- RECf.SS LINTEL I I NAILED INTO TRANSOM FRAMING SP SPT4 Zo MI d 2X8iP.T. BOTTOM P TE USP uor or 1 4 SPT24 or or SF S F TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING USP SPT22 SP SPT4 a 4 d da G -. . FD 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) T4 SCALE: N.T.S. 2X TOP PLATE OVERLAPPING 1 NAILS @ 6" 4GGERED 30LTS @ 24" O.C. kX 2X P.T. PLATE C ROOF TRUSS ABOVE 2X BLOCKING O (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 4 A 1Od NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. PLYWOOD :LYWOOD FASTENED TO TRUSSES ° E SHEATHING KITH 8d COMMON WIRE NAILS @ 4" S4 D/C BOUNDARIES 6" O/C EDGES g K 8" O/C FIELD PLYWOOD SHEATHING MASONRY p WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. T4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 w ozww w¢o � ti 0 waa--Lu = Z!>�of w O� zo 0111 tYVC) ca W Z g n1 Il W p. O LO () N f 4lr = O H -CJ?- a z W emu-_ t ,tn - O W C) 0 Z LO 1 fn }Q m = Lu Lu > E i 0M O W �✓ ' Q ch N ? N V -0-0— - t M /. Lt M O W 2 o �o p •� O or Q -I a) •N w O R 00 E M a "0 Lu LU w O w~Q Z� ��(D <0<wLLC)00� X�LL�Zu.pOz)m0c oOanj C,oZoZLwQj 00 c� �0 ¢� _j0IL0 zU ¢WgA 0mwp LL OX o Z) 0 QZ�Q U-a 0 eau- 1 O Z W 0 F— (n O 1- M O Cn IL ti Q Lu u') M T_ a00 �U z ~ w Ill -i O N O N cfl O O N 0 O N 4 O O c O 1 Q 1 Z Z O W wIll U) U F- NU_jWLi r z 1-0 �a- zwHQ (� V H� qrmm Q �mOZ W Vt III otJ Z 2Zof �QZZ W O D ag Z Q Z Q p ■ ■ Z � U a ®� O W Q Z z z J w CN C) LAST PLOT DATE O ■ ■ Oct. 10, 17 O STRUCTURAL _ I I DETAILS USP HGAM10 W/ (4 1/4"xl-3/4" WEDGE BOLTS & (4) SDS 1/ x 1 1/2" SCREWS SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER 7 TOP CHORD @ 24" O.C. BLOCKING FOR FIRST FOUR ROWS OF 45' ± 24" MAX. TRUSSES @ "L" BRACE TO EXTEND EDGES OF 2x4 CRO BRACE AT LEAST 90% OF WEB SHEATHING APPROX. 8" FROM LENGTH (SEE TABLE) TYPICAL @ RIDGE FASTENED AT USP RT16 OR 1/2" CDX PLYWOOD OR 48" O.C. EACH JOINT W/ (3) 10d EQUAL @ EA. 7/16" OSB SHEATHING MAX. & (2)10d TOE NAILS @ OUTLOOKER ATTACHED W/ 10d EA. END @ 48" O.C. NAILS @ 6" O.C. EDGES GABLE AND 12" O.C. FIELD TRUSS TRUSS VERT. WEB 15# FELT SPACED @ 48" O/C MAX. PAPER BACK METAL 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST LATH (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 2x6 p PARGE COAT OF CORD ATTACHED W/ (2) 16-d TOENAILS SILL CEMENTITIOUS FINISH TO BE 7/8" THICK FINISH IN THREE COATS. TYP.. 2x4 "T" ON TOP OF PANEL BLOCKING, U.N.O. AT EXT. FRAME FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. WALLS. SEE ELEVATION SHEETS FOR TEXTURES 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG 10dX3" @ 3" O/C DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR THROUGH CHORD FIRST 8'0" FROM END WALL @ 4" O/C TYPICAL INTO 2"x6" P.T. PLATE 1A 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM WEEP SCREED PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER INSTALLED PER MANUF. NOTE: IF EMBEDDED SECTION 1 MOISTURE BARRIER STRAP MISSED VERTICAL WEB; USE SCALE: N.T.S. S5 USP HTA20 @ EA. TRUSS MSTAM36 ON OUTSIDE VERT. WEB (24" 0/C MAX.) REFER TO SECTION SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL EA. OUTLOOKER TOP CORD BLOCKING 45°+ FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYP. 2X4 KICKER @ 8'-0" O/C. I 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ EA. END GYPSUM WALL BOARD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT SCISSOR TRUSS) 2"x6" P.T. SILL 5/8" x 10" "J" BOLT @ 48" O.C. USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TAPCONS. SECTION ECTI0N 2 SCALE: N.T.S. Srj 1A ON SHEET S5.1 r FOR X-BRACING, AND TOP CHORD00 `V BLOCKING INFORMATION 1 1 WOOD TRUSSES - 1/ co co 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF t2' 1 1 2 BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW " (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 2x4 2x4 L 2 KIN (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 112") OR EQUAL O/CTOENAILS @ EA. END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 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 NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION, SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT IINIMUM 2x :ROSS BRACING 5EE PLAN FOR OCATIONS) 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT .......... ,,,...., .. �... �.,......., . ,..,., 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 1111R J 1�1 �llll_ GABLE END BRACING DETAIL RU ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL - NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 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) 16-d TOENAILS SEE STRUCTURAL - NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C. 2X4 CONT"L" BRACE FASTENED W/ (2) 10d 3"@ 24" O/C. CMID HEIGHT 2x8 SYP#2 "L" BRACE TO EXTEND @ LEAST 90% OF WEB LENGTH & NOTCH @ BOTTOM CHORD (SEE TABLE) USP RT3A WITH 8-8d FROM LEDGER TP BLOCKING 15# FELT PAPER BACK METAL LATH PARGE COAT OF CEMENTITIOUS z . FINISH TO BE 7/8" THICK FINISH IN THREE COATS. TYP. U.N.O. AT EXT. FRAME WALLS. SEE ELEVATION SHEETS FOR TEXTURES GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD NOTCH "L" BRACE HERE WEEP SCREED INSTALLED PER MANUF. MOISTURE BARRIER TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYPICAL BACKNAIL W/ (2) 16d NAILS ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT 2x4 OUTLOOKER @ 24" MATERIALS TOP CORD 24" MAX. O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) 2x4 OUTLOOKER BACKNAIL WI (2) FIRST FOUR ROWS SEE STRUCTURAL 16d NAILS @ 24" O/C OF TRUSSES @ USP RT16 OR EQUAL @ NOTES AND NAILING EA. OUTLOOKER SCHEDULE FOR DOUBLE TOP PLATE SHEATHING DETAIL 2x4 CROSS BRACE APPROX. 2"a4" CROSS BRACE 8" FROM RIDGE FASTENED AT APPROX. 8" FROM USP SPT4 EACH JOINT W/ (2)10d & (2) RIDGE FASTENED AT @ EA. 10d TOE NAILS @ EA. END EACH JOINT W/ (2) A STUD 2X6 FRAMED WALL - SEE 10d & (2) 10d TOE WALL SECTION FOR SPACING NAILS @ EA. END 1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED 2x4 PANEL BLOCKING 10d NAILS @ 6" O.C. EDGES @ 48" O/C FOR THE AND 12" O.C. FIELD FIRST (4) ROWS OF 15# FELT TRUSSES FROM EA. —1f PAPER BACK METAL LATH END TYP. TOP & PARGE COAT OF CEMENTITIOUSBOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" FINISH TO BE 7/8" THK FIN IN W/ (2) 16-d TOENAILS O.C. FOR THE FIRST (4) ROWS THREE COATS. TYP. U.N.O. AT OF TRUSSES FROM EA. END EXT. FRAME WALLS. SEE ELEV. TYP. TOP & BOTTOM ATTACHED SHEETS FOR TEXTURES W/ (2) 16-d TOENAILS (2) 16d NAILS 2x4 LEDGER (MATCH BOTTOM 2x4 BLOCKING CHORD SLOPE OF ADJACENT 2x4 "T" ON TOP OF PANEL TRUSS) BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION 3 SCALE: N.T.S. S5 BACKNAIL W/ (2) 2x4 OUTLOOKER f- 16d NAILS @ 24 O/C TOPCORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED 8d @ 6"O/C WOOD TRUSSES (2) 16d NAILS W/ jOd NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"xl-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION g SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 2x4 BLOCKING W( :.. (2)12d TOENAILS EDGES OF SHEATHING TYP. USP RT16 OR EQUAL @ EA. "L" BRACE TO OUTLOOKER 24" MAX. EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) ZG-AA TRUSS X 1/2" CDPLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ • 6" O.C. EDGES AND 12" O.0 (2)16d FIELD NAILS 15# FELT PAPER BACK METAL LATH PARGE COAT OF CEMENTITIOUS FINISH TO _ BE 7/8"THK FIN IN THREE USP HGA10 @ 36" O.C. COATS. TYP. U.N.O. AT DBL. TOP PLATE EXT. FRAME WALLS. SEE ELEVATION SHEETS FOR USP SPT24 @EACH STUD TEXTURES STUD WALL (SEE TYP. SEC.) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION 4 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2) 10d TOE NAILS @ EACH END @ 24" O/C (TYP) `BRACING W/(3) 10d x 3" @ ® i EACH CONN. @ 24" O/C i \-MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6-13" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN a z w a 2x4 BLOCKING v 2x4'7" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. \' 5� 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 - 'CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ---- ui o 0 w o w d m o o 0 w o o r X � a o r 2 w NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER SCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ 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 STPUCTURAL 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 =wi w ❑ Z w W Q ❑ W o wa W W F- I- o 5; w O zp Ow r o �UU W Z 00Lo N U- = In O 00 Lo w 'k z w >z ..E U-❑ W _L_ O UQ� V y 0 w�I=-� w�m �W w ❑ a 1-8 E / I 1 � ; O , V! Q -4-0) 5 /n N V O°° U e. M 'L L 2 Z) 0 2 p ED- O U: o R i Ups O Q �t/! w Qv n` v N c co �M W L a 'a W ui WO~ wF-Q wm_i W§Yzofz V O0-�O LL Q Q U I- 1z Qom- J�O�wwu_ =coo zLLU_oz2�oM acnwg0 Ow-OOm O O 00 Z cn ��az W W �t!}rm¢ �QQOWQ�zWZoWUoa L ¢ow �H� gYz2Q ow o 0¢¢u- Q Q 0 O O Z W 0 �- >_ (n O 0 F- CM O Q % M Lo I-- 0� CL M <U<00 Z �- w W J O O ® 0 N rn CV �- o O O 1 O N2 > (D r > Z Z ZO � WUI~-> owco N OnRo Z 1=0-CL . � zw it LLI F-Q (D Of Q ~m0Z (Do Z ?: J >- mZw U_ Z Z r� � M WTI O a � W Q Z Z EQO ry Z Z U OU O a Q Z S5 z z Ill _j a C!I LAST PLOT DATL >Q' . . Oct. 10, 17 -ice+ O STRUCTURAL DETAILS ti 12 I INSULATION — BAFFLE INSTALLATION PER CHART ON SHEET S3 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR GRATER & (2) LAYERS TYPE 1(#15) OR TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH BETWEEN 2:12 & 4:12. PER FBC R905.2.7. PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. 15 LB ROOFING (SHINGLES) -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER J w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL M NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS w o = W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d D w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U- INSULATION PER CHART ON SN1 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C W TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S . B R < FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEMETAL SEAT ER PLAN - 0 - OR FELT PAPER FOR \\ - MOISTURE ae. BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8' DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB —� INSULATION PER CHART ON SN1 NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY ..d. N 'n �—ILI =ILI—ILI—I I I I —III —III 111 III 6x6 W l AxW 1.4 I II I —I I Ed I MI I —I I I I b 1=1 I I —III —III I I WWF OR FIBERMESH -III—III—III III n a. STD. 90 HOOK (SEE DETAIL) 8"&'X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M L v 4"x4" INSPECTION PORT AT 0= a EACH FILL CELL TYPICAL W cn a a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE 00 1 I III I I I-� STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2—STORY WALL SECTION SCALE: 3/4"=V-0" USP LSTA24 STRAP W/ 8-10d x 1 1/2" NAILS TO STUD 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-10d x 1-1/2" NAILS TO STUD & 8-1Od x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL, I' BAND JOIST *USP MP4F @ 24" o.c. w/ 12-8d NAILS 1st FLOOR WALL USP LSTA24 STRAP w/ 8-1Od x 1 1/2" NAILS — TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST T-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING — FLOOR TRUSS SEE FRAMING PLAN 2"x4" CROSS BRACE @ 48" O/C FOR THE 1ST 2'-O" OF END WALL W/ (2)1Odx3" @ EA. END INTO ZVI' BLOCKING -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. SPACER BLOCKS E S6 CORNER TYPICAL "T"AND CORNER DETAILS KN'�'� SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN WEEP SCREED INSTALLED PER MANUF. USP HTA20 @ 24" O.C. W/ 10-1Od X 1 1/2" NAILS INTO BLOCKING TRUSS & MIN. 4" EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1` " 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE -ENGINES FLOOR TRUSIc FLOOR CONNECTION @ MASONRY 1ST FLR, SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (4) 1 /4" X 2 1/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. USP HTA20 @ EA. TRUSS W/ 10 - 10d x 1 1/2" NAILS INTO FLOOR TRUSS & MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" (3) 2X4 B.U.C. U.N.O. REFER TO B.U.C. DETAIL 8/S5 FOR NAILING INFO 8 -10d NAILS TO STUD PER STRAP SYSTEM MSTAM 36 MASONRY WALL SCALE: N.T.S. RIBBONS LL S6 DETAIL (FLOOR TRUSS) 0 SCALE: 1 1/2"=V-0" 56 NOTE: SEE SHEATHING SEE TYPICAL WALL SECTION SPECS ON FLOOR C/S3 FOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) 5/8"DIA. x 10" "J" BOLT W/ 8" ROWS OF 2x BLOCKING @ 3rd PITS EMBEDMENT @ 24" O.C. W/ FOR WALL HGT. > 8'-6" 2"DIA.X 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C. TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH O n V Ar I —III I III —III `� I=1 I I I 1I- -III„ Illiiilll�iillliiPIliiillli� 111 (3)#5CONT. ON3" 8" 1'-8" 8" CHAIR WI 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTIONrS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 2 - S.P.F. #2 CONST. GRADE TOP PLAT SPLICE MIN 48" APART ,I b IOPENING C E NAIL ING 1 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING ® NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL ©NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL &NAIL INT. AT 6" O.C. W/8d COMMON NAIL OE STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL NO SPLICE @ HEADER - NAIL SHEATHING TO it rvLL nr-iUn i omr-m i HING (FROM TOP A JOF OINT BLOCKINGG IS REQ'D. SAME NAILING HEADER W/8d COMMON NAIL@ 4" o/c TOP PLATE BOT. OF TRUSS) 2x4 P.T. BASE PLATE * 15/32" EXP 1 OR 7/16" STRUCTURAL 1 OSB MIN, PLYWOOD SHEATF JOINT PATTERNREQ'D IAInI i nc erA-r111sin lKlr%-rnI 1 e Kini1 IKI^ c+ni ir-m SFFA T' 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. - DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SCALE: N.T.S. 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 (1) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) 1 (2) (2) (1) USP LSTA30 9'-16, (3) 1 (3) (2) 1 (3) 1 (2) USP LSTA30 1 -S4 BOX HEADER ONLY LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J°' BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH c n ; ., .d dd - n M I lal—III-1 I I —I n III=1I1= II II II� ILI�IIIIII n e (3) # 5 REBAR ON 3" CHAIR 4" 1 1_81' W/3" MIN. CLEARANCE ALTERNATE FOOTING SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 2x STUDS TYP. FLOOR TRUSS / SEE PLAN FOR REQUIRED CONNECTIONS 0 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. USP SPT22 @ EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. III, FINISH GRADE 00 00 :IIIII' oz @ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. =W1= ~UZ hW w<0 lL Q ti o W_dN = I- C)w wOU per` Wz0° " _ "4Z Lo 00 _ o., y� Lo F O y�•� � al -.eta 5y 6 n LJ— Q p $gym iQ Z ..'s r/ a: z Lu W�0 O w;g°� 1 _ WWI- UZrn W ' m Z W f2 Cld , a zoo F-F- Q >LO E o M 0 ce) MN l� V O y ° C L L p Y/ 2 o 0 T) O 1 �- o Q V_U Jc D O eN W Q! v V 6. Q M zo- 7C) a C)�a (WD LL in LU Q u2~Lu F-Q � p wp 0��ZIo-a� � 0 Q J�i ¢x�oOQ g OZO �¢�z m Zc Z<0, �OCn �Ny v O Z cA ��AW W J w O w H�- Iw-. 2 w 2 U ¢ oW o Z) p ¢ OQz�¢ ,-¢ o �¢u- O O N Z W 0 }- >(=o 0 M O Q %00 M Lo 2Wu_ti Q W Q Lo a- 2 M 00 < Z V I— W W J O CD to U N 6 C� 04 4 o N L� 4) > r" r ^LW , Z Z O w �: W to w U ~ > W C)0�0 �-- O � a z of uj CLM =mOZ �Z3� Z of O Z 0 V- 0 2 W 0 Z Z ' Z Z �QO U a ®U o ¢ Z S6 z Z W W 0 N o C) LAST PLOT DATE Oct. 10, 17 0 STRUCTURAL — 01 I DETAILS -MONO DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 3-1/4" LONG X 3/16"0 1 X 4 FURRING 3/16" 0 X 3" LONG FURRING TAPCONS 3116" 0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH n 1-1/2 DETAIL MASONRY THROUGH 3" DETAIL 1x4P.T.&1X8P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16" 0 X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT a� OVER SIZE DOOR -WINDOW ROUGH OPENINGS rC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX 2'-0" SOLID BLKG. AT TOP ARCH BLKG. & BUCK BTWN.� SECTION A -A 8" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END ,__� LEAVE A CUT OUT IN O.S.B. ON T _y INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN, OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS 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 A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED TNT. D NOT FURROW. JOINT. 0 0 U RR 0 PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 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. 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 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. $ #5 REB, (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 NOTCH WEB AT +5A FIRST 2 COURSI "" ... CAPACITY = 945 # FOR 1 STRAP = 1890 # FOR 2 STRAPS I -PLY PRE-ENGINEERED TRUSS USP RT16M W/ (8) NA11 NAILS & (6) 4' x 24" TAPCONS (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 12' NAILS AND (4) 4' X 1 4' WEDGE BOLTS [ (1) STRAP = 1225 # , (2) STRAPS 2450#]) 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 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) -12d NAILS 2X6 TO 2X4 , EXPANSION STRIP 20 ga. PANEL ANCHOR 1/4" EXPANSION BOLT (2 9 ga. PANEL 10 PER ANCHOR) REINFORCING (EVERY OTHER COURSE) EXPANSION STRIP SEALANT 6" MIN. LAP SPLICE W/ - REINFORCING PANEL ." 6" MIN. LAP SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. `— SEALANT GLASS BLOCK DETAIL GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 12 SEE PLANT FILLED CELL PER FOUNDATION PLAN Q YP.) THE :S WE + + + + + + + + TRUSS USP RT3A 2X4 SYP — EACH TRUSS CONNECTOR - // SEE LINTEL- SCHED. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) 46 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS (1) #5 BARS CONT. TOP WITH MIN. 3" / PRECAST LINTEL MASONRY WALL. SEE PLAN FOR REINFORCING, PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6'4" f F.F. P p p =I I I —I I I 111 ; 111-1 I I I —I I El 11—I I1 P 1 I I—III—f 11- 1=111=11 I D ° III —I I 1-1 MI 11-1 I I. GRADE D .. D p 1-111 11 - M p z N �D p (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY 01 SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" I IKIArr`C:DTAQ1 C IAICTAI I TInki FILLED CELL INSTALLATION H SCALE: N.T.S. �_S S 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. (2) 1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD 'TN ,—PLYWOOD SHEATHING 2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" J.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 USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" SCREWS INTO BAND JOIST & (4) 3/16"xi-3/4" WEDGE BOLTS INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. •'+.I I� FILL st1RSES W/GROSOLID /GROUT a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2' NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-0" 5'-011 INISH FLOC( BLOCKING AS REQUIRED ° `> TO SUPPORT ° p o #5 BAR SOFFIT BD, 1.0" o p ° Q. CENTERED W/ °� 90 H c IN TOP o ° c t3 KNOCKOUT/ N CHAIR BLOCK -fri -I ° MONO FOOTING �_—I SIZE AND REINF. PER PLAN I I — ° °. AND SECTION DETAILS i SECTION @ ROOF EXTENSION M SCALE: 3/4" = T-0" � GFF .gHPPT n2 AND FOR HTT16 W/ (18) -16d NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 5" EMBEDMENT & 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" I ° CLEAN FILL DIRT z °. STANDARD o D 90° HOOK N #5 BAR IN FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" =1'-0" 40TE: IF RETROFIT FILLED CELL CONDITIONS =XCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD :OR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"X6" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE #5X6' EMBEDDED INTO m z EXISTING BOND BEAM 0 FILL CELL FULL HEIGHT W/ U- W NON SHRINK GROUT. L1J J 0- A 1 o- 0 z #5X6' EMBEDDED INTO g EXISTING FOOTING 2-#5X6' IN CONC. N FILLED CELL DRILL 3/4"X6" MIN, HOLE SET BAR IN EPDXY SAW CUT EXISTING FOOTING A SECTION j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. Q 2 w F- � w 0 Z Lu IL ti o Wa-W = o w0- Ow O UU W Z m Qw`� m � N Q .. '•s .„ R. x zy` O Co O O yLo L O I— L}z0 F=Ow w I k,' tr z..� w0��x U } Q w m 'j. q" r°P wZ �� w W I- LUU — 0 _ w y� w 0 2 — 0 _ _ F-I— Z Q W S. 011 U N m Vi Li -000co= M O LL o a� Q i U • v I p N u L.L.I C04 O Evi 9) L a 40 W (�' W OLLI vi wo1- WI-Q w�J �Q§f`zw Z QOg_jCoO�w�LLVo0,�o Q Q V Dox ZLw oC0of§0 oEEoom0z 0Zg0DHQ~ O O O z �oD_�zw!_zLL Q W O H- g W p UQ D Q OIr 0 D LL¢ o OQZ� I-Q� I rm� 0 N Z 0� (n O ®i..=MO Q � Co � �w-� Q W Q Lo M <U aoo Z H w W J C:) (o N � C)o 04 04 C > ' �/ Z Z ZO Wv~> U-jwo 0 CL Lo a_ rn 0a-mQ WI.-� �� Q =m0Z W (� Z W a >- W �<LZ� LU �ZQHr-. O ILL o Q U a. W Z z . r-1 z Z ?Q U O U o CL MM W � Z Q z z w W 04 NN O C) LAST PLOT DATE > ,O Oct. 10, 17 STRUCTURAL — J sIDETAILS—RETRO FIT THEN WRAPPED AROUND STUD (USP � t MTW12) \�/J PLAN VIEW SCALE: ;' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 314" RISER CUT TO FIT MAINTAIN BETWEEN 4' AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER Ablocking, 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 2' = 1'-0" F�I STRINGER MUST MA CONTACT WITH LAN 2x4 CUT C. DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" STRINGER MUST MAKE FULL CONTACT WITH LANDING PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS XL 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEAR IN WALL 2x6 SYP 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SCALE: 1" = V-0" 2x4 PT NOTCHED IN AND NAILED TO FL( AT STRINGER CON- SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYF CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER A SLUED NAILED SECTION D-D -3/4 PLYWOOD ON DECK �x8 SYP GLUED AND NAILED TO FRAMING 2x12 TREAD GLUED AND NAI LEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUEAT STRINGER CONTACT POINTS SCALE: 1" = 1'-O" 1 z ■ BLOCKI FOR STRAP( SP MTW 12) ` 2x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS SLUED AND NAILED TO STRINGER DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (USP MTW12) BEHIND RISER SECTION VIEW "B" SCALE: 1" = 1'-0" ER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4' AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO RISER AND TREAD 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4' TAPCONS @ MAX. 32" O.C. :4 GLUED AND NAILED TO STRINGER DRAFT )P 8 SYP DRYWALL STOP -RI NOT TOUCH RINGERS G x4 BLOCKING FOR 2x12 x4 PT UNDER 2x12 SECTION VIEW "E" E SECTION VIEW SCALE: 2' = 1'-0" SCALE: 1" = V-0" NOTE: REFER TO STAIR DETAIL ON ARCHITECTURAL PLANS FOR FIRE BLOCKING LOCATIONS AND SPECIFICATIONS. 3/4 PLYW ON DECK -2x8 SYF AND NF FRAMIN 2x4 BLOCK C 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER- SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C'° SCALE: 1" = 1'-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR �J )ER PROVIDE SOLID BLOCKING VL BELOW ALL NEWEL POST DCVEL ULUCV FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND LVL NAILED TO JOIST. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = V-0" 0 1 fAIIx LLUINO I MUl.# I IUIN UC I PNILO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )I STS) NAILED AND )TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) 2X USP (1 NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES ECTI ON VIEW IiNl1 SCALE: 1" = V-0" (j) Q = W < H 0zz Lu LL U) o Wav) 2 0 j2� W O Zp OW s � o 0 W Z m C'4 �, p t00 "6.j L0 Lo Q F- Z LL (� 4S 4v kn g+Yi fr ( N. t 'p Q W Co Z, , told p WF5� = a �H Q (Ij S >�; 0 Ch �W N C6 -0 �� m V m u o O u-o Q w Q� Q (h a W LU W pL Uj Woo W FQ ��J 0 QQ ezof' Z �O��QO¢�aLLVOOJo LL Q U Q <(7%<JZLL,-0-Z20aF-QQ O w9OZOlxOOmZZ U O onLjL (D W�LLw �F Z �0Z 0 O0=oyzgQ <Q o O <u- O N Z W O I— > (n O M O z Q M Lo U) U- 2 (f) Q Ill Q Lo l—fYa.M Co z l— z� w _jO m O O N 0 O CV qr— 4 OO O c Co N t L� � P I� > LL Z Z O wQF-> Cl H > () UZ)R0 Z 1=o�a zWI^Q Q 2m0z uj LL Z Lu J 9®I 5.mzw O.. Z Z ILL >_ CDQ W O��W U)QZ T"I Z ~ O • ■ Z V � ®V o W Q z ST Z Z Ill J LIJIt N LAST PLOT DATE >® Oct. 10, 17 Z O STAIR DETAILS -J II ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • PC 8" PRECAST LINTELS = 3500 PSI • PC 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • PC 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 PG = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO it 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 ACCOMODATE 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 EVALUTE 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 • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGHT = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS, 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD 1.0 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: 7-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads CAST -`BETE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-0B 8F16-08 BF20-OB 8F24-0B 8F28-0B 8F32-0B BF8.113 8F12-1B 81`16-16 00-16 81`24113 8F28-16 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 (7) 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 (36) 7342 (19) 8733 (19 10127 (19 T-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (45) 6036 (19) 7181 (19) 8328 (20) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 (37) 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 10'-6" (126") PRECAST 475 890 1247 2093 2777 643 1052 1533 2093 2781 J47O5F6390535 11`-4" (136") PRECAST 362 582 945 1366 1846 2423 582 945 1366 1846 2423 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 IT-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 4 22 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED NA. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRETE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-013 8RF10-013 8RF14-OB 8RF18-OB RF22-OB 3RF2RB RF30-OB 8RF6 8RF10 iB 8RF1416 BRF1816 8RF2216 BRF2616 8RF3016 4'-4 " (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 T-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 1 2481 4567 1 6389 8060 (34) 7917 (19) 9311(19) T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 (10) 8060 (39) 7402 (19) 8706 (19 6-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 (47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C44ZT.40R4" SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 T-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 V-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 IVA" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 IT-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17 4' (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAS -4494" SAFE LOAD PLF TYPE LENGTH 8RU6 8RF6 REINF. CMU 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 T-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 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C^ST-cRETE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-IT 8F12-IT BF16-IT BF20-IT 8F24-IT 8F28-IT 81`32-1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24.2T 8F28-27 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 1 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 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 1634 (12) 2102 (11) 2571(10) 3039 (10) 3508 (9) 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 1133(15) 1471(15) 181(15) 2152 (16) 2494 (15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914(15) 1185(15) 1458 (15) 1732 (15 2007 (15 530 686 1183 1526 1865 2204 2544 IV-4" (136") PRECAST 474 485 798 (15) 1034 (15) 1272 (15 1510 (15 1749 (15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 (9) 441 723 (14) 936 (14) 1151(15 1366 (15 1582 (15 470 543 928 1349 1649 1948 2247 IT-4" (160") PRECAST 418(15), 373 606 14 783 (14) 962 14 1141 14 1321 (14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 (14) 723 14 887 (14 1052 (14 1218 14 410 420 709 1050 1434 8) 1694 (8) 1954 (7 14'-8" (176") PRESTRESSED 239 323 519 (13Y 671 (13) $23 (13) 976 (14) 1129 (14) 246 390 655 968 1324 (8) M25 I 1874 11 15-4" (184") PRESTRESSED 224 302 485 (13) 626 (13) 767 (13) 909 (13)j052 13 230 364 609 897 1224 (8) 1562 14 1801 (14) 17-4" (208") PRESTRESSED 187 255 404 (12) 520 12) 637 (12) 754 (12 872 12 192 303 500 732 993 (8) 1268 (14) 1470 14 19`-4" (232") PRESTRESSED 162 222 347 (W 446 (11) 546 (12) 646 (12) 746 (12 693 1 10567 57 ((11)14)1 14) 1654 225 ((11 „ Z1-4 (256) PRESTRESSED 142 98 306 (1 (11 48016 (11 142 230 369 531 713 O 903 (13) 1046 (13 22'-0" (264") PRESTRESSED 137 192 295 (10) 378 (11) 461 (10) 545 (11) 629 (11 137 221 354 508 681 7) 861(13) 997 (13 24'-0" (288") PRESTRESSED 124 175 (10)1 341 (10) 416 10 491 (10) 566 (10) 124 200 316 450 600 (7) 756 (1Z) 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRETE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF61T 8RF10 iT 8RF141T 8RF18 iT 8RF221T 8RF261T 8RF301T 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26.2T 8RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 (8) 1952 (7) 2442 (6) 2931 (6) 3257 506 967 1462 1 1952 2442 1 2931 3421 9'-8" (116") PRECAST 395 491 931(12) 1301 (15 1640 (15 1980 (15 2322 (16 395 589 1135 1514 1 1893 1 2272 12652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 OF O LINTEL PLAN F) UNIT'1871- 1ST FLOOR PLAN 1/411 /4n m 1 1-011 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE o = _ o rF1 o° -- o G 0 0 0 8F16-1B/1T 8RF14-1B/0T O O - o o j8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF S' K.O. BLOCKS o W/ (1) #5 CONT HOR BAR IN EACH - o ° ALL GRCUT FILLED \vI ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D -- - <i - 1-1/2" CLEAR C.M.U. w � '� y #5 REBAR AT o ® cn BOTTOM MIN. (1) ce`Cu0^ REQ'D �LL m N LU �� 16 GAUGE POWERS �d - , py 3:- STEEL BOXED S- LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION 2. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS 3. IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR 4. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS /- #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. Z_ F- GROUT z w_ #5 REBAR AT BOTTOM ;9 o OF LINTEL CAVITY 0 0 BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T I NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP � J Q = W F � w� Z W W Q p LL N w °- w w O wzC° LL CV. + '+x(/� by $ a LO ep Co�wM� W O v f. �� nr Z Z _ LLI ''3A w } Z LL w a.: `` �C&rn: 1 s- 7 z LL z , aly U ZEn z x WFj)(� 0Q _ ''� H H Q � " 0 MN N d t ' M rt-cM v c Z) O i O 0 11 N_ QQ /� 0U_8 LDi () 6 • a ) t { Lu Q H V -0 F-a W ow ( w Q tr JW ��Np��( �- wpH I zW Z Y LOL Jp�wL z3O WwwwFcr O WimZZj Q a.WZO2OZ QwZ _NY<mQ <Oa O�¢Q OW Z)®QZ� O Qu u-Q E O O N z UJ 0 �- > (/) O Q Or)� LO CL (f) LL Q Lu C:3 ? O. M <Ua00 z �- W _! O O d' N T_ C 04 iV 4r� 4 O O N aD Z Z - Z O W U ~ N UZ�o 0 a .V zWF=-Q H � t� ~mOZ = F = Z O Z J 2 T-I ZW O�2z Z Z W 00 U 0- w r-I = zz Z z O U 0 0 QZ J S11- Ir Q z z Z w 1871 N LAST PLOT DATE o" 0SI1 OUP17i 7 0 STRUCTURAL - J DETAILS REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DEfAIL'B' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" l'-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 1 9462 10000 10000 3'-6" 2'-7' 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 6 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" 6-7 PRECAST (2) D4.5 WIRE (2) No. 4 796 1454 1454 1435 1435 7 6" 6'-7' PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 1 727 727 582 718 11'4' 10'-0" PRECAST (2) No. 3 2 No. 5 355 1 649 649 489 649 12'-0" 101-8" 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 13'-4" 17-0" PRECAST (2) No. 3 (2) No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 14'-8" 134' PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 (2) No. 4 164' 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 (2) No. 4 17-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 (2) No. 4 19'-4" 18'-0 PRESTRESSED (2J No. 3 (2) 7/16 strand +" N.R. 277 277 202 281 (2) No. 5 20'-0" 16-8" PRESTRESSED (2) No.3 (2) 7/ibstrand + 256 286 188 262 (2) No. 5 N.R. 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand+ 219 219 165 229 (2) No. 5 N.R. 22'4" 20'-8" PRESTRESSED (2) No.3 (2) 7/ibstrand + 203 203 155 215 (2) No.5 N.R. (2) 7/16 strand + 24'-0" 27-8" PRESTRESSED (2) No. 3 (2) No.5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" :. .b .. DETAIL "C" DETAIL "D" TYPE DESIGNATION LINTEL/ P -SOLID QUANTITY OF #5 BAR AT S -SOLID LINTEL -1 F LOWER LINTEL CAVITY [I8x16-P-1L/1IU] J NOMINAL WIDTHJ NOMINAL HEIGHT `QUANTITY OF #5 BAR 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 (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U (1)#SL(1)#SU DEFAIL'H' DETAIL')' DETAIL'H' &'J' DETAIL'K' 2'-10" 1'-61 PRECAST 2 D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 2'-7' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-S" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 N-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No.3 7207 10000 9863 10000 PRECAST (2) D4.5 WIRE (2) No. 3 6614 10000 9053 10000 54' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 4843 6687 6635 7320 5`-10" 4'4' PRECAST (2) D4.5 WIRE 2. No. 3 3940 5211 5402 5641 6-6" 5'-2" PRECAST (2) D4.5 WIRE (2) No. 4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7-8" 64' PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 6-0" 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 2831 2831 2651 2811 8'4' 74" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'4' 8'-0" PRECAST (2) D4.5 WIRE 2) No. 4 2153 2153 1881 2139 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1 1448 1766 11'4" 10'4" 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" 11'-2" PRECAST (2) No.3 2) No. 5 1354 1354 981 1354 13'4" 12'-0" PRECAST (2) No. 3 (2) No. 5 1232 1232 849 1232 14'4" 12'-8" PRECAST (2) No. 3 (2) No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/ibstrand + 1419 1419 850 1347 (2) No. 4 154' 14'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1291 1291 775 1270 (2) No. 4 174' 16-9' PRESTRESSED (2) No.3 (2) 7/16strand + 493 993 600 1084 (2) No.4 IVA!' 18'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1035 1035 478 936 (2) No. 5 20'-0" 16-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 (2) No. 5 21'41" 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 (2) 7/16 strand + 720 720 366 716 (2) No. 5 (2) 7116 strand + 54'-07 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID UNTEL I LOWER LINTEL CAVITY [8x1 6-P-1 L/1IU] NOMINALWIDTH] j `QUANTITY OF#5 BAR NOMINAL HEIGHT UPPER UNTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID ##511)U(1LL SOLID #5(2)U(1)L DETAIL'DE DETAIL'DF DETAIL'DE' &'DP DEfAIL'DG' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 N-91 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 N-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'4' 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5'-&' 4' 4" 4'4" 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" 6'-4" 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 TYPE DESIGNATION P- PLAIN LINTEL/ I- QUANTITY OF #5 BAR AT S-SOUD LINTEL I LOWER LINTEL CAVITY [8x16-P-1 L/1IU] NOMINAL WIDTH] `-QUANTITY OF #5 BAR NOMINALHEIGHT UPPER LINTEL CAVITY z DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#SL (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U(1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6. PRECAST 2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'4" 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 4'4" 3'-2' PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3428 3727 4091 4091 6-10" 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" 64' 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 64" 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 I Z-9- 10'-8.. PRECAST (2) No. 3 (2) No. 5 992 992 751 1035 12'4" 11'-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'4" 12`-0" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 804 804 529 838 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 (2) No. 4 164"4" IN -a' PRESTRESSED 2 () No. 3 (2) 7116 strand + 1095 1095 551 887 (2) No. 4 17'-4" 16'-0" PRESTRESSED 2 N3 ()o. (2) 7116 strand + 836 836 426 763 (2) No. 4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 (2) No. 5 20' 0 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 (2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL LOWER LINTEL CAVITY [I8xl 6-P-1 U1 U] NOMINAL WIDTH) j `- QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL'IF" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAILV DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-TO" 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 *-9' 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 W-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 8548 10000 10000 10000 5'-4" 4'4" PRECAST (2) D4.5 WIRE 2) No. 3 6261 10000 8605 10000 5'-10" 4-6" PRECAST (2) D4.5 WIRE 2) No. 3 5095 8995 7007 9811 6-6" 5'-2" PRECAST (2) D4.5 WIRE (2) No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No.4 4693 4693 3976 4661 7'-8" 64" PRECAST (2) D4.5 WIRE 2) No.4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'4" 7-0" PRECAST (2) D4.5 WIRE (2) No.4 3706 3706 3144 3683 9'4" 8'4" 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 1l'-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 14'4' 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand+ 1948 1948 1093 1591 (2) No. 4 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 (2) No,4 174' 16-0" PRESTRESSED (2) No. 3 (2) 7/16 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 N3 ()o. (2) 7/16 strand + 1008 1008 573 1048 (2) No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 (2) No. 5 (2) 7/16 strand + 22'-8" PRESTRESSED (2) No. 3 (2) No.5 740 740 393 772 TYPE DESIGNATION P - PLAIN LINTEL/ �7 QUANTITY OF #5 BAR AT S - SOLID LINTEL I r LOWER LINTEL CAVITY [8xl L/1 U] I6-P-1 NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY OF #5 BAR UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTEL 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 45 (1) U (0) L #5 i U 1 L SOLID #5 (2) U (1) L DEIAIL'DH' DETAIL'DJ' I DETAIL'DH' &'DY DETAIL'Dr 3'-&' 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" 7-6" 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" 3'1" 3'4' 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" 61" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK° TYPE DESIGNATION P - PLAIN LINTEL/ rIQUANTITY OF 05 BAR AT S - SOLID LINTEL -1 1 LOWER LINTEL CAVITY [8x16-P-1 L/1IU] NOMINAL WIDTH ] `- QUANTITY OF #5 BAR NOMINAL HEIGHT) UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL SECTIONS R402.2 & R606. H EDITION 2014 SECTIONS 1901.2 & 2107. 1.2 FLORIDA BUILDING CODE 5T N O ( ) 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 2A DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2010, RESIDENTIAL) SECTION R606.14 OR FLORIDA BUILDING CODE 5TH EDITION (2014) 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 00 7/32" STIRRUPS AT 4'-0" CC 00 M (TIED OR WELDED) Ln BOTTOM BARS N SEE SCHEDULE 11J' 11/' MIN. 7 5/8" A11N. NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2„ 2/ f­ M ' ,n M N � M MINT MII 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL. PLAN 7/32" STIRRUPS AT 4 -0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END -4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LiNTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" 1'4' PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-8" 3'-4' PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6251 10000 8615 10000 6-6" 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 8629 1 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 1 6603 4891 6909 7-8" 64' PRECAST (2) D4.5 WIRE (2) No.4 5967 1 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 5430 5524 4236 5756 8'4" 7-W 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 3836 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 2984 3021 2320 3118 1 F-4" 1014" 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 174' 11'-2" PRECAST (2) No. 3 (2) No. 5 2269 2269 1 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 (2) No. 5 2034 2034 1366 2034 14'4' 12'-8" PRECAST (2) No. 3 2) No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED 2 () No. 3 (2) 7116 strand + 2413 2413 1338 1974 (2) No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 (2) No. 4 174" 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) 7/16 strand + 1348 1348 753 1330 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 (2) No.S 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 (2) No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1 1023 1023 576 1 121 (2) No. 5 (2) 7strand t 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) o. 5898 (2) 898 481 947 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH] L_ QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 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 10000 10000 10000 4'-0" 2'-8" 2'4' PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7'-8" 64' 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 H 0 LINTEL PLAN H J 1 CH o o O UNIT °1871' - 1ST FLOOR PLAN 1 /8" = 1'-O" GRAVITY & UPLIFT SAFE LOADS (PLF) 8' M" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAiN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 1 U 1 L SOLID #5(2)U(1)L DETAiL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-B" 2'-4' 7-0" 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 1807 1 1483 1483 4'-2" 2'-19' 2'4" 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" 4'4" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-9' S'-4" 5''-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'- 4' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DW GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL. TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'4' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-C" 2'-8" 2'-V PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 N-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 6604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 6-8" 4'-4" 4'-C' PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-8" 54' 5-0" PRECAST (2) D45 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 1552 2996 1183 2844 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY [IF #5 BAR AT S -SOLID LINTEL LOWER LINTEL CAVITY - Ir 1 [8x16-P-IL/IU] •:. ' �:. NOMINAL WIDTH L QUANTITY OF #5 BAR AT NOINAL HEICHI UPPER LINTEL CAVITY DETAIL "DL" DETAIL "DI DETAIL " IN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL -1 I LOWER UNTEL CAVITY [8XI6-`-IIIIL/ I U] NONINAL WIDTH] I ` OUANRTY Or #5 BAR AT NO Dw HEIGHT LPWER LINTEL CAVITY TYPE DESIGNATION P - PLAIN UNTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL r LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH] H L QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type KK8" PLAIN 8'SB" SOLID 2'-lu" Precast 2082 9235 3-6" Precast 1325 A624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4.8" Precast 810 2459 5-4" Precast 663 1940 5-10" Precast 583 1624 6-6" Precast 486 1396 7-6" Precast 403 1134 7-8" Precast 392 1100 6-0" Precast 363 1037 8'-4" Precast 318 981 9'4" Precast 222 772 10'-6" Precast 156 600 1114" Precast 132 651 17-0" Precast ill 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14-W Precast 71 429 14-8" Prestressed N.R. 417 15-4" Prestressed N.R. 269 174" Prestressed N.R. 257 19 4" Prestressed tr sed N.R. 184 20'-0" Prestressed N.R. 167 21'4' Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended m JQ = W w 0Z W L. L ~ W Q p wa = o o w w F- wO w U Uz m Ow�6 p C:) w Z LL Q w ^'* �. t g 'Ly kr in 4 LO C3 ao LO F- F- p X, }_Z~ >CD µl e e, w LL F_ O W % LL = ll L O UZLn �-<w m Z F-E W Ur p W d' =w~ 2= Z _ 0 F- F- Q L E �M O CO M N .� O^ d oCI)A, Q, V � W E � s o Z) 0C' �•� M O 0 N 0 t U�' } w Qom- y Ci L 0 E Cl) 0 � W UL! LLJ UZ) wQ I U) p ZLL IY wF-XwgeH-Z X2 ° °(n°p�er ( a°§ o Zp� o¢ Z az¢Q mZv J®�aYnzWa Z > °zzU-00 °W ( W F : �Y� 62QQ Zo� LL 'Q ° Q 1- lL 0 C) CV Z O [-- /_ M O z M � � u G (/5Q Q w : L' 0� 0- co z T- < Q oo U Z F- WW-jo C) mi N C)N Q CV 0 O 1 C0 0 N L- T71 > Z z O LLJO~� UJ CO U F- N U��o - z F- 0 a- L.C� Q O w -r Q L l I- Q ~mOZ F- � W =F-=z LL (,O�W Z > J � Oa2Z r) LLJ M W a-w O 1� _OZz z Z =QO U U � o_ O 0 z Z Z S 12-1871 W ® LAST PLOT DATE Oct. 10, 17 Z Q STRUCTURAL J DETAILS 11 1 1 , , I , I .. II .err i&k;., i H I:, I N z USP Connectors > Cross Reference > 2 Simpson Florida Statewide USP Florida Statewide Evaluation Report Evaluation Report � © O Stock No. Product Approval No. Basis Stock Noo Product Approval No. Basis C6 -ID a- .� U (D(� (� Cl)O O a) O lU_ T CU 2HU610 .� VJ Q CD RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below ifthey will be utilized on the construction project for which you are applying for a building permit We recommend you contact your local product supplier should you not know the 4­8 c- C-13 > C- 2 0 2 0 C13 0- Florida Department of Business & Professional Regulation :Page 1 rb 2 Florida Department of Business & Professiona l Regulation Page I of 4- Cl) (D Building Codes and Standards I 19f2ii, 17 Building Codes and Standards 1192.017 M Florida Department of Business & Professional Regulation Page I of 2 (1) -0 0 Product Approval Application Detail Product Approval Application Detail il Building Codes and Standards 1 W2017 0 FI Product Approval Application Detail 0 CL 0 = FL#15225-R3 -ft,15000-R 0 LL_ Code Entily or Date Rate Date Pending Date Code Entity o Date pate Date Pending FBC r3atc A.2jem%rod Status FL#1 5=_R3 Produr_:_ CU 0 = *- CIO CZ ivae Versio Manufacturer Contact EnclineerilL License Validated By Validated submitted FBC Approva Approved Status Twee Versio Manufacturer Contact Eno ineer & License Validated By Validawa Submitted Approval 0 -0 > Revision 2014 Therma-Tru Corporation RickWright Nabcnal Accreditation & Ryan J. King, P_E_ 06/2812015 06/13mis ()7io5j2X15 Approved Revision 2014 TI),orMa-TrU Corpojtjonl) Rickwrigir, Lyndon F. Schmidt P.E.ERyan J. King, P.E. W,12W201 5 i-,-- t2015 07�10512015 08`2f�,� Approvpc 1 Product Quali!y Assurance Contract Expiration Date Approved Approved In HVHZ Outside HVHZ Impact Resistant Design Pressure E 0 L_ Category- Exterior Doors (419) 298-1740 Management Institute (813) 767-6555 Category: Exterior Doors (419) 2,98-1740 PE-4,3409 (813).767-6555 See # Model, Number or Name Product Description (1) L_ 0- SubCategory: SWnging Exterior Door Assemblies rickw@rvvIbidgiconsultantri SubCatagory:.Swn.9ing Exterior Dow Assemblies rickyy@AyNdgconsultants 4 -L�R F- S 420 AW Mi NU M SG D REtr NiiII-C RCED SERIES 42-10 ALL MMNIUM SGD REINFORCED 0)� 126112017 No Yes No WA U) 'R Compliance Method: Certification Mark or Listing com Compliance Method: Evaluation Reportfrorn. a Corr, X0. XX _06&qUotjc4a_&oIj01: 'M m Florida R& Rea Architect o� a Licensed Florida 5 �,Fr;IFS 42.0 ALUMR-i SOD RE!NFORCED I SERIES 420 AU%4INUM. SGD REINFORCED XXX 1IM1112017 No Yes No NIA U) FL#15225-R3 Products Pmfe�sbnal Engineer 143&quot,x96&q.j;7,r ZiiES, 420 REINIORCEIL) ALUNAINIJI10 S30 SERIES 420 REIINFORCED ALUMINUM SGD OXO 12Y5112017 No Yes No MA Quillit Approved Approvedfor-Usiai Im pact Design y Assurance 146, §S9_# Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure F L91 5000-R2 Products 8 7-IFFI�,=S 43014AQ ALUMINUM SGO SERIES 43,-,V440 ALUMIINUNI SOD XXX 12131=17 Na Yes No N/A 5 e. &quot;Srnooth-Star&qu*L and Itrquot,Benchmark by 6f8 and W Opaque and Glazed Fiberglass Door wth 12J$1/2021 No Yes No NIA 143,&quot,,A80&qjot, NON -REINFORCED Therma-Tru&quot, and without Sideldes, Inswing and OutsWng I- -%a Product Model, Number or Name Product Description Contract in HVHZ Z=ZasmkdLq� Outside HVHZ Resistant pressure 4301440 REINPURCED ALUPANUM SG111 SERiES 430144ORLINFORCED ALUMINUM SGD 12J3112017 No Yes No WA 6 f- &quot; Premium Series&quot;, &quot Construction &B and 8/0 Opaque and Glazed Steel Doorvvth 12131/21021 No Yes No 1`0A I -a, &quot: be-Classi,&quot, or &quot,,Smocth-Star&d,4vt. 6U39.8 &quot:Noi-lrnpaCt9quoL Opaque Fibeiglass 12/3112018 - yes t- I L rVA XXX 1433 quot Series&quot and &quot2enchrnark by Therma-Tru&quot� Transoms. With and WthoutSidelites- Inswing and Doowittlh Sfamp: vvithout Sidelite(s) - Outswing (X, OX with Transoms Outsvoing or XO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Page 1 d'. Building Codes and Standards 1,(9/2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Page i Qf 2 Var,017 Florida Department of Business & Professional Regulation paneli LU F L#_j 5279- Building Codes and Standards "1 r"1201 Product Approval Application Detail Code Tvoe Versio Manufacturer Entily 9 Contact Endiniffer & License Validated By Date 20 Validated Submitted �rid log FBC 6gproval � Approved Status Product Approval Application Detail Ff-915217-P4 Revision 2014 Clopay Building Products Company Mark Westerfield I ntertek Testing Services NA, Gairy Pfuehler 06112/2015 C311 W2015 06,121/2015 Approved fL#1 _1537-R6 LOX 92=1=1 2M P_& Date Pending IyZe 2�ersro Manufacturer Contact Engmeer& License Validated Al Validated Submitted FBC Approval Approved Status Category: Exterior Doors Subcategory: Sectional Exterior Door Assemblies (513) 770-6062 Inc- (513) 519 566 niwesterNeld@clopay.com gaft EMU 2 tat -liate Date P-glicling R�E Rvisi-On 2014 M; Windows and Doors Grant Sillinger L u I - Roberta Lomas Steven M. Urich, PE 0613012015 76,125�015 07106n015 08M912C15 Approved Compliance Method: Certification Mark or Listing lype Versio Manufacturer Contact E!)q inger ft License Validated 5V Validated §&� FPC ARPMval Xt a Category: windrws (717) 365-3300 PE-62514 (717) 317-8454 Revision 2014 CURRIES Division ofAIADG, Inc Ne..5oq Kraschel UL LLC Ted Barman. PE 071111112015 Q7Q'120"5 Q7/2-1 I- Approved Subcategory: Single Hong b5ftfinger@)-mvd rom F L#1 5279-R4 Products Category, Exterior Doom (641) 423-1334 (�,CQ) 868-4707 Compliance Method: Evaluation Report from a SubCategory: Exterior Door Components. nelson krascheI@.Coorgro F;Orida Registered irisa ILI --s-ed Florida Quality Assurance Approved for Use Approved for Use Impact Design Compliance Method: Certification Mark of Listing Up com Professional Engines( sec! # Product Model, Number or Name Product Description Contract Fxpirabon Date in HVHZ Outside HVHZ Resistant Pressure 37 037W5-09 PAN-2F151- 84A, 94, 73, 75,1500,190. 76, Steel Pan (min. 25 ga.) Single -Car {up to 9'0" wdia) 0512112028 No Yes No +30 PSFI-32 FL#1 1637-R6 Products FL#1621 T-R4 Products 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE&#174: W5 Garage Door PSF C"alit Assurance ARLrovedfor Use 2LET-CL11 12galU &ssUMbcj Approved for Use Approved for IM= Design 42B„ 565, GD5S, GDSSV, GRSS, GRSSV, AR5S, AR5SV, EDSS,EDSSV Sea_# Product Model, Number or Name, Product Description Contract avinafion Date in HVHZ Outside HVHZ Resistant Pressure ke�Sff r1roduct Model. Narnberoc Name 'Prod-Uct Description S2o!l= ExplMtiRn Dade in HVKZ Outside dvdZ Resistant Pressure 1 e07 707� 7Z72 -47, and �1347 Single and Pairs of Doors Rush � G3 lazed, arld Louvered single and pairs of 11113112017 yei�, ye!� yes Nia� 4 ES G A 1 1,.Ib A L U101 N U M SH SERiES CA 195 ,�LUMINUM SH Nl 40,84 1261/2017 No yes No WA hotiowrneU doors, - E S G ik 195 AL UNII N L, N! 8H SERiES G,,\ 105 AIDUMINUM SH N1 54X72 '1261 j20i 7 No Yes No WA 53 053'M-1 6 PAN-2FI53: 84A, q4, 7375, 1500,190. 4RST. Steel Pan (min- 25 ga-) Double -Car (92" to 160" M211220228 No YLS NO 4,30 PSF)-30 2 Ma C%1 a no G Senes F r ames F. sided and four sided slngle, and pairs o1I 12!3112017 Yes yes rVA ­E R I ES C A 11 lJ5 A L U fA I � j'!,V 1- H SERlEG GA 195, PLUPAINi JM SH Ni 5,4X72 12ti1 1220117 No Yes 140 WA 4RSF, 6RST, 6RSF, 48, 42,55, 482, 428, 55S, GD5S, vAcle) ViANDCODE8,91 74; W5 Garage Door PSF frames. Tansomflames, SERIES GA 195ALIJMlr4A;JIv1 TRIPLE SH NI 12/3112017 No Yes No NIA GD5SV, GR5S, GR5SV, AR5S, AR5-SV, ED5S, ED5SV CONT;NUOUS HEAD AND SILL 108X72 NON 85 085W6-09 PAN-21`153: 73, 75,84A, 94, 42, 48, 425, 4813, Steel Pan (min, 25 ga) Single -Car (up to 9'0" wde) 05121 12028 No Yes No +38 PSF1-42 I ,I Es CA 195 ALUM NiJ M T`VVIN S irvIPACT SERIES GA 195 ALUIPOIN', JMTWIN SH N1 12r3112017 No Yes No WA 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WNDCODE&#174, W6 Garage Door PSF CONTRTLIGIUS HEAD AND SILL 88 1/8X72 102 102WB-16 PAN-2FI53 73,75, 84A, 94,42,48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (92" to 162' 05t2112028 No Yes No +37 PSr14. 4RST, 5RST, GD5S, GR5S, AR5S. ED5S wide} W! N DCODE&#1 74. WS Garage Door PSF U) CIO -4--a (D Florida Department of Business _0 Professional Regulation 2, Florida Department of Business & Professional Regulation Page I of t Building Codes and Standards I r�T_l 017 Building Codes and Standards 119,22 0 17 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1,$d2017 Product Approval Application Detail F Litt L2§" E.L#15279-R4 Code EntitV a Date Date Orats Pending Datr Product Approval Application Detail Cade TM Versio Manufacturer Ent- ty o Contact Enghteer& License Validated By Date ate 2._ Validated Submitted RamIgagm FBCi�2proval ate 2- Approved Status iY22, VLe_rsio Revision -20 14 Ma M U -(-t U r M I W md mvs a nd D oo rs contact EnjIneer & License Validated By Brent3ifligge, Luis Robert-, Lornas sit-'er, M Urich. Pl.: Vaiidated U�mttted kl�jyoi 1121-115 0861r20.5 1 r13C.Approval 09,1060015 Apprcveu 10)i_� i� 201 SIMUS Approved El-fel 6333 R2 Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 0413012015 04r3O/2015 05fl Ot2015 Approved categoly: Windows ( 7i 71 365-38ct PE-6251.4 7 17) 317.8454 Code Lxpm versto Win Qfactum- Entity o contact Encrine-eir& Ulcer" Validat-0 By Date Date Validated submitted Date Pending FBC Approval Date Approved statur Category: Windov�-. (717) 365-3300 PE-62514 (717) 317-8454 Subcategory: Fxod Comoliance Method: Evaluation Report from a be;0r9er@_mr4yd.corn Revision 20-1 _- M! Wnclovis and Do -cm Brent Sid; ger LWS Roberto Lomas Steven M. UriQh, PE 06/2912015 0611912015 0811912015 Approved SubCategory: Horizontal Slider bsIt1inger@mKW_oom Fior�z Registered Architect or a Licensed Florida Category: Windors (717) 36;",3300 02-62514 (717) 317-8454 Compliance Method: Evaluation Reportfrom a Florida Registered Architector a Licensed Flonds Professio.-al Engineer SubCategory: MLOIions Compliancy Method: Eva4uatic`r Re from , bsitlinger@m6evid oo-m Professional Engineer FL#J PrQdLipts rort RorKla ucwnsed Florida Registered Arch.-tect or a' FL#i 5288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Design PT0reFsignal 6i1girTRPF Quality Assurance Approved for -Use Approved for -Use Impact Design Prod uct.Mod2i, NUE9 Der or Name Prod uLt 0.e2crjejLqn P2ntLgIRj Exn iration, Date in hi�'H4 e HV stru Pm-suae FL#11,333-P.2 F,odtocts sec # Product Model, Number or Name Prod M Description Contract Expiration In HVHZ outside HVHZResistant Pres.Quire 4 5 S:L-Ri;�-�-C3AlgF�ALUIvillIUVYI PIyV SERIESGA195ALUMINUM PW SERIESGA195ALUMINUM PWNI96X48 Fill' SerllESGA'Ig5ALUIAINUNI PAJ11172X72 No I I- N Yes Yes No Ns- !A Qkality-Assuranct Approved for U Ap2Ljag for Use Imp Desigin I SER I ES GA 198 ALUMINUM HORIZONTAL SLIDER SERI ES GA 198 ALUMINUM HOR IZONTAL SLII DER 1213112017 No yes :No NJA FLANGP Product pAcidel. Number9L_Name Product Contract Expiration Data in HVHZ 2ULsjde_H_V_j4_Z Resistant Pressure 72X54 7 PWN1196X48 12.i5lQ017 NO MA 7 44�, 1,347 AND,.56,17 VERTICAL MULLION 1445, 53,47 AN0,647VERTi,;AL MULLION 12jr6l C01 7 No Yes Yes rVA 2 SERIES GA 108 ALUMINUM HORIZONTAL SLI DER SERIES GA 198 ALUMINUM HORIZONTAL SLII DER 12131f2017 No Yes No NIA FLANGE 72X54 'IdA 8 SEPI ES G A 275 THERMALLY BROKEN' ALUMINUM P,AI SE RF,-SrA27')TI9�ERMALLYBF,,CDKEr-I AL-_,1MirjtIr,n, 1��e3l�2C.17 N o yes NO Nil-k 3 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES CA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 1 SS ALL) ME NU M XOX HORIZONTAL 1M1/2017 SLIDER 1 0SX48 SERIES ES GA 198 ALUMINUM XOX HORIZONTAL 126112017 No No Yes Yes No No NIA 9 SERIESGA595ALUFOINUM 0�.Af PA� Nfi 72X72 FIN SEMESGA605ALUIANUM PWNI72X',­ HN 12r_1112017 Yes No Nj U) CD SLI DER O CIE 0 CL 0 =3 CIO -0 0 Florida Department of Business & Professional Regulation Page I of 2 Florida Department of Business & Professional Regulation I f I Florida Department of Business & Professional Regulation Page I of 2 cin 0- Building Codes and Standards if9nol 7 Building Codes and Standards Building Codes and Standards 11912017 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 2:N (1) U) ICU FL#1 3192-R FL#54"-RI M Code im Versio Manufacturer Entity o Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date, Approved Status Qllk jyj2e Versio Manufacturer Entilly 2F Contact En ineer & License Validated 221me DWI Validated Submitted pgj!_� P a �nd i tnaA2provai Pat-,- A2p roved �io Status 20-de 'Versi�o Manufacturer le ixr_ .%� 91ily o Contact 6ng meer & License Valid_ Validated Submitted Date Pending FBQ Aeoroval 2& Approved status V < Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald I. OgavG John Southard, P.E. 08/2612015 08f1712015 OW0712015 10/1612015 Approved Revision 2014 Adide Nick I nompsori Lyndon P. Schmidt P.E.P.E_ Ryan J Kang, P. E 02123rX 15 U209,12015 caiolt2015 0 4 1115,120 16 Approved - 'i �j 2� 114 Ce ri a i r, f P ed C. o, p o r,- vom - R,- - 21 Mark Harnet RobartNierrif en John W_ Knezevich, PE 12J1 4MI 6 12M/2016 12/1 St2016 Pending FBC Approval Category: Panel Walls (909) 349-2927 PE-24121 (352) 367=2526 Category- Panel Walls (dCO) V22 2389 PE-434W (813) 767-65,55 C,1t0(jQV: Pa3mlq (610) 651-5847 0, G - 55 91 1 m (954) 772-6224 0- Subcategory: Siding Compliance Method: Evaluation Report from a pingsherfg.zhu@jan-fesftar die corn SubCategory: Soffas Compliance Method: Fvaluatflon Report from a Floida nlliompson@alsvie.com SUDCatogo ry: Asuhaft ShLngles Compliance Mifth-,dluation R'ffpoitfrl)m a mark cl.harner@sairn-cloo ain.coln Florida Registered Architect of a Licensed Florida Reqrstered Architect or a Licensed Florida Prof_--Si'lonal F-aineet Forrda R,,:gi1rterE-d A; ch4eut o; a Lircensed Florida Professional Engineer F' ofLssicnil Ergin-aer ELM at 22-R4 Products FL#15272mRl Products LU Quality Assurairi-Q9 ApproyedforQE2 AR12royedIgLUse Impg velli QlilaLa�C AMr2v S.d for Use hp2Z9� e Se � HVHZ imzw Resistant Eta"M Pressure QualityrAssu.ance Approved far Usq Approved far Impa Desion 2 Sea 1 Product Model, Number or Name Cemplank Lap Siding Product Description Contract Exciii-ation Date fiber -cement lap siding 01101,1`2018 in HYKZ 2Hjaj&_b_V_HZ Yes Yes Yes ugsIlAiNn IVA WA Prfl6sum WA N/A IW# I 2 EroductModill Numberor ame N a- &cluot"27&quot. Soffit b &mua�AiIfarfoeT.&quot; Soffit P?2JM:_�t Contract Q�o n Date 2utside . Qescription Vent I,,- SOW Vinyl Soffit 12)'31.L>018 NO Yes Vent or S'Ad Vinyl Solfit 1261,I2011a No yes No NO WA rVA a�a A L�q�a�lct �doLei Njiilkler t N T_e r,,;i iTee d As�b� a 11 Roori rig SO ing les Prod u ct Des Contract Exoiration Date 3_uf�, 4-tab, strip Orc­ca-outs), laminated and 07/03/2017 in HVHZ No Q Outside HVHZ Yes Resistant N/A Pressure N/A < (D 2 HardiePlank Lap Siding fiber -cement lap siding 01/0112018 Yes architectural aspn3ft roof shingles < SHEET NO. PA 1.1 Tai, � i � i A �1,! a "i ii FUT, i ___1 I 1 ri F -I I _1_71 1 1 111 1 O Cn 0 > 2 Q_ = 0 Department of Business & Professional Regulation Florida D Building Codes and Standards page I at' s 2a1 (D CDL 0 CU Florida Department of Business & Professional Regulation Page i of 3 Florida Department of Business & Professional Regulation C:Y) Building Codes and Standards Building Codes and Standards 7 "c;21), 7 Product Approval Application Detail C-) 4- U) CU -CIO to Product Approval Application Detail Product Approval Application Detail E -1 '_i B U 0 0 L- FL#12328-R7 Products Code 9n2KlL2_r Date Date Date Pending Date 0 0- = QualdvAssyrance A212roved fgr L!Le Approved for Lisa 'm2a P_e i Y_C1._q _j y S -C1 _0 t 111 a r Contact Emmear & Lce inse Validated $V ub vallciated Smittgtl FBC Approval Approved Status C) U- Seq# Product Mcde4i Number or Name Product Description Contract Expiration 5a in HVHZ Outside HVHZ Resistant -7,-A 0 a Pressure Code 92il11y_2_r 22-to Date 2LLaendinq Late 2__" ;mllflikc�urql Nllelr-As Con7jany :��7qlt Bycwr -iames I., Buckner Steven M, Urich, PE 05/01(2015 04129f2015 0511012015 06�23r2015 Approved CIO = 6 No. 15 UL Asphalt saturated organic felt 01 1OW201 9 No Ta, 77A ly.2e aMio jFan_uL§Ptthre Criplalzt gag IO2gr & UaLqa y1gaftsi-gy Approved Status 'QiCqtiRiory: Routing ('s PE 31242 (717) 317-8454 'M 0 0 > i I s�iv 20- 14 HomeGuard Building PrrJAc%, no jiiuhn cr�eslak "Andek Testing Services NA, 02101,12017 Q1!25r2017 f�L 2l] n 7 ikcc-ewontsth-.n 1 . . avcj an ! Pri Rci_',,fing System, ocr-n U) E 0 Arpraved jecu .! of Compliance hrathad� E,;lualinn Report oonr a Win Category: Roofjwg r,904240"1 382 mc. NA 11-c, ,Iicz>7"rchtell OiCel'iSad;Orvda '-UE CO Search Criteria SubcategoryInd rlaymeola john ches1ak6L4hgvi9p cTj (94) 520,3321 teional F'pinee U Compliance Method: Evaluation Report from a, r1i Code Version: 2 1014 FL V. 12328 PoLdut:t Evalwiiiioll Entity Application Type: ALL Product Manufacturer ALL FL=1676-RO Products Quality Assurance A2pigalIoLum AmE2yW_&_U_- lwt)aq Desian Category: ALL Subcategory: AL L -a Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Application Status: Quality Assu ran ALL ce Entity, Contract Expired: ALL Compliance Method: ALL Product Model, Number or Name: ALL 829A Product Model _Number or Name _a Product Dascrl=04 Contract Ex erotic grate-Ind'vUL2 A.,L2-.o _Lqr'Lis�t ARRM1w far .U- 2utside HVHZ imp-aLt ftsistant 2exa-n es re 0� Fhat.'ror ON plrI If"n, vitfl l3rat'e f'r rll-�&"wor 2,13 Gauge Steel, Ewa nano! 43r #39, 6&#39;j I29r.019 I uat i.:;N 1 08*3-.Wide rffRidge Vent Attached to No Yes No NJA Product Description: ALL Approved for use in HVHZ: ALL I ToughSkin Synthetic Underlaymerrs. ToughSkin 15, TowghSkin 20, Tou;ghakin 25, Qlffll=18 Noauci "i'voov Deolb it Ij 50 2 ­:,­_011'11,r�und I �p 01 Ridge'Vernwto Saffle for Aee% Non 8gL: 6&#, lZiZ112019 Minfrrwn ZrG;:�Oia'_, -vrial 4.0# '9' No Yes Na NVA Approved for use outside HVHZ: ALL Impact Resistant: ALLla5h ot, 5&;*9, of ', 0& 43*e, vVide Off Ridge Vent ,Attached to Design Pressure: ALL Date From ALL '..'Vocor Deck Date To: ALL C tar c raf-W, Rldge Van tvviith Per rnanentt "Baftle Nlir;Mwn _16 Rauce Slw?, Nwiviat 4&k3g:, 6U3R. I2t3112019 No Yes No WA or 1 3?,V39, Ohde Off Riege Verrt Attached to je-k Florida Department of Business & Professional Regulation Florida Department of Business & Professional Regulation page 1 ".1 Building Codes and Standards Florida Department of Business & Professional Regulation Page 1 of 1 w Building Codes and Standardscziaf Building Codes and Standards 111pi'2017 Product Approval Applii:ation Detail Product Approval Application Detail Product Approval Application Detail FL#17202-R1 FL#2075-R7 2290- D-, at Date Pending ;568-R Code Entity o Date Date Date Pending Date ilm yar_tiIp E'li & Ligp-alt 11-11at2L91 y uLurted LU_8@Lr_0_y_a' &22LOV §=APA TYDe Versio Manufacturer wd By Corilact Engineer & License 'Aglidat Validated Submitted FBC Approval Approved Status Revmori 211114 Lomarrno, mo Anerev Csnei James L Buckner, P E. Stev e a li'll j r i c h, P E l),511 V2fils - I �3 115foi� 015 DEIPI U2 Ql,�22% 0 15 Au p ro� ed gRa ilt� �Iem;o I ri r -quium E-lainmr & WC-20 Sy zq'U W at ya-ligalig 2& Mill §MpgLiM 22ke ft=q FSC 82proval 2& Approved status Affirmation 2014 Florida Metal Products Inc Clark Jones Mitarrii-Dade BCCO - EVIL Miami-DadeBCCO-VAL 0=712015 02r27(2015 03109re.015 Approved Category: Roofing SubCategory� Rool Acteesoriesliat are an PE,31242 (717) 317-8454 Nifir-matiorn Z)IA -."Plagin Nianua(1uring, LLC Gregory Darozels Karni-Dar:m BCCO - CER Ted Berman, PE 0511 '1712015 06f17/2015 06)25;LV5 Approved Category: Rooting (904) 783-8400 (786) 315-2590 rots rat Part of --he Roofing Systemcateglary: R"ifitc- 87' 2 -S620 (305c) 86F,-4707, Subcategory: Roofing Acoossiories that are an clark@flamco,com Compliance Method: Evaluation Report from a SubCategory. Roofing Acoessoi ies that are an gadiral-Isevoliagiri.corn Integral Part of the Rooting System Fy-,rda Reg! tered Arrahm", or a Joersed Florida 'ntagt al Pe r' (-if ih-e Roofing SyoVTm Compliance Method: Evaluation Report from a Profassiona Efl Compliance Copi lance Methoa, Certificating Mark Lar Ustinq Product Evaluation Entry FL#2075-R7 Products LILE7202 R, Products FLOIC�5RS-Ri Pr; dact_s _Lurarlce Qadirty As, A rovedforLive Appricived.ror Laix- 2t-sma Quality Assurance Approved for Use Approved for Use Impact Design Qual"Assurance, ApprovedforUse AciprovedforUse, Impact Desig Product Model, Number or Name Product Description contract Exonlatiorl Date jr. HVHZ outside HV Resistant pre'surp Prciduct oescripbon Contact Expiration 0 in HVKZ Outside HVRZ Resistant Pressure Seq Product fill Number or Name Product Description Contract Expiration ate in HVHZ 2MtgqkEyHg Resistant Pressure A Dec%-Ar�- DA-4 J Pi oflis, Pr)!Yp-apyllerier pj-w't�c' Raof vem 'k) y"S No "? ZrL7 5� i Hag,,,rl,#:�Rl CdavrNj Van! Tile Palo "Onttation, pi%oduct for tile Torifing applie'adons 04,1002013 Yes Yes WA NIA 1 RV10 RVIO ALUMINUM RIDGE VENT 01131(2018 yes Yes MIA NVA MnLa6r-ally A;Ttacbeo w P.Y,'vood Deck -mr,01idge,&#174, PRO Verr, PR-:-­-N rAicilider, Piislvc, Root Ridge Vent Me-charically Cv201 No Y;�m No --l"A65 Ana&ed to OSS or Ply%vuod Duck CU i CD Florida Department of Business & Professional Regulation r Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Pagia 1 of Building Codes and Standards I f9p- 0 1 jyt)p Vqrsjor. Mgnufacturer 2=ct e CIS - EnamiuAiMR&L 2-22 29k yalidated §g_bLnl_fted 2ALEMU FOC A rovak LIM 822:roveLf Mates Product Approval Application Detail Revis:cll 14 Global Frmection Piodu,,t�-,, LLC Tirn Robiraon 'i,?ValteTAr "llilt jf, E John Vv Knezcvi_Lhl PF 015JD612:01 5 04,24<201,� CE411112C.15 AnLr-wez' Ficrida Department of Business & Professional Regulation Page I of I Category: Shutters lS541689-7,545 PE-44167 (95)' 7;-6224 Building Codes and Standards SubCategory: Sto" Panots fm "consonia9ppFrit corr, FL#7849-R8 Compliance Method: Evaluation Report from a F ki.-ida Registered A' rchitect or a Licerloed Florida Product Approval Application Detail Code Entity or Date Date Date Pending Date Prcfessional -Engineer cu Type Y2Ljjg Manufacture contact r priameer & License Validated BY Sutra- �'m� Validated -I ea F8C A w I REm gL Approva-0 Stators Revision 2014 Borst Roofing/ Monierl-itietile Thomas Jemmett ICC Evaluation Service, LLC Gay, W Wa I ke r 0 A' 1 GF21 0 15 ORI2512015 DW201201 ArVcnipri FIL41 W76-R3 Products 0 Category: Roofing (00221269-2288 (205) 854-0160 AkLr2_vjd fqr U 5e yUjo- QU - t L_ _ RAG r wn EryflpL or Date Date Date Pending Date SubCategory: Roofing Tiles thomas.jernmeett@Lboral.co, §_e" or hUMe PwuctDescrftitmn Contract ExjpIL&2L= ill Hy-UZ 2gtilde. �JYKZ R2�1§jMt Zr_essure Mimi IL-M 2-111 11 L C t t _F a r 22hta& gionty-&-L-10222 Validated By Validated Submitted FBCApproyal Approved Status Compliance Method: Evaluation Report from a Tin 1 20 Galvanized Steel Storm PaneIs.1HVH7' Ciarrug-ked Galvanized Steel Flanoic retained 1 21v� 1,120 17 ,es Ycis Yes A Revls�on 2`174 i.,lo�ai P:-iviucts, _LC Tmr R.,hiraon WaIter A. TTit Jr, PLE� John W Knozevich. PE 04)2712015 04!2412015 05/01,12015 O6f2312015 Approved Product Evaluation Etifty or not, by tracks. to provide hurriosroa protection_ Galwgory: Sbutrws (9541 O39-754S P___4A18 -1 (954) 7726224 FL#7849-RS Products 94 Gage Galvanized Steel Storm PaneIs1NHVHZ Gnarl ated i Narned Sl Stj:�rnri Panels Tenamed 31 l201 7 ornot ty, tracks to provide humoame protection. No yes yes P'"A LC Suateory! F4ibrir Storm Panel g '-'ornpliance Method: Ejaiva-'or Pelportfrom a Seq Product Model, Number or Name Quality Assurance Approved for Use Approved Product Description Contract Expiration Date In HVHZ _p for U 0 utside HVHZ impactDesign Resistant Pressure FL#15076.R4 I! io,Irk� Req,�.eled Prchitect u a Licensed --sorida protessional Enp-leer 13 14 Saxony 700 - Shako, Slate 4loml Split Shake Saxony 900 - Country Slate, Shake Ump; Slate Fiat Profile - Stockton 12/31(2018 Ray Profile - Henderson 12D3112018 No No yes Yes I'VA N?A NIA NIA Code iykt �Ler5io Ma n t_04cly na EntitV o C2.21dist Fnaineor. & License YINIttilk 22!E Date )�RLdatecj SyLoij!jed ka-tepend-M FBG ALErq vat 1�_aw Ammv�(' as §tL_ FLIP15088-Rl Products QualityAssumnee Approved for Use Ag2roved for Use tin act Design Is Saxony 900 - Country Slate, Shake, Slate &amp; Split Flat Profile - Lake Wales 12131,r2018 No Yes I'VA NyA Revis on.- 2U14 Global Pforecftao Product,, LLC Tim Robinson Walter A. TIH't J(r, RE, JohnW Knaze',LIC"ll, PE 12121 r201 A i2lTt 016 Vat oveed §M--# L�.2. �uclftdol �Ngmber�®rNm-- 2_re2&tjrADescripboLj contract Expiration in. HVHZ Ojdisjdelii Resistant Pressure Shake Category: Strutters (954) ,ia) 7o4jr PE-44167 k9541 GPPF,l%5R;CCHUTT R-SEME52WO Coated Polyethylene Farm, Panels retained by tracks 12131/2017 No Yes Yes NJA 16 Saxony 900 - Hartford State, Split Old English Thatch, Rat P-dile - Stockton 1213102018 No Yes NJA NJA SulaCategory; Sturm Panels or direct mounted to provate hurricane protection. 24 Shake, Slate, Country Slate Ville 900 Medium Profile - Lake Wales 12J3112101 8 No yes NJA NUA Compliance Method: Eva!uat tion Rerovt frorn a Porids Registered Prchitaot or a Ilitienced Panda W 25 villa 9w Madrum Profile Denver 12131 12018 No 'fez NVA NIA Professional Engireer U) CD 26 Villa 900 Medium Profile - Stockton 12131f2018 No Yes r ',Yk Ft-R4 Product-,, §j2g-#- Product Model, Number of Name Quality Assurance A22ro'very tar Use A2kt Presduct De cript9 un Cents r Ekpiratran Crag In HVHZ �dforUse Outside HVHZ jimEact Resistant Design Pressure 710 Gage Galvanized Steel S'torn'i PanelsfHVHZ SmirnPaneis retairied 121,il,12017 Yes Yes i'es Ni", or and, btracks OL proride hurricane prob"cucri Storm o ti V 21 24 Gage Galvanized Stp­4 Storm PaneIt-ifPvHVH7 Comugat-d Galvanizel Steel Parcels retained 12r3171 f,lu Yes N,A or rvt by fi ac Iis tea prcL de prae0ion > 0 L CL CU Florida Department of Business & Professional Regulation Page a 1, 0 Building Codes and Standards -+--a L_ Product Approval Application Detail Florida Department of Business & Professional Regulation Codes Standards Florida Department of Business & Professional Regulation Building Codes Standards :Page I of I Cn Q.- Building and and 11912017 FL#12856-Rs Product Approval Application Detail Product Approval Application Detail (D U) Code En i or Date Late Date Pending Date ICU Type Versio Manufacturer 0 By Contact Enalneer & License Validated Validated Submitted FBC Approval Approved Status FL#1 FL#1505-RS cn 'Revision 2014 Toym and i�-. untry 1 nduafnes, Tom Johnston Frank 1. Bennarda ORLANDO L. BLANCO, 0412912L15 04_,12&Q0',5 05/04r2015 06 51 Approved Category: Shutters Subcategory: Stourn Panels (954) 493-8551 PEE-0D46549 RE tornotc-alurn com (30-55151M531 C Paai!R� 'UM w ter submjtTed 291_6 M 0 F @�c r3olved il;2_ alut 2W ­12 T. Y2. 1 HUI_ KaftLo_r 0 Ct VRj1dZSa gy !L.M- LauiaiILLURim RM 01le VaUgm jLWjW Date E'er F§C 6pl;M- __I RM sm < Compliance Method: Evaluation Report from a Florida Registered Archite& Licensed Florida N evv -1014 Al. Ararian Shunars, and Glass r-lui-e Sarbiert Frank L Sennordo,RE Jorge A. Ronne�arta P E _-15 -.120- 07l05f2r C, C7�10 ­",15 -C 0,5L', S! A por rov e d RLvis'or� !20" 4 iTVi, GwI6'ra Coirponerts G .Jivasode 5 r-jart Lewis 10C Evaluation Service, LLC William Rit- Ranieri, PE 't 0312 03112012015 Approved 0- or a category. utters i5BI1 712 985C PE-Cf;,49_549r (954) 394-8521 Category: ffl4.71 918--,473 (407)681-1917 Professional Engineer SubCategory, Storrn. Panels rru%!-Ioi F L#I 2856-1 Products Compliance Method", Evaluate,-, Repoit from a rs.corr. Cia m pi ia nce Metric a 7 Fv a= oatior, Report fron i a Florida Registered -Irch.-le-cl: or a. Licensed Florida 'Rr."ju,-.t Evaluator, Er[liiy Number QualityAssuran Description Approved for Mae in HVtZ Outside HVHZBill= pr=L3,14 Professional E'ngjneer FL#1 Pro`s_ ICU S_# 1 Product Model. or Name 0 050&quot Aluminum Storm Panel Product . ription Contract Expiration Date 0 050&qual Alu min urn Storm Panel with Optional 12/3112018 No Yes Yes NIA F L#1 7869-RO Products Qi2liDL Assurance Apj2[2vvjA Lqr 4is Api2naygg for Use iiaact Destgn LLI Clear Panels QualityAss-manse Apffoved tor Use App wcn!ned W Im P 'X'_ogp P�-oductllloiet, Number or Name Product Desocriplic, Contract Ex2iratlon Date in HVHZ Outside HVHZ Resistant Pressure :E 2 &quot;Safety Edge&quot Storm Panels &quotSatety Edge&qui Storm Panels, 12131P-018 No Yes Yes +5,*/-54 Product Model, Number or Name Prod ut�t De.s2 Contract Expiration Da,-, LI-M _VHZ Out -side HVHZ Resistant Pressurin i I �,A' RCG Hig'npr. Sno rigth IN &arnp; S1, Corinev_ol- Ptote 1M112020 ye's yes NIA NIA ,0.018-Uu*t;&quot Steel, 0,022&quot; Alum (Pert and Non+er�, Polyca,b (Full and Hall 22ga, 24g-i Steel Panels 22ga, 24943 Sveell Storri Parry 1213112017 N Y'-s ye" NjA 3 i� 3" RC12 Pirge Plate 1 -1,V ISICG Trulo4 Meml Conio."iw pliat-� 12131 f2G20 kwal Can nectrrPlvte 12f_111202L) yes yes Yes yes NIA NIA WA NIA < Z yea +10al-100 3 24ga Steel Storm Panel 24ga (0,0�232&quot;) Steel Storm Panel with Optional 1 Z3112018 No yes 4 'To" K-'G du, e kvor'CcrrnectoT pla-te 12131120720 Yes Yes WA 1,VA Clear Panels z 4 Aluminum Hinged Storn Panel _050&quot Aluminum Non -Porous Hinged Storm 12/3112018 Yes Yes ye's NIA Panel < SHEET NO. PA 1.2 CU (1) > 2 2 0= ICU IM - Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation a� 1 -4- -1-4 0)0 U) (D :t=! Building Codes and Standards V5P2 0117 Building Codes and Standards e, r,1 Florida Department of Business & Professional Regulation Page I of I = CIO — (10 C/) Building Codes and Standards arzot7 N —0 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L_ 0 0- FL#2197-R5 FL#1644-R4 = 0 U_ M ICU Code Entity o mte Date P=2 0_0 M Date 91991 =MaL 2aLe 2 UT DZI -PenicM2 p P Me 0 Lo— I= VILsJ2 ManuEWuEg C28w sneer & License y .glidated By Villigglu Submitted E139 ARRQU21 jjRRMV9.d aaNs Iya yg-w millaidW-u-r-ex Y2lljda Validatqd §V �J MUR-rRXE.1 &PzPxe_d aatug Date Date Pending C/) 0 > Rev. rsion 2014 MiTek Industries, Inc- David 'Wer' ICC Evaluation Service, U-C ICC Evaluation Service, MaW2015 00fl 11,10-6 07,10 b[2015 Approved Revismn 2014 Boise Enginper4�,d'Xood Products R o f t T a vlo; !$_-C Evo.uatlor ILLC APA The Eogineeed C�Q712015 0S'0&2QI 06102,'��015 Approved impt V a fo -Li_4_fq r t q_Ee r Qgntazl tng ingtr § Ljc;2nU y2figgl9d §v yalidated §M4MjjW4 FQC A;)RMv_al 80provel E L_ 2 Categcxy. Structural Components (314) 851-7480 LLC, Category: St-ructural Cornponents (541) 826-02W Wood Association Roer v, if;rp 2014 im Enfim'k-'ed. 'wood Prodrx% Rol-_rffavlo' 10C Evatuaton Service, LLC APA -The Engineered 051272I5 0510164'2015 060212015 Approved U) (D Q. SubCategory: Truss Plates dv&-rt@mii-cc>m (205) 599-9600 SubCategory: Engineered Lumber robert1,ayIoT@IbL.con (253) la,20-7467 Categoiy Strue tutal Component; (541) 826-0200 VVwd Association J=_ U) CU Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a z:ubCatagory: Eng'neefed Lumber roberttavorabc.com (253) 620-7467 Product Evaluation Entity Product Evaluation Entity Compliance Method: Evaua6on Report tom a FL#2197-R5 Products ELEIW-EL4 Products Entity E�jL6_4_-_R_4 Piro§i�=. Quality Assurance Approvedfor Use Approved for U ImpLac Design Qu t Assurance Approved for Lise A Fact, Ct 22iLMn seq # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure a-e-0# Product Model, Number or Name Product Description Contract Expit-abon Data in HVHZ Outside HVHZ _ Resistant Prassure Quality Assurance Approved far Use Approved for Use Impact Design I M18SHS 18 g2- super high strength truss connector plate 12f31M1 7 Yes Yes NIA NJA I Versa-Larn Larnmated Veneer Lumber 0110112035 No Yes MA hJA 5 # Piz duct E4odet,_F4um-0eL2Q_r_Name juct Descr"lon Contract Expiration Date in HVKZ Outside HVHZ Resistant Pressure 2 Mir 16 16 ga. truss connector plate 1213112017 Yes Yes NIA NJA Aljc, Joist, 'Al ad & qu ot: I & q U at JD ".ts 01101t2035 No Yes NIA NIA 3 MT18HS 18 ga- high strength truss connector plate 1261r2017 Yes Yes NJA NUA 4 MT20 20 ga- truss connector plate 12/31 t20117 Yes Yes NIA NJA. 5 M720HS 20 ga. high strength truss connector plate 12131 t2017 Yes Yes NIA WA Search Cutter! Florida Department of Business & Professional Regulation "'jae I or I Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards Vlano­17 FL#6627-R,3 Product Approval Application Detail Florida Department of Business & Professional Regulation Page I of 1 Code AMELOU Date Date Date Pending Rate Type Versto Manufacturer Contact Engineer& License Validated By Validated §gwitted FBC Aggroval Approved Stands Building Codes and Standards 1!9'�2017 Revision 2014 Weve, haeuser jim Arrder&Dr, ]CC Ealuadorl Service, LLC James A. RothinanL P.E. 07f0612015 051 � 2!'_')u 4 5 07i3012D15 Approved FL#168-R7 Category; 5tructural Components (25) 024-4084 t608) 839-1344 Product Approval Application Detail SubCategory: Engineered Lumber linear, Code Date Date Date Pending Date Compliance Method: Evaluation Report from a user corn,Lyp-e versio �'Aanuldctumt contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#1 M-R5 Product Evaluation Entity Revision 14 C AS 7 -C K_�­(-7 JSA_ Inc. C r a Kj Pa m no Nfiarn;-Dade BCC0 - CER Miami-DadeBCCO-VAL 03/16f2015 CO2'4=1555 =1 8420 IS Approved FL#6527-R6 Products Category: stwvwral components (813) 6,-1-4541 (86) 315-2590 Code Entity o Date Date Date Pending Rate SubCategory: Products Introduced as a Result of cpa";nuanastcrete cam Type Verslo Manufacturer Contact Entlineerili, License Validated Py Validated Submitted FBC Approval Approved Status 2gJaMAUEAaS�e Approved for-Usis Appro cifor-Usp Im pact t,ew Technokory iRevis:ion 2014 Weyerhaeuser Jim Anderson ]CC Evaluation Service, LLC James A. Rothman, P_ E 0'7iO&2,Dl 5 05li2i'2015 07/30Lr2015 Approved San # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Compliance Method: Cedification Markor"isting Category: structural Components (253) 924-4084 (608) 839-1344 1 Level Rim Ekwd Structural C.0r)POSite t u n er or Oriie.nted Strand 0361=17 No Yes NIA NUA FL#11,58-R-i PoodwAs Subcategory: Engineered Lumber jirn.anderson2Qmayerhae 2 Microllam LVL board Rini 2oard 1-8minated Voneci Lumber 031-511201 7 No Y'i's N,,A rL,JA Quality Assurance Approved for use Approved for Use Impact Design Compliance Method: Evaluation Report from a user com Product Evaluation Entity 1 Parallam PSL Paraile't SIrand Lumber 031161112017 No Yes NJA N, "A re se # Product Modet, Number or Name Product DescriptionContract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#1630-R8 Products TimberSirandl_SL Lamnated Strand Lumber 03,'3119017 No Yes WA _'�A Hgr', Srrength'noncTFte Lintels, 4, 6 8, and 12 inch owde finters. 05/2112016 Yea Yes NIA NIA Quality Assurance Approved for Use Approved for Use Imp_ag Design FL#6527-R7 FL#150-RS 8- # Product Model. Number or Name Product Description Contract Date in HVHZ Outside HVHZ Resistant Pres_su re 929i ti or 010 _Datt P n L_d jM Date 20—d' Erltrt)f. o Date Pending I Tit 110 Prefabricated Wood 1-joist 03t3V2017 No Yes r`dA NiA Type Versig Manufacturer Con lact En id tad _qineer,& License YaL_ ya Lid J itted -Aki Aatmi FBC rovirl 8pp Np2craved L iru�i iyl�& I t�dn2jaaW vr Validates P U i ne e[A -ate _ajid ated 11211= yalid. 2M rUK EEQAPR- St 2 3 T,11210 TJ1230 Prefabricated Wood Ijoist 03/31t2017 Prefabricated Wood I -joist 03/31 /2017 NO NO Yes Yes NNA 1`1"A N1A PVA Revisiont 20 14 W0yerra4P,'WSe1 Jim A ndp,son IOC. evaluation Service, LLC Jsme!� A. Rothman, P E 1 Ci,"M /2016 1 Ci2lae2016 I I h14�2101 6 Approved _�ersio Rpviior� 2014 CAST�CRE-,F USA hirr _LLqt02c Crag P�mn_o Miami -Dade 3GC0 - GER Mianno-Oade BCCO - VAL 05/0&2016 041291'2016 05i`Q&201 5 Approved 4 TJ1360 Prefabricated Wood I -joist 03J3112017 No Yes NIA PV A Category: Structural 'Components (253) 9224 4084 (6Dj 830 .1344 Category Structural Cornponents (813) V21 -4641 (786) 315-2590 5 TJI560 Prefabricated Wood I -joist 03/31r2017 No Yes NIA MIA SubCategory: Engineered Lumber jim amderson2@weyerhae SubCategory: Products lntroduceu as Result at spa a Casfcrete Coll, 6 TJI/5600 Prefabricated Wood I -joist 03/31 =1 7 No Yes NIA 91A Compliance Method: Evaluation Report from a usel"Clorr- Nev,"Fcchricl-gy Product Evaluation Entity r, Q m pi ia n co Method: Certification Nlwk or L isting ELtW2_7-P7 PMOU= EIR2-#�s ProdlaGts Quality Assurance Approy_qdfqrUg2Q A jWLqygA fo tae 1_ impact Qg -,Ign Quality Assurance Approved for Use Approved for Use impactDesign mgljctM,q.geI, NumbergrNaing Expi[p_49L &lq in liyH Contract s.P e dyF9 291u_ Re5i2tl Em%iaua' WductModel. Number_ort4, LIM 2 Product Descript _q Contrad Expiration Date in HVHZ outside HVHZ ReMstant Fre5iii-m CIO I Microllarn LVL Laminated Veneer Lumber 03131 I'2017 No Yes MA MeA ,)i) Stren5th,_,oricTetc Lintels 4 e, P and 12 inch wide h-els 0512112017 Yes Yes N/A WA 2 Parallam PSI, ptirailel strand Lolrcet No Yes NtA rL2A 3 TimberStrand LSL Laminated stTarld Lumber W)31 12017 NO Ye, NIA `__'A M 4 TJ Rim Board StructuraE Composite Lumber or Oriented Strand 031i3112017 No Yes `1iA board Rim Board 5 Woyorha(DUS,( Rim BoardOrier�cd Strand Board Rim Board 03t3l/2017 No Y C�5 NiA NiA Cz (D C Florida Department of Business & Professional Regulation o� Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards I Lit 7 Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards Van u 17 Product Approval Application Detail Building Codes and Standards 119/2017 Product Approval Application Detail Product Approval Application Detail FL#5450-R5 FL#1774-R4 Code Entitj or Date aa- to Date Date Pending Date FL#1 1383-R4 Iya vol-sto Mantirfacture Contact Engineer & Ljoense vaii[ALttg BY Valid_qtect SubmLtLed EK 8k Appr2nd stetus Code Entity or Date Date 2212 Pending Date Revision 2014 Pc,&erk Stee I inc VAFam poyeem ��urven'K Schauh SAMUEL A. 03f2el/2015 GV3012015 06/Z�2010 ApPro"ad Code Enti�y o Date Date Date Pending Date TV- yLr_si2 Manufacture Contact Eno ineer & License Validated By Y&UjIg IQM�AtW E§P UZovgLf. &pZavilid Status TYPQ �Le_l­ il 12n —uf,3ctu rer Contact Engineer& License Validated BY Validated Submitted FBC Approval ApProvgg Status Revision 2014 Commercial Concrete ProductsInOr Robed. Gillis THUYH HUYNH Florida Engineering 07L/03,i2015 061241,1015 n8000015 081i2a,2015 Approved Category Stru-crural Components SubCategory: Products Introduced as a Result of (6-32) 4-37-1,160 PE_W501& GREENBERG, P E� Revisier. 2W4 , -'�v�ers Steel Inc. V111IL4m powers Stever. Schaub SAMUEL A. 03t2612015 03 M2/2015 03f"Or2015 06�2212015 Approved Category, Structural Components (813) 659-3707 PE-60122 Solutions Nev,, Tachno," Categoryirr€ ucruf-,l Components y6021 437-1160 PE-60�.Mig GREENBERG, RE, SubCategory: Products Introduced as a Result of precastgator@yahoo.com (352) 588-5311 Compliance Method: Evaluation Report from a SuIcCatsgoy Products lntrodckd e, a Result of Ni'Ll) b0Wr_ts5'1k"sI (813) (345-0160 NewTechnology Florida RegiOerc-d Architect or Lice -sod Florida 'E-rw Technology Compliance Method: Evaluation Report from a Professional Engineer Camplianc* Method: Evaluatron Relpma from a Florida Registered Architect or a Licensed Florida �:orrda ragrst&ied Archirtect or a Licenssed Florida Professional Engineer FL*5450-R5 Products ,ducts �nllr­ey FL#1774-R4 Products 2gW14AIIR!4nca Approved for Use ApRroveg for use InIn a test n FLAI jQ3-R4_ETdU,:tS 9PIA Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality A21urance ARRM� �for Use AP12roved forU Im Ra Design I PSIbo),41-T, power.,Sleei linipis are, fieid assorribled lintels 0I;27=I N'o Yes l`L•rlk r a.A Quality Assurance Approved tar -Use Approved for U Impa Design Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure c-ar-sisting of preformed steeifintels combinedwh Pr2gM&t Qysgriptign Contract Expiratign-Daft in HVL4Z QMlilillift H YF�LZ Reaiatant Priamure I Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 0512512024 No Yes NIA WA ooncrete masonry units, grout, and steel reinforcing I Po-eiBOX8 Lira is 4 ors Steel Lintels arerie assembled consisting 01101=17 No Yes WA WA of preformed steel lintels. -omDined with brick or concrete masonry u6ts, _-.,out and steel reinforcing cD cn (D O LL CL c ICU M < opIM w < SHEET NO. PA 1.3 ;_ r""*\� �' \ \,, �TRJNTY I ERD . CXYVftPte ofAuttrorhotion,99503 . I January 1, 201S RIE: Crartificaltion of Indeplandence, Rorildbit FJLC. Rule 61020-3 To Whom It May Concern: This letter serves to document the following in accordance with Florida FAC. Rule 61 G20-3: 1. Extterlor Research & Design, LLC ditfirif Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial Interest in any company manufacturing or distributing products itevaluaties. 2. Emricir Research & Design. LLC d/Wa Trintityl ERD is not owned, operated or controlled by any company manufacittring or distributing products It evaluates. 3. Robert Niensken, RE does not have nor will acquire, a financial interest In any company manufacturing or distributerig products for which the evaluation reports are belingissrued. 4. Robert Niensinern, RE, does riot have, nor will acquim a financial interest in any otheir entity involved in the approval process Of the product. Please contact our office, with any questions. Sincerely. el"-��"` Robert Nierminen, PS Florida Riet No. 511 go Vie* President EmA robertmernmenCtmanyercLoont EXI'MOR RESEARCH& bt$t#N, LI.C. d I lil a Trinity I END - Corti Reatii Of Authorization $9503 HATNI 80 Yislar way - Suits 200 - Seattio, WA 08104 . In (206) 467-0054 - PI (204l) 467-5040 gAgri 343 Christian Stmot Unit 13 - Oxfard� CT 66478 - Fz (103) 262-924S � P; (203) 262-0263 6.3.3A Hip & Ridge, Option 1. Shadow Risige"O pq!-I� !-a-l" F4wl5- 0 -w-Suly. che linew"re'*fivot A�ffiaarsodr anraois 72*4*gmdc*pkm - 6,331 Allary " a . 4 ft re, killer 6 or US alft Am as W and Pollak Aunahowish, O � , sasisaere Notas� For ASTM 03161 - C1334 F, use BASF Sonolastic NP I adhesive or Her" PLO Polysirethane Roof III, Flashft Sealant In secondaries with manufacturter's antructioris. His A, Ridge, Option 2, Crider crest-, cedar Crest, IR Use two fasteners per shingle. For The starter sturigin, piece fastener 1-inch from each side edge and about 2-Inch up firam the starter shing4a's oxpo$44 butt edge. For each full Cedar 0*0 shunder, place f"ttmers 8-5/8-inch Lip from its exposed butt edge and 14nch from Each side Edge. eateries Research and Dea" " 4WWWW,yAv*wkWw#MM HORAL ROOFING Build something great- � BATTEN INSTALLATION 6 Battens are to be fasbaried through the batten and through the plastic pads, Locations of pads am mariced with a target on top of the batten for ease of installation. Pads are located 12' or) center to Alow 12' or 24* on center as required per code and mof design. 0 Battens are to be lastened to the deck with omosion-resstand lasteners. Batten fasteners are to be ad nails, #8 - 2Arch wood screm at 24minch on Carriers, or 2-hch long 18 gauge staples with 7/16- inch crown at 12-inch on Centers. Batten fasteners are to either penetrate 314-irich into the met deck or framing or ff=Qh the roof deck Whichever is less. . EBS consurallible save, risers should be used to insure proper "atton of eave ties TILE INSTALLATION Basic wind speed less than 100 mph and witti, a mean roof height of 40 feet or loss 0 Fasten filesto We battens only. Tile fasteruierrs must completely periedrate tfarr, batten. but not penetrate the under"nt, deck or firemit-irg using ft following recommerithadfastenortifigths� owwwowaRoportam4m-" a -144 11 a Revehinfees/w2ass pailescifli Basic wind speed 1 00 mph or greater or mean roof height greater than 40 feet. 0 Roof ties mum be attached in accordance with the "Design Considerations for "gh Wind Application' in Itse Tile Rocifing institute (TRI) Concrete and CAw Roof Tile - Installation kJanual for fvl�oder ate Climate Regions or the I'loricia Roofing and Sheet Metal sgookation (FRSAYTRI Concrete and Clay I Tile Installation Manual. 4 Tle fasteners are to e4lI penatraN� 314-knich into the roof deck or frarting or through the roof ded,,whroboyw is lees. EBS USAGE RECOMMENDATIONS Cedarlite, & Madera 4 120firear feetwher, courses are 9.25 to 140 mches Each bundle eq,-a% 0.8 scluares). . 130 linear faetWhen courses are less than 925 Irches (Each bundle equals ,73V Squares), All other Iles 0 80 Inear beef when courses are 113 to 14 ir--hes Fact, burictia equals 1 2 squares). a 90 Inear fast when courses am 12J to 133 fthes �Eigch bundle tapats 1.01 6 square --',, Usage may vary de;mnding on ble course layout and adjustments for roof size, f-NV1-*N VITERM REMAiRCH & DESIGN, U.C. Cer0fWaft OfAuthiff"no #s$0 ", 355 CHNISMIN STREET, UNIT Ila ",�TRJN"JERD OXFORD, CT 06478 PHONE: (2031) 262-924S FAk, (203) 262-9243 EVALUATION REPORT Certatriteed Corporation Evatwom Rew 35azog 05-1119 18 Micros Road FL5444-M Marivere, PA 15355 Date of Issuance 09/22/2005 Revision 9z 03/0612015 songs; This; Evalusition, Report is Issued under Rule 6:1620-3 and the applicable rules and regulations governing the rise of construction nuaterials I It the State of Florida, The documentation submitted has been reviewed by Robert Niernmen, P-E. for use of the product under the FjbI Building Code and Florida Building Code, Residential Volume. The products dekorlbed herein have been evaluated for compliance with the Sn' Edition (2014) Floods Building Code sections noted herein. Dexquirnow. Cartalif'reediftsialsaltRoxglingShInglem Loam. Labeling shall be In accordance with the requirements of the Accredited Quality Assurance Agency noted hereirs and FBC 150713A� Coweturn Cosigualice This Evaluartion Report is valid until such time as the named W)Dduos) thanges, the nifarenCed Quality Assurance doc-umentaticon Changes, or provisions of the Code That relate to the product change. Acceptance of this, Evaluation Report by the naraed client constitutes agreement to notify Robert fifileanineir, PA. If the product changes or the refernarwelill Quality Assurance documentation thaners. TrinflyrJERD requires a complete review of this Evaloation Report relative to updated Code requirements with each Code Cycle, Ativernsimeam The Evaluation Report number preceded by the words 'Trinity I ERD Evaluatitict' " be ditit$ayed ln advertising literature, if any portion of the Evaluation Report Is displayed, then it shall be done in Is entirety. hismicrinion Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or Its distributors and shall be available for Irspectionat the job site at the request of the Building Offichil, Ttars Evaluation Report consists of tagers I through 1 Propelled * a, I � *f; �.' I or 'e"' , % ." . -� -7 �'- 1 't , - PE zl-��� ror , VIP i� *VA �- Z'/ I f V%%OiAnk-1sMO"ft-.d.�db1�4*OO-1 , Ribbeirt LK Nhemliterk, P.E. N '1' � A _Mwims. 1MO.---.-a-.0a,.W.4 � - �� \%�� 7 pe. � Flicrido RWtartion No, S91ft Flonda DCA ANF-1983 i L*.W oO,- sir�'OaOat.OtOi,.�sn,n-.�.� %�'; , 1.*Ah1n-rAOO.OtO-.4.O-W14* CurnwAresocalsommigion 1, TrmftyJERCI does not havih. nor doxis it intend th acquire Us will it acquire, a financial interest In any company mansifissiman or dkt)riWthM products it evaluates. ZT TrinutylERD is not owned, operated or controllorl bay, any company marsuNicumnif or distributing Products It evaluates. 1 Robert Nleminian, P.E. does rot he" nor will acquire, a finwidat interest In any awnpany manufacturing Or distributing prothumi for which the evaluation reports are being issued. 4. Robert Werrunen, Re. does not have, not will acquire, a financial Interest in any other entity involved in the approval process at the prodwt. 5, This is a building code evaluation. Neither TrInetyIERD nor Robert Nilinflnen, P,E am, In any way, the DestilreIr of Record for any project on which this Evaluation Report or previous versions thereof, islwas Used (or perrififting or deftir guide noe un" retained specifically for that purpose. (-'V"'� k N-11 \JTRN1-YJERD MOANG SYSTENO EVAIJUA'DOW 1. scam, Product Casoffterin scrofing sula,Cistasosyr Asptsaft Shingles Compliance StatemerAz CeftaO`reed Asphalt Roofing Shongles, as producird by Cerbain"reed Corporation, how demonstrated compliance With the (bliowiffig sections of the FW14a Building Code arid FWida building Codo, Residential Volume through tossing in accordance with in-- hillowing Standards, Compliance is stmiact to ther kistallartkin Recturnirments, and thortations; /Conotbons ofusesetforthherem. 2. sm"MAKS'. ftwo YSM IW,25, R9K2.4 anye.1 P,W.,Tr.s ASTIA 03,052 2009 15071231t Agx5 1.6-2 w1od qiislstaft�- ASTNI 08:161, dav& P "go) 150,72�7-L FSOS-16�2 wk'd Recutanas i4 7 sa iF 11 I Sk Gns H 2008 3. POIAMM 11ft kainklialm IfittlesdIsill on UL MT izsoj ASTIA 03161 941096.k2 01AS11999 UL (M 1.740) ASTM DIM griftcre-AX 11/2it"195-9 tkiT T 170 ASTM D31al WCA327W MIM M- OLIMri7en ASMI Mal WCA12M 00,'1-6J2(KB UL (M 1740) ASTM M161 (5NK'2g'47 10��w2cfu UP (PST 170 ASTM telUl WAII329 0512411xo� VL ITST 1740l ASTM D3161 WAS-'�" W, M112054, UL (TST 174Cq ASTM 03161 05NKD7(W1 04115/2005 Or �TST 1740) AS7M ralsil ffiNKL6778 051117"Z1505 In. MT 1740i ASTM D3161 15'47M6779 0,111119r-10G5 411.11ST1740i A", D3161 "-K14smG OsA4205 ut"ST17401 ASTKI OW61 0sNKZ2aW 06=4005 OL (TST 174q ASTM 03461- 4.94 001201005 VL ITST 040) AMA Dn-A 610ILQUI Oo/W110i id rrsT l74o) ASTIA 03161 & OS462 0964-M-113 0/134-11009 OL ITST L740i WA4 0346-I W04413W XG/0,117010 trl(1511740) ASTMV3161 iDCA.41303 Ic/0812010 UL rrsr 1740i ASTIVI WISS ux."13M 101211=0 UL MY 1740I ASTIA b�l 61 Ir 64461 VKA44960 IVW2010 UL LLC (TST q6ZS) ASTM 1*161, D34f2 & D71" IMAA21"7 111211-IREVi in-uCtm,"lal X-Ve M15LO342 TFWZ.i16M 1-17iilx" UL Lu� frsT 962sl AtTiA D7158 1CAKR6d4 W-2r-dift,l UL U lQUA 96ZS) Qviftcontrol S."Ace C-Fli'maft. E.P. 07/0$12017 4. PRODUCT DoSCRIPTIM. 4A CT201, XTI 25, XTI K and XTI 30 is are flneiridari, randorted, 3-tarr asphalt roof shinglI 4.2 Carriage House shairire*' Centennial skite", Grand Manor Shaflgkea� Landmark-� Landmatkl- B. lanrinraTk PnF, LandmarkO' Frennum, Landmark,* Irk. Landmiirlk� Solaft and Landinqrk� Souris ur are fitismuziss (vinforcad, laminated a5phak roof efunies. 43 Preskfaintiol Snake-, PsirkdentiaP ShalleFO IR and Presidential Strike Tl-� anO fibe,giass timiforced, Orrhini"V,ral asphalt roofshinglers, 4A ffztlmras-�, Fillibland State- ard lughriand State- Ill at- fiberglass Walunced, 4-tah asphalt motdringles. 4,5 Peeler' is a fiberrilm reinorml aspbaft roof strip-strmile (wrth no aut,outs) providitur a lamInifted appear." mrovSh an intermistarrit shadow line with cantr8uhrig bland drops, for color d ��ftrr ki", 4.6 Presiarimiul 4vesoo,v, Av�-ssory 'or Hattem_ Shcrifie Blnel� Shadovs Rvdrhll� Carl Croirf, and Cedar Crest- In are fibergass rehforced acressory shingles W hu; and ildge, InCtaftelho", 4�7 Any of the, above I-Ited shkillies may be prorkwed in AR (&IS" ricsistar,* versions, extedusa Research arid Dealer, ac, ovatudip"Itepw1`35321MAM CO,trinov'44muner-auras ng44%4tS At"W"'karl/0"11 no I of o I t--""/,--N i, N--,) � \JTRN-rY1ERD � I S� UlfirbanOlM 51 TN& Is a buRding Code evaluatida. N01hefTFhdtyJEfib nor Robert fnerni'mi,si, P.E ,na, in anv .aC, th-ocs�*Oefvf Record for any prorect orr wNch this 1�valvatlorr Report or p,#Pioo-vervi" vNvr,Aof� R/was z--d fvr vorm-tti�,.atkr design guidance un[e�s recan-red specificallyfor that purpase, 52 This Evalwation Report �s nor for ussi In the HVKZ 53 Fire Classification is not part of this Evisluatkin,Report, ;efet to c�qriint A,pWovad Ro,ofit4 N4."Wis Directory for fire ,ratings arthis PrOduct SA Wind ClasuficaVon: 5,C1 All sl'Orviles noted herein at. ClamiRed in -cotda,Ca with Ffit'[Abrr� 2597�2,7,1 OnA �rt)052 6�1 to ASTfu D-�161, class F aontror AM WISE, Clags P,. firr&:aVirrg the shinges are amelptablo fsrrus i ' -�Ofl ahnil nnies -rip to V,� - ISO it mph (V�*194mpihj- Refer to Section 6 for instalratiorr roilrurements, to mesit ibis win,dratin- SA12 Presidential Accirmcry, Accessory for Hattems, Stank indire, �hado. lodle a�d Cedar Orest I'm Is ridge -'Orriiin� haw been evaluated In, acconrldribir wei A.STCA 03161. Ciac'- F whiin si*p sonorastic HP I adf*ske -, -wriket ft, Polyrinatharm Roof & flashimil Sealant, appi�cd as Niseciftil In Crarnrfacvffisr�s oppi4cation instrutnrin,, ir-lurz-fi,ty, the shingles are acceptable for us In all mrid'orsen uptov�' 150tripi, JV.� 194 r*'�. SA3 Clasiifi�atfonb,iA'�TP,107158appi�estoexr,a5j,o,catego-,-fBv,Ca,WaboMrThe�ight��6L,I,-koritr,. Cgr4latfor)5 by a quaidard desiss proreirhorim me required "w tonciftlors; Crutclde these lImstations, COntact the �hligic marrufac: ... e�f,,,r,Ula.,�*.,tlfirto.V_hAb�IOL r 5143A Analyth. In acconlam* wish A "T D-7158 indOotes the nr,.Pas4red .Olft Pinkstonct (it-,) for the certaIrfriios, asphalt roofing slorlgliw- fared In SectPon 4 1 "Ormfgh 4,, exceeds The Calculated Upkit forts, (F,� at a maYin,din des�gn wind need of V.i - 150 mph (Vv, -� 194 mpt� for residen,fal buddit,ris located hi EKOaswe 0 cohrilliwis wth .no topographical vari;lor-s (Mgt teTrinn) hay4sit a mean roofheigirt L'scUrfrioreers,*i1to Whiner' Theirhinorisartir perorrislNe under Code for V�ixallation iritharse- co,idiunins uq'ngth-- Installation p�oczdvrtrs dislatied in W Evakration Report and CestwnTsiwl miWnuirl mqutren,-�ts� sub,ject to niwniimm codifeed fafftenog rew&emtntsest-aWMedwAhingny�Dc4lik;,I,dKtV,P,.h�hs�wglmkepreced--,�m. 5.5 itil prollum in the toe asse"Fli-4 sNM hou- quality z5sivairceaucit'- in arcordance with tile flelda Ru f1ding �'Q'Jo Pm� VAX- Role, 61G,10-1 a. hisTArramorn 6.1 Roo -deck �".undedkymanl andfisuen�is shall 4*rcofy mth "ac 1537�2 / R905.2 ardthe svongle m,nufacturts's �;�minimum fild"ZZ 6.1.1 Underrufnneat shall be accembni to Certodn'Te,ad Corporanlon arrd sNil hold current I'losida Stannsidt, Product Approval, or be Locally Approved piar.Rale 6IG20--A, verIBCSectIgns ISW,23, 1S0'2,4oTW5'13' 612 Installation of asprialf shnilue� snail comply win,. thc mnuilactomi's current pukAishad iqstrrxIk,As� uni'll minirnum fou r (4) Mal is be r shil ilgle In aczwodaoce w Ith PX 150 71-�'7 OF '�Z&Cflo V. RN 5 L � �6 an d tte fri ntftru sn r'�q rc FVns e, � O; her 0 In. 52, Fasserien than be in occoichins, n0th ,,Prrufactuner's pabl'ished, vreq0'ememls, hot nor te�s than r�OC 1501-2�6 w P0352,5� Staples or- not permitted. 622 Where tire Prior slope icezeeds 21 units verucal in 12 sir�tts hotiCo'nal, w's toe �Slrep 'rupe' dima-ion" 63 OcrtairOfcrod a4-funt shirtiles ,ire accept'-'Ibie for wo In Tr"'oof haq'�off) or iwx,,v apep,i�onfm� ---tPeCIL to une 0mitatiorn, set forrh!n MC section 1510and C*rtaiffeed ptAillshod fnvtaIlat�or' Ifnitructior- Efurew Research and Design, usc� Offraliful OJAv;fO4VraO essur i`v*1Ja0en*VW13SnADr.lK-Se` its'144PAS rucaacnq-'Cap��rniI Pup 3 '41 -f--o (D (D I C- - . U) M (D O+- -0 > C- 0 2 0 0 =3 rN11-1\ 1-\r--,\ " -a Is N-1) k N-" 0 0- = \\JTRNTY ERD ' ERD 0 c:� o 2 5 1 63121 Hip It Ridge! shingles Ridge `-4TRNW1 = M -0 0- . 1119.1 CMT I Z'X-r=2 I ,:,(r, &)- K-rl 32 M - low 00 MAMA'. Ileft ovum M a) (2) 0) (-) M Cf) -6-4 t�,wtvk.r.dm"ot�qwm�k-.,=.�-ktftvfali ' = =3 M - '- W--* Vw- 11-4, hijbissnogigioriallaftair AM Dalsk ��Ir� Evnn fill-%* (D -0 0 M U) "' 'O' 04" Tgri It a "airvel. -*-tr-i* "' '7 T" L Uffift " -0 _a - T---- 1 1 r ffdia" 0 - - I (I) - - - - i - - - - : --- FaAmed 'I" L- - , �' i-, I , - - 91; SU'Z-1A RIGHT 0 OL = 0 3: i - I N" 5V - - = I - . ...... A - �-y . - W, V �. � ,3-Fe � ! � FWT = 0 U- - � "-, i I AJ."acs."i. 1 , LET CIO ....... t -III I z CU -- T "", , � "t'i7'==hvu4-W& (,I) I.Of . �-- Lf-i Aps"JI.-filt knollelow grAwollublilrd 'MAI, M 0 > '- � P'l�vl'4-0,A--&-w�OoDeel.ow-ow-**Av- -kw-irA*pp� , - 'k 1 PYO-17-I&AMW*4w '-- .Vww*�kwi#mutdrA*tt�wamoo*Aw L- � vilecat Cn (D L- "OO, CL , kk-J-'i -ji-non.-notritirsessiae, Note: For ASTM D3161 - Class F, use gASr Soninartic, NP I astralive - He" PLI Polyurettraric Roof St Flashmi; structiws� CU -+- Sealant in �ocordimoe with manufactures's ins -F- CIO '2 Cz 0- 6121i 4r, & Ridge: Cal V�'�%ie5 63's welall I a 1-- -0 . = U) < T'-�" -- ­ --ritors'l - " ,sre,y'� , , -"(�.- --O' *fL tap*m*-- SON& m I , - r , � 0D0--- - W � J-,"',' . 17� - -1 -'� ,,p, fif o , - � - i r I , - - . , - f 1'21 t'� ;�'! ' -': '.' Will AM WOMM SM - y- --- - � -ii r� , � I'. , I CAP - - -Erw, 4 '�� D'Ar IT WAk I" vc�o ,, a. �;J - �i� � ompoomm -110 a" Lfv! REJ4 -,- "Llo - *-'� Ch F�-24,�.-,,-AW�,Kmk,,Io..A.�f.wo. '��'I� - Pirelli C-P49-16-sh".01 , % , l' 'r ;�wo--- dr to*-- .. � tr -I" PS Do) AV- -4 -'V'*--UW'*hW-n*- 1 --Ilm 1 -)--I � I - L- - I Note: For A�Tv- L13ifil - OUS F, usa BASF Sonolaslic NP 1 3dhestina tILr Henkel PLO Fohivathafte ROM & Fla5hing fAt I Cd%4w) . 1*09mm rm FA i4 t C, -�2 s- aard, in acccrrdDinx- w"m n,anuIar'we?sbnPuKVo-'s- HIM 0 ft"33�*UOW"ot-"W�46~ Laumft'- --riahvizz lorgftllihafslarvd%alg��-'. LORA" $mum mosm VANWIL WaVAD Sit" to�&ul�mddm*.Oorgvwmftomwk�m�m waftailiseadfireavoixotuffid roftossuallarcroviall w WIV ,I, or- 1VAw,sd4Wt"-A'9#*- bArA=dM�%&I#Lt*&MUI&Ug*=IpMdM" "" I parro" -'=--� E M,Aqm"b,VK�RUCW*Fa�sw*mdcew*," kmb�*wsmk.kw*v"nftmu*4mow vi. 4 . r- f-fi-lt- - I"AWI�tmo*wftad�wl,a5w�)&=a*of*kLdir am P" Type tL apply r apait a wiliati Water Awe E � Ovarri�4j'aAmarinfroxieft"Weastonstowwr - '-Move I � I rohnimi-I.- - '- ff -11 bar"Nal. out comor am o shew ur to a, to trair tods Adit I � ) s E t, M --i - I XRO) awmtgm - T r- r 4 sisr - 9%" "Ourm 1_ ,,-,;s_ A ii.- . , l F morm -i i� 07-4- e ir- z �'�" UAL --IL I I- I ' r V1- - - " `�* ';i� " -:�` " � I d j Rms----mi! - - - �L- - ' - �N I marill we moo 00anly-00-A."bir MOO 1 Is$;- "" I "' ftw**i**-*-tAW4"#f 4ni,sae�"'%'4fi3OOQaaUwxC1* PH- Isis, --" I'm h* at- I - soollso-saf-beinlign, - - - - E17 ""'il I - , I 0 � -91 - - - -suesiftois-, ! TWW � . - � raw- 17�& Thor fi-hak, � a-af [a,, � - And-, o - --,V,A as, � weahroakAvaiihsawwa,sworrisuierawat W�J. ;;r I I 1 (lo" . I loolliftm - 09 z edenso, fuinasm�+ am Design, PIC, C1M1*-f�111u144`;O"0s1sr lival"Oots Japan I532-09'06-n lits'"I"s rississ" a,' asiromext froge4isfS Exterior Research and Vallis, UC. 41w-ftoAo-t�om Evaluation Repo MIA995*9 FLS444413 RUNROWSIOWW2015 Pap s as L I Walker Engineering, Inc. r-\I--,\ r1liclip"MCAM tec Eviduakon Serviefl, LLC M3 Rocemiglim Row (-,)o li N--) ("O wis"uRnbDiudowA EnrmmgUg%r Akb= 35235-2W \ I TP 20543"160 %'� IERD ERD 1EPA) -46>srdurnsftdot�susra� NIJ \4TRNTY \JTRWY1 $1W, CA 94W 1 1 1 = OA-1 $61-sr"4-41 - Noter: for ASTIM D31151 - Class F, use PM Sonotashe NP I adhesive or Henkel PLO Polysinatharre Rod & Flashing 63,5 6,3,6 fthlon Avhj-"o ARIPMAM, CWA*Msm r�* 5o1o9S44%4 I . Sealant to hand -Aral Cedar Crest shinges, Apply NP I or PIL adhesive frosis thes middle of the shr;Ws raised overlay - April 9, 2615 on tha top piece and ismanding approxintately, 4-frich along the sides at this hisuffia, along a fine % to 11-mch from LOVCMNDMMIWRM. axnat a* - - 1 IMAWF*NMvfft we rAft wAW.'e<-".<AS L . satin side 0 the shorgle's headlap, Imiriadiately align arid apply the over" shingle, gervidy pressing tab sides inm � I me FM ft" .1411marviea anaraftnmen, Orator P& �d r V r-'t-i"T*'4�.'r .1.-7W';'7 Da Ralsoe Ask nxsk� ]�-- Aftwasu, Sor sat, w t'-40-'i4 Producit Approval .A.drainivitrator in t a If a nve and Install rsall& To secure the other side, appff a 14nch diameter spott or NP I or PL adhesve W .a-' ! = . - � � . Apftl� doorlin.A.diniloM -ft --A -A,- -ir ki� � [ ' j. ' � betweeritheshinglelavem - - -- - r 1, Certification of Independence for Evaluation DBPR Codcs and Standards V. i I e W;.;; oOss, AT!-fivift-ift-wessis Drugs, nx aii so-& 1� II �- T� - � Suite 90 = " . ' I- tt�- k I .1 &--,Z.- � 'M --� - � - - r - '"' -41 4 -1 IwNwffimouwftm . - - � I L -C' F W -1 . W 1� t4i-'t�:��� I' 'v*i I I 1 4 - - I -vation 45&rvke� LLC Talliabbassege, Horida 32303-4759 L I I �- . . iolfl* ) - C --Ix� 'e;=4 �' - L .- ffij a ��4-- � - -?- -7zF :;�-' � �-J- , "4 ,%-13�"-W�A4,*-,Wo*o- 1=21= - I f. .. I I& " *00% Wl*.* **Itsk 00 4610hat M% iuia"-� - - F , 0) I G C Evr a I u W,40 n Sevvt ce, L L 0, d oe s to ot h ave, no r d cres i t irft n d to aN uke o r w I I 1 .. I'O- r9-115-rs`-Auo1�Orna*%h`- so-1-tilaosaw"gDaidi-but.Alsor �.� , K�-- "OiL 'r r I- I Re: FL7849-R7 Os a I', PM - '= , 'I, - � � / -Z�\�� , I , , acu t4e, afin��nr,ial irlrie� its any ccil-ruparyinanufacturnitiq or distributing I ".Oussa."Sia. 0%*"�**dftd*--&A6,nktfw"d _,.Z:L -V - -O' 4 --J-� e; ILI i eel M ii * inil *aAniihsar, W *e Mai sur a gk hA ffilp- I 1,� 45. ins TworA-Pro, Rabow-ii Sh A, .*-We �.iOOs HS'- -ki-+ , � , � L - . uwassARneig.""Aw. VAKOGuournievionn,"aasaisehionlee;4rea � sawng- !---I� products fa, whic ll evaltatiorn are issued. Dear Proded Appriesial A*n"$UODr twork isivadirsaftnuena-Analnoffift A10-11-A iAPJmr-o'-~ 0sa "f-viourr . . __� _ - gel . 613S.11 RIP& Ridge, Optorr 1� Actessoryfor-4rure," '%PIO'-'.OA--..*l"- f 2) IGG Evaluaficip Service, UC, is not owned, operated or con"lad by any I have compared the requirtiments in the following codes to determine if the new edinion 63A Proodentaltililke- fvl$deWsLlSboke'-!IfLftabitgAWShaim= VA"Tjoot�,amr..I.lg.l����d,�c�&v_,- tForripany marltdiactuning or distrbuting products it evaluates. of thew codes has revisions that affect the warmflicture of mnerift roof tik I HAS AD SVJWX AM swswft Fasw I,#, Was. --- k� baun, Nalifosadalaxweesioassiftaulaft"abLamilmu pur *To*% sorrow islis la see, lialipmaderru shealicard � I � 63,6,1 Hip & Ridge, Option L,r Refer in inStructjOns henpi ri for Cedar Creatll� Cedar Crest- 1R or Sharoe Ridje�- hip w'd f3) ICC Evaluation Seivice, LLC, does not have, not will acquire, a finariciall intifififesst I - Imillmoodosist ASillOw Cwk 2W9 ciditim to Ow hownwAmm Adlow c4liff 2012 1 seegrossleasabOic .Pler r"Osixalift OlisigamaintiamousiaraniAnght U& ridge shingles, ale"aigiahi main $am go raftsdiuses, 4*4 rou I- I I in any cconparly manufacturing or dist6buting products for which reports are e"011. !��I or- � . Abse kkb�ab***W week, air dmillaislisiltaiveraili I I I 1 6,3�7 putrwt- being issued - 2. latifirwadond RaWm" Code 2009 oblion to the hillimudIgAilitIr Re"will Code 2012 "00 ::---- ,---- ---- - I . Itew An nAmmo SIM mruw L TJ\ I 11 T I I � Lae F" sets Iss, shey met sidegir buend . .h. beic,e' I'-- in " � a I I t 4 1 * a k q r � M R 4 iu; t Hr r - 6 % �* Ou ii K Or M I,,,; I ' edition, - 11 - ;4�� J 11 i 1 2 3 I- ----- 11 --�' \\�\ AitivP - -hvuntPP,V m'w r in -an iwiris -, -sia his IM $4 we 96 j4) ICC Evaluation Service, LLC, does not have, not will acquire, a fman6al Interest 3. FkrMa AnildfAg Code, BUMAW 2010 edition to the PMriWa Adkft Ggd4 B*WW - . r-1 r--T - I' ��t7 I ,vali, -- In. 0 it imaleaud, Arin I1.5 som) SW-9 "Ji.1t nocft in any other ornlity involved in ft approval process of the ptodud. r eslition (2014). --I- f \ "Or 1 '-o--0 . .I." T or I L-Irl I - '��' , i . \\ - '� CAUTIOR, Eas-i . - .t rociling asran - -hnsk' X hbrk- 4. Flogillilir Buffififill, Code, Resildiligrunid 20 I 0 edition to the- FlprUa C -:�'.'- - -�.- ., � L '-1s:- 4 - Buffdft killer - Atowl" - -, . n OrAw 11 amsir now Poffito OtOwt P40V 6-fit fly W-P"-IN $"- A. shall, , . _:�� f k e:L 7-�- Ferran � re-z:7 ------- -------- m 6W. 5IF&M-4--7d,60- % \ an L-- - -- --� \ \\ I , RaMWOM 5d' edition (2014). . X ��'- Ars T -IT- i � . �'\ Riau, ac,t Ave" haeldeauf -4 assessor M A.F. �- 424 � " -t- Ar -11 I '�----- -,5;r i -\ r) /^1 I 4xvismaeoxion. W . . . . . r N I , The restilit of this compArision is that there are no changes to the newer Codes that afka the 63,41 Hip & Ridge, Option 1-* Presideritial Accessory Note! For,WM 03161 - Class F, use 8W Wriolisstic NP I adtfaseve or HerflI PLO posuretisane Roe &FIesinng riA 1 4 5i�. 1 ,I T k"..� ' - ---:!I -- J - U� -A-Awu'�� manufticture of concrete roof tiles. The only revisions alled the installation, requitentents which . Sealant in acconiance veth manufacturer's kstructorss. L -L-W= jiiw-� PUMUMACMWV i- ziw- �� runs, =--i- --, have no unpad on the mamlifitchire or qu"y of Concrete roof tiles FIesidatial ircessory AID& can be unit lat canting fts aid 6.,35,2 Hp & Ridge, Option 2 r Cut Hatt-.s Stirshis M" MM Shahm Molnian, P.E. - President - I I I ddI Applialterg" to thetidlili (expme no tuare dm 7'kom -.- W' -- flost"'Aim; Roderic ir'n-'[drans fi-ren WCOdarCrest-, CtdavCrestll IR, %a4ons, Rudgir- or%.8n&1ddge- Np RX Evaluation Steivice, LLC Conclusion: FL7849-R6 is in comptiance with the requirengents of Pkifilda BaUAW Gmik *a todam Edge of theilloot1h, thides eat accomoryeft we has. ; 00 ("nl F - and ridge shIngles, R-TAW edition (2014) and the F&d& BaUdW Code, RaillmW P edilition. (2014)� UML The wA be 14- Issig orJongair, so guirpertableor i i I �_-.� V,Z-N 7. Liuoruivr. . ddm-%IlatDfbedmkorenoewy*mg&edmkpxoknu � 1 0--ii-I III (40 Mar wo 7.1 Each unit shall bear a permanent label with the ni'lass!"Wres`5 name, ogo� city, Stake and ioifo of the Accredrt"d � L I -0�1�)I-�" "" �'�- I accesuffiroomesin tgodiderentshim-Ammmproductilln, --- - - -4- -1 - - - 191, to or ­ s. "I �" rM'mz� Binadelibitat AL Is IT x II Berthand, Dapoidom 9i141 I JSJ1V . � � � "� OPINIty Assurance RgOncy rote, I heiraln. I "I Cm Gni CP �-N�-�111� � 71 Asphalt shink, wraplarni shall �r&r�ie complienc, wAb one of it* recauked clairsdimoom detaNtcr in F&I latitt I Sirwerely, e . , .11 1507a'?-1 / RsO5.16.1. aceemorT I S-Killte Silb"Fli sitfoilo ;�11111� I . 'V�o�� 6111.Z& 00� No"; For ASTM D.3161 - Class F, use RW $orsolastic NP I adhesive or Henkel PIL" Polyunitharre Roof & Rashing 3, Sulineve Pic"Air RoquIREMEarry . Sealant In accordance with manufacturer's Instructions, F(lam 15�A CW mobassiAmnien 41P WAS L,ftv aili Alptu 15�&�, MrsUl"a qf mN ahv W -dHAM As required by dw Building CiffiCial or 4W,ority Navin Jarisdictiort In order to profser� evaulte the Insts4otio, I 04 this produc I. I 63A.2 Hip & Ridge, Option 2�. Refer to instructions herein for Cedar Cregt", Oadar Crest"O IR trip and ship slnngl� Note: Fur ASTM D3161 - Clas;5 F, use BASF Sonolartcir NP I adfinnive or Henkel' PLO Porotharre Roof & fUrshing Gary W. wailipI � , � - % 9. MANUFACRfia4 PPANTS- ,,,','r ", "'-"P"�' salanit in accordance Odin mamifactwer's instructions, � �L, ­ ­.,_'f�r`, Contact the narneo QA 'wmty for Fnfonflia*n or wh,Lh posatz prodow UOCIoct� cnavoeed by Fianita Rule 6icx-3 QA , ;�' � , , �' , '­ 1. -.'r"-�.!il, vedurrentersh, I �-'%-" .*�C'P­1"""�"�"";��L " , r . ,L ", , ��' I ZL'4<�N *� � L" - ' . ­ I rL'� �L �L' L LL . I .1 ' F� L' ' �' � L L - ' L 10. (Iturunt Assurtaria luinmrt "L ' 1. - L L L �� ��` , � ."_:L, ,oA-44S LL ' - ; , �,�'L�""'�L "j' '� L L ' L - , . ­ UL ULC� QuA9625; (43,zj 24Z-6409; karrn,hu,bmacr@�,,iu.rFM, -� ' ' � I - L%` '�' L, � --- � - ' 'L'L '� " � . -L,-� �� -jL� L L- ."_ . ' ' - , j�'-'�--� '_��t L � - - '� - , - - , f' L, 4 - Q, , � -- " - ' , " L "' -��', ' 'L" ­:,­ - END OF EVALUATION REPORT - Cf. Thomas Jernmeft, - Borat Roofing - 1932 South 5 1 H Avetme PhOeWk I � I L � , I ­ .�iAJIIIJA* �� T -- PW _ , ., .� , - . 0 . , 'J �' ., L-L� L ' , " - _ I , ,,, , � � . - " � .; � 7 - - CaUslar Remo it and Design, LLC evaluation Report Wa2ae,its-Air orsterki, TA"at'll and Is"W" 11C. rvall"Unnif"I'ves"US'As-Itf &raw sunrise, and tassirs, "L E�aluinhsn go"&, ssisr.masizus I III !Ili!!!! 111I11:' ll,:!I'':''�:�l -."�:'s- �.'� I � L : OftilciapqfAuSurbob-4ledial R.Sivaeas r.sdk-.,1,qfAoaOmwft.RMer rls�flir O"Am"'OfAi-O'Kin"O"Alow "SA44-ta m000lownwail 11 ::I;,;: lwm.l����!��n2�!111��:li ''! I � 11% , �'-,(:�'!-"' ,- -, Bovia"ihoalleivials RVPhM 91 031WIGIS Avokim v� 0,41oil'103s i -, '' I �: � � , I i �N' I 1 i i 1 1 l � 1 1 � 1 1: I 1 1 � 1 1 1 '' I 1 1 1 ''111 !it 111!1� I 11 111111 I �!l�111111,111,lliiiii�illi�l III' I'millo - - . - ";;�.-;4� ""'- P4267.1's Psitallafs ftP9'f1 00 11 I Il I � i � i'l,!,M ,� I 1 1 : '' . I L I ; If 111 , i i; I I i 11 111,; ii �.dMddlmlv' i I RIMEM --- I I I �i �i I I% i litir; 'i 1:; !I 1, sgl�liil l: mnmm�=--�� - , ,- --- I . - . . - - -' - -L-- - I emow I dilbronLwk, liustsd Istallor 2 Of It E SR-11 647 1 Msf Tt.k- AMepkd or-- Trualcid ,#'gig eft-isa I F-- L -- I -,- A"Mod ad _ Faillis, g of Olt , Jta-� ____ _ _ Papor 5 of i -'-% ; I �' : :� � " �: -� � -fAlRUI.--vii-EUMLOAM*S,WWjIK�SAXDVA"ACIIUMW�PACtUDC$ i - ��'�� �' I ,� �7 : q�`lt, ICC EVALUATION � i -'� � 1 %,77777 mar tift may be Installed win mortars trial am sincorinized be Designed to witheatial the iseradmiffnic %*A uplift 1AW 9 1-11IC terarl�kn,"k, W06full ANO VANWiArnt"N5, WaAli lCasubassoug, TAW* 1--TILE FACTORS AIM I" FACTOR RATIOS In a Cumern luu-tzs oviousbon recon Var use 0 coricaw Mixing in accomance won are section On usosap morov Ili- apislitanors- Inslanexhin of tons agav fffc�- cansuoisorderse; for ffo wind Appicitions in Apperax B mortar slet systems rated be in accordance with vw Dollar a T& TAIMSMA, WOM.Ow rranuaL The Friat IMES Evaluall1lon Repolt E311-1647" fraicrahickwer's =-ES avaluaboir repon W*W -'1XJ- open P--K defleflukrad 0 Isgulaill.iiii POf3 " Vow Rasfttnuno� ccr caught o me T ablass M tamo W of the TIVAI WA Installation manuat. new be multip" W the me factor MIS "od 49 autiledto haw" August f, 201`5 "I cadarbas 0 coebarnia Sell, madwas aing Madera rado, M Table 2 to oblehn the! required iseradynartric upW 71W � moment ft( a* Spectra: Mal tile laft trwAw It* walwAgig-nAm I "00) 4234M 1 (SU) 6994M A Suffigialiety of Me Infemahnnair Code c4urwa 41I ms ug;z loswom or 1110--se- rKs 15 WrAed to 0AL'ambet wooliname: win mismast W " toor ft tie isnescitplive wameteas of Table 15W 3 7 eat uldinale, iaklonerst, Wslent seleclact Arons Table 7A of the desW we'd speells (VOk) or 130 mph CM krA) or loss TRIANSRCA BvsUAo%or% Mention. mug be " to or DIVI '- 070003�-INERMALANDOM$7tW4E rinavemed and provide a wallet step AN roar nies am aral morin met Willies of 60 W (Mll in) or loss greater van the required aomormaniA open moment ad, RWYEOIMN oessignell! vft and" kw exlept for ft cedarift am As an akm*4e, on mialream 'furtach4hick M I mm) the isixieffic mar nie, be" inglargen. $NOR. 07 32 16-AtIoncreallor RW n1ft Millions pvfts hfingal Cdw% ceddes. are ~ applited orwed sow board or misifiran "j.-inciatelds 4-6 P"classmomboo to the exposed surface In a temenfM= material or mixed (11,9 mort) privow, a $00a ocirroaka-fostitiesh, ~ Mo." to accordance Waft Ibis arpont, it,- Borag REPOItTHMA3Bt Integrally with an W OW to produce a throullincolonad buitleaboad wood st", at the Center liesteries buie, may Rualing cancrebir FW Om we Clasis A lost cowitnils in product- §ORAL 11111110011111114110 AN mar Iffes me cured tonsad requinedstrenpliefte be Used In rare of led two nab requirrid Ior rocif slopes or accordance wo tec sectift IM52 aw W slmwft 312 and over IN screw Must tas of sufterst leapi to R9021' ~ nor ties we *"MW WKO a too tile 'it ma wom camm DIVIVIS, sum ISO shipment. Rodud dmVggm. dimenslaris and hsMW IRIVINg, OALUVMM "M penetrate ftut* this deck a neAkNOM Of Inch afflesive, insuabbion mum be in accordance wor 091 israft)- the bughboad screw "AM naire a Boant " vieWits am UK*-aM In Table I at M expert, Fool tile (M?59406 am Illustre"d in f"Ittare I diameter, or 0.138 inch (3,5 rm) and a tmd diameter of wwwiwraioaam prodes - 0,328 Inch (8.3 ffirri� 5.0 cmotlmsovusg amgmgAbE3L2m 32 Conctudis Roof 71111M The file may be irshilliall each battess Saftem kir"ort The Borm Roofing emossist concrete roof des described AT ear muA he nomirmIllf 141c"-3-saitr Much Each Re must V* repost comigir, Soft, or are stritaw ardbarmothaek to what EVALUTION BL4LIMr coniply VM ASTM C1492- The rod He is manuflecaffid in be faslened to Vie baten wft a sefilper woreiiisrCreashElL Is speclued in, vaosee codes Ishad in flectain I 4) of Oft me sairse, manneir as the Mo Oft descatied (A section a 1. bugellnead wood screw In the center Fistrifies hole The mpm,%MwAbt*10�to� OONW,KM ROM TLES: ATUWMS, BNKUOM SM exciept III M Isnorakilerloc"lli. The war tie Is designed SARCELOK4-WACTI COOK CEDARUTIE t screw must penetrate an batten a unninuum of '4 inth 5.1 Tbc movies mist beinsawso in accoloancewith ther Without anislior BW- The roduct desiligniflon, 6MMMM CMMWTE 00. CL"00 111110i ESPANA I BARCRMW and Instaled dry weW am Indicalifill In, Table 1. See (19,11 mm) but DRUM not peroltraft the usidestaymerat Ther repat ine- al"Cark code am am TMV-wa-A top edile of Ift line is �ned *M the top of ft batter, tb-MtAgn "out In t of a conflict beliveren re ESPANA Oft NOIKSTM SNAIM HMSIM - fio"Ifta"A l" 9 ofthistflo. SLAM KWMKk MADM�A' 71I Osom a I JL4.1-2 M2 we no me and IRC7 watainm at Essitaltatiers manesed and ites repon, ards report must " 111,11STALLAIRON BARCMMM 1111041A. SAXONY ILAXONY "k sMom theses ties Is *MW to the prescripi panisirelairs of TAW go"In . 70k SAXONY 9M &AXCW4*IAM &AXCW-SLAIC AA comma Jb01AZ or tive t8C and Section FM5-3-7 of We t9C, as SA The roof dexualig arid Pad framing sirshern must be &4XOW-COUKM SgA'lE- $MO" -NUT MiAM IDSMOM of the D" RDMV FW tile$ 0*0 be in SAXONY SPUT SLATE, SAXONY-11111PACT. SMONY Ift. awlic" f- bast wind Weeds RX-ord guall) of Ciesented far the appoislate beds odearreeted in, '100 mplin I Main) or less and mean W beRjhts of Accoulavice wa it* applicable caw. accordance wint Sea Conode and Clay Find Tile IWACT. SPANISH -S-, SPANISH -S' NUEVO. WJAS Indidlittion Marmal few fulacletailer Climate Regions dated 60 Alift (Is 28% nass) or less Air %* toe and 40 W (421wourtiorientsoorthow- SA The Euxw ROD" Concrete Fear ILES we produced at ESPANA, VANGUARD ROLAO VILLA VILLA Oft VILLA Match 2010, patifiefted by the Tie Roo" trisOft the maiard"Esig acrases spergesid in Table I ionic, IN AND VILLA SOMWACT W western SM$ Roottv contracighs, Associallart See section 4A-1.1 lorf"MOV ofsheathini; with sanipa a qualry'Contrat prowarn van Inspectons by CG�Es- #xtrobtafter refterred In as the TRIANSFICA Installation SCtPw 0 Roe or too d" for Mo WOI or 3,12 and 4AW- SA EVIDIENCE UIMTTED I.9 EVALUAIM SCOPE manual)k and "nized In KIR-M Except as Also- see $%am 4,4A I for Me irstababon, on botioner Data Ift Accordance high the ?W�S Atterob" Crigirta Cowvamm wok thir 11, 9, I] Coom otherwise notied In Hill repoet In cargo, 0 a c~ Isaboarria a 20112 and 2009 lishifirgiffixed &"v coo W) the knUMm manual and this report. SO report govem 4A2 M Otheir Was Exclept Cedeaft I (�A� 600, for (3" and Conctele Roof 'Cift (ikr-fba� dated room" Vb"M and "&on TW 116 report anill to TMN4I Installation linatual motif III[ 2012 and 2100 Arilerballboof ReMW" CDO PRIC) be wallable art the Jobithe at oil inines during tuu*gbm 2M2 "2.1 2612 W-1 rot gairrave desilit wind Weeds (visj 7 a IDENTL-=THM a Omer coon *ee $Milan 0 Q) Tree M& ties MIA be instifto on a minimum tax stpe Of Al2 (WAI Care mtW be tittent 4taft fed of 130 uph (M briftir) or less Hard mean roar "Nis of 60 feet (183 in) or less, Iles must be hsft*d In The Imidelifoo or two Ago me, extem for cedauft ; Flow ovaimaine kisbMm IT ensure that hisfizontal Joeft ate kept parallel 2 Fee dnsMcabm to the eim am vis" Paris are a 40 M4*s to ft accordance *SIR M pees:qipfive paramoteOir or Table Oaft� SM. lyladaila TOO and Magera Nes. Is NWWW 150737 or tie Mc For applications beyond These witt ate hautlefuhrefile or Exera Roofing logo figure 2� or a wenumfe5bume am 41 older to ratim kingorm Contact between the Oft prescriptive paraffaubars, the bles and the ftstu" the nam LIm"-twft sow himad Locale or vostrel- Sisloshl; trust be designed in accordance with Flipsni I or codeaft I C� 6M lundiam 7(a) 80C Madera bag, and proper 2 and appearance. AS cradaid &,ill broken rocif a %V641pifir offimuce filles need De replaced. LEE12I Desm Consitleratlixti Vol IV Veinal INEW an -Isr imighnind on We " rJ& or awn Ue Earn Le USES 4.2 Aft"ft Ut "OWn� App� Under Use 2012 IDC aid M (ASCE 1-10). "Lerig pAd most have a Nual bearing ft Sonal Rocang isagric: ft Me lJosiliniation; mararlartaring location " The Bond Ribbing amft W les Installed over SM The 9" Rading roor III way be Installed with foot We sheathing aae usisol as A toor "Nerinp In adhesbw BW are recognized to a current X�G,ES "" 2612 11110 Far be* wind Speeds (3-scitorell ") amposes; cow� sw moriber qWK4 (W filies por paw OF 100 90 (161 WA) ork-is so "Wain roor "M of periouctices dare; Stated we" and am evaganion repast accordance with Section 151352 or to BC and Section eiviagno" hoped fbir user, In concrew mexing tie RSWA of the IRC, 40 feet (12 192 mm) of less, tits neust be insliallied In numbeir (ESIR464i'l accordance with the prescriptive paranieftirg W Sectiora application; Sta"bir at ties Using Usage "yesive Sid " nesepwrAm sysiomis Must ne, to actolfiderce with the adhesive, R905 3 7 of ft RC. For apblicargolat boyalso graose $4 0114EIRCOOSS 3.1 lieftallactift Concieft PAW INC mainuter"nors Ice'Esilvalusibbo report prescriptive parameters, Me ON and tile Tasier" Ili adufflaor. to fte- room renounced IN Serum I 0. the sysmans, inual I* deagined in accordance w1ut Petuce I of Products #I Oft reircut sum eviduabad for cornplifence Win These mof Illes an Extruded islorlDell; concrete roof On 4.3 Merger sait sy"weent: F Desw Coroweiatilm W Hoh wind In-- requirements of VIE liplowkig coillm #W tw4*11 with ASTM C1492 and liefirlibill NKWkNV Albs Except "r the Vft SM Satelow SM Saxony sm, Applications, Under the 2012 IfIC; and MC (ASCE 7-10). s 2006 kilensubmalf MAft Codd' (IBC) On ft iterellbildinell fidgeli Of ft UIRS to rxgII liftell codarilleace"fite Ban am Madera ties, the flonat Roo" "= 2M IBC a" IRM Liss basic wind Weeds a 2005 Irriftelififivold Reekhe"fisit GaideS 09C) (3-secarvi Pust) Of 100 rnpk (161 lqwb) of Sisiss arid masin -lbreavid Appor 2"4 roall 4WO 4 RD kid (10 288 mmis Or less W The 16C or Tft B" ROOM contriebe road biles losieffied Cover . - - 40 IM {12 192 =1 or knis for Me mC, gn must be SON or speed sisaielit" me toresWiled Class A in iTALLIED DRY or:#Fusiowfilw� - TILE DIEUGHATION I WAIRIFACTUPROKi FACVUTY I LENGIN 010111 tp4 - ASAIII earn TGA 141f, 1014 7--no. ! Agames - Tasrunia 19,4 1614 voir. pamparx, 820"Hona and 9.5 17 13 Cnifir Wzw Barrokoa Poll 4-3 17 13 i.oletv Barcelona - grip"t 10-If leti Iii loir - 2!� Hil It 1214 Laaa Wallis � -C-4darfiloiCadartiefM 512 -- wt, - -- - - la --'' ESParraftsucial"_ _ 910 17 1"A' ---,-2!W I tapa" I Barcelona 85 17 121, Lake wiles Bosom I somehow sto il 12'1. Patent Baum I Boutolusur --- -- go I - 17 'A Rialto --l-awD�a�w�ew S.9 . 17 lirri. I fr.ft SM" we - Hvrm FIRE, 9.1 17 13 sw_�om mafta 9.5 13% t 3 Gliroy hod1ff2 M 71 lilt, 13 - 14011001 S 11 S&VOSOM 1013 lef, 13 pooffsh !-I_y MO Se2LE2Efth Th" ,8 7 a Aricism Studio �-C-Orvft�" __,I___ 10-3 ____L_ _!__ Itilt, III __ KAT ----tLx � avaq - County &wAke - 103 ---- -- - --- - -- IT --- - -- 12% - Ll� . Saranor - CiOurray Snals, ni-3 16% Ili � youn, BMW"-CWAWSL" V14 11 - izlh -- " Intel* ___.!nLO - �C"*y SpIt �94� _ 101 lee, i 13 K-* samar - English I bath IRLS IWI, 13 K* BW=W-BVWTM" 10.3 17 12% Riot, smairr-tingeshr"Gerh L I t IA tAke WaM .Z;. -- ---- Sexanir - Shake -ill Is I OF -1 - ----- 181h I a SM" - analre 9�5 181h 13 phoiscis" I ? 12% R.Ab;- --inm -ftat-- swmw - 311" --M -3 lo'A Ip liat [A," wtow - swinity - shaire, Be - I r 13 Downs - lle=y 9W - $win #'I I i 11 Lawwr scioncre, am - Sardar O'l I y 13 - sbocidix, - Saxony - mm -4-5 lolls 14 phom SION - ftIa . SM" - sees 16'a 1112 15,t, $a 17 17N -- Kw - - toaft UnPits - ei4* . IGA - - --- 17 1, - 1 2-4 LZM 'A'aida � BWAqw, 9" - awe -- -- - --- Irl 17 '13 � U-4-umv sasony due mate - 0-1 ; 17 t3 . Sweirkift Soviet 900 - Coorsay, Dust, als"I -7� -- .-- 7 T 3 "W"'On swarry �'slotv 216 17 1 3L Lin1we saxony - Comm awe 9.6 17 11 22� - SaDjoy-spit(wervestiThart, I go I ti is � Denna, - Saxony. " sh" � I io,a 1 17 12% Raxu` I Saxony - %0 shafe, I ICA I - - take Awas -- -- - --.-. Biala, - .... **MHF --I 4" Uo�s - locisom - Sao Isoat - 104 47 1 I I t2�, task Walter --- I t;iZ''v!ZT -�- ­71,7- 17 - 1-� -- abLmw - � sa,mrw 6PA - sm. 57- , - - u, - - 1-1- Is ----.1 . SWM. -- - 53 -, Ill 13 stacklon - - I za�w ?w - shsi* 7.2 t? 13 Sheridan "an't", 708 - SIM 7.2 IT 13 fitionsisir - � - - - ScO(k`ny M- split rhisiv - - � - 7-2 - t? 13 Slucklon . I - - --- int"W 700, - Shaka 71 --- 77 13 - --- --- ---- Blow , - sioway 704 - state - - -------------- ?J --- 17 --- 13 I itaxtervirro-speasuerhe --- -�' I 1z 13 Rot-, Sv,%,mr 000 - Shake . 0 � 17 -- fl H&id~ sioany Sue -'siata -,;;We 9-1 if 13 pArkw� I L--��� - .----� I lacurn, SM - shalo �- 4*?.R ---..!-, 9.3 17 13 --!t-2!� � Last WIles, S�Wry Mo - tNaza - ILL 117 Ill Lao WIMM - ---..� C'�' WI-SlanShois . R5 ty 15 to* We" a AK M 9 N - i 'IN ffb Y 1-4 raw 1 9�5 17 13 LAW Wines spatam -S� I R-1� to 111% - PMKPN� - 610fis iOOFOPINUlam --- Wg W& I'll, - - � Va_ - - CIA tir%, 13 1 POMO� - -1- -- VIVA - - - ad terh 13 PhDolo, - "La We - - - go 17 S3 RuAls, r- I I ea 17 13 Donrow --��Wd--- WTIA Wd � -I- '- 5�8 IT - ,I 11 - I BOW ---71,-,, -,- - - --- - F, 3 is 1�- 13 1 - stw*im -1- P- %IRA giri . � , -... I-- I - ; 9.S - I? 11 0 � I Stockir - I- vs1is 9-9 I . I,--,. -------1------- ---.4--.--- l61A I i3 , - - I Katy - . - It-- �ahx nue I-, - ,ii;;,z�;,:;7-.2---4-,-i2---4,-�. -,"' 17 --iI - � Waste I - , I " ! t7 414, 1 sm�w6m I !1-lt I I I? Iir � fbaft I f--------- I E-41-14"t wiir - --- - - ---I- - i U 2r � ' - . 13 n!�-� �---;'� - -- . --- �-;---T-- I I 0;,F, I r-- --, -J- ---;B!�----1--; T-1% I � I, .......... - - - - - 1-� - -------- I- I "', I r�ro� W _ 1"4�pcic j . . I 1 M '-1 I ::�ii� -------'1-:::K� , �- na'io� WV - r"Vwl � , - - 0i. - - - ;[ -1 -:-F-T = - --- - -- * 1 11400,11M - r-----�---!)-�� i-- I l it I -- -.11-1-- -- I 7, -- 1� i . Deaver 'Iss,,i "'�' I I I Re -"�- %--, i - ----7--- "A I � - Tact" f- - liiiis'Z . I all is'A la Tarnow i - ifirdirsnaad Swa- '.- - ry. I i3 - 13 - tamm oaalwor - iril"of � I 0.11� i 16A Ta mm - SuCary sra�- - to-s --2- 16"A t3 1 . -1 - 1 I � -4 Tactics, aw"r--r-11-ft -j�*� fo.'� t61A 13 I-11A- swxinv - Spe: alsial, 105 111,111,11, - " � - .. . "i , � 8� I -y-15puslax, 105 - - -- -%� - -- 0,0 -- - - - coo miommstawcwmo smww - SON Old �!ft las" Too$ ospeiiii. - 1-407 varquard Roo - ingue Imer Fisher) I Wd veto Otant IUQ t%umgftad Shake - HOUMSIOW-Skb FWM . sxww-knpw AMEmbaSMatAftftlexhM IV13 0-11121) - aparifth'S' - tZ5 0,899 $NNW IV K�om 1-144 ot"s Esparia f Barcelans ESOMOM�aamd=BM . Sam I wo issicitiorra - sweet - amor,two smwow 100 saxam BUD i_vs l,w4 - SM^ we Meadow $toe saxafersocaproadEng"Theasir vwow vo SM VWSM-' I I I i suowws-unwt )W facks 900 - I* faclar I BM So lonat or TAW 1`4 SEE 4.42ofMiSMOWMdAOWAUBC(ftTRWWZki I'M am" for udabomg ddaft '�' includes I* moriding poliss: SWAM - -" Vale so mile son silaile, couribur shasho. coussair shits, counny " - ervish thearb and SvKctd Eniabor Ifivich mr�.E.&-r�.--.iw--a-�-.&--�.9--g--v.qN.4F.A&-.i--A..S. - kazalod In, w,,k-, - rac-ir'Rin, inaamcdca. of an,-- - a:-.i,-' - - , - - F,'L St I O" � A�cfA..Uwrlw-..--dww.P,6*- M-f------Vl-)Wa..6.0-s.vb.lzc.r-.=. ,For Sn I earn - 25 4 aiffl� I pg. 4,88 xgftV0- _�S� 4 rn,- I W -� 4 _" , 'g,ur , 04W Tam 1507-3.7 or Me WC or Saction R9X3.7 10 the IRC, and 20M IRC ZQ RMP-t AN .0. ,:.W. 19 , - =ouielaroonselit novitwornaw~"awalfisdonrist mol" - applicow- Par appotagans tonfand In- P-00* M09010011 Foe Ini do%fibed In Seebahli 2 D thotaign 7,0 'inualled say WAW* ar ahead 0,4 a 3-rK-4 hasidus CulegW021114 Bow I 4610 parameliffir, the Ws and the fashurin* sysienis must 'AllibrieralonsarSoornriar . I LU MJ 0) C: 0 0 0 11-i-a (1) (1) (D = U) m � F� M > L- 2 'O CL 0- C: < 4--J M =3 Q) 0 Lass. 10 a) C C/) CU M Ill CE"I"S I- LLI ---- U) � < Z: Z: < -J CL SHEET NO. RD 1.0 am a EM116017 I AAWWO&YAWeptedanclInualled nnehaav-Such rWrrr-Tur�M a or Is I AID91NIddy6nadardThislierf l ar li ESK-11"Y 1 ,Naar WM:letyAce tea'snU iruseed t 8 aP 18 Eft -ma I ita�r ►14 h' � anR 7nrs�d a �s`'ta E -9 `P I k s p A [ra' atiri irusYe6 lQ of 10 10' EVALUATION ""A roll • llAtfhakMB MINa.a+a sa asw a.. v.msnirx ' NrdidhteA a,n A� i-arc frwaf-Lela ° VICE NCC-ES Evaluation deport ESR4647 CHC and CRC Supplement" 7ft Mli suglecY torenew€ AMW art 1, X15 {UM 42&ease i (6e7) as941ws A wry of Me IrNematiawaf cone ca+rrr09 r omsKi4W. W 90 00-THERIMAL AND MOISTURE PROIECT14N 'Sratlorc (tit• 32 49-0onpMr Roof To" REPORT HCLO13C - INORAL ROOFING 7wa RYINE [:amity Ditttila'SuTE 1N Cups aw.wmrr � 1 rbr+-ems MRY041ECALIFOWIIASMtl-26310 arM ihrin EVALUATION y4i)T6R-1�6 r Irri rrrNr ;t#t#IfaYNA a; • g T: 1Y4saar s.>.«r 1ra•+.rree Mae. �.. � Rf%1F iR�i; ATYJYiiTi, eARt�V,O!lJ4lOS, 9ARCEt.ONAr-#�f1OT, QAPRI. N.17ElC'MLYRR178 pp CLASSIC S 0. MISSI SLATE. SRCEL' NA. R IfITRY AXON , SA ONY SPLIT SHAFT, SAXONY "ll. S Ak7E, r-SNAKE. Mi1nMcRlk 7N, MISSION S l BARCl1A, ROM/A. SHl1CU11Y NNi1tA1NY N@, SAKONY TXR StoMlY � IAICONY-fb#NNB. " - -- -. - SAXONY SP1137 MATE, SAKONY- MIPACT" SAKONY 906-d1�AOT; SPAMM, S'" , SPAN ISH S NOEV'O. TEAS ESPANA. VANGUARD ROLL, VILLA, _ 11t1.1.A� S71, ir9J.lA Lisa lWD'9I'8.&.A f9Ul�'AR""!` 1.2 EVALLIATION SCOPE Cornpiaece wtial the f09D7r(1fO r w aid Bps I ewelra MardaM-iirrallrf AiiYt ■ 2010 caftm a l ing Cocile von. e*.lerc oar *—W--sow Ut m ae.nr-MtPrrr ■ 2010 CocYe era fmr hw r "bob. A s 1�riw varroa-e.aao SpyOiM•Ytre�wo PropartlrawNurietC +spa=� 4 MBu®r WiliMw - 2 Fire 0 Weattiff fmostarlce I —TILE a rararn�wrat 2b comenlaarrfldrry70oda(cso The Boral Raoerrg caruele red ties descrbed in the mapkr report ESR-1647 may be used Where a class A roof owAff" ., Mrarw•SAMr4'11ilIM eomp"V with G'BG. Section 115115AA, a class 8 roof Covering colrnpiytng *0 CDC Section 11505A.Z or a Crass C Seer -.. - Ins Udu covehtg conpl g with CBC Serbia I5051.3 to rationed, provided Insulation Is in accagance with Me i mule r report and Die additional c4 15DT.3.to and t511 ortiecBc. „ * ," the Add fMr.1 rr 5c reel n me teEWtirUUdtolr or new brMdYgs IocaYnd sparWill Is also irr accwdarce with the maift � F1a�lek 9everty Torre witlYn orate f.rrrrepr[nwr RataMft Areas or any wMad -U r orlr Mtlenaee Fire AVM, provided report Surf she additional requfceAheNsdSections 7MA.3and 705Aafilrei24C. " as rawelain re.:ad.afrt CO& fartal i ken hdWs env rxaua ore The Boral Roaft cAncrofe mar Was described in the RIw report EM-1647 nit he used where a class A roof covering Irhe perm � cnnhpying with CrbG SeCUaft R9O2.1.1, a Class B mof cover" eexsrpy0g wsh C� Se2ira11 6�2.i.2, a a Class C roof �aaew matr4rv. covenrg cony" with CRC Sedlon R9021.3 Is raWkW, praNded WoUdOWn is in wcadance With the maser report and the additional mcluirements or Section R9M3 of the CRC - The roof Mes may he tried in the construction of rrem buildings ImMed M any INI9and-Uirban Inlerf ce Fire Area, 8 also i n accordance wfot tie mashm rrrr.ruxrrr r URE 2-4110MERLIFETILE LOGO OR ROMAIG LOGO R32T5dthe CRC. provided report and ire adWionN regtarmhdas M 3ectont FtS2T.1�.1 and 4--TILE lP.t.US`TiL4TKW 4 t�4wanaedl R611nE 1--TILE 9.LUSIRATWO11115 Tha pm�dacb reta d in lais Stipp lesnert have not thorn evaluated W war Sre llkmar HN alonrlan64*bw FirAW 1—TILE ILWS RATIONS JC*ft AW* 91a7(aoe %aDe. r 1--TILE a r U MTRATiONS ICawannraal This supflemed er pies eatcure n9tt Yvan the masskrreport rid .holy 2013, revised Apo 2014. 'Arland Aad11414 ncarzv.rrr�.a�.�+.a.n.mrr.�a.wf•r.r.r.trwrrer...�ye�.rr...c.....�,.r.rs.r /,�L «.r«Aws�..e�fs,.++f#r,swrr...+....VrY.wrr...lie.rirn.rr.«rrrya7ds�r.erMeawwirs xLG. +a.+r«rra�rtwts �'t/�iP oryanw+rw t Nwa. r rn FL#; FL52'19.3R3 FL# FL5219.5R3 FL FL5219.3M Q r�p� Date: 4113115 Date: 4,f 13 / i S !�* Date: 4 / 13 / 15 FL #: FL 5219.3 R3 C.../UCIC fr.•�inem ir� �� �a idol Page Report No.: 2 $-sRve-5-55w Ea �L p t� Report Na.: ss-iss-310 r 5•saw 8i Report No.: ti38-5rro_s stxY ER RpaK No.: xs i 3s 5xw-S56w rr u K 1 Page 3 of 3 Page 4 of 8 CBLICK Engir�ing Page 5 -18 QERVICE StrLJM T_Vc9l �Q CSUCK, Inc Certiykate of Auttwuatt oW8W � StrLJt�' _Kc5i CSUCK, inc. Lert*ote OA Aa%=Its #btto`4 - r=h_L =t JF'� e - CSOCK Inc. Certufr0tee#authcvea�t-ram ,1� �t't�°dl E 8'i�r` -X3 CBLICK Inc Cerrowteof AuthorLatim #&IX4 - ICC-ES Evaluation Report ESR 1"-f FW Supplement" 5PG`c:k5WW struc=11 Jrcm M CSUCr, kw.. � ofAutf"radon#W" Raismed J;* 2003 TftnapnrtisstdodAD,anewsranW&1,M-5 Evaluation Report 1 (s«n 4234W i (SM A &6sidwyof Ow lrWnstiorall Code caunce Performance Standards: The product described herein has demanstrated compliance with: rr rr Manufacturer. TAMCR t;Crmpanentsll+Aaterials i?loge Vent: stanrlartl Off Ridge Vent Standard Cuff Ridge Vent with Permanent Baffle for Shingles • TAB-100(A)-95 - Wind osid Find Griven Plain Resistance and%r i eveased (fry Manufacture,); with Permanent Baffle far Shingles OMSKM0700at-THERUALAND MM$7UREPROTECTION Metal Roof Assembly 4h ndspeed Resistance of Soft Ventilation ,Strap and C'orrfinao s .hickness. steel Installation: Installation Method: Section:07 32 116w-0400mle NO Toss Product Name; "Standard Off Ridge Bent with Pis manerrk Baffle for Shingles" intermittent Ventilation System installed at the fridge Area. y,,eEd' stren8th: 2ti gauge (rT�irr,) (Refer to drawings at the end of this report.) . fiSPC"H LDElt Manufacturer' t • corrasion Resistance: 50-W rein, Product Category: Roofing Code Cornpliancea The product described herein has demonstrated compliance with Florida Building, in compliance with Fl?C Section 1507.4.3: * Prepare deck opening by trimming any shingles &Halls that may interfere eORAL ROOFING Thompson Architectural Metals Company (TAMCCt) Code 5th Edition (2014), Section I PO4.2. " ASTM A792 coated, or with ridge vent installation. T57AQYINECENTER Dry SUS 1N • roof cement to the underside, bark and side flanges of the ride vent, IRVW OAUFORJ4A $SM # 5015 E. Hillsborough Avenue Product Sub -Cate Roofin Accessories that are an Integral part of the Roof System As'!`n+l A55y' 9tt galvanized steel 8 gA�t1lTe4 05 B eS Y Evahr 4t Report This product evaluation is Iknitec to compliance with the structural regr iron ant Cement should be a 1/4" thick and nocterld 2" onto roof undedayment. r >msd�iem Tampa, FL 33fi05 scope; of the Florida Building Code, as related to the scope section to Fonda Prodirct (Amensom Z4" (install cement in compliance wkh manufachtret`s installation guidelines.) i>al t 8{7d 248-3456 Approval Rule 61G20-3.001. Width: Position vent flange beneath loosened shingles and align with deck opening. EVALUATION SUSJECr ( } compliance Method: State Product Approval Rule 61G20�3.005 (2) (b) Height: 4-1/4 " Attach vent top and side flanges to deck with nails spaced r o.c. and 1-1/2" r War€ous: 4`, 6, �, or i0' (nominal) Utrdtatiu and • Scone of "Limitations and Conditions of Use" for this evaluation: lengths: from each end. CONCRETE ROOF Tt.Ei: ATLANTr$� BARC130NANA, sA:bCaaarA-aPAirr, OAPRI, v'+a r "fX.iTE got, Florida Product Approval PratfuctJSystem "standard fifF Riga Vent with Permanent Baffle for Shingles" Conditions of Use: This evaluation report for 'Optional Statewide Approval' contains tehr=lcai • After fastening flange 4a deck, nail and adhere loosened shingles with flashing CLASSIC tN. MISSION ! sA1�.ONA, ROMANS AXON Y SAX HOMESTEAD S SAX Nf7STLA�N.AI'W SA O NY-ptia, Description: Steel roof rid vent for shin roofs mechanically attached to PI lei, t Permanent Baffie: MAD®eA 7A0, aNSStON S 1 6.ONNA. ROMNA, SA1tONY, fAXONNY SMO. tAltOtfY TAA, SAXCiMtY Nil. SAXONNY- # FL 5219.Y3 R3 Y Plywood documentation, specifl�tians and installation methods) which r Nude cement. Apply flashing cement to exposed Hall heads and wherever flange SNAIL, wtO1Nr-41.&M sAXONtr-ODUKTRY SLATE, SAXO NV -SPLIT VAOXF, SA]tON Y-.9PUT SAW, SAXONY and Conditions of Ilse" throughout the report in acr_oldan thickness: Steel edges meet shingles. IMPACT, SAXONY N9-aPACT, SPANISH 121. SPAMM .I,.. NUEVr1, TEAMS iWANA, VANGUARD ROUL, VL A. Limitatiaras VLLAMM. VIILANOAND VILLA011 IMPACT Florida Building Code Stir Edition (2014) Pmduct Assembly as defer to Page 4 of this retort for product assembly components/ntater`lals & with Rude 61G20-3,WS, Per Rule 6IG20-3.004, the Florida Building'Yield Strength: 268auge (€.Sin,) Method: 2-8 Evaluated-. standards: Commission is the authority to approve products under 'Optional 5tatuv�ide Corrosion Resistance: 50 ksl min, install the "Standard Off Ridge Vent with Permanent Baffle for Shingles" assembly 1 A EVALUATION SCOPE applicable Category: Roofing Approval'", A � ' codte lance with the installation � met) sinsta this 'installation described Oeayiianorr whir tlha tbtaar9rg ry: 1. Ridge Vent with Permanent Baffle fn •..amirllante with FtsC Scotian l..,Q7.4, 3: a A�TM.h,lDxeoateil, or oilers of FdC Sth Edition 2a014 The • 2010 Iowa $ • t pn fgcgpgljg atron outside 'Limitations and Conditions of Use, € herein Is in accordance with the scope of this evaluation report. Refer to eawtangcaad� Sub - Category, Roofing Accessories that are act Integral 2. Fasteners Rule 51.G20-3.tW5(1)(el allows engineering analysis for project sWcilie ff A` is A6_ �*�l gai+a tixe i stee. ■ 2010Aarldir&MMCott-�tliw" Part of the Roof System 3. Roof Adhesive approval the local authorities having manufacturer's installation instructions as a supplements! guide far attachment. yS pp try g jurisdiction in accordance with the i:.anSerxs,rtns`. Propai>i.sevalvalast: alternate methods and materials authorized in the Code". Any modification W€dTn: 6-1./2" • Fire classification Product: "Standard Off Ridge Vent Support: Type: of the product as evaluated In this report and approved by the Florida eight: 4" s vverrrer remstance with Permanent Baffle" Wood Deck Building Commission is outside the scope of this evaluation and will be the Lengths: Various- 4'i 6. W, or 1W (nominal) Referenced Data: 1. TAS 100(A)-95 Test ■ "O up it iesvaXrrce Material- Steel (Design of support and its ant ehment to support framing is outside the scope of responsibility of others. PRI Asphalt Technologies, Im (FBC Organization #TST ID: 1556) zo PURPOSE OF THIS SL4WLi3MM Su Wood Deck this evaluation.) a This product shall not installed on roof mean heights greater than 33 feet_ a, ; Report # LVn-007-02-01, Date: 7/14/05 PPa't: 8 i:asts.... This supplement Is issued to irtricate that the concrete Roof Ties described in ft ma11, report E€; R-1647 cow" Wth the s This product shall not be Installed an roof slopes less than 4:12. P hse: Ridge Vent to Deck 7 Quality Assurance 2010 Flionde ButAang Code-Staft and ac 2010 FX00 SufdYrg Code- i who; designed rid klstaw In Desalpflont • Refer to applicable building code for ventilation requirements. Tva'eAnnotar Ring Shank Roofing Plans By Keystone Certifications, Inc. (QUA ID: 1224) accordance Wm the master evaluation repaet under this additional owaMmL The Boral Roofing murieded corwrae mat an • 15/32" (min.) or greater plywood, Thompson Architectural Metals Company Licensee # 260 must be Installed fi accordance W9hthe txmrnetdebom of the FRSArM 07920Installation Maruffi Prepared by: s...v.n.ew.xi.rr.+.ar " Design of support system is outside the scope of this report. .sk- : II gauge. X ,-1/4„ ps parry Use d the conciele rod ties described In the rota W mal ueMon report for corr0grne with the velocity Hurricane lames L Buckner, P.E., S.E.C.B. St,,htt rhrr+rrr,rr or Wood plank (min. specific gravity of 0.42) - Fire Classification is outside the scope of Rule 61G20-3, and is therefore not Corrosian ?resistance: per FBC section 1506's ' L �, 3. Certification of Independence Inrhe prvriwarhs of she 2TtI0 Fioriob erg Soda-�srsidrrg, arnd the aD10 FAorida BalAcrrrg ores nor been Florida Professional Engineer # 31242 +` '� .•..•,• r'", included in this evaluation. S:ur.dar;#: -r Per ASTivi F 166, evaluaNed. am a ouade ire scope dttb supplement � � slaps: 4:12 ar greater 8y James L Buckner, P.E. @ CBUCK EnglneErinq Florida Evaluation ANE ID: 191& This evaluation report does not evaluate the use of this product for use in tie Per Organization # ANE 1916) For paodlrcb falling g under FIRule 96 l2 WenNprfWn this No€apart nuktdr s yuraLty assurancepwsgrarri is arrAned toy a N W 31x12 it quaMy aesuranue ertly apprened by to Frodda Building Commission, For the type of th being connected is e Project Manager: Diana Galloway r i = iceigliVelocity Hurricane Eatte Bode section, (Dade & Braward Cotrnties) respormEry of an approved validation entity (or the code articles when ore repW holder does not Pia An approval by Report NO. 15-138-SRVP•S-S6Vil-ER S O . the conr�onl Roof Adhesive: t#ewsa322aa-MyPpSS6w-eq,}Kar152.19axs) !,o AdiZ Quality Assurance: The manufacturer has demonstrated compliance of roof parcel product_ in Product Name: Heavy BodiodFlashin Cement This spplemenntmprescaicurerl9ywtth#0MOSWmpodreisuaadrry2013,MIs@dApni2M4, Date: 4 13 15 '� W Of 4 accordance with the Florida Building Cade and Rule 6IG20-3.0005 3s for g / 1 ,4 �tctnrX` C� g (; M;,oufactured By. TAMKO hoofing Products AL �t` manufacturing under a qualify assurance program audited by ao approved quality Type: Asbestos -free asphalt based roof cement Contents: rral1101kh' assurance entity through Keystone Certifications, Inc. (FBC Mganization M QUA with SBS rubber 'Rirrtsad April M14 Evaluation Report Pages 1-8 1924). Application Size: 114" thick minimum standard: Per ASTMD4586,Type l .wI�a+.+rvrdY�r�i.w.s.r b+E+w.r +r�;*axsw�rar+w uC �..rnpr{: ®t CBUCK, Inc. rM�tk>werM:r.s et, ndaw'.rt 1399 N. Miter Drive, State 4, West Palm Beach, Florida 33403 20 ; 5.04.27 t 9:S&14 -04'W a�r.tiyreanx P"Pl at one: (S61)491-9927 Fax: (601)491-9928 Website: www.WUckincAm FLY: FL 5219.3 R3 FL #: FL 5219:3 R3 date: 4113111 Date: 4 / 13 / 15 CBUCK Engi�inQ RRepeort No.:1, of g sRvp-S s%w-ER � 3UCK E'" gin�ing Report No.:1 0 8 $RVP-S-sew-ERPage. Spe'cidM t.1 SM � tt.Ird) Er u�><'IE�fk 19 r9ur t race afAurwmoan #8064 p R ucr, n ca.rerr ,ea t tg COUNTY FC)Pwc. CQllFNr 1PPRovAl. T1T7v 'PT aC iItiS DETAL DRAW1rGSyr9Ctxc: iWerM ER(DucTCi-r21SECTION Categoryd Rooting DEPARTMENT OF REGULATORY A:ND LCONO;MIC RUOURCLS tRER) ilihis sw 26 aaBst, 208 Sob-Categeryt Ventilation Tradanrarne, Rol I O Alnrninum Ridge vent rI 1,ARD AMID -.,ODE ADii4h`tM'"TION DI€7SI Ni Mis21, Flori& 3317f,2474 liIa#erial. Aluminum 5-3/4tn 1 78 '�Ba-2i96 i- "I� i.r=_551e i i a • c 67 �.12 System Tylte: Niecl:",nicai attachment of ridge vent s stein over asphalt composition shingles. 1kf3TICE OF ACCEPTANCE. f�A} .r�t�tasae�"�,e_.na�Y 1Wlinlriaum sluff: ...i., Installation Method Irllorida Metal Produrts Inc. Cutout, Truss Construction; Cut shall be 2" wide. and length shall be 12" (plus overhang length) TAMCQ installation Method P.O. Box6310 gable p-• TRADE NAFr1iEer OF PI;13I3IrCiS 1�LA.NFJFACTL1tEll f}R AREiiID By APPLDCAstiPT shorter on both sides of ol� sxal or t'i � I n n Jaclwonvfflc, 'L32236-6310 Product I_Dimehsiome Tent Product Standard Cuff Ridge Vent with Permanent Baffle for Shingles TAMCCI Hilo IDeshrrlolittrl Ridge Pole Coastratction: Cut shall be 14' wide, and length shall be 12" (plms overhang M e , "Standard Off Ridge Vent with Permanent Baffle for Shin lee a length, shorleron bolts sides of gable eDlorhSips- g g SCOPE: RVIO Aluminum lodge 7- /e ,x fill" 0"" TAS 100(A) Ridge ventilation s" mvtn I-ff2 This NOA is Ding issued tinder the applicable rules and regulations governing the use of construction materials, The vent fnstAordon: instal! tnd plug on the end of the vent seated with ltk"% silicone sealant. RviO dlrcumemation submitted has been reviewed and accepted by Miami -hate County ItER - Product Control Section to, be . . � r Alutr r,utn Ridge Vint shall ice 4" longer thanventiiaticm drat as to provide a tease forilie us ed in Miami Dade Gouoty' and other areas where allowed. by the Authority Having Jurrsdiotlan (tiiJ'. MANfTFAt"Ct`RrAIf LOVA TI[ON —A -- 6 # She LerMef "eight This NOA shall not be valid a1ter theexpiration date stag below. The Miami -Dade County Product Contioi section (In Miami Dade County) and/or the AID (in areas other than Miami Dade County) reserve the right to have this productor material tested for quality assurance purposes. If this product or ritaterial fails Oct perfottti it1 the awetate+i manner, the manufacturer will incur the expense of such testing and the AHJ may immediatelyrevoke, modify, o. suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, it it is determined by Miami -Dade County Product Control Section that this product or material falls to meet the 1. Jacsonvilte. FL. EVIDENCE S[lIJI13FTTlf: T AUMID/ltreot r N-,&W-tv- A013,031 1I»te Center for Applied E.ngittea ring, Inc. M 1`8 257414a 'PAS 100(A) sept--inlier, I995 e sealant to the bottom flange of the RV1fr Apple !a" wide bead of 100a,''o siliconcaulk Aluminum Ridge rent sections close te. where roof hole will be after vein is installed. Align earl of fi A section on the end marls and the bc8om of tho nailing flange on the chalk line (4" down on both side of the ridge peak.) Nail the RVi 0 Aluminum Ridge Vent in place osutg 1 ? ? aluminum g slunk rooting nails 6 a c., with Yid first nail RV10 ALUf1N1i1U1 RTDOE V8'i+7I` END OF THIS ACCEPTANCE 4' 46.25" 8-5" V 70.25" 8.5" 8` 1 94.2V &S, 10' 11&25• 815" l yr requirement's of the applicable building Cade. f1 E,s u Z eui um veue Ore xu uata3�c�:-,s auu acre .,ccc;.czu}u,us: ,issue � :rarcu a.su. j PRI Construction Materials Technologies, LLC Fls -003-t -"-01 TAS I W(A) 02-12108 t l f, silicone sealant, � opening This product is approved described herein, and bas been designed to comply with the Florida Building Curie 'I — including the High Velocity Hurricane Zoac of the Florida Building Code. Mdp lmiodl Florida Metal Products, :lac. High grind Sups over each end of ridge vet all 12, DFSCRJP7'ION: RV10 Aluminum Ridge vent connections between sectiorm and at a maximum of 3 ft, iutervaLc over the rersviinder of tilt writ using, four 1-1th " aluminum ring %Bank roofing nails per strap LABEIING: Each unit shall beau a permanent label with the mmufad:turer's name or logo, city, state and following • lww erO.Q MAX Ridge Sidocle: None // `-••`' statement: 'Miami -Dade County Product Control Approvicet" unless otherwise noted heroin, L Nomind P B. S, ar Sty two 1.5" a O SRridrd 01i Fa41e VenF r,Ait Felaianerlt BelAa ,a O a O C) O Q D 0 O a O a f ventilation Rofer?o manufv tur^ers published literatum, RP,I'�rii'AL of this NOA shall hd considered after a rettesv�al applicat#iaa has been tiled and there has been no change in teas applicable building code negatively affecting tlhe performance of this product. Calculations. i TI:RMMATION of this NOA will occur after the expiration data or if there has been a revision or change in the GENERAL D iI'TATIO ; materials, use, and/or manufacture of the product or process. Misuse of this NOA as an cndorsement of any product, 1. ITV I O .A lulnitlum Ridge vent Khali not be installed on roof tncant lteigbi s greater titan 33 feet for sates, 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 PIOA 2. RV lfl Aluminum Ridge Volt ,.stall comply whit applicableBuilding Code. 3. RV I O Alurninum Midge Vent =_-hall not be installed in conjuact-ion with Gable vents. ADVERTI.SENI NT: lire NOA number preceded by the words Miami -Dade County, Florida, and followed by the 4. Refcr to applicable Building Cade required veatilatian. expimdoo dale maybe displayed in advertising iiteratm. If any portion of the NOA is displayed, then it shall be done in its ;entirety. 5. All approved Products listed h+:rein, shall be labeled and shall beat the imprint or identifiable marking of the maoufactwa's aamc or logo a :d RAlowittg statemem: "A'fiami-Dade County Product Control Approved" or the ryplM Assembly Isometric view INSPECTION: A copy ofthis entire NOA shall be provided to the user by ftu3 manufacturer or its distributors and :vlianirBade t ottnta' Yreducr .enh of Beal as shtaawn below. shall be available for inspection at the job site at the request of the Building Official. NaMb i mkt t lilt Ya FtessiarlG smooth Roofing9pacbV: This renews NOA# 08-061.1.10 and consists of pages I through 4. 8" ANC. MAX and 1' Fran Oiler Edge Flange The submitted documentation was reviewed by Alex Tigers. Ltacahi 1 ttT From Each End NOA Na,: M0816.08 Iv'0.A No. 12-0810.08 NOA No.. 12-08111.08 NOA No 12 0810.ei8 rig rt Expiration Dates O1131119 AraiA 4)'f tear Expiration Nor `i3 si lts truty r crxrt«rr Expiratisro Date: 01131113 " Expiration Date: 41,31t18 Deck Vdvwnl&32*V4bod Approval wo. 01/1743 Approval Mtm 6111Y13 ApprovalDatet 0111"f13 Approval Date, OIJ17/13 Page I of 4 Psge 2 of al Page 3 of 4 Page 4 of 4 -#--a N N C_ C/) M N �--a p � L O O CU -0 CL .� U Cn N :3 f6 to = O N 0 O �.� p CU > _ - � C- (U O L� U� 1--V -0 .= �/ J Q E Z Z LU J 0) C: 0 W (D v U a o � `\V CDL CL CIO 0 (D v! MCU N try ILLI G Z Z Q J SHEET NO. RD 1,1 AU 1111 _____r_T_ _, ": 11.1 .. i ,:: -,at r MYT-TW ._. U +7 T cd T zn+Ekocr alyikRhihir lard ksrtli#Ir�aides,: n kandtias e 'rlae rrarwt be a at the]"bat erf tinars durkcty kowiloOrc Prbr � # T a #Its dYdG Wri;Aaki kkaa t''rolifisa rNda,Ia� dtrrw ipwdre rr sad'oitaflr il'4eta. DamalIod stwi *ft insist bs rspe#ed of repifood,. HWoGW*T Itdastried trioaft Mapes of2:12and hr9tter:andOwuidbe pArMsfedis ussSO RmrFinald j f4i ffi e at lrlk>u ar tb kxvast ea va pS aiGpe rseuaiydei%W as fas2.i2 aaa=4.t2 p Is Ito Overlap W%plus is, oar low elope snit VWMM c"W% kfai r Mat coda. Magis rf Rgdaekaeenbaadc �orSrylritilatloairrptea iAe�EiicrrSrpl'iasl I jddppdpa00-WbeOwed we T st=ftom, WOYs Homeftard T hW*swodae If ea emsral ar+uti be insketxt eflor the iflnet mw of honer ors show be placed 5*adea fM Mial Upfto fkta' este so dmt ou" sd9ft can tie apped u file tin" traf m raft OVA*$ (102MVnirmingMhfitsftWofWaroIna shincWholftmVialdadbe85 b Fo smndslyd appkafi^ fps am spaced 12*rdaee(9013mm) the top, botiontand -skinidsand 24 1%sfrlt0mmiolm two,saes siwgaened artd'spaad in end 26 up s,ka to field ar'itie HikmeC3midT�pghSidn�widB&wrwkviMll»1eMt41c,lE ar nlhrsedgsar a mweerirnris tw4nnr pwe vA bo fry, should bospfr , $,roes (153 rrstfi btp,.bafrsrtt and We kips and every 124thes"', mm) WON eeo+mne afggge[sa apeaed 1/3 nasal 2t3 rp Ins3 ors s Of 8re tndsdsyatartE Tns wrrect 6atirwrploQomentboloady MOW on the sufitras it : - T aRrrdarieyrnars.-- far bM f - ki,saterfr�lr 1i�rramyW�ntfmn� taq�tfrernanrr�isavtt: Srrar'F at �C bassitrsn Clame tt d Roots Uadorft2M3.2D12 and 19CAIRiftmWrtg wdefierpunte may -be used mof ream Of boa A OrGts fltrst tdrta3tiryplb'eSr Cieee C otic 4slt.srdttgk VNtlt kh4Ypllcekda cvdb. off sstaitest kr wtdt tlor €epaat�wx a mlriknwm SLesrur t#,ldc (°is.e mm} � clatdr. Uri* ffae 20WISC10 WONW000M n Alea.bo UbWin C16MILAOrClAft OrW tW Willits the ioofavrrV • speckled in the exceptlOn W$oallons t 2 and 1MSA ~11het 3 SRC, 4ha>a�snt maybe ratedwktamad va t'aF bnfd4a wafy,LIAR, arrorperrtisrOM ;t foocketirfanrmwoOrtappwritn aeorshoes,ardA-KMsho and s rt as auati ara� 1b be uwd ka ifdr of a Gras Aasraan * under SockAqw. ice SNOW krsxeeaearf$asroorwirsassrrricasarid bankswktliqukadurxMrttwrimsalrtG.asap aessd rsadl9edWts sheet 4nlrt y lrtg vsklt tr 3 fAi p4$7D cx da fo firs au an kss bs sr kr aka odw FfapOft must be spoW ,,Huss°tlsautdstttrassdkrinttftMtireerttnwraesw�ffise�eadandsrrtatherrwfarr3�resra of;SMkrdra(afurrrafj h* tho Mfklrfrri'*W line of kas tauiidkrg, W� "f ki & s#yovatnskte t,Wsrt;tr wit a #anah t1t7k rrvfl)t1oftontal W. +-' N N cn N +� > U Code Compliance Resh Repot � 3 Caft Coniplitiom Research Report CM409 Page 3 of. ® CCR 1 Ro4sat10 Data: $ 1.i T# a its mass i a ar in nce take E� cry kiss provisions fn the report04 CODE waki PUANCE RESEARCH REPORT U � � ReriaWgd Dalrst•< 1-M- 9 w1h the s' 1 Seri IS07 and IRC' Wder's irrsk n instr � V -� _() Cz � " Vocable, t tea ba i 5.2 Installation is unitedapproved i a b � id ` % le O V C6 O[1fWON:070i90-FHE9fRMllA 1W kf101MFM 3.0 "Pontt p, ti tape bthe Mechanically r col � ; � Q Q - � PROTECTIf�IE traction:07'3das-ffora"FoRand.tdnderiaymom ToughSkfnO15Isa ly ey^ntha�o to aiiefirsrsswthers row �. �aaluar3cn rarkf car trsrrriaotus"s, .La7ttarfB Rn at do" not e not as � p � , , . L artstraacisorss, wtas�r fa a'fnste 6� lriatafisilo�n se iirn` C� a Wa�aran scrim strt. using phe-Aarrar�i�r ItcRs. �.� Code 7orra liar i#O astarrii nrat kaPr Q Q � 0 REPORI>R'i iii7ll OM both sides. The undeAayrnard is fW" In color on balls mWlataty a in user � Impliesan ersc%esae of cf O LL aexpr and stain, and bass an avoewl rr ksk rosy rl gppk d inn. The rt°sif C4onsefi� lawfng "tits autaf°ayanarrfk . and dra a.4 lrastallatkars is #kfsttad tor t°oof skrpas of �'12 (Jr.*)' praxes � trarkaafc. � - — card By Read or 1 .9 pounds Par 1-00 square Frodawdts,ham. fai t' mUM to cowed :� the tima crgreaten`. CZ .iae%cso io FL 32U 4 av&W s In roll &+0.R i 1P tkaympatk is g ad M tho roW 4oRders published insWai on %3 ca to the iR Q u � � �t— ar Twq 20 Is a ly Wdoch k syri talk iraakruc #ana. vsnuta�rr must P : recommended n tfris fn the �tr#airt versionversionu€ . � O � E Q PONTSI)WE�Ei': underkayrnefri c im;i ed of a wmoen scrim tact oo 42 Ica r: "uL to s vapor K*� lay of tf* _Cf) O ' Q. TouiihSM44D14 Toeplf8ktnla¢ 4fk Tough$wr►* a. both sidaaurftt'r a npnadro4an aorta cra Via, uradertayr rS 'Tough8kM0 _ M. arrd Torup 60 Itao(Mg The kr gteyt an on both end T a tram Ott bum ova for lkrd sheaNng efts, and has and ovarall w�ight of use an toe b6rnisr: In t of ttro mom requiroci by. S a€ The road' unds ha+ta carat berm evoluakdf � � � ���1 < 20 pounds per 1u0 square, foal_ The uadarlayrnan£ a IBC Section 1507 or IRC Section R' &M to have an k* for (me as We tawiers. � .� . � v J 1.0 SCOPE Of' EVALUATION ha mils df 48 it chi WMotay 2 �- barrier, a wedl sttnann0 paiy s z batUr Wiest Mnpiyftwith A TM CT5'Z or Nm *am of u:7 Iitataiiallon for fire c n, is 5M d to This �idh d with the T 26 is a .mw tah Iy adds �plyrg u ent � eemenW minhnnsaa inch lftack dock s�trQ, felrttrig.OR>das: uWwWpwt menpdsed of a wovep fi3i7i rn cuated an togfter, mrasi be wood wxb that tM ice Afar . 201ffi, 2012, and 2ki0f3 MftmalilbrW &Mhg Gods& bath eiWee wdira rowwavort act" on the atrpoaed aide, extents up `tins tod a minimum distanoe of 24 kmh" &0 Toegh$kkO 15„ Tough$kmer2G, Tough9kkg 26, 11,50) The unrardayment Is grey in tamer an both eapamad and hews ft interlar "I th'ae of the buiwk4 The ToLVhSirtr4 30, artd ToWhS" 50 roof • 2MS, 2012, wid.200jnibrnaffin�W C ahasriilnq s , Ord has and overall weight of ineRaliasd In the thso a the rod must w4 ymorats are marruhmturad under a q 1tv (IRC) 2.0 pounds pw 1 squdrb That. The ur4oftyrwl fs ovarlop the be Ear. cW= program wft Inspoctlons by intertak fer4tj 20 t18ES available In rob cf40 I'Rass+ails by 240 tod iortg, 40 "f«fasskication: Serves NA lac; W,647i- TmVhSkinlb 30 is a modwk y allachod wynthatic S,0 suPPORTiNG EVIDENCE, both aide's wOh a r owwowdr sort, on the s ofaa a u sifted ai>Ar,is. The � of a classified roof btwkseraa p�i�ific�ali� 6.i Rr9a srFtests 'sri tsrQasaaakn AST�I7 E 1:. Toughft* 15, TouphSidrtt 20, TrrirpttSidrt4ffi 2t9„ on ge an TotkphSlr,�lt r afrnl TaaSkr�kitt� b0 a fn a AST' D22&. Till roof side, h anal ovDrall w A Of 3 such in a i€stanp mad by tort wrct of a .wswaec rxtaaad CQdo ype arEa specified In 1!f � � artd 3.7 � '£Ogl of aFNsiiei, Tksa ayaden raatay« aart to §� an IS:2 kr eaxOrdstaoa s I06 pp copUnce un�keym' f lasts. Tie undwrWrWnk Is aftrn iva tts tRte `vnM*s ar Era � for Roof is (AC'f , C ChalAot 9 of to IRC, (n rob of 48 sstdarrs wids by 2$0 feet lom fogy .Mof-.*r1r4s panr;tftd under the Exceptfonii to Fa brugN 2012 (editMgy rdrtsstt 241 T. Mr- sermon 1,6061 dad IRO Secilon RM. 1, an d may The unde[ Wents may be used as oomporwits of ToughSWO 50 is a sy uxed Where O&V is permitted In k frrtwafslu Uaft Report 'V"naGuWd id alasaft assembliav0ion Instoltod w dowrWel In ibis hint � of a w a s I or €�.5, to Rao porTnitted to rowton the oposed haw roang, ft rod dock must be The nt is way in cowon Dom voosod and ralkiru SM cisA Wood druilural walk T'0 0EXTIMATION The ulndwisoxwao have barns avoksa fed !or the shesdifing We, end has mxt overall lwavK of Co. t�tNdlft fCildS Ems' U 71aa rod a idasfayr � era at 24 Inthas �, 4.7 pounds per 100 square fast; The u 1s siosiiable In rolls af+ lri�tm wks by260 fled ianq. uttewsla vft to product narrts. Each roil of the product. PWKRTY W. . IffCCBanff 'ilea c fs inttie retort comply h, is idled with the report hm'dar`s saute, ffm ptcwd fi, M srrd 1 4 u BWALL MON or are aft . to, v is illsd In tC rsartw, fftaa manurfa rrkiaT data tom, end the ;Tad f4 i7aPoeR fa:t r art: s re t ear ms a c+€ cy era s +d a �a drd' aw m E das fMod in bop I.0 flora rtiort, to Canpilarm Resserch Olt number (CCRR-"k04 I W &and Ra r i � A sn ka9 ** of if r i* crx attt W-4 f p Fits G tGtiB ff8tk2.f 4.1 Gonarth f;oI1%Yt% ooridtti*w 3 erg parts x st n s s - t r r gp sm or s nY rr s r € ffi art: a 8,4 OTHER 4;Cif3ES 9rsa" a«sur tG £A isus. �wtt #rs1 ittilY to ffllfAsty+, nsva ftut 4"+dfktcst ViP§dr hs nisliaar 6 'Roftwwdsections appfy:kt2015.M2, W d2Mti4C amat tl 1 lnatwdiahtm must crxxa 6 vus&ttt tie r as srrtar e7 � s sd a tdat upas thu was rg � rYAni o arse rr�st a. � IRC Installation of f#ss a mustcomply vMh to p y ' mar tr r dt vas w „tea ssr a c s r a s uor tceaa aas true a e ra xt rr use t� Code: f4iia Mgxx , and the kart&let's tiloalsia Code aril the report hol dar°s pi ubltai erl This section is not appilaame. p inafeifalldre rt lfais ar xirss can coca nor err are a �d stv a drme ro€ repraaer t s rust Rraron a v i1 fn�al�txtn istsknaaktrardt. The pra3rrskrhs of repsw't ,tax natr�aa.�aav,wrarrroas����ttmaaariizr�auraau,r,�met�arss.#; 410 ky►rryc., =Moult. PA 114 130 kyoft Ocurf - Yam Pis 17400 A130 DWY Court -tart FAA 174M NMV 3 sr�rr€ a �'c. rMla!Y grmr.«r.a, O O . D ^W^, ♦W V ) O L_ CL CL C C (D 0 — (1) Cz t• LLJ Q Z Z Q J SHEET N0. RD 1,2 WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW) WEATHER ✓E BARRIER & tARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head 2 flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WP01 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER s DO NO' BOTTO c) AKIr l SELF -ADHERED FLASHING HALF ROUND WINDOW rvl�nuw rv-��nuw 4SHING WP04 E AM 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �-- SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIE1 THRESHOLD OF DOOR AD UP JAMB 6". USE LIQUID t OR EQUAL WEATHER PR( SECTION -A (SEE DETAIL WPI SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING I WP071 SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER NOT USED I WP1 0 I NOT USED RIM JOIST z, WP02 STALL SELF -ADHERED -ASHING JAMB & HEAD -ASHING, SEE ANGED WINDOW EE DETAIL WP01) =LF-ADHERED FLASHING, (TEND A MINIMUM 6" RTICALLY FROM DTTOM OF 4RESHOLD 2, WP05 SELF -ADHERED FLASHING PATCH IHERED FLASHING 1 2 4 5 WP1 1 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER (- WIRE LATH SELF -ADHERED FLASHING WP03 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZEn ncouno T NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE P/ L a SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED NOT USED (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 2 5 4 6 7 '1: Water Resistant Barrier Lath Sheathing Stucco THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as -I in each detail that corresponds to the numbered items in the ist of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary akm Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. Sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing iii Itl MAI R612.12 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 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. R703.15 Drained assembly wall over mass assembly wail. Where wood frame or other types of drained wall assemblies are constructed above mass wall assemblies, flashing or other approved drainage system shall be installed as required by R703.8. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all a..r N Q) i � _ CQ (D U p 3 W O � ® C C -0 .- U (1) U �=3 a) -0 Co V -Co � _- C O - N 0 LL CD p .N 5 N Q 1E C6 O t.Z 77A PFA 44 FAA II or W U) CU O o o U) CU cu z z J SHEET NO. WP1 . 0 416f2015 Florida Department ofCommunity Affairs 2555 Shumard Oak Boulevard Tallahassee, Fl, 32399 Regardinji; Ali Amencan, Shun= sad Glass 22ga & 24p Storm Panels Prcrjectfil5-2394 To Villiona It Nolay Concern: Plftm be advised that &a below-silined Engineer does not have nor will acquire a fing interest in the company manuilaaturing or distributinti; the produco) for which an Evaluation report or validation certification has been prepared, as referenced, above, This c4mcar is not owned, operated, nor controlled by the manufacturer or distribwar noted above and does not have any finaricial interest in any other emily involved in the approval poem of the above -noted producKs), �0 46549 lot I L. Bennardo. P.E. MTEOF 40 Frank L Beanardo, PA, laip- V% AZOFtV0 Fl, PE 0046549 Can of Auth #0895 160 SW 1210 AvEnue #106 I)EeRnzvo BEACH, FL 33442 PHONE. 954-354-D66D FAX: 954-354-0443 www�e"Grxp.co" 011111WENGINEERING 4�6/2015 All American SWUM mid Glass - 229a & 24P Galvanized Steel Storm Panels Page 2 of 2 2. Miniman Allowable $loans 3. Minimum Glass Separation 4� Arichor Spacing No 33% Increase to allowable has bow used in the design of this product Separittion from glazing is not required far Instatistions oullialcle of wind zone 4 and essential facilites, Impact Resistance: Large Impact Resishance has been demonstrater! as evidenced in previouslir listed test repartsi, and is accounted for in the engineering design of this product Wind Load Resistance This product has been designed to. ask wind bads as Indicated in the span schedule(s) on the respective Product Evaluation Document (Le. englinearkV drawing). Installation This product shall be installed In strict complancia with Its respective Product Evaluation Document (i.e. Engineering drawing), Song with all ownponents, noted tivarein. Product components shall be of the material specified in that products respective Product Evaluation Document (1s. engineering drawift). LlmitWons & Conditions of Use., Use of he product shall be in strict accordance with the respective Product Evaluation Document (LeL engineering drawing) as noted herein, AN supporting host shructuret; shell be designed to resist al superimposed loads and shag be of a material listed in ft producirs respective rrichor schedule, Host structure conditions which are nor accounted for in this producrs respective anchor schedule shell be designed for on a sille-spectlic basis by a registered professional engineer. AD owmarients which axe permanently installed shall be protected against corrosion, and other such damage at all times. This product ties NOT been designed for use within the High Ve" Hurricane Zone (HVHZ). 160 SW 12- AvEN ur # 106 DEERFIELD BEACH, FL 33442 Pmome. 954-354�0660 FAX: 954-354-0443 WWW.ENGEXP.COM X& Arketior specificadorts shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 15421. T. ILIMIT TIQNS AND CONDITIONS OF USE: A- 7.1- Shall be shictly In compliance with General Notes NM 1, 8 On 14, indicated on sheet 1 of 26, as wall as General Notes # 1 thru 4 and I I thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. IS- 021 prepared by Tilteco. Inm arid signed and sealed by Walter A. 7111111, Jr., P.E. 72, Product may be installed wilthin HIGH VELOCITY HURRICANE ZONES as d~ on section 1620.2 of the Florida Building Code. 73. Product shall ordy be Installed into poured concrete, concrete bkmK and wood frame struchuss. Product Evaluation Report prepared by Waiter X Tillit Jr., P.E. (Florida License No. 441 On President of Tifteco, Inc., (Florida EB-0006719). 31M 5/3=015 Flanda Department of Businm and Prodiessional Reguladon. 1940 Narth Monroe Street Tallahassec� FL 32399 Reguding� Town & Country Industries 0.050" Alumimm.,StDttn Panels Project#15-2336 To Whom It May Concern: Plew be advised that the below -signed entpricer does not have - will "trim a flarracial Lowest in the company manufacturing or distributin the product(s) for which an evaluation report or validation cartification has been prepared, as referenced above, This engineer is not owned, operat4 nor controlled by the manufacturer or distntAltict noted above and Lim not have any financial interest in any other amity involved in the approval process of the abo—itad product(s). ff o 46549 S%IE OF Frank L. Bennardo, A W I Frank L Benstarid FL PE 0046549 Ipx Ine. Cert of Aulth #9985 160 SW 12TH AyemvE *106 DEERFICLD BEA4R, FL 33442 PHONE: 954-354-0660 FAX., 954-3S4-0443 www.FNGaXP,COM ..Mmmik.- EXPREBOO �� P. E. R.T. qqqplw CIOUCT EVALUATION REPORT EINIGINEERING 1EXPRESE10 EXPERT PRODUCT EVALUATION REPORT 411=16 Application Number PL EX Pmj9d Number 15-2336 Produd Manutacturor Tom & Cot" trilluudift Manufacturer Address: 400 Wee W4ab Road Fort LaUderdalle, FIL 33309 Product Name & Description: 0.060' Aluminum Storm Panel For Use Outside ft HVfV and Essential Facilities Scope of Evehieffow This Product Evaluation Report Is being Issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Flodda Building Commaralm) Ruts chapter 6IG20- 3-ODS, FAC., for statewide acceptance per Llothod i(d). The product acted above no been tested andior evakided as summartred herein to show comilobnoe lift Me Florkle Building Code Fft Edition (2014) wA K for it* purpose, Intended, ;it least equivalent to tot mq*W by It* code, Re-avatustion of ft Product shall be required following pertinent Florida Building Code modifications or revisiops, SUbstantfaft Data, PRODUCT 9MtWW OMME EX drawing #15-23M 60W MOW Akuninurn Storm PaW, sheets 1-10, prepared by Er on=EXPI-s- slignmI & sealed by Frank L. Benruardo, P.E. Is an bytiagral partof this Evaluation # TEBT RFIN)RTR Uniform 813k structural porlontance has been tasted in accordance with ASN 030-02 beat standards per *9 rep"s) ITEL 07-011 9M by Testing EvalLmdon Labolrakxias� Inc. (TEL) and I1110363-09W-10 by ftrk*m Too Laboratory, LLD (HTL), Large Missile impact resistance and Cyclic loading performance hw.* been WSW in accordance WO AWV EINSV & El 996-M test starKtards W best fspod(s) #M 07M 190268 by Testing Evaluation Laboratories, Ine (TEL) and #0353-01106-10 by Hurricane Test Laboratory, LLO (HTL). 6 JML(MBU MMMUS GN&ULAMNS Structural ergineering, calculations have, bow prepared wbich evalualle the product based w comparative andict national analysis to qua* the following design aiterim, 1. Mrximum Allowable Spam 2. hilinimum Glass Separation 3. AnftrSpacting a Seat VRW for 4. Miadmum Allowable Sizap throuilh Combinations aae-11,11-l"No. 5. AWWCWO* I *: 7 to Z IDE 0A.M85 1 Q's-a- 160 SW 121" AvENUE #106 D� 'e'T! 33442 PHONE: 954-354-0660 FAX: 4-0443 www.EHGEXP�Com WALTEP, k TH= JR, PJL tiblwoCaaaLcm 11LPJL]u�-N.4*Ir fLAB,LI.-M.WW,19 CERTIFICATION OF INDEPENDENCE (Rule#61020-3) e.hurillonRepodilli, jjqj19.94 Delta. MMh 1% 2011 Product Ca*W- 3111111110011 Product Sultricatirgorr. Storm EMI Product Nam: 24 §§0 Galvanized MW Atoo-0 Marrufacturar Nam: Global_gaftoon Produs�&. This is to cw* that this Florida latirctessional Engineer, perfortntog this evaluation does not have nor will acquire, a Inandial itylarest in any company manufachaing or distributing Products for which the reports are being issued. This is also to M* that this Florida PrOlessional Engin- perfixaning this emkolikorl does not have, nor will acquire, a financial interest in any other entity involved in the approval W00089 Of the produa prepared by Wafter A- Tiliff, Jr, P.E. (Florida Ucwm No. kw- (Florkla EB-0000714 NO. 6355 N.W� 36W"K'Sufte 305, MiamL Florida 33166 - Phow: (30) 871-1530 - I= (305) 871-1-131 MW 3/30a015 Florida Department of Busmesss and Pro*.Wonad Rcgulation 1940 North Monole Street Tallahassm FL 31-199 Rzgardmp, TovmA�Countryfndustries Safety Edp" & Polymb Storm Panels PTojobt#15-2337 To %= It May Cowem-. Please be advised that the ticlow-aignod eapstm does not haw nor will aoquite a financial interest in the company manuflEcauring or distributing the prodaci(s) for which an evaluation report or validation certification has been pmTanod, as refcrenced above- This en&eer is not cr�im4 opetatad, not controlled by the manufacturer or distributor noted above and dow not have any financiutl interest m my other en(rly involved In th.- approval process of the above -noted prioductia) B E No. 46M Be % SWOF F Frask L. Beanardo, PF.,, Inc. ORIM A FL PE W46549 ......... CertofAuth#9985 %Z'19J0N&&e 160 SW 1211 Avrkije *106 DEERFIELD BCACH, FL 33442 PKo?je� 954-354-0660 FAx� 954-354-0443 lowENGINEERING _ EZQRQ7� - .. 41V2015 Town &Cournry Industries - 0.050" -Aluminum Stmal Pawls (Noa-i-[VIi7,) Paile 2 of 2 No 33% increase in adamabier stress has been used in ft design of this product Separation from glating is required for tise within essential facilities, An Equivalency letter Is provided with this evaluation report for equivalency to ASTM E 1996-09� Impact Resistance. Large Missite Impact Resistance has boeo demonstrated as evidenced in lomviousif listed testraports, and is accounted for in that engineering deW of this prcd=L KInd Load Resistance This prodoct has been designed to resist wind licads a% kx[icated In the span sobodule(s) on me Product Evaluation Document ji.e, anglorsefing drawing) Installation The proVuot listed above shall be installed in strict compliancewith the Product Evaluation Docurnant (i.e. engir-ling drawing), along with all Components noted therain, The product components shall be of the material specified in ft Product Evaluation Document (�sl engineenno drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordancewith the Product Evalustim Document (Le, anggirmering drawing) as noted herein. ' All supporting host structures shall be desIgned to resist all supe0mposed Was andshall be of a niatedal laded in this products respaidNe anchor "ed0al. Most structure conditions w" are not amounted for in this product's taspadive arwhor siaheduki shall be designed for on a sga-spedfic basis by a registered engineer, All comporierlts which are pafmanent� installed shall be protected against Corrosiori, ccrItam';natkx% and other suoh damage at as times. This product has NOT been designed for use WWII ft High VelocIty Huntoane Zafie (HVHZ). 1,60 SW 12"111 AveNuE *106 I)Eep�FuLa BEACH, Ft 33442 P"N�: 954-354�0650 rAX� 954-354-0443 www.eKI�P-XPICOM j- ECO =Ur'MSTM & UMrME$UM COWAlff WAMR,.O. TMLI3� JR, EZ PRO -DUCT EVALUA-RON 0 " 150762 FL F-B, U— W ~L- REPORT NO.: 1"319.04 DATE: March 19,2015 PRODUCT CATEGORY' Shutters PRODUCT $US -CATEGORY: Storm Panels PRODUCT NAME- 24 Gage Galvanitzed Steel Storm Panel MANUFACTURER, Gllobal Protection Products, LLC 4800 SM. 61 Skeet Davie, Florida 33314 I,NRPOSEOFEV UATION: This is a Product Evaluation Report issued by Waiter A. Titfit, Jr., P.E. iSYstem ID # 1906) to the Global ProtlactIM Products, LLC , Ruts Chapter No� 6IG20-3, Mefftod ID of the Florida Department of Business and Professional Rag"on, This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 fMh edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Ck)de. Thiti Product Evaltuatiori Raped shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENC9 SUISMU—M. 2-1.P&Q2jjCfEVALqA6TMMKDOCU NTIP.g.D Dmwing No. 15-022, tillad *24 GAGE GALVANIZED STEEL STORM PANEL, sheets I ftou 18 of 18 prepared by Tifteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E., dated 03[12MI5. This dravIling Is an integral part of this Evaluation Report 6355 N.W. 36th Strect, Smite 305, Miami� Florida 33 W - Phoac- (305) 871-1531 To ON A- W U 100 4-423115 Florida 1),epartment of Business and Profmianal Regulation 1940 North Monroe Street Tallahassee, FL 32399 Rqprding-- Town& Country lndustries� 24GA Steel &onn Panels Pro6ect#14-2031 T I a Whorn It May Concern. plesse be advised that the belmy-signed ciagineer does Hot have nor will acqu= a firamcial Mama in, the comparry manutactorrang or distiribuling the productis) for %hich an evaluation report or validation oerfilleation has been prepared, as reRTOnced abovei Tibis engmeer is not owined, operacd, nor controlled ky the manufteturar or distrihWor noted above and does not have any finarlcial interest in an), other entity involved in the approval process of the above -noted pwduWs). Respectfully, No. 46549 Pii=�ik L Bernardo, Frank L, Bennardo, PS, lV*'% STAIEU Fl, PE ON6,549 Cod of Auth 99885 160 SIN 12T" AVeNuE 0106 DEEMILL0 3VAcm, FL 33442 PHONE. 554-354-0660 FAX� 954-354-0443 www�ENGr.Xe.cok o/ F 0 Ti—L Ec WAI.Tla A. Ta"T, Bl, P.E 441V FL Ea. lAA--y. M001.4 r I �41111: K 1 11 LA5--515KZ , 0 1 U-42109m,01 Evaktation Report t Be%. - Product Cartagory-� Producit Subcaft9orr. Panels Produld Narince ?,Q _qMe g_a1vanized Sted Stoor. Panel mainufaidurar Narrain, Global Pnollaction Products LI.C. This is to car* that this Florida Professional Engineer, pertorming this evaluation doas not have not will sl;quire. a firencial interest in any Company manufactuft or distributing Products for which the reports are being issued. This 6- also to cortily that ItHs Florida Profaissional Engineer performing this evaluation does not have, nor)vill acquire. a financial interest In any other entlity involved in the approval prooe-sss of ft pmduct Ceritificate ot independorms prepared by Walter A. Tiflk Jr, P1. (Florida License No. 44167), President of Tt%s*:,, inic. (Fhxkk Eft-M6719). 055 N.W. 36th fitrrat� Suite 305, Karl* Florida 33166 - Pollee. (305) 871-1530 - Faxi (305) 871 - 1531 DUCT EVALI PX"RT 2 2.2. 1991T ;tE OEM, L-2 I" missile impad load hasts were performed underSSTD 12-99 standard as per section 1609.1,2 of the Florida Building Codff� Uniform static loads as per Seam 17110�&3, perASTME-330. Test reprints prepared by -American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11J02 witnessed by William R. Vishner, P.E., Bortz Mom7, RE and Henry Hattem, P.E. and Report No. 0219�01-W� dated February 25, 2009, signed and sealed! by Edmundo Largaespada, RE, and Henry Hattem, RE Large rnissills, impact and cyclic loarlings per Protawls TAS 201 S, 203 as par section 1609.1.2 of the Florida Building Code. TeetReport prepared by American Testing Lab of South Florida, Report No. 112&01-10, dated November 23, 2010, "nod and sealed by Julio E. Gonzalez- RE Tensile test report No. 9CMA98 by QC Metallurgical, Inc,, dated March 13, 2(Xig� signed and sealed by Frank Grats, RE, as per ASTM E-8 and Tensile 'rest as per OC Metallurgical Report No. IOKM-1318, dated Dao-amber 1, 2010 signred and sealed by JotryJadofano, P.E. as par ASTM E-8. 2-3. MgTURr!qm NEERING CALCU LATIONS- On 24 Gage Galvanized Steel Storm Panel for maldrnum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panal length based an rational and Comparative arralysis, and in accordance with se0on 16M of ft Florida Budrflnq Code. Calculalions prepared by Tilteorl, Inc, dated 12MBIIO and 08!27113 (for this revision), signed and sealed by Walwr A. 7`111k, Jr., RE SS-V! 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Sted Storm Panel has been verified to sustain vArd pressures, MayJmurn partial length shall be as indicated on sheets 31 9, 1U, lii� 12 and 17 of 18 of Product Evaluation Docurnent (P.E.D.), dravving No, 15-022. MaAmurni Anchor Spacing shall, be as indicated on sheets 6, 9, 10, 11, 13 thou 16 arid 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 11"22. 24 Gage Golvanized Steel Storm Panel has been verified for code compilanoe to work as a nom-�s stoffin shutter assembly, as per SSTD 12-99 Standard -A rONA L 0, E NI G I R I N G If 1200 Flonda I'xinartmr-w of Busim% wId Protesainnal RAg claim I W- North Monroe Stroct� T�-flahassct FL 32399 Regarding; Town & Counuy 1ndusthes 0.050" A] urnisAnn Hmgell Storm P'"! 15-234E To lvlkim Tt May Conc�--n Filawm be advissd thii! the belorly-,giped engijrer does Dori have mr, iwill acqWre a firrancial aderest hi th,- w-mmy manufaicaaing or distributing the product(s) for wincia an cvwuAt�crt raport or validadon Certification has been preparod� as refaetwed above, This w1gine-er is not owacd, opemApd, nor comrolled b� the mancilootwer or distributor allied above and dov; not havt any fmilocad bdotest in any otha wthy involved in the approval process of tho abovc,-Wted R-pectfilily, Y10, EM ---Ap 2-Gits x, 46549 Frank L Fmak L. llenuslrdo� P-E., Int.Si STAr, OF FL PE W46-549 A --'sz Ceft of AtIth #98?5 70NA L Vi� 160 SA5 !211 AvEnue #106 DrERFrEtx, i3FAcil, FL 334A P�,Ohr: 954-354-0660 i`AX� 954-354-0443 WW`w.f'N4;FXPLC3M It?-, U.-NQ. U10 FL E.P. I V. W05115, ERO REPORT NO-�� W0319.05 DATE- March 19, 2015 PROMiCT CATEGOR e shafterr. PRODUCT SUB-CATEOOPIC Storm Panora FROMCT NAME' 20 C---Qe GaNan4od StastStami Panel M&NUFACTURER; GVusi Prote-m--tion Products Ll-C. 48A* SAf. 6.1 St-W C�avla, Floride-3-1314 'Rils 13 a Produ�,. E--m�uwion Rimood issued by Walter A� PUK Jr., PX. �Syslam 1D # i9cA) to %4h- Giobai Preli*ctlon Products� LLC , Rule Chapter No. SIG2%,13- Method ID of ft Rorida Dopwirtliant of Business and Professional Reguialjorr. This piroduct is t*inq issued art Evaluation Report as described herein, and has been venfW to, ou,--ijaiiance in accordance milth the 2014 fft edition of the Florida Building Cod;--, and to verify that the product to for the purpose intended at least equivalent to tilat required by the code. This Product Evaluatiarl Report shall be subject to review and revision in case of a Building Code change that may affect ft limitations and conditions 2. EVIDENCE SUB �M �TrEQ-. 2,11� PRPPIJCT E%�ALUIATION DOCUMEEjP-j9-_Q-j: iGWne No� 1"21 (revises No. 11-213), tMed '20 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 26 of 26 prepared by Tilteco, Inc.', signed and u--aied by WafteRr A.Tillit, Jr., P.E.; dated 3112115, T � Wffi jng is an integral part of this Evaluafic-i,, Report, T ". 1.11 635-11N7,W. 36th Sirce, SuiU 30:% Miami, Florida 33166 - Phme� (AINOXW"Fax. C305) Vi I - 1531 129 —9A5 I Anchor sioecificnions shail be as Indicated on sheets 1, 7 and 21 of 26, of Prodoo Evaluation Do--umralnt (P-E.D.), drawing No. 1"21, 7. ]LIKMATIONS ANL-CONDMONS -0FUSE 7A, Shaff be stlictly In oompliance *th General Notes No. 1, a thru 14, indicated on she -at I of 26, as veil as General Notes # i thru 4 and I I thru IS, Indicated on sheet 21 of 26 of Product Evaluat*on Document (P.E.0), drawing No. Is- 021 prepared by T fiteco, Inc. and signed and sealed by Walter A� 110k Jr, RE T,Z Proa--t may be installed within HJGK VELOCITY HURRICANE ZONES as deftned on section 1670.2 of the Fkxida Building Code. 73. Product shall ov�y be Instafted into poured concrete, c4ncrete bfod� and wood frame structurelz. Product Evaluation Rpport prepared by Waiter A, Tiffit, Jr., P.E. (Florida License No. 44167)� lorwsidont Gf Tilteco, Inc. �Florida ER-0006719). F-14GINF-EsuNts EXPIQrseto *P.E,R,To PlODUCT EVALUATION RepolzY 416=16 Apolkadion Number 1=1 fX PmjW Numbec 15-2304 Product Manulacturer AX American: Shutters and Ohm MarwlacturerAddress: 1540 Devine Road West Palm Besch, Ft 3W9 Pn%W Name& Description: 22iia&24gaGa1vamasdSswj Storm Panels Law M"Is impact Assistarot Scope of Evaluation., This Product Evaluation Report Is being Issued in accordance with ft requiftmerft of the Fkaida Department of Business and Professional Regulation (Florda Bukllng Commission) Rule Chapter 61 G20- &005, F.kC., forstalsoildear-veptance per Method 1(d). The product noted above has been tested andloi evaluated as sumnuarized herein to showoomplioncewith the Florida Building Code RM Edition (2014) arad I% lbr Me purpose Intended, at Wast equivalent to that required by the Code. Re-evaluatiorl of this productsball be required fullming pertinent Florida Building Code mcx0ficabons or rwAsiorm Substlingating Data.- - r=Ur.TEVALUAT1QKAg_4M6M EXtim*kV#15-2394ffW'2�&24gaGWotwdS" Slorm PanW, sheets 1-9, prepared by Engloarning Express, signed & sealed by Frank L. Bernardo, RE Is an integral part of Vils Evaluation Report - IM REPORT Uniform static structural peftmanoe has been tested In accordance with ASTM E330,00 W standards per test reporos) #02-001, #02-002, & 003-001 by Construction Testing Corporation (CTC) Large masile impecit resistance and cyck loading performance have been tasted m scoordance with $STO 12-M test standards per boot neport(s) ka-001, *112-00� & *03-001 by Goostruabon Testiall, Corporation (CTC)- Metal tensile caps* has been determined in acco0dance with ASTM ES W Steridard per tag report #0127h, #0198K & W*= OV CerfifNad Tuft Laboratories (M). M3Mgj0& fiN2NC=2 CALCULATIONIS original Structural engineering calculations ham been prepared which evaluate the product based on oomparstift arwilior national w*yft to quallify the foll0winii design crftft 1. MaAmum Allawatillo Spons # PE00" 1 160 SW 12T" AVENUE *106 DEERFIELD BeAO;, FL 33442 FHowE: 954-354,0660 FAX: 954-354-0443 www'ENGEMCON rgm IL" It (1), -1 �j --amq* " TE§j In rider tow Large missile impact and fatigue load tests were Perfo'� ad u pro 16 TA-0 201, 203 as per seetion 1620 of the Florida$ Building Code. Uniform sUft toads as per TAS 202 PtobocoL Test reports P*Pa(8d by Hurricane EnglrKWng & Testing , Inc., Reports # ro-569 dated wMig%, AW570 dated 0911811996, #96-T30 dated 09/2011N6, all threa'signod and sealed by Flector M. Wine, P.E,, Fenestration Testing Laboratory, Im reports # 2032 dated 04/16111998 and # 2126 det0d 1010511998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, sWied and sealed by Edmundor Larpespada, P-E- and Henry Hattern, P.E. Tainisde test report No. 9CM-197 by QC Metallurgical, jnc�, dated March 13. 2009, signed and sealed by Frank Grate, P.E. Z3. STWUCTURAIL ENGINEE C&L-CUL&T-MMI on 20 Gage Galvantz Steel Panel for ma)dmum panel length vs. design wtud toad, as well as maidmum anchor sioacing vs. design wind load and panel length based on rational and oomparathre anaiysls, and In accordance with section 1616 of the Florida Building Code. Calculations prepared I>y Tilteco, Inci dated i uwM and ON12/15, signed and sealed by Walter A TVIN, Jr, P.E. 2, MLSSILg IMPACTRESISTANCE: Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WI D LQMS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Ma)dmum panall length shall be as Indicated on sheets 8� 10, 14,15, 16, 1% 25 and 26 of 26 of Product Evaluation Document (RED.). drawing No. is.on mwdtnum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14,15,17,18,19, 20 25 and 26 Of 26. Of Product Evaluation Document (P-E-D-), drawing No. 16-021. 5. INST& n shall be �Twlbrmed strictly in accordance v&h details indicated on sheets 3 thru 7. 10 thru 2G, 23,24 and 26 of 26, of Product Evaluation Document �P,E-D.), drawing No. IS0211. Nninnum separation to glass shall be as indicated on sheets S. 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.F-D.l, dretwing No. 11"21- ��^ AL2n.4a*%**bu-A-ri0NS. 6. MATE.RI& C ARAUgRI.-as ' - -' .45;w q Shall be strictly In socardame with em[Fl Italed on ,)Ind1QW*~ Ind dt,* sheet 1, 2 and 22 of 26, of Product Eval D.), drawing -6-0 (D (D C— U) —00 (D > C— a) 2 a) 0 -0 a) U) a) o 0 S— 0 = Li- CU C:) CU %+-- 0 CU > Cn E 0 Cn (D -E Cwu -Mu CD (3) =3 CIO 0 L- U) 0- CL (D 0 0 C/) CIO LLI Z SHEET NO. SH 1,0. --�- �111 2 fiENEM..NOTES. .3) IN CASE THAT PW"--,T STOW, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD OWOS BE FOUND ON THE o n Ryt ARA NMMLiriMtAkli sTTEIM71- 11T W E11 3:; E WNG WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THAE MAIN STRIUCII.W BEHIND SUCH PANELS. I. STOIMM PANEL 94DWN ON THIS PRODUCT E'Vi OATI1N DOCANENT (PLEA) HAS WEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SWILL 1E AS MENTIONED IN 81) AND IN 8.2) ACCORDANCE WITH THE 2014 (Sth WITIN) OF THE FLORIDA BUILDING COIF, (C) Lm MMfuMI. SPECIFIC lTtb69TY G 8. rS Mw.T.. DESIGN WIND LOADS '.dIALM. � A5 PER SECTION 1620 OF THE ABOVE CODE, - 1 4'e BY LTW. BU INC. r TAPC0IN AHCH.sS AS MAAN�ALTRhED IL�x. - #14-10 FMOATE FEiAAdE ID AND PANEUMATE PLUS ANCHORS. AS MANUFACTURED Bf E€ti7 PROC°i1CT5. FOR A WIND SPED AS REQUIRED BY'11E JURISDICTION WHERE THESE SHUTTERS COIL HE INSTALLED AND FOR A OIRECTI.OHALHY FACTOR Rd-0.8& USIA ASCE 7-10 FOR INSTALLATIONS UNDER ZD14 FOG AND SMALL - 1/4"e LAG SCREWS PER NOS.. NOT D(C® T1E MAXIIJIUM (AS,D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14, IS. 16, 19 Hk 21 - 7/16 f x 51W WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW. BOLT 4 SPECIALJY CO. N ORDER TO VERIHY THE ABOVE (:ONDIRON, (h'i9M7E DESIGN WIND LOADS DETERMINED PER ASCE 7^70 CA) MINIMUM THREADED PENETRATION INTO WOOD OF TA7CON ANCHORS SHALL BE 1 1/2- AND 2" FOR ELCO PAMIMAT'E KUS SMALL BE FIRST REDUCED TO A.&D. DES" WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO AND PAHMELMALE FEMALE 10 COMPA !E THIN W/ MA G (A'S•D) DESIGN PRESSURE RATINGS I OICATE# Ot SHEETS 7 TF^TtU 12. 14. 15. 16, 19 g 20. C,2) MINMM THREADED PENEi MON OF LMI SCREW. INTO THE WOOD FRAME UNIT SHALL. BE 11/2'. NO THREADED IN ORDER TO VERIFY THAT ANCHiORS ON 7HE P.E.D. AS TESTED WERE HOT O1U STRESSED, A 33X INCREASE iN ALLOWABLE PENERItATION INTO STUCCO SHAWL BE CONSIDERED AS PART OF THE REQUIRED THREADM PENELR MAI. STRESS FOR WW LOADS WAS Ma USED IN THEIR ANALYSIS, FASMIERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WHRH N.DS, 2G12. C.3) MINI LIM EDGE DISTANCE OF L46 SCE. INTO WOOD SHAD. BE AS INDICATED IN INS DRAWING STORM PANWS ADEQUACY FOR IAPACT AND WIND RESISTANCE HAS BEEN VERiFHED IN ACCORDANCE WITH SWWN 1620 OF THE A M MENTIONED CODE AS PER HURRICANE ENGINEERING & TIE'SIM INC, REPORTS 96-369. 96-570 & IS-T30 AND C.4) MIMMUM PENETRATLDN OF SNOOD BUSHING SHALL BE 5;r8`, 1f4' 0--2D SCRFWS USED SHVuI BE 1 1!✓2' LOW MINIMUM FENESTRATION TESTING LAB. INC., DEPORTS #2032 MN #2126 , AS PROTOCOLS TAS-201, TPS-202 AND TASK-203. SHAD STUCCO DM, AND 1' MINIMUM FOR WALLS WITH NO SUCCO. AS WELL AS STARTS AMTI6tJMI TEST LAB OF SOIJTHH FLORIDA REPORT /0219.01-49. AS PER TAs 201, T45 202 AND TAL TAB 2D3 ST C5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PAN8_% STUCCO OR WONT BOARDS S FOUND THE EXISTING WALL, ANCHORS SHALL BE LONG T8 R EACH THE M HRH STRUCTURE BEHIND SUCH f3ANFL5". 2 ALL ALUMINUM EXTRUSIONS TO BE6063-i6 ALLOY AND TEMPER. (MMYFSS WHERWHSE NOTED). SEE SHEET 2. SHALL AS MIMONEE 2) & C.4 -3. ALL. A LANNUM META. AT CLOSURES - 3105- 4 OY SWEET LEER SHHALI. HAVE H1 _ At1 - (D) � SMktEL.. � IISTAMJ„ED FIAI.OWIHC AL OF THE iL4AT1GYhMs AND 'SPECiFI.k71CTN5 KWF' THE ANCHNCR S MWNA'ACttURF:R. 4. Al STEEL SHEET METAL PANELS SHALL HMAVE STRUCTURAL QLAiLTFY STEEL, ASTM A-653 €BADESO M11, JM, 0-60 GALVANIZED STEEL DESIGNATION W/FY 55.5 kW (AFTER ROLLED). & PANELS MAY ALSO BE Ilsi`iV.= HORIZONTALLY FOLLOWING IF MALLATION DELVES '.:silKt" ON SECTION 3 THROUGH 10 (SH'E.'LTS 4 . THROUGH 6) NPN TRA.T FI'ADERS tI r SHALL MDT BE USED. S. ALL, SCREWS TO BE STAR' M ST'1EL 304 OR 316 AN SERIES OR CORROSION RESESTANT COATED CARBON STEEL AS PER DIN W/ 5O knf YIELD STRE'MtDTH AND 94 kxn TENSILE STRENGTH do SHALL COMPLY Wf FLORIDA MUllLD9H0 CODE STER W5 TO BE Q. LL SHILL BE THE 1ESPONSIBItHTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRIICTt#iE WHENNI,HT SEC7TON I SECTION 241 { 3.3,4. ATTACHED TO INSURE PROPER AK:Hf , THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUILDINGS. _ & BOLTS TO ME AMU A-307 GALVANIZED STEEL. OR ANSI 304 SERIES SIAINLESS SHEET., WITH 36 JIM MINIMUM YIELD STRENGTH. 10, EACH REGULAR STORM PANEL WITH LENGTHS OVER e'-6 THROUGH 12'-4", A4 P£R 5E(:IIONS 64 4 9 at 10 AN) ALIT�NATTMES a, = 9W Mr IOW ON SHEE°HS 5, 6 Ma 12 YI SHAD^ NAVE A iEM€iLE AANc REAOHLY M AIWI INSiRicnwl� OWNER OR 7. ANCHORS 7T) WALL SHALL AS FOLLOWS TENANT TO SECURE PANELS. WITH APPLICABLE DUlW PERIODS OF #I3F40CME WARNING (A) TO E70STIN(; POLICED 1Y9NGtaF'rF 11. THE 1NSTALIATIDH CONTRACTOR TO SEAL/CAULK ALL SAUTTER T EDGES WHICH MAN IN CLHNNIHHAN. C°ONN;AC'T WITH - 1 j4'I TAtAC01 ANCHORS AS MANUFACTURED BY H.T.W. BtILE1kX, INC,(Win. fc-3192 P.a.H.) THE iN1IDfNir TO r'VEMNT WIMN1/TRhIt INTRUSION.. _. 1/4' it x 7/8" CALK -IN Ate, AS MANUFACTURED BY POWERS FASTENERS ING. (MIN. fc=300O P,a.H.) - 1/4 i x 3r4' SOLID -SET ANCHORS, As CISTRIGUITED BY ALL POINT SCREW, BOLT do SPECIALTY CO STORM PANELIHb"iA]ATKNN SHALL COMPLY WITH SPECS IFD#:JsTID IN THIS ikCAW1rN0 PLUS AN'Y BUILDING AND ZONI�HG REGULATIONS .. (WA. (WA. rt -3000 ".I.) PROVIDED BY THE JURISDICTION WHERE PL]iM,6i IS APPLIED TO. - 14-10 PAELMATE FUME D & PANELMI" PIS ANCHORS AS MANUFACTURED BY EiCO COWIRUCi10N PRODUCTS. '� 13. (a) THIS PRODUCT ' EVAELkMTKIN DOCUMENT (P.E.D,) PREPARED BY THIS EHEF32 I: GENERIC AND GOES HITT FR0'.C, HNFORMUt'ri8?N {MIL fe-I350 P.a.0 FOR A Sat SPECIFIC PACT•, Las WHERE THE SITE CONDITIONS DEVIATE FROM THE PLO. - 1/410 CF TAP-0PoP AR04DK AS MANUFACTURED BY TRU-FAST CCRPMARATOON (fc-36O0 P.n.R.) _ (M) TOR TO � FOR THE PURCHASEAMit7 INSTALLATION II LiilNt L SAFESY i7F HIE PRODUCT A,1) MINIMUM EUBEDMENT O F TAPCON AM HS INTO POURED CONCRETE SHALL, BE 1 3/4-, 2" FOR PANW ATE FEL4MEE BASED ON THIS P.M. PROVIDED HE/SHE D NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS 1DOWMENT. D AND PANEMANLTE PLUS AND 1 1 4` FOR OF TAP-GR ANCFHORS. r CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. A.2) CALK -IN de SET A40I4CFt5 SHALL BE EMBEDDED 7/8' INTO 1iiE }AOL)REC CONCREM NO EIIIETRMi]NT INTO (G) 1}IS PRODUCT EVALUATION DOCUMENT iAgLL BE CONSIDERED WNVALID IF MODS, STUOCO 91AU BE PERMITTED. 1/+" 0-20SCREWS USED S?Wl BE 1 1/2- LONG WMLMUM SHOULD STUCCO DOSE ND 1' MINIMUM FOR WALLS WITH HID STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED MEWS W/O HEAD, (d) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENQ E'ER OR ARCHOECT WHICFH WILL BECOE THE MO WITH WING NUTS ENGINEER OF HECf#iD (E O_R.)� T?£ M4i0 HECT AM WHO WILL BE RESP(kiSI�E FOR THE EDGIER TO THE A,3) IN CASE THAT PRECAST STORE. PRECAST CONCRETE PANELS. PAYERS, STUCCO OR WOOD BOOMS BE FOUND ON THE PROPER USE OF THE P.E.D. E OF RECORD. ACTING AS A DIL.EQAAT£D - P.E.D. ENGIINERR. SHALL. SUBMrr TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR WOW E7(151YNG WALL OR FLOOR, ANCHORS 'SHALL BE LONG ENOUGH TO REACH THE MAN "STRUCTURE BEHIND SUCH PAN" AHC"RAGE SHALL BE AS 61NO M IN A.1) AND IN A,2). (a) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND S0vLTURE OF THE PROFESSIONAL EHN[NNEER OF RECORD THAT PREPAAW IT. - t j4 ♦ TAPCON AtICF Bt AS 1, I md MANUFACTURED BY L T. W. RUISEX, W. 14. SHUTTER s LABEL $HALL FIE LOCATED ON A REAMY � LOCATION AT STORM FLORIDA BUILDING �2 ONE LABEL smurmt INFCIR tiOD PSHW.L - 1/4 s x 7/8' CAUL -IN ANCHORS. AS MANUFACTURED BY POWERS FASTENERS INC.. (MIN. Cc-ISDO p.a.1.) Y SECTION1T10.6OF BE EDANEL E3AEiT1' L M 7 NE - 1/4a X 3j4' SOLID SET ANCHCIRS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT do SPECIALTY CO„ (YIN. fc:1800 p.a.L) - #14-10 PANEIAMTE FEMALE 0AND PANEIAME PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS (MIN_ fc-2D71 ) \\\tiA S44L ONLY BE USED TO . A\ '^-. = ` "- PERMITS IN THE STATE OF FL MdDA ?Vet�nt: - 1/4" / ( TAP-i;TtlP AINCHQRS, A5 MANUFACTURED BY TRfI- 'A5T CORP[NLM11Yi7Hl FLORIDA BUILDING C'04E NH i$urrH�ssie Z.ona: -� O. , ,y.. C a7 ram. i.0 20 GILD GUWA 'STEEL STd;E'i1 PAE rF°SkL ���5� EL1) MINIMUM i MENf OF TAPCON ANCHORS, H PANELMA°IE5 AND CF IAP--GTE ANEHM INTO THE COkIC12EiE .1. DRAW It '�74': BLDtSc RItNF SH'iAL BE 1 7 j4', ROOl1CTS, IiG, a3 .1•" .,=I�IECOINC. GLOM PROTAm 8.2} CAN_K-1HN h SOLID -'SET ANCHORS S1iRLL EMBEDDED 7/8" INTO THE CONCRETE BLIX,'1(. iHHfT. RHi EMBEDMENT INTO ' FUCCO SHALL BE PLWITT'ED> 1/4" 0-20. SCREWS USED SHALL BE 1 1/2 LONG IsIMM4JM SHOULD STUCCO - &VL 6 7at.rr t; wWr a A MRc^ r T-^C'1.1 pw0c. FAT& (WA EXIST. AM 1' MINIMUM FOR WALLS WITH N0 MUC OO. Ira4Tattr"as' �fi r' 4 fi...AL m tom. f. � F"ki ` PRO PAIN ONVAPQ V. • i9'.. iIiRF7P Aix Iv HN" m .-W s " °Ali[T AlAfim At riHe¢s a rwom 9) '�AaaNAMIaXNAwaa. .Y ,.0.00 1 a RE SBGiNN/S 1, S ! 4 am Comsm Alloom CGIICAEIE AMl7t0a3 OM 7xarmu.E NIA ttlst3 a d al COMa�TE AkOORB �tipF�illE ON " s a 9ItDAN 9) cmocwm AM'�%WQiida' CO CREFE ANICH Bs (SEE S0*1)" ON sPEETs 5 RWOAAIII 0) a. EXISTING �ji i� `irCkaL �- M 7 121 O.C. Tf1F Hsm man awu I t"`""-.HrM Ara. W c� IFna � I at aA'vs. H M W� i I M H I mar w 7-°. VARY 3" 1 OBI.* C.IL 3 04 H E%isTRNi PQLNR E, . W A2 Ham" D.c Lai • sG. - AI CH= DOLE ls 0) ""rTING. P I OAt1RESE, OR M-TE OR -. - CONCRETE BLOOD( BETE BLOCK REO(IRED. 1r 1 2 sD r 2 ANCIlKW 0ONCRETE ANCHORT \ SA r/ 4I,0.• CmAtSCliH3U 1, axR, sSLs e!' bc�. SHam a gfdo C61� 9) SHOM 3 TiioK;H 9) �N�F� L� dL QU`i�!?i+iSi ��A�.3er�E� �1 arvx Ylf { 2 ;:GARLIC 3/6+"1` SCALE "-I- ED. wA EDGE DWANCE (SEE SCHEME ON SHEETS 8 & a) L'®Lf(NHUYj CkR:�"ECiHQNS; TOT' ak BOT%, W MOUNTINGS CA.'N BE COWNED IN ANY WAY TO SUIT ANY rX '7 6 MORIDA BUILDING COTE(HI h Yefacft munirx»ne zanl) I CA O As 7JL7 L r 20 CAGE GALVANIZED STEEL STORM PANEL I{�q Rx+ m Rr ', ` /w►GLOBAL PROTEE N IMODUC S, U.C. M r'4C' r4 a NM «MrSAwr . tt, ssat4 15-CH21 j} ['.Is r eav ec aaa sr„ aw. rAk oAar.A oAaaos a Mara! 7rxar� (aSc--'3Np, ruc cant ig 4. lAnYw, NAa9 aA,,.AiM. 1Lr: N%iR aY{f-AAf AY MAPp'iAA AW4 fad iJ•3[ WALL AND FLQQR MOUNTING NSTALLA►TION FOR m0�y0 ,SPLIT PANELSXP A 1 4Y 9#Ae r 4 SCARE: 1/4" 1- �`t6 ' 1 4 e 1 PANELA. W 1aRC .�J� LD pad„ -i&9 pwi, r _ ean..ta Auar �S1iAY O 6" RIG. Y� [� 2 e 2i T°�' -Y t f�7 i' w ioP • SLUE iI+'-1' e, IOK OF �jY MULLION MHED EL Li• NORM A m sacc AE. %ATm A a 9) Nma MMNc J. -72,a Pad, r k4 3N>:rgA4c . a HANEA + Meal. MIULLOt REQUIRED Wm SPAN (FL) • TUBE MII4YHON sw' > 4"-8 TO 5--a" 2' x 4" x Ile > 6'-6' TO 6'-10` 2• x 4" x t/'M4T 4' Ne / * SAALS �FO R pA_&O. PREMRE RATING SECTION f Ur ib ,�STnHni ORENRED ANEI.s iEr+ciFL SCALE 318-1" M07£; MULLION CAN ALSO BE FIBS &LED W/O STORM PA+91S ON T0p 09 DarrOM SO THAT IT IS LOCATED AT RCP dR BOTTOM OF OPENING. (ORE PANEL OPEW40 W/ TUBE TOP & BOTTOM) - SKATE Ile�1'. IT � : .. �� Zlomlf 0 { 2 ids .'1WT EiN�C T1'P,DGE ..... �L" i 7.006' `DMEQN N FDR R GULAR AID (SC 1/2-1") I 1 P p . ea4.+rH sir t `ti f 2,�€i' A N A­e"rumm GME 50� ,2 , ,J w c D wv_ TAN. A 2.19Y v - �H$ r. ,P4 t?5" 1 r . 25" I T4 _ - A., S4 - € sE12W spw F"--Uc $ [1 �_ a T� lam.£ ✓ate 1To � 9 .t OD 093' 1_7(3' i 1.500" I 5` 2. Ma93" � LOSS" 2.125` _H ?5° ROUNDED UAL CDRNER 0 ENDS OF PAN 'S fL END LIP W/ R WOE. ( ,r1 }j 6R � € ME . f 1/74 dr. 2,114 d. i+' .374' _ ry . OF PAWET,. °1 , ` .18H" A#3& t A s."?MrMa t Mp7F4 3 Ei3!-.E 7O' S'Sr6 F,},4`' --{ XiR(%If' dk 12 T,/r O.C. t 'R i.Od3"��HHB?" z•. 1.055 a pAe+fRl tWEmJec• d ". A�&r..ms* i AY 4A on NA4E( E ($ O.D3a' (LaNa.) .VAE42ED STH31. 13' Lat#4 .sus i S C f"Ar Ei DRftiA BLHHLOHNO COi3E NtgMi iaHsctH iiu sNean% ems) D8T' MAO %lm a1 1€L earmm+ : 0^ `• s 4 Isar s Taa cc ac c GAGE GMIVAITIXI I ST9 L STORM P EL `9 M1MW G NUT _ --- u•_"..-- > ssxt c ®I ALIAHEL. is ,+� g _ 'CU . -. .y. i+ Lam.EITr E �,. �°R HNC. 4 D.9. �t 3iMkT "..> ai l:�StrP.kwA• MN7#-�.. il...'.a 14 �r as..xar 7I-a - _ 1:5-^�L.21 X� X1 r4 _ $ FAa. a a a. ,W.-N091 M1s NUT 'NAIL `.-. .`.. ,' an9' M.i, ao-� s4. �.., aewr � �i 3SaAN i '!N� - 3Tti1C *AMERWW r'i.m. a;9ieI u.Fx-ram., w'e-ssa r,,y , � A1_E�1NlEE�LE� -RANEE > • xFtC y sz ws> 111 (sTAsa ss es rrM wn . 7k r.i�ts. s�ll:aa s133, O . are :ter Am ".AEA s s �s 4LLMATt FE87V-E tD. CONCOM ON SlsaT a -k a) 91 N R a 1 0E-2w' 4.S a � AT fu✓ 1 AiF AAMIl. F 6O&Y. I CASHIEET 3 I i W,W — 1,} " r, H EMAI IN A PAA NE]i TF:..• f£A+hI,E ffi AM ARN0,3NATE PEfE$ R'r7R CF ii1P-4w'R"iG Ts sm4e vac ON t �4 �y T E �ti .96�Ss R M� Wd� A.e•AA •S 9 #r'5 itt;k477kR) O 1 ;f 3,a1` £7JST1H24 =` NEW I" WIDE: x vAWCS x 1/8' OPENNING I 1HWCK ALUM. TUBE OR T x R FASTING BAND 1',7 WOOD PLATE SPACE ��... H 1 ` ALUM. RUDE. OR 1' x NAMES f _P>T. MOD PLATE SPACER r I •+"`' _ BEHIND TRACK ra WHT A1khKM d: I sca;pxax.. i y('2" MBIre. ON iii a) m N C,A1'RCRE,'YE BC:OCW / ewa. 3PAGr7i AtERC TWN E a a 3 MaA, i?ErX.SivEO. 1 ` HOOT. Erb )( Ii ,rygF�°i�E�1j. E'C3R .P 3. � '}l`FWEI Al TOPE OR E.iT. � E F�STACEE (SEE SCHEDULE ON i SHEETS 4 & 9) DEWLS FOR I AID MOR III UMML � �.4• ma`s �,. 1 x 2 3,Yt` J i� E x• x s x.°_,� C° ^) �' ma a eta � [ aaaa. x tJF. SCALE 3/tit-:. ta.lnr wmyS.aSA.+r , viS=,y, R id aAm.. wAZA-iA+t1�aY caR, amtx."�,. rt�x wre i 4tia Ira 1, aAwn. cera eaa"aSac�i - #E whaAw. w - u AiTri iJ3M. 7Sti` FSA�a _ �y t{�I'I scAz� 3/11' VY to taC" ey" ¢Ary!}Wa } dA t ----• a� ��jjrr � as car .. 7 VAL ➢7,,3 i,AlAFk h LY?wi =sCl 4PL MAXIMUMPOIGN PREINGaM (VALID TINILY FOR INSTANJ.ATIIMNS' AS PER SEC'roo I THAN 10, ON ITS 4, 5 Mt 6) a WTIV H2 Ile H S.S. W L Ar �MC R 04'FS40 M! M IDH UM, IV PANEL. d QM AST ESE 1� SQ RE � RN 5 S � A'b.�i g RI } � a Al eg � ) . f_AQ.INQ SCHEDULE E REWLA_ .._SI!�RM APJE iF_ t�LLE�ATI�� EXISTING - (VAJO ONLY :FDR PANELS (Da & HNSTAH.LoaftS AS PER SECTIONS t THRU 7, ON SEEM'S 4 it 5) APPUCARE i MR 1 # p S ✓es � N GIRLIE (High katc i4UHrHa� ,; ,�,! fit. FLORIDA�'� a�H�A BUILDING (k9_. �F�A NaaMY'3 axM>waa r 2D �' CALVAINIM STEEL ST€RU PANEL, ' '. OW GE[kEHL PCbICEftEE PR DUCTS, U. °'+rA 61 Le. �1, 1 tSrOw ;fi LI axn mMarMe z+Ai PaLNseyaea-2s4A {rNSA7 `5 42f ^ rc.,„,•<. �� aBwa. rare ,Atw a:°7'4R sn-scAr - a� x� aGodrrd P. N/A or MAfLMtAl6 AS.O. Mdarm L ik.� °'RAINS s.) aaPIMUY S£P.APAflOaH m PAd+XT. QaREHM�TTaMN t,L;x'S � -.. 5430 2 3I<' 1 iAWri.S' 6 R 7 HaRMar, -7"d.0 YIN-" TO 1T'-�2` Maa. 2 Y/2' a -4a t1 12°-#" rTki L"E3S' 3 1f2' ^ MANIMFIN As.ts.: H�euLRUM as�sic�s �PI�xM�Ic �oHa e.tL . s 1,�z" 4+ .� TAp:AR R� cAmn-ak T>r�(RMAT� eMamw� uD Pa�.tlr: ICE rRSRis f � HUHnue�M aAREa `L' ' """"" _ ARMY I1YSti LEJ4GTH (a,) t RATkK; (pi.1.). ' TRY C"� � Hx.ax 10 :TC°. W:3X'iCWlkiS ROM TO �tE � TO G'OT70RE1'E TO &"££' �La:We - DF" a' k/A. N/A kd/A. - IY Wri4 I' k'iA S"' 1 ) pr/A N,AA a` 8 a" I' &" a" 1 (Pt}1`t4'1A'E) I' N jA A RSA a. A 6' H�'A a" ksrA 2 (1C3'a 9" 1i/A NIA N/A � a"' H1{A� �iY$dl) 3: ^-Tii3 B' NIA pifh x5 1g � 17 H AA�IaN� Y}$� e � a�rAIL4Ti1kFi aiaa Fri . AAtR6NAAN A*WCHiDR AAAf,�Y� MIaHeNu ORTAM.@62' AM." IFJ1 CkN iHA3 FaR E.Oµ LESS Ta>AN I�,CA1LiA t H E Ir L1WEIfhEN s�ADsAAm �NHMLTI CAN A� MTr TNa FAL'tOdLS. FRaR 1H� '% tom&. I � '�1At.`dED I F�T� ;MRYN.I. !iR€ 1R , 1HINH HMNWatANA SPAs„a48 a�Y:ATEMS F'i'� FAdt A9#CW1CIt 1TpE AT � I.EDIDIETNO. AI+"a 1f4ia' 1,/4"a %ri°i 'df4'mr q�4o AHRaN1N TYRE TAriXMA LY 4#'A- rip CJ@:K*9b SCk�� San. ALAyt(,R ",F+ASaM43 3 IQ 3 4R'D69NRCX GbrRMa RYA} 8 S - 3 I 3 x tjx- _ #rraMM Caiaais a4cR PA~d 3 _ 3 1/2 J�3y:Pd. � 'H FAFiOR 3: T.c+m Rm ^ i.iar! Sac m 1iN/1T7Y 2Yt?A/10 �V�J1�, 4Wjj10. 5W/10, 6W/11 & 7W/11 ANOH(O.m FOR COKRM Ic'OULE ON SHEETS 6 & ,....-. FOR WOOD SE£ SECT04S ON SHEETS 10 3c 11 --- a DXTEV A,MNEL;s W1 A` S. M.5. my W A 7 ' x 3r 32" TI>tINxHS 0 F.A. SAP SECT04S AS: ( 1/4. ' /4" /4, 4/4, 5/ , 7/55. 1-- M�v: t Wf 10, 2w/1 0, iK 1 o, 4 / 10i 6/5 1 • " M40RETE SEE SrkEWLF ON FRS 8 At 9.. 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SH 1. 1 a) Cu (D 0 > 0 LS FOR REPULAR PANELS -A E LAS EANEU A, a) CL 2 I LLATION QEJAJU F_QR REGULAR EAIJELSa I-NSIALLAMN I d JLj$jALL "Tt D JA FOR REGM a) CD_ 0 Nm INM.-EXMING WOQ12 $IRUCTURES PAta LEWrIm tw TO t Ltv Dc EXISTING WM) f. IsTING WOO12 9 UcTvm Fm 1-04aTits W To V�r v__ OR 10 Mu..Q�T� INIO cu -0 0- A_ (D (D *'ffiA!Z,. TO HEADM RA ALL 1,049W.1 UP TT '2' MAI T cu cn jv�-Io WME PLUS c/) T�v (D JIRAT I A" TO wow TE W/ 7/8 0 1"e-m 1[ SA 0 J� XN f it -q- Q U- eAw SIM a CIO L It sm It 0 co C) efiN 6 Ile > c/) 0 Wl� a) wx"m a) -P.-f wwo Iiii-vtot W15 WME cu Ck . I ZO cu sm so*uu ON sHm a CD It SEE t,>,1JmE 0H ��10ir s 1 F WALL bUM LJ A/9-1, Is C, MAM % mm PAN I LfNG1H INVALLATION- WVk. FANk UAM Mm. PANEL LENM (SEE Nm 1) mam I/r t. gun ('.K WOE I i (SEE NOTE 1) sm smff�m�l C* $"w a I Va-2 WIL�l Nul M FOR Wn, SS106RATWK oym,* 14 to \7- _W I SEE %DcDLkf 70 GLAS5� C40 Sim a I FOR W�_ I MW SRO svmkTm 1 12 1,20 ojc, TO (AAM ALTERNAM I OR SCALE MOM OF V __qI MAX I 2WAUAPM AUMMMS RWAIJAIM Mff," v I EO EQ +55�5-W.0 WAX- t ---- -- (SECTtON AT TOP IS UNITED TO JR Z-i� ASO DMIGN PRESSURE RATING) miLe 1/0 wam PLM SCAIE Ile - 1* 7 Al X Edw T71`0 0 MTV IM/4,00- t 1, fiv- PRIM. L04114S kw Im _w No a 4-- 1- __ 1/4N LAC SMM v__ VIM FEMALE 0 OR Is. c I 11r t SCAU 3/6-1- VX4 W�rai wow-2ug, L _440 V, I IFIE MI. 77 Auestm , , - IN "t - i W/ 'M mitL Lj 01=1 M91AMN9 INSIAUAIM Sul OUT dw INIVALIAmom AT JADVAOTH OF KATE ALUTMAT&I-ft mmmT_jw TM VAE 3/%-1" MALE I/e­l' 1HRECL MQkW M1611 mmuimp-IMIMAMM fun mamm SCALE 3/8-1- SOME 3/8-1- SCALE: 1/4' - I' 1. INSTALLATIONS ARE ONLY vAUD FOR BUILDINGS WITH ALS.D. DESIGN LOADS 1. WISTALLAWNS ARE ONLY )0ALID FOR BUILDINGS WITH AS-D. DESIGN LOADS ILENNG CODE (Mgh Volo�� Ht! no Z-one) f'fA_R AtTV_i,1TNV_', DO. 9w & 11,hv, (*tY VXID F M., I FL(AIDA BWLDING CODE (Mah Volocify wirricom zone) 'It 3-01OS'UP j0 +C5�8� AND UP TO +55.5. -72.0 pa.f. AND RANEVS LENGTH UP M W-9"� FLORIDA BUILEIM OODE jh Vetoctty Nu no Ap"o -1 FLORIDA SUI &S D. DE,*, WOOD MEMBERS TO BE SOUTHERN UP TO +55,5. -7ZO PSF AM PAi LENGTH UP TO ____ I PANEL'S 'FN0,. !P To 's4F7 �prlxoe 1� 20 "a GALVMM SJM SIM PANEL i, L TO I' EM #-VAI mum prm DAWN ft 2. FOR NEW WOOD FRAME CONSTRUCTION. *,wF* xwo� "m PINE 140� 2. W1 SPECIFIC DENi OF 045 OR EQUAL 420" Ixum m 20 SAM G&VMrZED STEEL STORM PANEL 2, FOR 14EW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE 3a"ERN, to 20 GAGE GALVAM20 STEML STORM WW�) kti:)AM-ln E SM Ml 2 44161 OF IF No. 44167 PWE NO. 2, IN/ SPECOIC IDLINISNYOF 0-,55 OR EQUAL 51� PME "r, 2, IX/ i0N LIAL Losa PROTEC'no* PROOMM _11L PR=CT= PROWTS. LLC. 11LIECOmc. \0 w-v m &I wtin rz1___._,x___o�_ 57=7 IECO,111114� RM MR COMBINATION OF SEMONS GLML PROTECTION MOWTSI LLC we /T1L7EC0,,-.\ ONE P_ 3"14 DMIE, Fl, 3M14 �-i-y--J54k FA* (04)M-M7 15-021 p"DM t,� 4 m Top & 20TIOM MOUN'"'Na-Z clq� OF TOP & BOTTOM MOUNTINGS CAN BE w4l mwr.*=w=o= W-4)NIS-744A, FM (069W-4-W WMENNED IN ANY WAY TO SUIT ANY TOP B=Ou MOUNWO COIN BE 4_ w COMBINED IN ANY WAY TO Suff ANY AHMT 1. OF 29 INSTALLATION- AE 't, V� 14 INsTALLAw ft� INSTALLATION. CAW"fD 14 ANY WAY TO SUIT AW .......... . CO*METE ANCHORS fm cmotm mowm Swim" OR mw 14..-- 00140�UE AMOIPn MR Nm scimm Sm SIX11014 ON SHETT 15 1111A.. r47'� (sm smomms ON scipmuE ON & Iw/15 08- AT no fsktla IMIALL-ATION QUALS -MR QEIIQN LIM UEE MEM 51-0-EM PANEL MIEM SHEIT 14) **FT %4) r*1/4, 2/4 21/4, 3/4 4/4 2 & TWITS --io- SmEws 6- ma W/ INJO BE-0 k1.11 lomwm Fok-1101ION EXI N POURID Co"wifm _j - - SUM 0 To ry-Itrfm WWD IMAM POUFSD Col�qwm T W., (CASE i) t 0- C-) W 9 vim 3- woll (CA -SE adERLAP snm F-2 -J t_fifx VRMXXL� Jam EQ IFM I'm M.. in OLM 71 011 1 JiL " --END mfil. _ Sf= 'cuum pm Ev /471 $It wX0 _4 OR 1:� OR 2 FOR s"r wo, (CAW Qf q. . MO. (ca-E 'J� TG A004OR (4 OR DIRECT Momm SPACM SPAOwu WAONO (11IZc`QWt, ItIfti4i J- LUIOCUMM 2) MOUNTING INSTALt_AT1QN_(A_PPUQ DETAIL A-_ MA U -A- IT I N (APPLICABLE Fll� _L0_ $CBEDILULE 1) T 1 2 ISEE 114EIA1.5 1/14 18 r1=12 &LEAD 4G �J, A CORRESPONDING MAINE I ALIERMAIVE-2 DU10 PRESSI _D S INC s.f A, 2/?Df)M t/14 MAX Lf4U_M...A_d&_, _PRE Q AND NAM-ML", t M, -011 CONCFWE 4 1 ,,, " I 1 1111 ROM04M :1 '0' -1 & & 1W/15 I LJW/4. 2/4, 2A JH�jTAL_ NCRETE MONS OC TRUCIURES LATIONS INTO CC- CIRETE RL PAO. I S PIA Mq� _j ON J NOTE %SELO" ARIIA WIND UFE SAFM PANELS LOCATION Of UFTE I� Ali PAM$ W/ OR Swm PANEL Fua APPLIDex To rA.L VAXNW xsljp� vpm OF up -ow ovx_#� -A*uAtE mom 0 pwamm W/o REWLAR rRom (SEE NOM I OESM uW�p TO =Mm-) I 'M TO BELOW) V*M 9C lltWM�Elt AS To TO wif - um Q FANIM OPOM SfAL coi0w[ii QNICWT OF FM wTr*4sfx*s Rao on III= wcom 0�*� ALMYS BE I ----------- AND ~_w mm mv"tF ME 001CAM) comaRm m0im sm m4off is Fm *oA)A$ r1ft & SpAcou POLIM CONCRm N/A fi- SHEkT 14) OR Sim at E SAFETY TO 1:=1x "T A /A N/A 6' NYA 1 2 (MP) Hir- V VA QPJJON RMI _j� t ORKNE AK*4m 9PACM Of = M BE PISIALIED OR ROAVOW FPCM *IS" 57-01 OR LESS SHOWN &4 sc"a"I Or TME fmjma� FAcmRs. FM rits optAww" w m COMCME AKCHM v _7 ir I (SOVOW1 VxTok swil WYE fF Lm 7vm Vita" iFp�iw- ibiii" micim- lyn jT Mao;"S Lou-na 14) UMLA11-0-H ir X/A N/A N/A N/A N/A i & 2 crm,) T � SCALE 3/32--1- TO I*_81 T- 1 6. 1/2' v la� i (BmTow) AMCIM TITE i4A I WAU MWNTING INSTALLAM WALL A DEUM MQUKn ir 51 e --- I 2 CMP) SECMN I ScAm 3/8, SECTION Ir /A t 14% Z _L=�7 NL .... Ar tacTfom) i I TJ I F 47, L k= tt� 0 1 L 1 NQM ON UK 26= SIM EL MMTEM MISIULADON 1 -4 - IiA L ,N=/ r1mlift *A-* 0.), 4 ��11� � ALIERHADVE v roml) XAS-L Cm om womm 2�1.e kmt k UFE SAIFM STORM PANIEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) 2�1 I X1,Pm e ox, -or/ Afr OR AS AN KNOW PANEL, (ANY PAN& LOCATION R4 BETWEEN END PANELS). =11719.91111 �z ;4­ "Awl, OR LIFE sArEry PANELS MAY OR MAY NOT BE INSTALLED Ammm am Nam 1) 2 , dDAV ig"Joubm-0191m Ifu=i Itz 911). -3.1 1 1 Lc#* w4ss ous�w,� *j TO REGULAR PANELS u&vmm (w/ ON W/o REGULAR TWOS) WO IP OF AIM4 TION 5ECTION-B-nk CAWItc-nii _ALTERNATIVE WOOD FRAME ONDITIONS ANCHOR LOCA 2. LIFE PANEL CONSISTS OF 04M' GALWaM STEEL STOW PANEL AS oesm TAPCON I-MMAUTIE Plitt a r OA- W/ I I ENT . SHEET 2 Of DRAWING. SCALE 313V-I* ­ � --v I __caA=w_ lwzm TIM., 7ihr.0ow PE407AIM T�l f)05744a PER rRESSAW ­ OF 1HEM 47M SWATER IRROM NOT SHOW FOR CLVVY THIS EffHa jisaj, To BE REMOvED OR iNSTALLED FROM THE INSIDE OF wwo ir��.2 C-04CFm.. P_rx� I STRUCTURE ±!t-2 --0 _5 -s" 2 (BOTTOM) T-s' OR LESS S51WAMN 3, LIFE SAFM RX REOUIRES Top IRACK TO K COMPONENT 0 & BOTTOM Tp" TO #001 --MO 2 (BoTTOM) 7­s' OR LESS 'v Tot ALTERNATIVLi-w +52.8 V 4� ?m PER SHEET 2 OF THS DRAWM I , - DI 1 '150". ylklle (BOTTOM) 7-4- OR LESS BE INSTALLED WALL Oft FLOOR MOUNTED FOLLOWIM SECTIONS t & 1Uh. Wlvcli�y Hu a Zona) +65.0 -12.0 2 I/r 2 11r -3 1/2*. _2.. - -4 ODE (RIgh voloc urrkone zo")[ SCAM 14V - I' M2t wF41001ty His carm zone) I I � - �Y_±_ ..... ­:­ FLORIDA RUILDING Cli L .x FLORMA BUILDING CDOE I FLORIDA RUILAUG 2 ON THIS SREET, AS WELL AS DEIAILS 1 2 ON SHEET 14. _iW.­. - licsv"'N - . -- � I, 'a f-RA- 5" -72�O 2 07 2 1/27 N/A 2 (wrom) t67'-tr To at- -efir 20 G" GALVAX9W Snn WORM PAWL o2off lxma;% W_ +5 L___ 02M mum W_ ems mmm NAM Alt TT It 20 GA4E GALVAHM STEU STORM PANEL DAWN ft 2,0 GAM G&YANaM STEEL STOW PAN'R DkAAW NO. 44161 -72,0 kiA 4. AEM LENGTH FOR COMPONENT VIS 15*. 2 (amm) MAN m on fDANC*lOR4QE AT BOTTOM IS OVEN ON +65.6 SCHEDMLES e SHEIET 14. m/tv'm I GLOBAL G r GLOBAL PROTECTION PRODUCTS, om *X uy MAZ LOBAL PROTECTION PRODUCTS, LM COMPONENT y PROTECTJOR PRODUCIS. li QqF1 BE PERMANENT OR REMMABLE, m,.I- Port_- AI� om--e v&o Fix, i Tii !_,rj. mvw WAM UP M 11LIECO lose, *No sm. ss mw ILFE(�Om 3* fit vmu 11LIECOINC. 0W_ FL Wil COWA) 3mt4 tzmr _mroa 1 SLI a omIlim-mao, I SM M7AWS FOR INSrAL.AWN INTO WOOD FRAME BUILDINGS ON SHEET 15� 0.= PAK-- T FL* AVOW W= FPAOE tMiSTMXTW� WQM kQWM 10 OF SaA4EW 4wA!1j111.0 FINE K. 2� VV SPFCM DE49N OF 0.55 OR MMAL ME - =a n zif on-7 '&f40Rm?,..e I ZAWo 2 VRAM *k SEE SHCEr 4 FOR DETAIL APPLiMILL TO THE NECESVTY FOR THE INSTALLAMION OF NOXT 15 OF 29 SPACERS AT TRACKS 106TALLM ANACENT AND BEYOND TO STUCCOIWOOD BAACS� PZ viro I's OF 20 1- - - tLw__ a INSTALLATION DETAILS EOR OPTION J2 FOR UEE SAFETY MRM PANEL_=01" ALL&JIgN QETAILS FOR �Q�N� FOR UFE__ FM 5TOR ANCHM (SM SECTMS ON VAXTS V. IC IS 20) ltlj!Q EXMTING POURED SQRgjEjE_Q2_oMRE E BLOCK STRUCTUREa jff�Q��Q POUREQ QQtjf,9EjE Q QQNCRL1EJ9&QK__� 417 MAX Wis. r mkx� 1. TA-PaM AMt9kR3 AK00- I e TAPCON XCHORS so MIN. Aw/m dw/w I TAPCON AkMFIS r 1 4- TXP�04 AW>iC'1fr1 C C-ONCREIT. PouRED CONCRETE PO4m. v 0I, = oR comcmE BUICK CR`_� P6,", cn 0 W=ED aootc REw*N:i, I ElLWK R__ Ix IL I NOVA"N M It I I i - I 4- eA'\ A I sw, Ito (SEE SOIMLP msrm emtNc�_j EXrli_T� cu <344&s" LASS It > i �i 0 UP Ij � i t/44 v Ile aw, r KH a 1 1 1 1 A 94' *w, � a It "M 7/9 1 -f-�f tt­ W, MAI It I -_ _y­ __J! Iser a IgFf - *W I =VI-6 r MAK r MA)c (SEE SECrKW ON SHEETS 17, 18,19 & 20�- =3 7_t7; t/ 777 OPTION J2 EM UEE SAEM STQRM PANEL(I ELEVATION __rn -0 I/V aw- Qw �w 0 2AW Oak aw ffr_L*W� Ou" NUT VOL HLIT *0� t4-1WO PNaMAIE PLUS W/ ,-7jilet x 3/3-2, ww- NUT V2 610 FARELUVE Puz w/ 4d,= 3/32- A*b� WJT WAS14M /a 9 v W.� - ----- - ------- WASKER 0 12 I/Z'C-f WAst O�C. 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SCALE 3/EI Y FLORLI3A BUsi131F€T) OBE (iitgh VoE liaa_#rt arm- Ts AI } �t5 R /TRNiCiA 6 Git h Y4irAcitp Ift#tTlsxrna 2 ., saws a cc Ac gp GE GALVM STEEL S W PAWL g� _ - _y TArr rz+, vr: �sLAD ter L.T.W. iEn, lWc, .s+ a:ar a _Z 57iI P7[ii SY�iE#{ eITF x or g j ' .�# r• 20 GAGE GALVANIZED STM STORM P} Pis iilJiC Nam.. � 1/+' + x z,�s �-�: �a�-E;.:, Aa 44A3El7FACT) FAQ (T°ea,�.lsaD IS.Y:@.) � � . � E SMrr -. ('Le aME CACN+a�! Sam , rsPwel L .. 1 I;G `.:. ��., #Y °. u. - - .::- .- :t4-1C P:NELMATE RAiA 4i ml) P �:: PLUS AN",.s OP11', AS ALYNUFACttURED 8Y ELCQ h'NSTRlc1TOW « � � 4�ttY rc�- I- INSTALLATIONS ARE ONLY NALW FOR BUILDINGS WITH AaS.D. DESIGN Ldi� aa5/ ,., 4. IN5TALLA'1ONS Ai1E LStJ..Y T±AI,ELT F`OR ERJE.37TNGS WITH A,S,D. DT,h L£ -... ,. �.v. s F"/=� _, r, ... ...-,. -. ".M". z ®rY.M.. Oa/17/ _ _ MTECWN PRODUCTS. LLG. � �'r��';"�_ 1� RGiE it i� �_ � �:v °1 ��.E �.I,t y '* �. _� A1RiU�+1 �� � 1C?ttttS, U�UC UP TO +SS,S, 7/.O Psv AND PAitEJ,'S LENGTH IBI TO B-8. - l!F° TO +'55d?. -72,0 FSF Afi70 E'sA42EL ^� LE1ICxT11 UP TO $ ,7,,-, _ C . 1011 C0EMe. M51REF _ m� P } w ii . R. '3J&94 _ F.;. yL-'-..�...,°..•,.; w_. e ° i S C. � 4WD a3. 3i 5'R£€ ,. -�,_,. -._ � � �; � � �" �' � C � f it G, :�IA6 S9. 'S9 a Yl 2. MR NEW WOOD FRAME OONSTRUC'I`M WOOD MEMSM TO BE SOUTHERN i � e�(TiL` iG� 'rr�rr a<rr rs w9' 15-421 2, FOR I," WOOD FRAE,aE CRJ!'Pa AJOTIOW WOW W-U TO BE SOUD•EERN : ,.,� i°" a papa•: Im FAX: zc a ,, rum zus a x a s 1 • ORWA_a x AY4 a Ar q rrn aasq r. MNA T A e i~e F+AVE !10. 2, W SPECIFIC OE1157T'6 OF O.� ✓ F EMNE NO. 2, W Sf' CIF',C LW$p5{F'Y O,S;i Oir 14 t.-4 ::: d a : ttfq , ,- . .pSe4+-a77s;++ i s�``e, / ..G` itix a,- Aw. uAaiva i9�neE {W4t}98n-75iA rAG (ia, iF ,'itYT 7 rJ /s'a>�°i " e� .' w.. a m. 57e r 71 pm6 #�r»tAFt a. nnrr� sa. -. M€s / ,k�'. t' `''•^ dG- * +sr,., f.#�q . -. xeF r eusesa we - _ F," � n- r - #� ,•• cie..sAao. ' M1M.TA171� tl t F�ai.ae#- : _ fi T97d1 - '.; - �E,.. �.: `" E8-�LkA'3e�?A9 ±�.. ,.w� sat mT3 x. �. � � v ;J.,�"-�� Ps �� AwsYrB •. w� +�.m.», /A 21 1 4r#E7. _ ♦ */. T s �,.w'" a ?gR h Mal � s+.d: � sea+e-.sex _ _ �8 +J 6?` D f ��. Ni9 lZuT .4:1 F.p ' k - � _ iP r LJtETA[ A M2 i r_ 125' F Hi 3"x3!(Ma ,) ALUM1460.E COMPONENYS FOR SERIES 2000 do 1000...E.-Z NANG STORM PANELS S/24 Pr@ (sm Pm 2 (SCALE 1 /2-1-) 1-/ 4* 174 d W -WA �6 . ,� tsm r S » y" Mom, 2 /24 i `P24 4 5 PEcq m 3 M ` t Faa DES. & sa 'ST£ w 'iTk'1'C.:Aa&il�.fi5 lT5??'. A t _ _ �S• Min, 4 EACH T� �. mr9ara�a F ama rcer¢rr as vea wriCs'a 5'r�_--�--�»F��->• � a"•�� �. R°'-"-"T�-'- """'(+' 'FWk.k.E CrH OetW".ei 25} �- - 3 ;" MEri. &low- (TO & *VT 12-Wr 03TEUITYS /rl-=IN cu,vNeiA A"A-M83 GR OE S0 MINIMIN G-50 GALW. 4" t 11' LONG 6083-TS Alum. ALLOY" P. �1: (t • �.• tALa.I r.1L + :I,. ' .:L (!i "111R-�C,... M4VOIK1M A:SA, (� IMMEVIUYi �AAl111OM Ta �B - �To 1•64a0. -75.3 7G' OR LEE 2 9/1s" BOLTED . 1% 3" ° +SE.O. -75 3 Ai' OR LESS 2 7/$' DOETED , F & 41M [ . BCiLTiTA W 1 4'�aBCIFOIi�OF PANEL!: R AT OVERLAP & 41SF OF PNEt. LENM OETML „7sEF' .B1s' .12s- 3.T W 2.LiP:D' L • 1Aax. y WE gg} 2"x "(MnxA 11WM- ANGLE 6DBI- TB AhM. ALLOY FLORIDA �_�. 1 1{.1 s'[i`. .. �T ,-:iL t .>• id:-AA••La 4.. .. ... ., 'fa tix x'•i ML .' (A�t^) Mkla" AAA 00CM FOR L O. 3 I/r " -..APMAWAE TAPCYWS OA31K-MI i.iMLM F9KE MI f� PkiMS - TO 'CF THEM #L f PAVyceELp, Ii`o1EE i"! TG O •7E -. W.OL:� Ra 1 : Tet comar 1E Ia CONCRETE #oix IID Cif SL 1Y N/A 12' N/A 12 N/A 12' N/A 1` N 2' 10, 3' S" +" S. _ 0 1' (a LrTTQA{) 12' 3' Ir a. Ei' 1 3oTiOM) 1 f - ,O, ^i5.3 N/A N/A :. N/A MIA M/A N/A 12 1/2' 11' 2' ($OTiikt) ±t' OR LESS 7' M/A S 1/2' MIA 4 t/Z' N/A 4 t/2" N/A 12' N/A 12' N/A 9 1/2" N/A 9 1/2' N/A 3 (C'K1TTCm) N/A 12' N/A 12' N/A 12' N/A 4' (TOP) 12' 9 1/2' 12' 11 W IT' 4' (516TTOMI) * LIMITED TO WA pAd. "A DESIGN PRIESAW WW- A SEE SM. 24 POR AMCNIM TOPE A SW40HO FOR INSTWATU MS MM WOW FRANC SULCING, MINIMUM AOOM 5PACOM *0 MFYF.M !'SLOB 4WANOE ARE INCIMM OM THIS SOMMULE. FOR EX I= THAN AOWTIO ON YY BEDUM MOM 9PA007G BY LMA.TIPLY4HG s ACM 9f101f}i ON ScHEDULF By THE FOLLOWING F7GAA!' S. MR THIS opmull" TO BE POSSIR& FORM ow"NIMED USMW lT4I M I SHALL lKAT LE35 TIiFN iWiiB>M! AlM1G FOR EACH ANDIOR TOE AT 1/4'7! I/4. 1/% 1/+'M ANC"OR TYPE mim, Alain OMOR okq 3 3 3 : 1 to EmmaoIWmm Le•aa�M OA:i 3 3 3 3 - G'Q°yFW Oeaenir MMlda o') 3 1 i/R 3 to 4 ACNIL M ma 05714:17 -.-. FACTOR I 1 m _ - _ _ _ - -a i E f FEGLM Mmr. DWMICE BETWEEN DOTTOM OF PAM Am 0 TO at I/s' 1t�ns a A i ++ Fewm Mmr. Dwmm BEFWWEEN BOTTOM OF PANEL. ; !WB MG,z. GAP 5ECTION -A NOTE$ 0), FEhI'EiT@A1 ns FRYFY, A"` w E - Z HAhN' STORM PA8IEL SvSTN CON5iv°r7iNGOF PANEL + Con'. TfWKS TOP III DOTMM, (7)-€O O THIAeS To BOTTOM iTA STOP W PANELS, (3). F END PANES ARE CONNECTED TO EOTIOM TRACK, ODNNECTKPN SHA41 COWiST OF 1,/4`Pa2f1x3/+' M a W 7 B`ffine3,%3Z' WfN0 NOT OR 1/4'W/4' Hex. TTiaAJ6°3G"Fa!':W INFO TAPPED 0OT FO16 i %C t:i�..eti€r@X! OF FASTENERS MKY rOt At ETFHER Of: TWO P GES OF EtJT# AA'd'EL F.XEEiiN,�° FLAT FTdN (4), IN CASE THAT RID PANELS ARC -NOT OCNNEC€EO TO BOTTOM 1R4CK (i.e, A STOF DAN IS ONLY U AT T(7PFj AT LEAST TWO fxMELS $SC E BE C'ONNE':GTE6 TO BOTTOM TRACK U°9NG SPECSEu&iATET3 ON NOTE (3) ABOVE- IN SUCH CASE. CONNECTION OF Piu I€i TO BOTTOM TRACK MAY OCCOR AT ANY PANEL LOCATION. (SX SEE SECTLON 1`, a' & 4' ON %-If7r 24. SEE ANt:MiCA SC"EDU E ON '.SHM 25., E "T- J_ Q 7 E v MH All! H III III ]It s,Y: EIE Lf�".AiTA. Tom, Y €E.'-_` aAuT EWO mltE�LS: INTERIORPA.s I 1,•3'--- * LAST ti=,v�-a. Cj 14 eE ass. A: � I AL3'A4"a itCt31 YA/ - ?� it4WTY� TC �a�L.`rArE. t4s`rn;�AriCai ;IA.t A L (T cn1F1E � U_ OLTt;11IA - Alf ti,U No.'-',1 SOME 9/,Zr - I •. (t), t?FFhUM OF RFRIFS 1 : E - Z RANC a°TOFaM PANEL SYSTEM CONSLfil W, OF P.ANE'L 4. r E TF,PS:KS AT TOY & PANE1 aTE PLt1S OR 15' LONC �T ,BOT, TOM W/ PAAEEt,s:AAd T& (2). END F3AR_LS SHALL ALWA1;a��BE %PIN"-:C'PED TO E'�`r TING SILL WALL EfY 1AFANS OF PANIELMOMES OR, tF USEDc We To 2 W/ I /4Y"s 2Oa /4NC '�M S. wf r"a n'��b,9 a9xai IS ssAEL WEND NUT OR 1/4'a--2W MIn, TPU43SC.REW IWTG TAP D (2,)( UT T AS _ DMCRISED 04 NOTE'. (3) LOW), (3). FAR CASES WHEN END PANCt.S ARE USE J01NITY W/ 15' LONG �,.: AT O3YitPA aUf END PANEL,4 ARE NOT z" NVIM TO TIOM TR6n7 A YF BAR (8} SUOD PANELS, STifA.L BE PROVIDED AT TOP tO t o PANELS ARE LrBEz (4}, MO iI+Ca'iI TO E)INS WHEN END PANEk..a i1AN SOME rh^14'PC1 R P �TFD TO F�ISiiWG SELL WA2L MEANS °.� PAa'dELb147'r`""..,, LttiE !"LT€3?ECtR r'TAtiEL 'MAY BE Iusm N)1NTLY W/ FSA.Cd4 AT BOTTOM ATTACH040 E'diTTL M TRt, TO WALL OPf TWO PA' ELAIATES FOLLOWING ,. 5'HOM ON MVA:1101 Nis W f T 1 /2'" ;JAI. fTbGE C15TAWGE. FOR THIS 3NT'E#TSC3Tt PATT,. dam! •H7l(tnY W,/ Eaa NOT NE'. TO RE C.CWWNEOFED TD '� BY AM MEANS, TTAJLCK: i" SHALL L � INSTa AUED .,,A%IJACEI,FT PANE"sS (' LEP"1' iSc RIGHT SE'PE OF EF'CIC1R PA4VEL) EtAi+E -AN ' MANED BT` L2 - INSTALLATION DETAILS -EQB SER ES 2000 8c 1 QQO E-Z - HAN2_519EM. PANEL INTO EXIS9I- Q WOOD STRUOURE T/x'A 7A#z "a�#TT� �, •' �i� w/ Ile# L4 W5 6 S` 4,C, #j' �'`^�,,,� a€a % WOW T� � OeW L "�` x'r£7* - . =, �- _ t s jz" i4'r Yak AE51R:arnka r ,r AA ara� 1Amac.=°iF<+�T?uat rsr IaKV.-tvec ei aaAazSl. O F.A. Do OFT T� °,/ sC� a 4 CAA! #t+xt" EJ&S. } 11(r x1IYYW,. n d ei a^iAVSr4" TMiS!x :, zIF • tm a 5" m w? F f2' iAi"1, TIu,T,'ACWA Pk'KET6ihti3SM1TR Ce L #s4"z^ s.Aas T ' ToE1c°1NMr WOWYF,aiPcX 1 DETT _ tA �- W13` ittC#Fliti3 F -T k €':. 1r.iLt i [ j . E'z 1 ✓ S Aa.n€. pop .4 #1Rs8" 1 0000 1 R T _ REOUREV 2 9/10` WI. ;< 4 1/0-0-2 oAPa1 X,rpi C�X,: - � TO CAA--;, [f WI r ;n GL111_1 i i3'EYRYF' 7'tlY3' /' C;1SAa d Y?' OC, . f ..€ 4E4EAY `w FO VA o�, 's3'o32 2 �/1 I6B 7�tx3/ A0p.�€ g rJ To sue• E, � �..AY�AA° §+Y } EY€ifi riYs.�T,w � ZZ x `w. .% - 3 Oda"CdiaT � : •` s _ �c `.'•" jj .....� -- i -. (2'') a � g>� � ; •„i , • .7, �T Vim'• r 3 M c t i. gF s E i I ANUMAM FWdA€S. M PAtmarAm FLVS M, 4 t - 'cuss j `-�'- 3 ,._ .J.....•L'.�....,.�> - _ ' i' iii 'a18`¢ VNIG 4 s-- 3)4 7/s, W. . $ r4.T�/Wm -.. %`.g' 1' ',1" a-- tF 1 • c' 9."d.3[)FXa1E' +4 .. f Al t2 ,ALE 1iCTX.l9 .+4_ ! t I 4 AlE AlC9O OR EASI 2 OR ETA$ SAEt :#t1 EAPaE: 1 '�,E ritAL'E 5A FEE�a'3 7t''ij57• isgdalf ffi Y�" 1`1.C- r Fri / 9 a 12 sNALL � /4'N LaGi ;5F:' ffi 1` 47.C. k% t �PMETRAT" SiTsEs 1004 ,j A:. -4/4-0 �. -, LArs 5'L"4:YESYS o •"° 6a.�C. W/ S:tlW". 1 aft MWe, IVIREA1iEt1 PEI4E1`PAT40N Mlat, FaT 3`X4, , Ifs, TF3NEAW'r7:! PD&TRA:MN 'OAiO€1 l�tAt€ F�YN� 'S7 aM , , flN.a L3 WOW f UNIE � . WALL 3a t� r� FLAT Cart rm €a"'. 4CALE 1,4'-..,• .... Min. Arl ''+A.T'S0 FLAT OR CAt 0GE FS.AYE RED fT.A,' �!i (1 E 41VlSFS 113CT♦A�i� I A7thW sMast f/4-=E' 1. 24STAL.KMNSE AREY YAW " ailtiCF4Gi• WM A,S.O:, OMrN 1d1AM up TO +w.d. -•75,3 W AND nAtm.'s LENC1T1 UP TO 5°-10". $ �A . A ll�GKPtAY! E-*+ =•-.@4 2 " MEW WOW PRMIE WOW �" as M DE 9w*vRW TAWS Dom. *, W/ un-cm DENSITY OF oss OR MmL. �. SCALE4/i+� 9 tot yc rfct+' FLORIDAF.ORIDA BUILDING CODE (H1 ii3E ' INLET AS T sT4W##O%a4lu TO 1`tOlLG.'rus OF 110p FOR ATP OY IAT TOP B ( KW MADEt � ` t"" At� C�` �y rF m2Ps9 73TE+�e ZCL (), i„�+t�il'Z{, STORM P:Ai( rA,+�rat+ Die! '. "_..._,,. lococaI s TVA€ #•a - °IiD' .,w _ _�_ __ _ RGTE PRODUCTS, t rA �+> t Cow=-ie-- 7�4 TOP FR -_.1�� 't„ � Etc, s.M. •, GidiaT?LAs'f f A FltiYTOM F Aa!# min CAM 8E ca 01 ANY WAY T! SGiY :MOO N6TALIATMXL, gFjAp.E: ,/+' . F' ry dY'^s. � s.c AmL . n uIa wusE: 40*4)e-7a45. rw, caWVAam»-sz . �-axm r a 4XY-tAtt ••.pr L�I.i�1� Ax .'k'71E x SKtTiMR Ift. WT slow Fm :'UXff ffiy� r a"jerA • ,3 ! T 9 A YAr,'.1:411F u `�I P' �Yu atR r,A to n9s e-. an ei>$zi % f - aFiSi°t tat sTT In F a { � I @ � 1 z � E I E T € art sT 2a. saa� ass. JbISTALLATION DMILS SERIES 210 - 1 - TOR 1 I T P CR BLOQK u _m taAM0e:, 4offiefm Aft2m�a t v � �� L5) OWN Mi rF^k�cY 2't'; � � _' .'z. • \ J w i , r �' �� ,/��.-ter;• I = gf 4Fa ' � A e GA- POP ! '•. or 1 l Iwe4W'TF ## 9Y s E SFX �v t ! ON 9;� 24� +` j zd'`a�€`ISOM SM dt '5T "z�° - i tds2rsi4. 1 It Tau °ems t 'Mrs IOU cyow IOi Ads a z� IA�F o 1 WING y-.fi/f";'•` I at 1 f 1 ei E I ti Y a.. • i.. - it- fAF4i � L _ • • s+ • Q i 1. iy i 1 L ii'.1 M& MOM OR sh_ WERE 9 Mir N cn N N Q Q CZ1..1. ^® m C6 N � U O O W O O u- CIO 5 CIO.� IF- O m -0 E p .� VJ cn CD _� O U, CL CL (D CL .� cu w = Q Z Z <C ^J LL SHEET NO. SH 1. 3 4/4-0 TkPOON A2tRS. AS MANUFACTURED, BY I.T.W. BIALDEX INC. OM MR 11111111IN (C) .10 EXISTING WOW GRAVITY. 0 - pm WL�- 1. STORM PANEL SHOWN ON THIS Ag�i� DMOM MENT (P.M) HAS SUN VERIFIED MR COMPLIANCE 94 ACCORDANCE m WITH THE 2014 (ft EDITION) OF THIE FLORIDA OUWM CODE. THIS STORM PAINEL SHALL NOT BE INSTA14D AT HIGH #14-10 FAMELIAIME FEMALE ID AND RANELMATE PUIS ANCHOM AS MANUFAMRED BY ELOD CONSTRUCTION PROOLICTS. VELOCITY HURRICANE ZONES BIRINIARD, COUNTIES). �4*t�f SCRM PER KM 5/8- WOOD GU%GNG, AS DISTRIBUTED BY ALL POINT SCREIII. DOLT & SPECIALTY CO. DE" WIND LOADS SHALL BE DETERMINED AS PM SeMON 160 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND 7 SPEED, AS ReWAFIED W THE JURISDICTION WHERE STOW PANO, WILL BE INSTALLED. AND FOR A UIRECTIONALFTY FACIOR KD-O.m USING ASCE 7-10 AND SHALL NO EMEED IRE MkXIMUM (A.SM.) DESIGN PRESSURE RkTmm INDICATED ON SHEETS C.1) miNiUuM THREWED FENETRAnEN INTO WOW OF TAPCON ANCHORS 514ALL BE I 1/2� AM 2- FOR ELCO PMELAATE PLUS AND PAMEIAIALE FEMALE ItX 1 9 THRU 12 & 17, 1& IN OEM TO VERIRY THE AW4E CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 04ALL BE FIRST REDUCED TO A.&D DESIGN PRESSURE RATING BY MULTIPLYING THEM BY OX IN ORDER TO COMPARE 04M W/ MAX. (A.S.D.) C.2) h%ZUMT=S= "Ek IFTED THE WOW EiME UNIT SHALL BE 1 1/2' NO 71AZEADIED P RA =OF LAG I DESIGN PRESSURE RKEINICS INOWW ON SHEETS 3. 9 THRU 12 & 17, It BE CONSIDERED AS PART OF THE REGUM TWEADIED Mkikkif& IN ORDER TO VERIFY THAT ANCHORS ON THIS P.M AS I EST WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS MR WIND MOM *AS = USED IN THEIR ANAL.YSIS. FASTENERS SPACING 10 WOW HAS BEEN MOON" IN CZ� MINIMUM EDM DWANCE OF LAD SCREW INTO WOW SHALL DIC AS INDICA70 IN THIS ORAMNG ACCORDANCE WIT14 NJELS, 2012. LON% MINIMUM a- *-20 SCREWS USED SHou BE 1 1/2 STORM PANEILS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED W ACCORDA40E WITH SwnON 1609.1.2 OF CA) MINIMUM PENETRATION OF WOOD BUSHUG SHALL BE S/ . 1/4 THE ABOVE MENTIONED CODE AS PER AMMAN TEST LAS OF SOUTH FLORIDA REPORTS f0ff AND "QM­09, AS SHOULD STUCCO EAST. AM I' MINIMUFM FOR WALLS WITH NO STILIOCO, PER SSTID 12-99 111 ASM E 330-02 STANDARDS. AND AMERICAN TESM LAB SOUTH FLORIDA, REPORT J1123.01-10 AS PER M*-201 AM TAS-M PROTOCOM AND AS PER M.CULATM PERFORMED IN ACCORDANCE W/ SEC CIS) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STLICCO OR WOOD BOARDS BE POLNU ON THE E)MTTW -�Z)N 16D4 OF THE IIIIALL ANCHORS WALL BE LONG ENOUGH TO REACH THE MAIN STWMRE 004NO SUM PANELS FLORIDA SUILDINIS CODE. ANCHOItAGE SHALL. BE AS MENTIONED IN CA), C.2) & Q4) 2, ALL ALUMINUM DITRUSIONS TO BE W63-TG ALLDY AND TEMPEEL (UNLESS OTHERWISE NOTED), SEE SHEET 2 (0) ANCHORS SHAILL BE IHSTXLED FIDIULOMI10 ALL OF -THE RECOMMENDATIONS AND SPECIFICATIONS OF THE AMCHWS MAKFAC'IURM. 3, ALL ALUMINIM SHEET METAL USED AT CLOSURES SHALL RAVE 3105-1414 ALLOY, S. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS Sm^ ON SECTION I THROLCH 6 (simm 4 4, ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL, QUALITY STEEL ASTW A-653 MADE 80 MMUK 0-60 GAUVANIZED THROLIGH 5) VXEPT THAT WADERSO *19 SHALL NOT BE USM. 9. IT SHALL RE THE RESPONSIBILIN OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE _MXTU;IE WHERE SHUTTER M TO IFE STM DESIGNATION W/FY- 92-2 W (AFTER FNWM)L COATED CARBON STEEL AS PER BIN 5� ALL SCREWS TO BE STAINLESS STEEL 30,4 OR 316 AIM SERIES OR CORROSID14 RES SWAMF ATTACHED To R*AW- PROPER ANCHORAGE, M SHUTTER SHALL ONLY GE AITACHED TO CONCRETE MA)CK OR WOOD FRAME 50018 W/ 50 k1i YIELD STRENGTH AND 90 k9i TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA StALD"G, OWE SECTION BUILDINGS. 10, FACH REGULAR STORM PANEL WITH LENGTHS (hER 90'. AS PER SECTIONS 1. Z 4. 5� 6 AND ALTEF04MW IWI, 5W & 4W ON 6 BOTTS TO BE ASTM A SHEM 4. 5, 6 At 7 RIESIPECTNIIELf; SML KANE A LEGIBLE AND READILY VISIBLE MWOW NSTRUCTM O"ER OR TENANT 70 -307 QN.VANIZED STM, Oft AIM 304 SERIES STAINLESS STEEL WITH 36 k3l MINIMUM YIELD SrREMGTH. SECURE PO4CLS WITH APPLICABLE REINFORCEMENT DUFRING PERIODS OF HURRICANE WARNING� 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11, THE INSTALLATION COMMA" IS TO SM/CAULK ALI, SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PIRWENT WIND/MN INTRUSION. W To msnific POURED, 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY t.T.W. BUIDEX INC. (Mim r*-3192 p�!.) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH INWATED, IN 7M DRAWING PLUS ANY WRONG AND b.'WING FNEWLAT*NS Ile -IN ANCHORS, AS MANUFACTIMED BY POWERS FASTENERS 04C PROADED Ff THE JURISDICTION W"ERE PERMIT IS APPLIED TO. 0 x 7/6' COAX 1/4'0 If VC SOUD-SET ANCHOR% AS DISTRIBUTED BY ALL POW SCRE% DOLT & SPECIALTY CID. (16L fc�3030 ;I�I) 13. (a) THIS PRODUL7 EVXUAIOM D=AAENT (PXA) PREPARED Er( THIS ENGINIEER IS GENERIC AND DOM NOT PKTME INIFORMATION FOR A SM SPECIFIC PROoECT, to. WHERE THE WE CONDITIONS DEVIATE FROM 7HF FZD. CONSTRUCTION PRODUCTSL 04-to PAWLmATIE Fuma v & PmmmAim PUm ANCHORS. As kqwxruRm BY Etca 1/410 ZAMAC WILIN ANCHORS. AS M0fNU1FACtURED BY POWERS FASTENERS. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELEMION. PURCK45E AND IMSTAILIAMON MLONG LIFE SAFETY OF THIS PRODUCT ki) MINIMUM EMBEDMENT OF TAPCCN ANCHORS WTO POURED CONCRETE SHALL BE I 31,C; 2' FOR LLCO PANV-MOkTE AM BIASED ON TF-IIS PJEA PROVIDED HVSHE DOES HOT DEVIATE FROM RE CONDITIONSIDUMM ON TwS ommm I 31e MR ZAAW WJN ANCHORS CONS71RUCTION1 SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, A2) CAIUK­* & SOUD-W ANCHORS SHALL BE EMBEDDED, 7/Ar IWO THE POURED CONCRETE NO MEEDMENT 11410 (c) THIS PRODUCT EV&UATION DOCUMENT' WU BE CONSIDERED INVALID IF MODIFIEM STUCCCI SHALL BE PERNFITED. 1/4- *-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STU= Exrg, (d) SITE SPECIFC PROJECTS SHALL BE PREPARED Of A FLORIDA REGISTERED ENCINEEFI! OR ARCHITECT WKCH WILL BECOME THE AND I' MINIMUM FOR WALLS WITH NO STUCCO, NO MAY BE HEADED WAM OR ALL THREAM Smwm W/O HEAD� BUT WITH AIM NUTS. ENGINEER Or RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONS-311BU FOR THE PROPER USE OF THE PSA ENGINEER OF FWWD. ACTING AS A DELEGATED ENGINEER TO THE PX& ENGINEER, SHALL SUBMIT TO THIS FATTER THE SITE SPECIFIC DRAWINGS FOR REVEW A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANU-S, PAMERS, STUCCO, OR WOW BOARDS BE FOUND ON 00STING WALL OR FLOOR, ANCHORS SHALL HE LONG ENOUGH TO REACH THE MAIN STRUCTURE SEHIND SUCH PANEL.$. (w) THIS PEA SMALL WAR T14E DATE AM ORIGNAL. SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SMALL BE AS MENTIONED IN AI) AND IN A,2) ENGINEER Or FWCORD 114AT PREPARED IT, MM MANC001ILIFIEn 'AM SHALL BE LWM ON A MMY VJS0 UMM AT SrOIRM (a) TO M9S=.jmNCSm BLOCK WALL ASTV 14. FWM SHUrFIER IN j�� EVWr - s/4!' 0 TAADm ANCHORS As Kwwrtazw By i� T, w, auf w- 0 ILCII "K" ONE ONE [AM SHALL BE FILMED ?*&&3 OF TIME - 1/4�' 0 x 7/9" CALK-4H ANCHORS. AS MANUFACTURED BY POWERS FASTENERS W_ RARQk BUILDIND CODE - 1/4*# x 3/4' SOLD-= ANCHOR% As txsmwm or Au pow SCREW, Efour & spwAL-ry GO- - #14-10 PAMELWITE FUME ID NO FANEUIATE PLUS ANCHORS. AS MANUFACIURED BY VLCO CONSTRUCTION PRODUCES - Ile # ZAMAC, ROLM ANCHOFM AS MANUFACTURED BY POWERS FAS"ERS. INC. "its 81) MINIMUM EMBEDMENT OF TAKON ANCHORS, ELCO PANELMATES AND ZkMAC MAILIN ANCHOR, W10 THE CONCRETE FLORIDA 8UILDtNG CODE (Ron n1h VWOI*Offy NLA [cafi$ zono) BLOCK UNIT SHALL BE 1 1/4 owls Ulm= me 24 CAGE "LYAWM STEEL SM PANEL 8�2) CALK --IN & SOLIP-SET ANICIFORS SHALL BE EMBEDDED 7/6* INTO THE CONcRm BLOCK UNFL NO EMIREDMIENT INTO, STUCCO SHALL 13E PERMITTED. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM! SHOULD STUCco MST, C. GLow PRamcnow PROWS, U.C. AND 1* MINIMUM FOR WALLS WITH NO STLICID0. [ILIECO.. Q7 :-F 49M &R, 41 SIRM U.3) IN CASE THAT FIR -AST STOME, OR PRECAST CONCRIETEPANELS. STUCCO OR WOOD WARDS BE FOQW ON THE "too FAIL 054)M-eNT 15-022 % OL DOSTRIG WALL, ANCHORS S"ALL BE LONG E401M TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. &111�19 ��� -m M., I - - ANCHORAGE SHALL BE AS MENTIONED IN 0.1) AND IN 8.2). WAM A AM5 *aX., CONCRETE AHOHOIFS (SM SCHEDULE silmn 9 Mato" 10) CONCRETE ANCHORS (WE SCHEEK" E ON SifEETS 9 THROUGH SHEEES 0 THROUGH 10) Era ji L ---------- MOM EM =9WQQN DE =MKS, M EDGIE OISrANCE TOP & BOTTOM MOUNTINGS CAN BE (SEE SCHEDULE ON SHEETS 9 40) COMBINED IN ANY WAY TO SUIT MY INSTALLA11011L MASS,(SEE SCHEDULE ON SHEET 3) No WOW ANUIORS �Sm SCHEDULE SHM 11) *0 ANCHORS m SCHEDULE 00 NOTE EM MONAMON X ZMH5� TOP & BOTTOM MOUNTINGS CAN DMIGN PRESSURE RATING (p.&f) AND PANEL LENGTHS BE 1. INSTALLATION AM ONLY VAUD FOR MAX. ASXL COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 INSTALLAITON. 2. FOR 14EW WOOD FRAME CONSTRUCTIOM WOOD MEMBERS TO BE SOUTHERN PONE No Z W/ SPECIFIC DENSITY OF 0.55 OR EQUAL_ ALTERNATE WOOD (SEE SCHEDULE ON SHEET 11) WOW HEADI REQUIRED WOW ANCHORS (SM ScHEDuLE SHEET 11) WOOD PANEL LENM (Sm Sammw ON SHEET -3) I _d] I T I MIMI I j m 141111 i 11 IF 1 51 1w. kilLiuNin PANEL IXFFGI� (SM SCHEDUU ON SHEET_ 3) CONCRETE 11 (SEE ON' SHEETS 9 114ROUGH 10) ONLY WHEN SOLID C"-JN ANCHORS ARE USED a W�H%0 *14M - EUMNG I AN OF, COHOF RECIARGO. ARE BSEDr V31 I 11111111ol 117 11 I-AWAP11:1 31010 7'K]11� 11 3 WIT'"11,11F, PANEL LENGTH Cm SCHEDULE ON SHEET 3) PAI_ FLORIDA RUILIEFINO COIX High Velocity Hu cc" zwe) _(V NO. 441 7 . 4NI00 rA=4 AC 11LIECOmt. \ 24 CAGE GALVANIUD STEEL, STORM PANEL FAIL GWINAL PROTECTM PRODUCM U.C. 48w %w 3 WWL FL Alow- wmg-ysw m (040*-M7 15 -022 "Km A omwm m -SAEEIY & —Z HANG MR k-RAREL-31 �15� (SC -ALE 1/2-l) ITOTAL WIli] 12.500 f/4' M'Fj-­­ 1-4. 12- Aw, 1 law affs, sw -t5a S.S, nz ONEZ AwLE a a I OR a $2 1/2- 1�.a, OR (MAY BE RQA91!�) mmmco .6 6 tr,�O. I --it EDGFi &5m AGO t 2. Ow - '11�. 1_9 y ww L-MIM A GRADE 110 wmuw 0-40 O&V. 2AW t LX zz:z;z_ -SOO s -I mo, 01 ZQMLUNQ MIAIL A _t17 r") PAMS SV^L FIE 56PLLM &MM 4" LEFT To ww W/ 1/2' LEG kT END AT LATT SIDE OF FAHEL PAMU-S EW IAT W/ NEw;FEG LDGE wx;� or PANG. —1591' 0,625 4 -8 M27W 0.3, 511 't MmmAliff-DIUML A IS OR - "S I ROUNDED CORNER 0 ENDS OF PMECS .457 t � 0. 'w END UP W/ HEMMED EDGE - L _�I_ A721 04-T-S) Z500' g--�p 760, WAIqRF 50 XEX HOLE R 3105-H,154 ALUM, ALLOY .37 TIP. wamm w PANEI� 06 .7251 4p9l, ;2�p- 1.2W L m6l,�" t.,IW 2. 1. <n k-1) LAM %10� MON. To V 0�5iaw to MA& LENOB 6061-T$ AUOY AWAL 101 "Z-MMQK C12) EMIL R 1161 A : "I WIN. I I /A" WIM) fust ONLY mo r-z i-twa sTORN pv�n SYSTEM W&�-16 ALUNC A1_10Y FLORIDA BUILDING CODE (Won High Velocity mardoran'. zonel (TwJ 123- 177' MIR. rx?tcA 04L GLOM 24 GAuE GALVANIZEb PRIVITCTION fj"_ SMEL STORM PANEL PRODUM. 11C� C 0 8*1� *5w 5,w ti (f� LO-OUT I -ffO �10 7AAA IrW 0.1 W 4M�� x 3&�� ~;wmluft� _V� LF-00mi7to I WE. fL 15-022 "QWQ�X.$� fATL 004"-a7V "I'll, � __4 (ZAMA0 wrm A 1w-T Ir., Px A ON - ---- - - PAMEL LENGTH sa*rutu GH SHM 3) It MAX O.C. 00"CR-TE ANCHORS (SEE SCHEDLXF CA — OF *Au M SLAB SHOET5 9 rrq"GH TOIN CON-FIGN) eW&UM UE ff.MQb*, ED. MOE DffANM TOP & BOTTOM MOUNTINGS CAN RE (SM "EDULE ON SHEETS 9 10), COMBINED IN ANY WAY TO SUIT ANY IN' 5TALLAMO& ALTE"TE CONCRETE ANCHORS LOCArM -TSEE StHwwt ON SHEIET's 9 THROUGH 10) casma POURED, Comft-rc- OR CONCRETIE aLON LE3 �XAUIRW. r SI1= 9 TF. Q 41 4 S.& ur-a., III Nit i%lfi KIP eals PANEL LENM4 �SEF "Ti4EATLE ON SHEET 3 SMARA'mw TO GLAZIS� ON (Sa "EMLE 9 Tt 10 F--- TO GLAISII� (tEE SCIIEDULIE ON I I& BOLTS I DN SHUT 4) OL I pooft w=1 IOIMT MIR umm am 7-n PAWL tEHMVI 6 (SEE SCHEMILE 9 EIi ON OF 11 OF *Ag* 4 t/-e (Sm SCHEDUtE ON _11LXurj 9 _Iffvw�UGH I raN a I /a" Lw- W.,4 amwwm �'SPACWMS * 6 Ile 0,0� V0110 FOR CQPMITE AU � DES" LOAM AM PANE, Cyr Lm,-IrINCI POURED CONCWTE LEF41t9s M NEtT OR CONCRIFTE BLOCK ATOUIRED, VAX. WN& ALLIMBIALIM SPA>�R! 0 TIZ 04. ',SEE TABLE #1 M END W—SUREI-12 B INaLALLAIM IN P-Qu C NUEI C0NDREM__MfAK__ RAQ012 MUCIV - S: VALID FOR REGULAR.-Un ufu_y_& E—Z 8AbIG SMRM__.PAtj LM SYSTEMS _pmvzvj cmax -04 04 0 1, OR Ccow-ww ffi�uw 00 2' w:7 �001­ 21.4" WWII) mum ows-W AuDy CoKr. ALUM.—\ & 0 ANGLE 14114 �/4�# � I s/4- 12. 00NORM IWO 1 3/4'! 81.01W OR'2.4' WOW FRAME REOtTIRED or—r rC 60- 11__�z RM9� i 01- 21 Lnewe" 2' x bw To S. M:K AmAk AK �QW' J vErX Aw E OR 2r1x1f`1 wom rxv 3105-441 tow(. - - - - - - 1/4,- 0 .91 - U, 04, AULUT O*r& Alw_ ANGLE fe� A (-P C QA_S�k_(RLAba _LM E 8 (PLAN-1 . - - -I* SCAtE 1/4*-1' SCALE SME 1/4--1 SCALE 4/4 flowwD cow FWMGZ A- fil,'"t 9D 10 59 CR QOI� OU OR W4DIATE P r OK 2�W 10M I I opm I L.M ON POURED me INIX COWNUEl', 0XICK AS PPPLICA" PPAW REQtXfkT1 To a 11) I'W *000 FRAW 40 & Cq WIDTH) REMAWREWD OR zw Wow rRAw 1211 REQUIRED T 5/4' &W, L -a OR08 ��//,!)=,v �,k2) VARM PARlin, 61 VWL (wv" ew. END PA.;EQ 014N." S& ASE G - (ELAN) waffm Svv.E 4AUD FOR GRECT mot*a II'MITAUATION ONLY & CEInFIM PAM! W,5tALLAXION AT WALLS W/ _5URFfZE W&L. VARIATIONS VNTAN 3/4" 1� �;.;, . FLORIDA BUILDING I G IIE tfIcn High w6cay murriao"a Z"V�) - -.Vr lk CAS E (PLAN) gAaL-L-CELAN) SCALE 114".l* 11. . 24 QAM GALVANIZED STEEL STORM PAWL At IECOtow \GLOB& PRO71CTION PROMCM 11_-� - 4� 4m &X M slfw�r m--r x & DIMC 3411m 12M R1 rp, 1,,1/4, 3/4, 4/5, 5/5 & 6/5 WIS, 2W/6, SW/7 & 4W/7 3.vm (SEE SCHEDULE ON gwn Clnmf�Rrw 2r MAX SHMS it 10 &11) [—I' sm. I r— ::�v MIN.7 6 I 10 0 30, 4 rr-T--7 r rT _T -r- - LL-1 I t 1 1111 If If or VAXiMW.1 PANEL LE,03 MAXIM* 4 PANFL L N U, Neil @ %+' W42�17r, W=3 CONCIRL7F At WAXIC, OCS0514 t pRew1w PAX?"C', K'rA"TORS t m UA -11 k+ w -j , F7-: to- I* L_ I -, - -_ __`11 ft, - __` ­�__ mp fp,-41 $3, _O* W-e, ZY-7, j-_ LI f far--, I _11 L Zo UNBOLTED PANEI-S, SOLTIED PANELS W/ 1/0-20xi, (sm SECTIONS As M_& DOLT W/ 0 0 Ek OVERLAP (SEE SECTORS AS APPLICABLE) 'j,'D W_r I I I I I a 8'-7' B*-.?, 114LL . ..... 0 a, 7-2 7' IkkO BID a*_51 a r .-3* mm r Mkx 7' 4a, I .51-r 1/4. 3/4, 4/5. 5/5 & 6/5 42 2/4 Loo. 1 W/O. 2W/6. 3WO 4 aKu ANCHORS (SEE SCHEDULE ON SHEM IL 10 I� - IfX1 —6,-e I&LI) REGULAR STORM PANEL (j) ELEVATION L191- 0 1­3' rwj Z68r N.TS� 114 GAP 140 (MIN. MWA- �I *w WILLM SECTIQN -A 4AMWIM 421) VCID 14�O . . . . . . . . WIND SPm N m.p.h PmrL =F,7 -­7 0�1) L4-� W"AUM ALLOWABLE PANK LOWN MR A W04 POWK A,$& OM" LOW. L­ 16W� AILONAFFUE FAI" LENGTH FM A GIVEN NECATME A_'W� DESIGN LOAD. V-11 7 1 7 1/!- W PROOODURETO DETERMINE MAMUM FOAM L06M GIVEN A POSIFIM k&ft OC30M LOAD. WIERMNE WA" PAMM LOWN -L+' FROM WHMOLF- GIVEW A NEWFIC �kSAL OMW LOW. DETERMINE MAXIMUM PANEL U96W -L-- FROM S*MFLE FINAL 1611tcMdU ALLOWABLE PANEL U049TH IS MJAL TO THE IM" DETERMINED PANEL LOOM 7 I"er FfEwfirm 1L+1 Am *L-�� SM MIEUkItt SOLOW MR MOL PAMEL LIDAM FOR POROSITY QUALWItATOL A L"M I t INSIMLAWNS.01101 -WOOD ARE LIMITED TO * 95 p�f. MAX ASZ, DESIGN PRESSURE: RATING I FOR MAX ASO DESIGN LOAD$ 4k MAX ITAMEL 'F' TOP arm" 'Ir !] mouw" VXACER �-IEAGER rTRACK max qRww Is USEM k 8070A w/hat FLOM WwNa CODE (No" 1*ah vftlaefl�y #Nwwu no ZOAO) wvf$ mr" 24 QW WANIZED STM STM P 51v's, Sni'L, AwAz 32, se 1 42' 38' 31. I I r Tw>�- 42-I - � OLOBAL PRDTEOON PROM= 11C. ­1 - � 4 _44- TILIECOme, -Ie I rx"r rm 13 00 = 3W 4L ft X& 480 UL M 9mm _-e ft— amp." V, A mwA� PICNIC rAX (K4)M-eW -022 12' aw H 16 Mm ILI CALkSSSI v MAX (5�@E S-c"ur AK I PANEL LENCTH (SEE mtmmE 'IN stiar s� ON &"w 3) VAX WOW ANCHORS STUB ON SHEL7 11) 44* WOW �R'� '�TAGWX_RED W/ VUD �;" " ,,, , LAM REQUIRED rp-- j '. - lk,`IF-�O-' - P VA RE" MONT SCAL-7 ;/Fr- I SCALE 3/8- 1' i- msuuAmi ARE ct&y vALm F6R LAY. &so. DESIGN PREWJRE RATING (paf) AND PAMM LENGTF6� TOP & BOTTOM Ctx, BE AS PER S0iEDIJILIES ON SH Mit 3 (EXCEPT, FOR COMINNED N MY WAY TO SLIif ANY ALITUMTE 2V) I � 2. FOR NEW WOOD FRAME CONSTRUCTION: WOGD MEMBERS 70 BE SOL-INERN PINE No Z W/ SPECAFIC RIO% DENSITY OF 0.55 OR EOUAL W. JAIN 4, owl$ wEmm Or. ILI CALkSSSI v MAX (5�@E S-c"ur AK I PANEL LENCTH (SEE mtmmE 'IN stiar s� ON &"w 3) VAX WOW ANCHORS STUB ON SHEL7 11) 44* WOW �R'� '�TAGWX_RED W/ VUD �;" " ,,, , LAM REQUIRED rp-- j '. - lk,`IF-�O-' - P VA RE" MONT SCAL-7 ;/Fr- I SCALE 3/8- 1' i- msuuAmi ARE ct&y vALm F6R LAY. &so. DESIGN PREWJRE RATING (paf) AND PAMM LENGTF6� TOP & BOTTOM Ctx, BE AS PER S0iEDIJILIES ON SH Mit 3 (EXCEPT, FOR COMINNED N MY WAY TO SLIif ANY ALITUMTE 2V) I � 2. FOR NEW WOOD FRAME CONSTRUCTION: WOGD MEMBERS 70 BE SOL-INERN PINE No Z W/ SPECAFIC RIO% DENSITY OF 0.55 OR EOUAL W. JAIN 4, owl$ wEmm Or. 14 CAGE GALVANUID VEEL STOW PANEL 11LIECOma. aim" W. momt pRmcnm Pmmm Ujt 48M SX " SRRW WW- Ff� =4 DOM M, 15-022 mm 0 OF WWJW A &*M ja'r Z44V OfALID ONLY FOR PANEL&NSTALWONS AS PER SILCMONS I THRU 6. ON SHEM 4 5) pml_�*LE _rApCON iu__ 41 �'-) 15' _TT_ .2v OR - ;r _aL VA*4wm 110UD_!�ET XvIsjon SPACM PANIFLUATE FOR INN AD em. pxw-MkTF Futs PER SCRamXA"E zw,%C-NAUX BELOW APPLICABLE WAMUM SECTIONS PANEL # UCK114 I-V I Orp; 13, 1 COOT,10m) 113 z tIvr,;, is-2 (son -am) 'r� -_ E - L s'--r 6 i/e 5 (90TTOW OR L 4 (BUMM) -,Tw) 1 Ir r 15,19 ir 6 Crop) 1 —14e �l� r 1 faotrom) 4 1/2' 2 fTOP) a 1/2' 2 3 Cw) >65-e S 1/4!' 3 (SOTT(W) TO (BOTTOM) 6. 5 T-) 6 1/2' m, (80ITtm 4 WAk AS.O.' DES" PRESSURE RATING 446� 10 -65 MA)0MUM ANCHORS SPWW FOR MIN E.D� PER SCHEDIUALE BU�-OW SECISOM MkXIMUM 5 OR - WWN PAMELIME FEMALE 0 PAME1UMhTE PLUS zow-K" 13' 13 13, TO ly w cctsvm Ir 13, CONCK-IT = A&z. Is' 11v Ir 43' - 3k- 13, 13' fo _ 1 -vol 13, To 10 13, Ir To 13' wm 13* CONCOM _111119L 13, To 3. To 13, OFTHEM T _(TOP) Ir 13* 1'r 13* 13* Ir 13, 137 Is- w _75;_ sz�, 1. I z* , 13' -,:F- i y is- Ir __ 1 /4- $3, 145 "/4- 1,31 Ir w 1 ter A 13' ls`__71�7_ 13, 2 I/z' - Is- W a 114V a- 13, Ir T3 11, ur ir 131 13" Is 2 ITOP) 13* Ir Ir Ir W 13* 13, lr 1 r 11 1/2' (DOTIOM) I r 13 tr 13" ir 2 1 /r T2 I1V 6 1/#* 0 1/4* 12 1/2',12 4/2' - - 5 I/W' 6 Ile 3 (eorrom) ilr a- —Ir 1H 6 Ile e 17 11r 0. 6* w Ir 4 e (wriam) 13* Ir Ir Ir ar al I'v 12r 13' 13' — 11 11r 5 Oon L11-4 W, W Lan: niz -W _5�­ _13 - —,- 13, 7S, — w 7 3L Ir 13. 13. Ir 13' 13" Ir W W 137 .11 1/215 (BOTTOM) is' 1 3 1,�, —ir -r 9 1/2 6 -1 Fz 13" -za;- -31 _73_;_ 13, ir 13-' 14j, —7- 7 =/2 8, jp� 101/.' "i —,,'2 If 1:, - 13' —51/7 7 1/2 ill I 12 —13' 137 ly Jv 13' tIr w 13. ly i;r 13, Ir 13. /V 6 (TOP) a Ile 6 Ile a 1/4. 0 1/4.. - - 6 Ile 6 1/4- 6 (00TIL-) 13' r 13, 1 13* 13, a t/Z* 13* a 1/2, IF Ile 6 t/2' 1 r 5 Ile I (TOP) TO Ir - 7 11r 13' 13, is, 10, Ir To* IT* S' 13, 13' Ir 13, W Ir a I1rI 13' 18 1/2' Sk 11r 1% 1/2' 13, 5 lyr 2 (Tm) Ir i —IIr --Lr-- Ir Ir to- 13' TO' 11' � 6' ir a I/r 2 (—%0 r ir 12 I/v "s- 1/2- is- 6 1/4' 9 1/2 6 Ile '14, 13, 12 1/2- w 4 4p. To 6 f/4- e 4 1,0_ 1/1 31 6 TIV a 112' ir 7 ,(1- 1 r 13, 13* 1 w 13* 10* 11, 8. 1 3 --- 12 1/2' 22 1/2' 6 I/Ir 0 114!' 12 VrI2 1/2' - - 6 Ile a I/v �3 Mairw 7 11r 3' 8* r 71 4' 4 I/r 2 1/2 1/2 4 (TOP) a, w 7 Ilr 4 (Ro"Ou) 7� 131 73;-- --'1' LL � IX 13' 6 Vr l/e lQi1TT11z, 9 1/�_" 1/2" 7 V.-Y -1/2,* is- tr Ir I 3 . - 13* 13' lir W 1. S 13, a I/F -7- 3 ir 13* io, ir w ift* 1. a 1/2* 5 MOTTCOO ­�� _j:_ -i-i—/2- _�­Ilr —IS" 13, 13" a 11r 9 Ile 0 11r Ir S lIr 6 crop) Ile a 1/ 6 1/,!!' 6 114!' 6 (BOTILO) #1 MR mm� &--D. SPACP4M CNLY MALID SPAMR(DIs ism SEC T, E Lmrs mAx ?kp*L_ tztc-rms WWJ4 SPAM , IS usm� TABLE ji A VAXWM PM#EL A.". 013M LOAD LIENM 40 PSF OR LESS W-ir > 40 PW TO 50 PSF > 50 PSF 'TO 60 PW r -.A— AM Y V" FOR INSTALIATIONZi mkx Pme. Le=m Ow., W/ SM* SETANCMRS A; W/o WACM AT 12 Ilr GC� FLORIDA BUILDING CODE LHan High Val�fty HurrfdOne 74"s 0200 =AM W- U WA 49ALVARM STEEL STORM PARM FAL oft'" fTWE , C 0,,,. mm& mmT" mowm ur. OX 4W Wt M TRIEW UOAL FL 3=4 rAX P"QM P501189�M7 CROW Oft W-1 ",WZ -I-Em � SUM 2 OF is 4­0 U) > 2 2 CD 0 CU CU U) 0 a_ q 9__ = 0 cu 0 -6--f CIO 0 CU > -0 E 0 (D _E Cn Cz CU U) 4-a (D (D CD -+--a U) Cu > 0 0 00 < z: SHEET NO. SH 1A "' - ,urew MR MAIL A.&M ' ---. ---.- ill ANC SPACING FOR 14N E.D. PER SCINEDULE MOW * -_ - - �semm MkXlMUM6 PLENGiH 5,- . OR l MAX, AS.O. PRESSUREANIL 75, -76 +11%-119A MAkNIRJML ANOOM SPACING FOR WIN E.D. PER tl-JNCDULE L3E1.LW .. APPLE 1 (TOF) i1A1QM �F 5, * OR LESS TAPCp(k1 to 2FEMME -N :'-Ri , (TOP} WCON SOLID -SET FEMALE 4D Pal4't7l"i3` T3' 5* 13, 10 1/2 13' &,/2 13' i%2". 5 9j2` t3" 4 1/2" > -65 TO +7% -73 i3* ,3'. 13* ,3" 13" 13' 12°' 13" to' 13' ft" 13' 13, 13" 13* 13' i3' i;r 12' 13' 10' , (BOTTOM) 13' 8 7j2" 13" tr Ir 9" 13"10• 7 1/2" 13* 8* 1 ) 13" 11' 13, ',3' 13" 13* 13- i3` 13- 12* 13' t0' 20,01) 13' S* 1:3'1O l/2 13* S lj2''... 13" l/2' 5 1/2" IS- 4 Tj2' 2 (TOP)_�, ----.f3' � 13" 12* f3* to' 2 (9OTTOM) 13' 7'•' 13' t3' 13" 9 1/2` 13` ' 1/2: 7 t/2- 13- 5 l/2* 2 11" 13" 13' 13" ,3' 13' .,..a.. 13"- . 13' ,2' 13, 10, 3 (TOP}_.. 13` Y 13' 13' .,3' 0 1/2'. 13' 9 1j2' 1O i 7 1/2" 13" 6" 3 {FOF'} - a 2 t/ 12 t -. 6 1/4r 6 1/4* 2 1/:V, 2 1/2. - - 8 1/4' 8-1/4' 3 (WrTOM) - - 12 l/2'12 1/2' 6 1/4. 6 1/4' 12 1/2 6 1j4' -- - 6 1/4" a 1/4- 3 (A]I00 8* 5' it 6' 6* 6` Ir 6 1/2" 7- 5" 8' 4 Ile 4 (TOP) 7' 3* 8" 5 }j2" 7' 3 I/2' 8" 4" - 4 1/2' 3' 6 1/2' 2 1/2' 4 (TOP) 6' - 11* - 6" -- 8' 6" 8' - 8' -- (90Trow) ,6" - 6 lj2` .-- r1" - 6Y - 5 Im 71 - 4 (9O7TOM1) 13' 11' 13' 13' 13, 13* 13, 13* 13' 12' 13" f0' 5 (Top) 13' 6 1/2' t3" Ir 13* 9' 1,S" !?' l0' 7 tj2* 13" 8" 5 Cw) 13' 11` 13' 73` 13' 13* 1 13, 13' 12" 13' t0' (BOTT011j 13' 7" 13" t3' 13- 9 1/2''.. ,3' �9 1/2. 1O tj2 7 //2" 13"• 6" 5 (BOTTgA} 13, it' 13' 13' 13" 13' 13' 13' 13` 12' 13" fa' 6 (TOP 13` ---. _ 5' IS, 10 1 13' 6 tj2''. 13* 8 1/2' T 1/2" 5 1j2' f3' 4 1/2',. (TrA�) - —TO - 6 1/4` 6 1/4" 6 1/4' 6 1/4* - - - - 6 1/4' 6 1/4' 6 (BOTT!«) _ 6 tj4 6 1/a' 6 Ile 6 11C 6 1/4- 6 1/4' - - 6 1j4" 8 1/4. 6 (am") 13" 7 1/2' 13, 13" 13' tO' T3' k0" 11' 6' 13* 6 1j2' 1 (TOP) _ To 6'-0' 13' 5" 13" 10 , ,3" 6 l/2' f3" 8 1/2' 7 1/2" 5 1,/2* l3' 4 1,%2'. t OtP) _ 10 7''-5' . 13' 7 1/2' IS, 13" I3' to 1/-. 13".... t0 1/ 1 f/2 W 13, 7- 1 (BOT'Tow) 13" 6 1/2` 13* 13" i3' 9" /3" 9* 1G' 7 €ji 13' .6" i (90TR'xT} I3' 7 1/2" 13' '73` t3' TO" i3* ,0" 1," 8' l3* 6 1/2' 2 (TOP} 13` 5' ,3' to 1/2 13' 6 1/2* ,3" 8 1jY' 7 1/2' S 1/2' 13' 4 1/2' 2 ITiN�) IY 7 1/2' 13, is* IY 10 1j2 13' 10 1/2 11 1/2 6" 13, 7" 2 (9OTICM) is" Y 13' 13' I3' 9 1/2' Izr 9 tj2" O fj2. 7 1/2' 13' 6 Ij2* .2 (B07TQAd) 13`.. 7 1/2'. 13' 13' 13* 0 1 13' PO 1/2 1 1/22 S' 13" 7' 3 ) 13' Y ,3` 13' Ir 9 1/2" 13" 9 1/2" t0 1j2' 7 1/2' 13' 8" 3 0 ).. •-_ - i2 1/2 12 1/2' 8 1/4' 6 1/4?' 2 1/2' S 1/4' - -� 6 1/4' 6 1/4' 3 (9OTMM:) - 2 1/ 12 ,12 6 1/4" 8 1/4* 12 1/2 6 1/4r - - at 6 1/4' 3 (BOTTOV) 3 1/2" 8' 8' 7 1/r e W 4 1/2' S. 3 1/Y Y 3" 4 (TOP) Y 3' S' 5 Tj2' Y .� 3 1/2" W 4" ' 4 1/2` 3" 6 l/Y' 2 1/2` 4 (TOP) 8* - B" - 6' - 8' - 4 (�} $' - 6 l/2':... -- - 6' - 1/2* - 7` - (BOTTOM).'.. 13' 7 ,/2* 1*✓* 73* 13* 10 1/- Is* 10 1/2 1'1 1/2 6' f3' 7' S (TOP) t3" 6 1/2*.. 13' f3' t3` 9" 13* 9" 10" 7 t/2' Ir 7 Ij2' 13* ,3r 13' 10 1/2 13" 0 t/2 11 I/2 6' t3• Y 5 (Bomm) 13' 7' 13, : I:r 13' 9 l/2* 13* 9 1/2' 10 1/2 7 1,/2" 13* 6* 5 (BOTTOM). f3" 7 ij2' 13' 13' t3" ,0 1/2 13" 10 1/2' 1 ,j2 8" 13` 7' 8 (TOP) 13". 5' 13" 13` B 1 -" f3* 6 1/2' 7 7/2" 5 ij2" 13` 4 ij2" 6 (TOP) 6 t/4" 6 1/4' .. 6 1/4* 6 1/4' 6 (am.-) 8 1/4` 6 1/4' 6 1/4' 6 tr4" 81/4' 8 1j4' 6 {607T,`"•).' SEE SNEET 1t FOR MOORS TYPE A SPAUN0 FOR 0WI MLA"O S INTO WOOD f11ME MAA*M * 11AM1LRI AVL*W SPAC91O5 AND MNU M B)X DISCANCE ME RANCAIM ON i11RR SCHFAiR FOR EO. LESS THW4 1#iII M ON 9CNEIIAIIEREOUM MOM SPACM SY 1AAaTIPLYI NO SPAC019 SOW ON ScFiiiimr HY THE FOLLOW610 FACIOF:S. FOR Tm OPM44t10H To 9E POSSRSE. RmucFD SPACING ON 11A9 V*U. NOT 8E LMS 71LMN ► SIWW INDWEO FOR EACH MOM TYPE ANUM M ij4i IAVA 1/4'b I Ile# 1^'- 1/4-R STUD-fi rAFM CwM CMx__m will" MOM stmma qnj fl, a a 3 2 l/z' z 1/2 017 3 Iris 3 06YANQ'E•A1 O,ADE GE 11M 3 3 f/2' 3 f/Y 3 1/2 3 ,12r 4 AC11iAL F ,i rmug€3E FFAC 'TOR 1 l/G` 0:13 3,1 1A0 t,(O - im I.GG +# SPACIONLY MATTE) W41EN SPACER IS USED. SEE T #1 FOR VAX A.S.D_ NG S DESIGN LOADS dG MAX, PANS W1�! SPACER IS USED r.xr x F' ll . L . wr a31I -_. �I SEE ,5 At 16 FOR AHCFIM A1iCIm TTFE 1jCs '4NCaR TLPE i SPACM FIEF INSIAL1,473DI15. SMM iN1OS F1WE 161LDIM 11INIMM ANC1W SFACINZ ACAS MINI" LrrF1AAL An= WAE91G OL) - 3 ,} ailAlb6ER.GW C+x�.i1 too 3 OW ONTINKE ARE R014 O ON "C,+aw�ir 1NE, FOR FA, LASS THAN #OCO O ON SCHOULE REM= MOM SRACM 3 By iMJLTPt;IR€0 $PAi3N0 51,OwN 4N SMIEOIRE BY TIRE FOL1.00ItO' iAVICIF . AiE11{', PW TtaS OPMYM 10 W 1 L,; _. - . RL110CEi1 S )mw OBr#A#t1 t�MA1 FACTOR %WL ON 6E LOS THAN 2 ,/2• OAG MINIMIA SPAC" AADImm MR EAON AA1OM TYPE ON 710 $011M 'L Td61 1 A AS n Dr.54M LOAD MAXNM PANEL LEtYM 44D PS'F OR LESS 6°-$" > 40 PSF TO 500 PSF 6'-2' > 50 PSF TO fiD PSF S'-10" A MAX, PANEL LENGM ARE Y VAUD FOR IN; A11ATIONS W/ SOLED SEC ANCHORS & w/ SPACER AT 12 1/2" O.G. FLORIDA BUILDING CO (Non Ifah VR1oo14Y F1uFr1c5ns Zoned + .O -a a ti ^ i ,r ,. -v ! 4 F ar •. a. o• ► i* 1L.i 4 m 4 19 W_t11111 :L19 • ••I► ITH X" 12) 9" 1 ttF'N RATING Mo TAPCON t3- LAC SCREW -.53" P'AHEL.MATE 1 -Do 13` PA74FLMATE PLUS 13' iFi1Nn W€?aO BUSHING q[t _ 15,EM 8 0' li 1,/Z 3" 6 1pr 12 1/2'._. 5W kg"2` { ! 51dr-*,. 11T•*1. 0,01) _ T Trwi 13, 13. "1 13* 13" t' '} -IN' 73' 13" I3* 13`-- {wT€ay,r... 13*. - 13' 13, -.---. l3* --._ _ 0 l/2" 1W (TgiP) .. T3* 13" 13* 13, 1 " 1'W (1 omw, 6 7/2' 6.?f2'. 6 1/2" _6 1/2' S 1/2' N (w) -- - - £ 1/4' -12 LBr FE 1/4' Per ow...) 4 1/2* I' e 1/2" s 1/*1' (T-) 4 1/2* - '.dli (@KT5°R'a&8j t6 1/2' 9 1/2- 12, 12 4' _ (T )..-. .-�... i3' t3* .." i3* 13, __-... 8 1/'2' W ( ' >'-d' To h5' 'r. ✓r" ,: 1 A..4 • , - .., sy +, r...♦#•«".i4"! 1/4'o TAPI ANCHOR a � 1r gip; A TO OR lw`tlS1tNG PCR G.i CONCREM BLO%iK RF4k[RFtEF1. 1/4'a Fi1E P A,ltCM11 0 12 1/2" EZ1/, OF 1/2 PN4EL LENGTH (SEE.' CUNATTS'iN ? ON SmEn 12) TM9 it A AL&D, LAAD PANEL UENM 40 P;'F DR LESS W- 8, > 40 PSF TO 40 PSF B`-•e > 50 PSF TO 60 PSF A AW- PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE fiLAL.E iD OR PANEL MATE PLUS ANCi4€3 do W/ 9 :PACER AT 12 112" O . RU3L3ItP1(s CODE (MoA Woh Velocity L4isrdeaava Zona)L t r`4 s xApCt3At _ OR �zR aG 5' L3 _:oz"4 m BLOCK 1�n F1dkST'W1O 1 1 CONCRETE DISK w 2' - I ' 1/4'0 PANE'1VA'T'F PL _—t mc(11L`YGW) Q, 44167 x1101E 'ii cac rs rA a avc 1'trltt MFbh.;31 dt AG�tlx'✓b1�(r? cOtaF.aNr t4. NM:YiN aM1'%bL K 3Sid0 P.L: 24 WE GALYA,NIiED S'T£FL. STM PAWL IfC GLOSLL PC �S. C*1 64 Fes. 3:xvF# _ _AmtsG.&4MYe-'L3r4, Flat YcriuYa-c ar _ 22 - N r i (END PAAEL) I } (€N1'E4?i(2 PANEL] NOTES 2, 1 4 I I I 5 7j fF I�fRLVfV�LLLL:LiiaE'i■ILLICLL3if�3 i -- -- -. -- _ j76'A ALtA111M1111 € n"'t - .AST Pmmo TO BE INSTALLED AT EACH OPENING S ALI AJ.WAYS BE _, 1 _ P'RO'+AGED MT/ PEAR I ANDLE. TO FAC1LiTATE NS?41_f.A-110H IF „ rTE'1.Yi3s'.TP rig INSTAI_= mom lN5 DE OF S-my-TtF , i 1 OF �• I ; l). t>FFSPSSOG€Y iDF .ssNiii£4 2C E-7 HANG ST010A PANP- VrSTEVI TAX. OF PANEL a Cont. "TRACKS TOP & WrIiOM Via.C�J'1S55T€NKS 9 (2), FINE, PANE, 59i9i L ALW ` 9E C(}NNv41I TO BOTTOM T K OT1E� STOP 4 SllW. PRa'w DED AT TOFr OF $fCC14 � d A PANEL LE`4M PANEL.S� (3). IF U40 FM1NCLS ARE OONNIECTEED TO BOTTOM TR8CK CONNECTION SHALL CONSIST OF if�14-^.2f'ix3/'41 US,,Wf 7/8`4 3/32- 't0 _mw. NUF 1/4'00/4* Mir, 13 UW-GCREW I7Y';O TAPPEO WiTOM nowi TRACK. LOCATION OF FASTENERS WY 0E' AT UrIER OF TWO A9tE} Ek' RIOR FLAT R iPi ES NSF END PAWL. of"i." (4). INCASE THAT ENO PANELS ARE NOT OONTti TO BUTTOM MPA1f. TRACK (Le. A STOP E1AR LF, O€+I>•_•Y USED AT TOP) AT LFFFS'T TWO q PANELS SHA!E. 9E G`L&kNt'O'fE i Tit 6((#` OM TRACK tla`i4G SPECS 6 Ir€IW„A-TEST ONd F� (3) �dE. W SUr-H C_k'iE GONNE;:T ri OF i PANELS `O BOTTOM �P€ MAY 0�_tA AT ANY PMEL LOCATICK. s �� B( ip x I NOTEx. t' MFxsr. I 'L(7 1* Mia. t Wr$-fALLAITONS ONI-Y VAULT FOR Tff1Y11 I 1iRYiF 3 ,_,d NOTE a 1 S, is UP. TO 144i -. {'0� SECTION $ aLTE1 111iE. FT7' ON 5 1' 1'6}•.=_'� -. - € E21 /1 S. 2*x4' WOOD 2PLATE PLATE REQUIRED REQUIRED p � i- 1 40 PARE TE PUTS 1 4V PANELMAIE 7- RIES "'LAARQ L,.1. � ,2 ANCZMDR C 12 1/Y - �. �. dill ALMRNA,nVE R-3AW I CON O REGULAR PANELS f MA7 i r,r WALL 11tOtLN7iNGS •. SEC—TONA- SCALE 3/8�1" a` 1i SCALD 3 32 1 ti 1.IrrA Ai r.. � BLIP CQDE GNL N1 e.ac 14rFrt5575 Ycs€1e1 w FLORLDA LD1Ni(, N V d. LL€g NOT*.bA0a3 reFFrNA A 24 GAGE GAL.VAWM STEEL STORM PANEL Pkn 167 1, TINS L,A+6NF/ RYC IALLATION ARE ONLY VAUD FOR MAX. A.S.D. gESIGN PRE551AiE RATIN4GS {p.3.f} AND PANEL/s p� GJ_0EX PROTECTION PRODUCTS. LLC_ /12/ LENGTHS AS PER ELEVATION ON SHEET 12. 'l-''',� � �� E7r V NNC. -may 4m &W, 51 FL 3335 2. FOR NEW WOAD FRAME CONSfR(X;'fLON. WL7QU a1M a, sy ,ki 30A ,�, breast rz Arm € S-D22 '� 1MEMMM TO BE YSPIY 0 55 50Uri1ERff PAYE No 2 W/ SPECIFIC - r�y}��* a"w i ""CB tl 9 mtiraz saw cmaae. s..7CHQ F Lei s1A€ET a4 aF 10Ar r�> P.E :�j1M#5 IA47VV A h.. OR EOUAL PE w ors u•up a _ - CiRpApRArG flmc..,...".....�.._...,.,--...,�,.- 1 ..-. _ S. _ Aft, 1 *Nis P'kd•_1%YkL IAw.. '24 GAG€ GALYA&M Mn PAl4EL --_--- r'�aa Ixt. . . INC. � L - r A 43 PROTECTION T1 �.§..o.'� • _ 45z S.P.31 F t xAror 2 ex Aar n O VL XW4 15-^ =_ m 7A0 as < mg _ CF 10 + 1 1a i MIN- _.s �. .-.."--ANCMG'ps { SFC1'ONS & &TERNAi14 S ONd 'x3v 1,% '4. 15 k16}.­..._.. _ 1L 1A/13, T c'A/t3, 1# 3A,; 14, 11-10/1% R--29/13. R-3B,/14s 3 wtit. R-iAW/m 1+iw2A1�/15 1T SAW/16. R-10 /15. R- /1.% R-3 /18. 1' MIN. ( W-•8' a +40b. -4MO Pali. (W/ OVERLAP WO PANIM LF161N€ SoLT) 7'--r 0 +MO. -OCO PALA. UW 2'-e" MIL PANEL LEN= AT ALL MCRnMS B� T8 W - AT PA, i F1.15- 3 �`k%FJ,. 8it1'[{#M 'sN;ItS 0 "WOs^, i�{,,R` aX1N0 NUT AT PAfV Rmw PANEL ;" t INSTALLATIONS ONLY vAuD FOR WINK) 4-1A/'t3. 9 203, 1t 3A/1�, tt-1B/13, R-2@/93, R 3gf1i, 1• ram. SPEED UP TO 14€1 rn.p,i1 H®.'AW/1;.`z„ Ra2AW/15, F,TM^3A:€€{/16. R-lVW/t5. R-i T/1°.i, R-30W/118" ..�..., �..._,�., ilk ?" jSa Sfiwr*W, ALTERRARVES ON SHE€ "S 13,. 14, 15 &16, -.. -_. _ 1/4- MWL GOP s.83i" i RE1XitAR (LBPA OULIP -F Yf "E "kY. 10 St'O11 PAMP3.. tZMVR UiRrr, '9 TAKION : 0 9' Ox. HO F. 7 '°G'} 1 I L� �1 PANEL I (SEE F3 ION WE ! 1 1 rs c4 TA L'�% }i era+ a/t $ s 7 ` Yr'4u'k15 Ld R` l aw I. INSTA,IATION ArW ONLY VALID FOR A.S.D. DESIGN PRESSURE RATINGS (p,A.) ANO PANE. LEPerK$ AS PER ELUAT' 1 ON S.•iEU 11 2 1, NEW WOOD �'E 4.1R(:C''m WOOD MEMBERS TO BESOi1T11EIRL PINE No�^. W,j4IFiE' N 1 RMIDA BUILDING, 22RLjftn fth V-6610oftilfd, rlcons Unit) #100 allm An 24 "m GAVAHM STEEL STORM PANEL FRL Oro" W. L S C 0 lut. PROTECTM MIUCTS, low 'SY7._ 81 wwm bmc 40. W F,1GNE (a51MerrwM331,t e-, FAaA O,ANiAOA A,rf. AMt ,wbr bM02 M COMPANY t 5-022 GD a. ror. A, : 53sG mr-,BMr 'MM°4 ORA* M: ft Nx r axarr Qatar oat o-rt... QMAi1 12 G► 16 �1ffi1.A. iAAtY "t' R€ PAM (SIN I 1 ON S1 e+GL1s ■ wCON rite a r OX� PLATE MOW LAR PAWE�LS �M FS6o1.iE UU W� m1�LNTLNGS NA ran. SAL E7Y PANEL SO 3/8.1' �{fr`• a FLOR1fk1L BEVEL NG CODE o11 Ni h Si61ae Hu no Z0i16 Y .e• F • 441 078f3 dM.S$At Arty 24 "GE GUYAHM STEEL STORM PANEL, riLt- f aoya,lf Aa5 0 TIE C 0 Qm& PwmC7m ITS. LLLC* pM1g may, Y �' ,--. ,�EtC 1N li TLb7MYf1 b ",w�` NOGG . F 8k S I* 'FiM41aGro-earv��15-022 +Y ,.,�•':i. ` .' aac+M"rs'°iL`a n.' wr +a,.rbafrbma ftaME ins+ s as a ,1F„rrt� rxir vaawwk o,a � R� • - ... RAr,1A7Y X 7A11f`.i aia T C RED Q 0 1 R I` iRUC URI: �- Cat`: "€ OR 4'Y TAPCIDfI CONCRETE BLOCS AMCfWR a 92` O.C. r✓J 1j4`r TAPCM1`14ttt" riEX w.Q IlEr 94x1" k1E MEND 7EK AN .:i-PR 0 f2' OLC. .. fr'r �,SCREW0 •r�jb* FWD 013 EB "i 0(v FROM EDGE DF (` / -.-_ ' A 1. �gg& 5 d tf+ts.. i A R 1' Min Is)A4x 1 If idA55 '8 TO GL/SS. _. ALUM11,Ue Pik GLASS TO GLA'S3. POP A t/4,3+mre` s . 1� x A ^..- i Uv_ L VAX I A7 E4 t -- , ....,..- PANEL a.ENOtii 4s 1 PALM Ltz#m - ! 6 m......T, t.. Ta c wcs3. a 5 OF TO CLASS. } �r 2". ,x TAPCON ANCHOR O.C. i/4"'0 1A,F.Cti /r-..,9wiTNf3 r 2-'WOOD Al NFLNN WALL_1i0UNnNG SEA E71 muRMAuff iLAT .' EZ SCALE 3/8-1SCAB 3/8-1' is FWRIDA BUILINNG COS Nan Zag:YaLoc FLr h?5- PANEL -Li IYGT)L � L> asrGr 1. ;>1STa.l.P,AT10�a �.Iv ONLY v . tta FC'PR MAX.t+e.S,ii. Crk`:Sk % S71AL,L a'--s* sftlena Ate. 24 I0AFAE GAIV M SM STORM PANEL fi> PTi€S'SR_1, E RATING 4/- 4D-.O p.S.'(, MO 5`-%i' MO bAY! Ph1€E1. Lt NC t . 1LOW AS/14/ > . rraFt*sir a¢ s 1A1 7,L aL b a1 Fri., ' 11Lc� N >s W-MI3 S 'i+:i 13E Sf'.L:Tt`F. i FINE Flc 2, '$FJ' '; S:,P"I[:. 5' S "' t Fi. 331,4 - .... r. ` ` . '. a51M AIA4 i. i SlOtr. . A; ii" %i rs "L 5 0 :Y e? t L11 Na C 5,-. GF€ i't,T ',rm.am�e ntahE 664 Fsxt '�i ' -•MNA7 �,. AL 1f+' ` . A. a {.Mg �i7P-RQS i ice""' eyMA dy �I ., 4 ,..�� Ea-oaOaiaB �r aa.Awn vaa aas w. eGrwwxw .raF _. CroM.'. Harr ALL Cu > OL C Q Cu� M � ■ ■ W Q z Q ^J 1.L SHEET NO. SH 11 5 r �� __ :. « 11�—( Tl,:.i,tlui ,.1 i, 1 7 -0-0 - (2) (1) = � � � . - - I W Cu (L) -il . i ! I -- ---- - i . -0 > 0 . � . I I __________ I -I i c- . , P.*. � 1 �13_�_i - P.E. = � - � m I*,, i I -*--a r - . � - i 1 2 2 _0 ? . .. F COWREW. N310W ftACNOKW=PPAHNl � � . : cal CO"CWM Houm ALL AMERICAN SHUTrERS AND GLASS MAXIMUM ALLOWABLE ; ,,.,I I 'Vou". Bil OR %W0 MIAHAIM SH "m " sn*xlrom i .11, I a) I . w 'r ! OR E-ft� i fr. M.T. vallm-133% mc-90*016-161l J cc:)- = 2 � i - i , .1p , sylol 4) - 0 DESIGN PRESSURES: I � �, M-U. T-1 - / * 22ga & 24ga GALVANIZED STEEL STORM PANELS (NON�HVHZ� . � 2 9w t25l _1 , I � --r-7- , �� _1 ! m��ww-cmmw * I co -0 Q_ . - I _.,, I : - _t-2.25w- O 0", ,L--- ` _____ k lqlw�lm� , / APAR;l "OLW -* . = � AS NOTED IN DESI G-NI I ' - 1750, 5, , ii�ll =Polll a) 0 "HAY %..P.p U _*_m - S`%"o ""' S�mlwau. l I ;i �4 ltl�l,io=ln, Ai I 1"', ,,,, '!,!' "'AW. / ft %r&W1wo;n%%`lm / . -&-i . , 0. W 0 * " i I ,/, - . *, Mr* I - - I SCHEDULES . t I 1"' --1 _1 2: . .L__ - : " I ,I A �..L : , - cn : '. � �. %, 34 , I - 12V ; 01125, � R7 I ! .IV V, / ", - 1_,____,,q_D '"'I'll / s_ = M . ­­ - �114 co U) I' " � m " i I- � WIDTH uNuMrmO % - -,,�11 0 li I -i �� �/, � " I T ---I 'w HFALK00-y z ,:, 141W r -. _'. - .. 1. 1`_",­*.t. I." -A. -�11­ (D -0 0 -2 -0 � _(PmP,TopANmSPArl DESIGN NOTES: _,q. * - . � �fj% I f A I __j L-1 F --- � _� - , ____j / !) - �­r h � i- -, _ , -, i- - -- ---- �, 7 ....,� � � . i = o .l L_ (D -0 "" i t­-4 I , T?�� ' rep , I .s i - Jk 18GA_ � i 9 L --- _� i i I , TOP Mcl (CONN_ 9 POSITIVE AND NEGATIVE 011 PRESSURES CALMIATED %4 � r� - �ofir I T071,2�5 1 __��4 " '10 TYP. � I d U�=� I - I - , .p i � . 111 11�1',l� CAW .*w SWCAT I . � � ":. .NGEJ I i TYPE AS RWD) MR USE WITH THIS SYSTEM SHAU. BE DETERMINED PER ­ _� low �_ 2-' - -4 2.0m. �- --I 24W - TM I � i - ! MAX o Ill- o 3:: 1.930' - - _� 5 F,j 1 6) f Ig 011K�lm I : 0 # ru 1 2 1 SECTIONS SEPARATE ENGINEERING IN ACCORDANCE WITH THE 1 137, r HEmm V��Ici� - fl�!efAl r._'-TUD ANC I 0 " � . ; L--g 1 F- , ; � MA�4w sc�lv - i STM Awmi Doms ON - OPTIONAL -20SI11 I a,,,* w I-, 12 L__ __ - jz�w� , . 11 - ---. � � dol� 5 C . �:e LL - DOLTS WITH WASHERED I . - , � OLASSOR rVANIL I . � . WINGIOTTS PASTENM 0 H §. 122 ; � A , I I i . - I-STEEll A a Cx) 0 ff %+- cu ! - BsEgism3ml ulf-q-91 1;1 - --4- � / . \ I 6- @u i � 1.93o' r WU-OUT'�rj!L,A_M� - I --'WIW �, _____AL_ (Bu- ' ' I 5 c - 17, __ im'U'REAWill z . 2- r 1w 1 6 11181 EDITION 4 ::: w i 1" FIV � __� M. T 14 '! � 3 3W'MAX 0313, ; I p GLASSCA ; i .5 -sagro hit 11 OVERLAPS 0 MIDSPAN (USE 'DR TIVE DESIGN -V I . 17' - - - 0 �!J.,. rL : ��.____i 0 "ASS m , I I Ar- , [a I j cu C) > . 1 ­3m -, L � ____ Ill cn HEJURN FOR ANY ASSEMBLY AS SHOWN. glx$- , 0�35,l - � -1 E i ! - DOM ! - WINE 0 . - " o3w 0 Sw I . I to --I i ro�*_Ivl I �. M e! ; 9 == ,.m k - - - U1=F I S 2 'i r � Es'E i� -l' I M�. I I ww�- rm MA. l I .1 - " - _. --K- - -1-0 CL � ! , . i --sm-Am - cl) a) -c ,,, r -4 - i ,_�ll;� - g * ` _ I - _� ,,H,D,' il ' -4 l V 9�1 - APPROPRIATE SPAN TABLE) VALUES LISTED F_ \� 1 (� 0-3716 1 .9� I-Rw,w � I! I � mc � . I � J!R 1 1 ,uk I L51011.5" -�I.SW- �-�Ij�lll J_1 f .'167'; j nz 2 I g§ PLAN VIEW GENERAL NOTES* � 12.5W PAWL COVERAGE -- �, � � g. fr" - _54S� , , , w -_ , - .__ I . I ----- -- ----- -- -14875 - f I _ I -1 I I I TTf � i�t ilil'i - i �, DA - - � 1i i I . 'a - PANEL LENGTH - ��` � - U'l, .7 q 11 � v 1. THIS SPECIMAnON HAS BEEN DESIGNED AND SHALL BE FABRICATED IN 4 i DIRUCT" __ 9 - 11. ��v Be _T?6�7yo. v ]. 9 U) Ill M D_ .13hid , I o �, ul 9 'k-, \0 (A c- co _+� sg r , OFMFLORIDABUILDINGOOM [_�_l I -A-LO'QW J� 2,00c�=ox - .. _ ., � M�o 5. 0,30,5 � � H � ii .� ,)S.r AMRIDANU WITI THE 0, � , " 1 * . A. - � I m � I kill sm mmo WH14PERAMIl TYPI � - � - . . , (07MMim All � f I t- -�� �-_ 11 _[K-1 �- -0 = U) .-.I- - MAN ,� - rxl ­ O.w mAx Tip, a I I =%A3AU11 MVILDM CODE AMENDMENETS 091 Te AND Y� (i)044l `T."_Mt�K_ (DT' TRACK , "F' ALIl - I 'l w w I 1 . < "' k , . AS STATED HEREIN MAY A EQUIRE A."= I �p i L-,-. /!) - AMU USW IN I � 0 �41 -1w . I Il SIM I sm FIC SIALED INGINEEFUll I . - z­'L - � � W, 1 6 . - � � _ Iq �- 4m-- � ;;� I 9 . - , 0 W, ta i §, � �/ I t�_Aw ,, --- I - V / '77-/ WHH"WoR 2m � � W-20sal I - 'k- I f 2. NO I E IN ALLOWABLE SIRESS HAS BEEN USED IN THE 0 . � a OEEIGNOrW , I / SW 0 � 0�65s, D; ��_[ : E ARCH , OF THE ECT K%l Bc OnvLMS . 61190-4 - �i & IF, ml i I , I- I I I I" 2 � _. L;J-1 I �___, 1. � - �� _?_ - I I , -w L�' _- = I> - WHICH nos DESIGN is 9MUSE Zl=!tf " ; : ! I / j I I FOR THE OF ALL !� I AlAswullul WIND" i ,.� /" Wow Rl Sm I i BOTTOM MOUNT -, k 0 Iro-C, . I , A �7e-�gv�l H-Il%;.%' H _R ll ol _j , / L / Awlell I I S BE Ill E � I . 'CCTTffG � - m. / I --- U? (CONN TYPE AS I . s t � V�n LEG �Q C, im, l i e "" � -------,.- I � on TwPr of Ohl M.M.W a A 4 l \ ENGINEERING SHALL BE MIRED IN 0 - _--_--__-_-_�___4- = =�� = . IMUCTEW MmIww V,' � V=IsDwMw ix-l"p-4w) ScHm"FOAl le I - , 15- T ---- R. R I 9._�W� l MAX W-WEB910-0 - shl I i kky BE UJI _� &mml � , l - I I A , � F&.391* " Ell TOFROMImm D OR PNr Al r P1 ' . - �-3,wo-_4_ol �� g 2 lil',.g l e__-, , . 1 �T4 Easnoo ."m ,, e E . '_� � I �R��V K'Al Ill 0- . _x USX, w s". s m - d000�'MALLOLANQZ a 7, **V -m-mc a I SASW 00 Tfp- V E 5, :Ccmm . mm"ll MAY BE AT 5 A=n %AS f - m , HUMN, CONTACT THIS FOR ALTERNATE SPA . :5 ,__- MAY BE -I.---- I BOTTOM 5, THE DETAILED HEREIN IS Call 00 DOES Min PROVIDE I ­_ I- � I Ins z I a r / �­ WIW41ift 110 i, I - , I I I _x � 51--TIMI . :' sm, , y I I ��IiEJ - How rMl UE ]INFORMATION FOR A SP1!CHl SUL MR SITE CONDITIONS DIFFS04T FROM 3: 1 1 '_ 3 I olmo WAM vl�ry = - J � AmO4AsCHC51w= =gowngm =: (1� TYPICAL VERTICAL MOUNT ELEVATION Mpp=%TA6",H9%AW.0.4ED ER OR 1REGISTERED I O,,. - - � . . I '�� , E � I-1 KM � r m m" -_ H�L I zv OR TY09 or sym)Ctt" w l cowl vim I I PER U), I a � I -_ *" M T � i - r, - � ; &C,X n� W�03 -_mw­ ra WALLMOINTSEMD14 �_ "Oijwn*;vr.wmmwAmVUY 0*%Jft1AN,fASTEftE1l a . USE IN ! TKN4 on rQuAll- To z . I ELEVATION I ___\ l � � - X i w a I �, f a a OVERLAP /__ 2t t2 I R 2. 0 i �a�_,� "mr, ON ym sO4ffumPDllmAX COMMMMUDlEl SAMPOShKstAspkwcm - 46 1 1. . , CU IT - ol . I'M* S I aw" - I E ,� i - �slwcw�- 3� more al . ==Pilk ARE BASED ON NAXIMUM TESTED I . � A m , r a '=P=N ITE .=9 __� F - \l Il 6. . fil 4 L `\I -ow I /__ \_/ 1'_� 1�___25'14AX '\ ;5 di I , m- ram,* nalll 9 I � PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. L­/ \ �/ .;,_ =�R , ro ­4 4"MAXJ- .+� .� _� - \k \ /X� \ _25"Mll R stlirl - notwwa=m I � l 6effir" OR l 5 MENT"'D I I i a i 9 VLP�� 0.18WJN�� �n '1�0_ 7 _-, \ I 14T A � I X �,_ I. ,­ , 0114MA-1 �A.,;Q.ws,ll ­ w & � AE i � - woolommul TOP MOUNT Pil Me 5 "M - - sPlL� ,49i= 2 BE gM LA � I TYPE CORROSM*AESMMM MATERIAL AND � 2 MAX, *w. � I � � ­41 I l 'AsTfmm�� ( casn�m� -axwnuo - LLI I ! A*MftSCHW.8AllM I , (SPAN ABOVE FORALUKURN ES'SeCTION111al M ASSOCIATION, � �vwmc* BUILD -OUT --- i 1 ON vTP1 C4 sTal AS ECl LOCAL CODES. . _t v ., .. mm%m = � f ; 0 < I I WOETA". W� FpAbwr.- DISTANCE w1m."0Alil !E I . � ___ � - Easumcoo"Cl .s W 2 ; '01 _/ I - - -OBSTRUCTIll ?"l trvrRmu=ELs=l1o_Ew= v I , I N�' H��"`A . . �� / , KOULOW K= m vil 09 lt-=��%l PANELS SHALL =t-10991mil &Ziul �__"'O�� -_ '��JlH` .UA .J.4� OR 3 � _j I I / up.-v'r -hl 'I i , , QUALITY S� GED 6STT , , i . Rol SI GALVANIZED MATINS WITH A MTN" =i � _ws,_, / � I / Cl ,ml MIDI OR ! ! I E I I I d -- --- -W ... X-�Aq I <\ � 1.0w __j I I .�..A �.�, SUBSTRAM . I � =. TYPE lo somisroW SHALL of 6W-16 AUUMIl ALLOY, < I . - 0vT.45.r­_­ - < mwj­ V, �_ - - � 1 =,l . � I I RDIWDICTATL PANELS MAY BE MOUNTED VERTICALLY OR e 40l 1 - AAKAmove), - L-T I I ! / _ , / ­ al MOUNT CLOSURE! Dil � A i : ��,.. 1 �l l'! RmINO -i- 4KNUIll QIMOIM� / "- �1.50l 2100 ll A I iiao-1 - 2 � 19 - \ .25- MAX, co wy$� � min, I .. HER. GLASS - __Il '" PERSCH110" THEO Poll aLr- sa"'m E 1 _�'71 1 , __\ -IL I Hgg �Ossmwnco !K%%9&"A'4M9%6.sNA-wEmw&% OVERLAP waoo �pl �-� 11 / ,��Id � , tim GLAzm i H Aww�uq FASTRAIM * 1V 0,C FOR M.q. ft-L4 LIM �HAN m , -bill I �� / 9 I \\ )*mVvIll rAmy nw&O1roA_m"M1m ! Y, - , owl r I - 1 1 AS REqD) . TOPIL DETAILS SHOWN Nl BE INTERCHANGED AS FIELD / "-Z= vAmw Coml Ma (DEMLS 4 ME44."'o ,sr(stemc"MU. )=m I/ =py", I I 1i T I I ""'I, I - 1MV HOLLOW MONIN , I � I- - (LOCATION MAY VARY) All -CRACKED, CONCRETE ONLY. U(StALL ALL CONCRETE I %l)k / - -:17- _L�_ -_ - I 1. it l Ml �_ . 0 LYtT ALL I --,"- I I p I - �� T1 `PW SM ' 04-pol \_,� I I ­ gg 9 . �a� MEM TOMESURD I - - \ q ol 72 - �RG '. 0 . Z a rgam -1 __&�IUC _­W1-_____ ----,-,,- I `4 . I _T_Av_ X I) I Sm _;Oill 7161 ��' . gW;1l E li a sw4p=mrxrx_// i.500 pvaolz* UISTEKS CONCREM lilt', I ___ i , i 10. � - ' �S 11 1111111 1111MMIS All GES c*`sqv­N`L --14' Mfil - MIN. � WAVS OPEAM UppotoomeEMPw A M1N,,1LASSS5PAAA7l1* � i I E=11�5 I TO ATTACH PANSLANO : XSA � ,,, AW I t [ I il = .TA .In.o�n� il �',�� "� it PERSIMCM0 E I � § CiaAMPANTO ; a A.VW ..00.4 ,ftl sam ANCHOR I i I i I I I 1�11��111 m(ME177 MUMONVIIAAAM 6 CONSTRUCTION P HOUDW PLO" ORWOOD A I 5 --I ff It EXTRUSION OR ; - STATE, & FEDERAL CODES & FROM , I O_Cy`�M%__ EMBED I 1, I i I Him. mAss %EPAAAr7bk I ; By tol OFSfFJXCHJMl * . 1 - �w r FOIL POL,NrCLmwci,,�AH, 5cmammul pea SCHEDULE SUISTAX11 Lmax ISM I I 1; i I 1. ___ BOTTOM ml (CONN-/ WTEO �%M All I I (SPAN BELOW J 14, EXCEPTASE ESSLYP4�aSW.ADO171110l i 1 -all . 0 R I i I _� N i OBSTRUCTION] 0 RIP �Ai I g" t.mw TYPE AS REqD) RA MA . i 11 I I . I W ) , I MERM STUD ANW Aff HIR 1. - IT - I 15. NOSTO � , I I i H . 11 I n=w.l I � - BE NOTCHED AS REQUIRED, . , , / - "WLMFMPLI � I I 1 1 al CONcol PANELS MAY OPTIONAL %�-20 SITTCH THIS DOl A NOT I - THIS Ill 03"WFPAWLMVMCP,Ll 0vffwRwLvBw_w_il i 5 wKwom Kol - PROVIDED THAT CONNECTIONS AM BOLTS WITH WASHERED 16. PANELS SHALL BE PERMANENTLY LABELED WITH A OF (1) LABEL ! _t-�-_f----� I I =A-, "Al"ll I I wmjaw�mvma =m WINGNUTS FASTENED 0 Pat EVERY 3.A4;=A3NUl THE, FOLLOWING INFORMT100, 15-2394 15-2394 : ii--T_,�-7­�'_ I I =2'...'.. "Amm ($1z mom om 'm 1.15-239.4 - ANCHORS ME USED WHICH SATISFY ALL 48 PMUM AND GLASS , , ScHol fill ON rrPE top � SPANS ABOVE & BELOW OBSTRUCTION, OVERLAPS 0 MEDSPAN gJSE WEST W. jW i - I . I OF M74xTu#4p .:: Cowell re" . I - LA . ! . ,r� �!�� _�­ �­ � I I APPROPRIATE SPAN TABLE) AM w mmK5w=im=w1 __ I %11111 I � I I Lef,lylll X /- I ­ / , PAY VARY I , ��-__ ll�.,-/ . " - & APPROVAL NUMBER i . � I ,_� , I -1 , / � `H`­ , , FLORIDA P46M : i I ! m��, r� �, I l:_ , " _zel Vnn!!%,�� - - , VERTICAL MOUNT ELEVATION I 1- � I wwqv-�, flou.1no __ I I 171L � slz`QKI'Al�tm 9 I - (1) (NOTCHED PANELS) - rg- " � , ll SIM I ... _In I I �11WR ��Iv 1 65) ; tmiBEt , �,*q2'AORmwLs,,T, vwaw 65) -1 I--- -I. I �� _,-l"�'Emp ., � __11 - -- _� I Ill -- _� NITS, ELEVATION I i `"�o, '),_ - 0) Lu \11� Ld � Il mww�l 04� or __ - :01� V- / � L__��/ :L ./ � L I � I _. __- � 1, """' - i : i ______ I - , F,F Asl P�E, 1� --- 1. - -, I -DULE :1 , - ""'1*11 I mi 1� - MINIMUM ALLOWABLE SPAN SCHE ._, - A �. . . ... .1 41 ,. (ALL PANELS) .�� ANCH04R SPACING2 SCHV-DULE: -.1 . . I I �f .- � --- - , , `� ** I .j : z I , , Z 4 GAUGE r'A N F-,S; ��A N E L vA57 ENT+,S 0 1 1 5' 0 - C, 1* . - i . No. 46 . i Top MOUNT , .4A_.%ffo_ . I � I *: - S� *: I i . . . E_ I f. * . ; �j . : 0 * : . �; � -m. � -, , " E I #3 6 " �j ff p *, , AT W. w �, I .-. s"- 44 'r . ; I I I I g I H ,11 . x I " .* : I . - I 2-51 Rrom DISTANCE 3/4- EDGE DISTANCE - . t - Az . � � _;. 41�. a ___ --- , t C? J.. A I GLASS SEPARATION GLASS SEPARATION - � -*-. * ,.. OF -, I i ) I v � I �1_ I � V-17 _22=22_3z-v - . __ , �r ALLOWABLE PANEL ALLOWABLE PANEL jo." . MAX Oil --- E!a UP to 6' ul EPA" tip TO " mmup-1 SCHEDULE, SCHEDULE: -1 x �� � � :, � x I � I I � a P - MAX DES= - , 10 . SPAN SCHEDULE: - - � AN04OR ---�L"-,, UP TO �� - SPAN SCHEDULE., - 1k. - PRESSURr ��Urdw _0310-4-ly-ft POW" � �;7,w ANCHOR 19 � Wlr� �-!-,IWVtOM 33 � 12,5- 116'a, 14"r R�qo izr Itl 6.87 LIS' CC' 9A1 _v, %161 , 0 j 4 1: X , � IWH� Or cr O" 22r 2V 2r Zr 241 - v -p- - 97' -gr 1 ! , O.TYPE - P*X$SM pmr" gmnn go"l 24 GAO(* PANELS 22 GAUGE PANELS 24 GAUGE PANELS 22 GAUGE PANELS r h �CumrtWv�dw l O' Or _23P 24- W 2r W.- (r 24-1 2;r 2r . P , (PSf) j cl C2 c3 C4 CIL CZ C3 C4 cl C2 C3 C* - TYPET Ill CI CI C3 C4 CA C2 C3 C4 Cl C2 C3 Ot l _____L - --r- - _ I/e. r ENM 33 MS" 1610, 150 Mir 12.Sl 16.01 1&V 71 z _____2L.& -17 Head" or ir c- W 5 �� 2�- 2V O' 2*" 2r i m= Ul _�,y Col 8.11 515, LAG SCREW 4 as, I&O-1 16.W El mr I&O* 15.0, Ell U.Ir Ma 3 , - 2', r�W 23" It' 301 31* 11' W W gFL = - . imin mA m awl '11K �_6 -cr �LLC _!�'r 12-V IC� - V El ,f I ., PANEL PANEL PANEL MINIMUM STORM PANEL SEPARATION FROM GLASS MINIMUM STORM PAWL SEPARATION FROM GLASS 50M 0 Imc W4kSt4AnQ! E. 3x _2� Nr Ill * 0 "RY W� ; � � i 14,11 11-ylyll 16.01 10J- 6.0l 12.51 Itil Il � &4- 11S' I&O A- -K4' N FASTENERS 0 PANEL FASTENERS 0 (WIND ZOME 4 & ESSENTIAL FAMMES) ;2IN BuNmillrTn" E , ____ � ___ ft=3momm. 48 �5' 11LOl 7.5' 125" l6l 14.7' 6.011 12.V 16"; l4f7 s.v q 5 - . - ­ ­ ­ 8,21v Ol a i 12.6l FASTENM a as`O.r_ (WIND ZONE 4 & ESSENTIAL FACILITIES) � I 9-T.4k -2F -IF -W' 3-1- 9 ­. - - W Z g; N 1 52 ­12 5", Lw 9'r 6.3'. JL121�s� Ill al i5x" __Lam, ,[Is- 8.11 5.41 - 52 aS* 1S.WjI&(r 15.r =V MW 14.r 60 11V' 162' 14 A � -- - ____ IN a __F ft�_ 10 1iSZ1_4iiF1_k­­ 1. - 0.11 I � --A' 2 70 11 I ____ - ___._ L2151 14491114.71 6.01 12,5" 16.0-114.7" lil 11-7 I&O' IC71 A � . 0.42 .4'. -1 I- I . I a Ell ADa kIr LU : �U 13 x SA' 12Lr j$1al' tr Ell 5.4' ____1 � 11 I B.- E I w 48* S& 2V �F - - - - _­F I i j/4'. 1�jil -Mv, illft, _--­-­_--­_._,_ - if I ALLOWABLE AU.OWABLE miffl ' � ;;kp j 1 ­­ lsi�e Am MAXMN POSITIVE HAXIM. ,NST.TE. ..I... f*Aj � � = Rr 4W� SF 5 *14 x I .�l EZ51, 1XII 7.v izr 1&(r 10.81 DESIGN POSITIVE MAXIMUM INSTALLAnONS INSTALLATIONS , - - - -fir - 41 1.2.51, 1-60 ��H 1TT' - ili� ii�� ,01 %v - I 'r IF 2F ! 4"zl - 41 a4K LCE �" V 1-111 iLg- Lpir ll .!:L. 12's- icw 9.7- PRESSURE SPAN Pyol __o� V jPfflW1 :3� :KSI w j - wow SCREW 40 JZS" 100 120 7A' IZV IW %V' 5.61 '12-S' IS.O` 90 ALLOWABLE ALUDYWALE MAXIMUM ALLOWABLE SPAN, NO SPAN, WITH DESIGN PANEL LESSTNANl OttATMINAN31Y DESIGN PANEL LESSTHAN30' GIMATERTH03V ;zw Q 11s, 16, ; SPAN gnU4 DESIGN SPAN, NO PRESSURE PRESSURE SPAN ABOVE GRADE ABOVE I 2 _ .._ T.* 147- _;W 0 r"��- 7jTF7DTV Er 9, 6- - (PSF) PRESSURE wm-nmiuS .yg;n -07 --ir- 23 11- W ;�o � i 1 E ,*=am-r- 12.r licr mr is- 52 115' 14l 11,11 uxl Mir %jr lzv 1601 sl __ -_ STITCH STITCH SPAN ABOVE GRADE ABOVE GRADE GRADE � � AM , 1 ­­ I 1 6 m I 52 12'5' " 3, W , IH I 1 70 112.V AD' 11,9`1 l 2.5"ll OF �16.0- 11'r 9.5- Q It (PSF) I (Lvw4 SOL75 __ I [­� T - ,� � -;ur - FR _ 44 1 ow) (Pse I 11 �v I =w-- F11 W E - 1 1 IIL4�pll 70 12.r Icir ske mr "I 9.6, 12.V - 1. SPANS SHOWN HERE AM HINTHUN ALLOWABLE SPANS BASED ON 4 $ , - - 1-1 I - -30 Ir- a, 19-21 Oft-) (LITI-) - ,�t��IM 33 12-5" - -114104880 33 12.5" Ill 111.0' as, mor ms" 12.5- 16.0l 44-33 ill- r - - 7,85" 1,17' 1.13 " �SE, - ___ m� lWxl - tn ODNETTIGNSAT70PORDl PMMLE%GMLM7"M"*GENOTW$NtAMADNEMMWT ! ii� � - colx� 41 12.5. !6.01 Mv ISN' 715' it. V_V;10.�r 12. l0l 12.F 10.7" TAP Gl 41 MY' Ill l,'X,T' 12,r 15.01' 9l.r (A : --jL_ -Ir +/-30 17- Er 12'- 8' 12, - w 6l V-� I �10� 1.44 " ACCEPrABLE, . 48 12�51 6,0" ll Mr LV 48 T27_ WIF 11.41 i2.s' IsAr 9.11 121s, Moll 91j, *35 - - Ill- r- ll - . . +/-P - _ +30 4r 7,05� 2.29 " +30 1", I 5.85- 1.84 " I PZ NO SEPARATION FROM G-k-1 IS R5QMllll PANEL L"l IS OREATERTHAN TAU NIXED � I b I _­ - . ..... ­ ____ - * I I,,. -w- 40 Ill 61 Il lir LT - r 17-61 12'- Ill � 10, . � sElpl rcuwTWG COMERMTION NXP& � i * ol, 52 �l -"- gg� 14Al' IZX I 12�� 1­0 - Ll- - '116R, 12's,jill 52 _a�sl ii:F YFF 76-0 as" *.V- Sl +/-35 1-1-W S.85. 3. $WE C1,MRES RR12LMW � ALI 011 MOUNIS INTAKE AEOVf WHEHE=OEUA9AC-ARRl � I , , L . -_ 1 12'- r � I?, - r 17 - r ir-w 7.85 � 3.68 " 1 3.28' �� I � -I- � 74 "_7 i.w' 12-5-l1l 17 1610" sl M51 Id.v � I 9 ;z +/_0 flw� r El 121- 2. IV-v. -_ - I USSDW,Cr"WM--CVJTMMWYWC.WNDUION$� A*QUMMS�PAPATMKPROMO-#jT�SF�oevMDErAU,'P (9 - � 70 ul.r I16.0"I 91.11 12- +t-Q IL- 8' IV - 4' 7.65" 1.22" W-W Ms " 1.17 ' r : 11��"l EMKI 133 ;?:�� l6.0-116.0- 1S.0-11mr 1 7116' x VW Dom 33 12. 'g. HY. K l 0 a ;.14;A iiplis, I&D, W 1 -1-45 a. 1.90 * S.851 ­11 , � 41 CU�116l 12. 1 1. 12.V *Jr _ - 1­1 ____ 4, TABLE APPUES TO WTM 222- (WITH OR WrNOl 00l AND Z�p PANELS, & WFKW" PORI a � : ii- Jl r ALL POINTS WASS 41 v 0. �* 121c +/-41 LZ - S' Ill - 3* 121-11 _w. a _ � CF F *�-48 W_ Ell r- r --it-45 _12 - Ell IV - 91 +40 7,65 " +40 W-e ;2.1 ; I I FASTUiM 0 T7,VV9 6.1F 0-i- i I iol�,) A:z-y- �i--T t i_ - ­ � . -1, - - 4" r-r , ` " I 'mz�_ 3.03 " 101-17" 5.85 " 2.12 - Al 1 5+ pAhl MAY SPAN 3v ol kww ONE JII ol OpnONAL TOP OR wntm CLOSiyes PER , Hj - lisr, lcollim, _, WOODBUSHING 48 � I +J� 50 7- - ill - 6ff iw-sl 7.851 - :2 I 44- 52 ll r W, 11" +/-48 Ir- v 10'- 4- __TF- -2- Ill 7.65 " I lz-w. 3,90 " I i OPENING (PER M7AIL VI, U$Z% ANN MOLINTIll OC�Wtll SHOWN IN THESE DfbkWO*FL ti g i I I * 52 12-S' 11t,A)l r­12x,lt--lM5'l , I 52 ffm 12-r 12.3" 4.r' +1_55 ol it* ... +1-50 I Ix - I,- IO` - Z, IO`_ it" +50 81-61, 7.SS " 12" G _Q. 5185 " 122- T 82.4 � a? � " m C, .� I A I 1,21 Il !16.,r ms, mr L * *= I ll 12,311 12.31 4.711, �2 I " +/-52 11'. Icr IV- 111 I'l 8' g"" 7.85 ' 2.63 " V-6* S.85 " 1,74" g Ell ok� 2 t 'A@ A p I �- 24" MIGNE DISTANCE -_ - . � I I _--r-_ - - I,---- .�j ,v , '. = +.L 80 - V_ Bil - V_ Cr +51) I I li� el� li,ig'. . a -as _ - - r +1_55 ill - 7 w- a, 10, - 5* Ell 7.85 ' 1:33 * M-17" 5.854 2� �. I I " ,6.2v I . 6 � 2 411 I 7. A' IMNA - +1 v r- 01 Ill, 1. sr - 31 91 - IV +60 ow 7.85" - 2.35 " IZ-11 5.85 11 - _K90 _- 91, 1 �,l _ - - 4iL Sl 11 - � I's I �., s +/-6D . I I ,I ,�, a t - 41 iW7 � � i +1-65 117 - 7' 0 - il" W. 7. ' 7.85 " ;�:6� 5.85, 1.26" = :� * �1� E 4E vaiF ANCHOR NOTES: flt� +A75 r- r 41-91 170 --M- - I I x § i 'U�F- , - = t 41-80 41-70 10'- 3' ir- 71 91- O" 7'-10" 745- _TI_3� V_w (A - la i. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS LERTIFIED HEREIN, BUT ONLY PROVIDES k A` 4' fr +60 5.85" 1.99, , g ill I � -1, - Zn I J� � �; j I, 1 3-3mommul 5_7 w . 9 41 +1_90 SE iF W. Ill +7_75 ___4; - _w -w_ 0. . - , I 0 W. .. 1,45 " 111-O' -.-- - -_ FMA a 11AXIMUMALLOWABLE SPANS AND PRESSL111RES INDICATED m I � 'p- - = - V-111 SAS 11 I 2 A \11 81 � NJ , +80 - 01 - I TIM - I z � , ;z i �� i� �"_V- Fw�lr__ 3�i $215, $ &2S mr 6.257 le- MAXIMUM ALLOWABLE ANCHOR SPACING. P +i.lw V, r +/:w W_r 71- 6" 7_ 10' Ir-e I.."" i S.l 3.54 " I ol ,,-,'I LAST PANEL MMAJA40 I ELCO l 41 �1�2� .71, 6.2F, 9.5- �� V.4 IN SPAN SCHEDULE SHALL APPLY, ) I +f-90 __7_3`T-_ 0 1 I pjlio" Ao,tlil - . - ENTER ANCHOR SCHEDULE USED ON PANEL FASTENER SPACING, THE DUSTING STRUCTURE I i E ' � , s F. ; 1 7" ZW5 i a 01, w 91- Ir 6 - kr T_ Ol 1.50" V_w f �l�G,ii,011110 I ) � q I I ll 48 2­. "..�rl , _t=_1 2 ,O � +/_100 Ill 7' V - 0. 61-3- +90, 61-111, 7.85' L09 - +70 w_6` 5.85. �,03 - I f ", - V., MATEKlA4&ANCHOlITYPV SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN I 1�1.11-, 1- _ � � w 1 52 r.2v 10A." 11 O.31 Z� LOAD ON SHUTTER AIAD SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANSELECT +/-no Ill 51- Be 51- 81 6T-4r 7.9l 1.56 ' 10�3" S.851 3,17' , - . uj 4.--l-3906m,t- __ , - UL1 30 1 ; 70 4.2v 9. IV " � I I � ­1 � .A &2V 9.3' CONNECTION TYPE BASED ON APPROPRIATE MOUNTIK CONDITION (SEE MOUNTING DETAILS ON I s­ Ir - 61-r 7.85 ' Lei" 5,85 1� 2: 2 : c x q i 1 $,W. 3 - kk* FM55l 3� 1 IS'j 7X I 22.Y* 133.4' Ill 4 461 4��` � . i 6-61 - - '! 1 40-1 +10D r F= 4 1 T +/-120 ____T __ To* S' 3" v-lr < I 1. \1 . 0 I - " - - - * SHrET 2 MR IDENTIFICATION OF CONNECTION TYPE). 1 71- 61 W- 7' 4� - III, _ +80 C-01 5.8,51, 2.18 * i _� %, 29 x 11 %$ SIDEWALK 9l OR < j " 6.0' S.b' 5.2 7 1 10-V � +1-130 - - i , - � � � i g I1W S_S_'l 41 12.51 15.6" 6.2T' IC,r 4 I" 4A' 3. 'PANEL FASTENERS'ARE STUDS USED IN COfOUNCTION WITH ALL MOUNTING EXTRUSIONS I SPAN SCHEDULE NOTES: +/-140 r- 3" 4*- r 4'- 6' MACHINE Gi;4 TWW W CIA, ROM --I i 1 48 S-O" oa.v 110-7-14.1-14,ir t-F--TRAMSTUDDWANC-LE,ETr_). USE 6a-- D.C. PANEL FASTENER SPACING TAKE VALUES FOR V-71 5.1l 2.89 " . i 1 i VY PH NNIT M WASH .. z ��X� AA-�7 54, " 11 i (FA Rl FACE . . - 5 z 6.25. 12.r !.!�. �t.v .t�25-1111'ri4_1-14X- &L2SI_ C.-r 4.r 4�0' ALL -11'- AND '(F-HEADERS (INCLUDING BUILDOU'r CONDITION% - r _5�",_ __� _ . ; I . I i. ft� "T�.rl A.r 401 &25-1 io. 4.2- 1 4x- 6,25' Il 4.1' 4�0' r , T- O' I N E 1. ENTER SPAN SCRIEDULES WITH NEGATIVE - - 5.85 " :;� I I �� 1-1, +/-ISD ,00 � 4 I I 1 1 DESIGN WAD & PAWEL FASTENER SPACING TO +/-IQ I 5.8s" - I , j _� I . �E 70 :6,2.51 4- APICHORS SHALL BE INSTALLED IN ACCORDMCE WITH MANUFACTURERS! RECOMMINDKIMONS. DETERMINE MAXIMUM ALLOWABLE STORM PANEL � I . . __ � - F4J- 17.r 12-V il W- 7' I- �] 3 5.85, 2.65 " I � � E - 1 76.0- _%n -?:r- -1-g- A-6-o _�� - I I , , i - W-1 ­__�!_ I - - 11i * , _* � 1 i ie' . � v:vw,-,.- -.,, -11, , S� HOLLOW 8111l HOST STRUCTURE SHALL CONFOERM TO ASTH CW BLOCK . I- - 5�85 " 1,44 " I I - 1. � ALL,4�Ulffl txA_X1S_-T 41 16.0 11'r Ella- lzy. io,jo El 12-r lj&(r 7.8" 6.31 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE - - i I I SPAN, SCHEDULE IS ACCEPTABLE FOR USE WITH +�_;; i ,, - v IN - I I 4 i , - - I POSITIVE WADS LESS THAN OR EQUAL TO +/-190 1 6'- 2' . I ; 4a 125, 1601 s.r 7A" l2_7 16l 7.7"I 6-v 17-V Ma' 7�7� Kr 7. I,--- � MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES SRP=, FOAM, BRECK, AND OTHER WALL : �_ - I'll, FINTS14M WALL FINISHES SMALL BE LIMITED TO 1/4* MAX OR SK06LL BE VERIFIED BY OTHERS TO . NEl DESIGN LOAM _ J_ _ _3'-_ I' 1 T- 3" 1 +100 , 85" _____ 2 53 � ___ 1 /11W'11111=217 wo_" J� j I 52 *-;' '�_Lll l'A�r- 1-2'_ Rill' ICK - Z 12-15" 1,ll 7 i 0^�l / 2-1 1 * t�=' W TELY TRANSFER WADS TO MOST STRUCTURE. I I . O" . FDDEO TO UN -CRACKED CONCRETE ONM / "�� ! 7,o 7- "PANEL FASTENERS" ARE STAIDS USED IN I I 1. (71f 'T , T i 9 - . I q��5 SQGo4 - P X0 . % . 1!,z! z-z,, cr M, izg T,r I il 22.5" 116,al 71 COl ANCHORS NOTED HUM SHALL BE EMU . CONJUNCTION WITH ALL MOUNTING EXTRUSIONS GLASS SEPARATION NOTES: 0 ll� �s� 0 i � 1�4'. 1-t/eErr-It, �cj 1 12.sl; 16.0116.41 : _r 4.01 'A�11 a. l I F- I RACK, STUDDED ANGLE, ETC.). USE 6.25' 1 , I 1� It- / "A" I 6 . - Ill Yl 0aSTING STRUCTURE IS WOOD FRAMING,64sim cwomom MAY VARY. HELD 0 1371-- . - - ___ __�, - � , � : O.r_ PANEL FASTENER SPACING TABLE VALUES FOR 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE I-, t� I i i A Ewa P,l ii� __ -, 3.4, car 6.25, 9. Ftl 3 r _&25" 19.2 3.5 VERIFY 7KAkT FASTEl ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING - - i ALL 'Hl AND 'U'­MWERS (INMUDtNQ BUILD OUT MINIMUM ALLOWABLE SEPARATION FROM THE OPENINGTO BE PROTECTED. I '__"�, - � A 71 ,/ i, ! - - 4111 - TV14_�_Ir 4,1" 6,25­,2-13�5­l 6�2r .9.r 3'r 3F.3"1 TO PLYWOOD IS ACCePTAl ONLY FOR SIDE CLMAE MOM i � k : I * __� S2 � . . I _30-1 M WHERE ANCHORS FASTEN TO NARROW FACE Of STUD FRAMING, FASTENER SHALL BE LOCATED IN 1 COMMONS). I SCHEDULE IS REQUIRED, FOR USE WITH POSITIVE LOADS ONLY. k / (Lowl !I i Ill I , INTIERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER I Mawr , _"� ` - r Y Rpqlo� 'Emum tJ_-_-,i--_ OR, 7" 3 T, 3� 3.1 FRAMING), WOOD STUD SMALL BE 'SOUTHERN P P G=O�SS ORGRrATER DENSITY, LAG SCREW I � 3, LINEAR INTERPOLATION BETWEEN LOADS IS LDAD. T '!�� " t �_�__ CENTER OF NOMINAL 2- X 4- (MIN.) WOOD STUD 2111, EDGE D157AMM IS ACCEPTABLE FOR WOW � ACCEPTABLE, OTHERWISE 'ISE NEXTHIGHER LOAD I " i 3, FOR INSTALLATTIONS OUTSIDE OF THE HVHZ AND OUTSIDE Of ESSENTIAL REq 0, _> - - _11-1, 1 _/Z_,�_�7�/' ­1 SHA�LLHAVEPHELUPS PAN HEAD OR NO( HEAD. " I � I I , - � FACILITIES IN ASTIR WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION I , � 1 4 / _ _ � it � u REMOVASUFANCHORSARE: ELCO PANFMATE, ALL -POINTS; SOLTD-SET &BRASS BUSHING. . / � CoHKTypEAsRE_j;, � . . I . 1, �Com // fi � I I ; 1 I I � I ! i , �1 , I � � � m"7 , ,A morrOm '� - ,,--� - I - i TWE k, 11 11-S17-P.- � & . i I " , lhtl t I r � � W... .0 �%l - OWVWWWWLMM=M O=tS ,�: mAosw SCREWS SHALL HAVE v2- MINIMUM ecAGuGENT OF THRS O= -THE RALF I IS=RO KINIMU14 SEPARATION FROM E �Ldk , SPACIV� CF tormwFAAl - ;;1CHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD WDEWALK BOLT) Ul _ ­J krw 15-2394 , ,�� 1 1 0 - V&UE Qwm IN mcmn 15-2394 ; - SPP-Ml 0 6<H . v2L MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL Fill 15-2394 1 suid� I 0 PIAN&AWACENTTO - 5 L4 som oESIGNATES ANCHOR CONDITIONS WHICH AM HOT ACCEPTABLE USES. mm - I . - : rA� , ; ­_1 e*ssSw6Ij ii T DmecrmouNnKGCONDrrIOW� j I i - MNNNB� I i . I - ; Ill LINEAR INTERPOLATION IS NOT PERMITTED F'JR USE WITHTHE ANCHOR SCHfbl LISTED ON I I � I � : THIS Sll : I � i 9 ; K I M-ONAL EGRESS PANEL DETAIL r z 9 . ; . I QPOPTIONAL INcTERIOR FA a - __ � Ot I F j� �IERI �11 �INIIIIG DETAIL R FASTFNIN�3 � t I v L N. � 1:41, N.TS. Ill i q (!o� I 11 I --1 1 11 I __ , I - ____ i � I I � - ___ � � - I , .. 11 - . : 14 : El � .- - 1�1� i "MOW , � a . ,. . �� , I i .1l . � i , e 11 i _rNG SCHEDULE: __1 , � � , ANCHOR SPACING SCHEDULE: � .111, ANCHOR SPAC.L - , . ANCHOR SPACING SCHEDULE: ir, � 22 GAUGE PANELS; PANEL FASnW94-1; 0 12.7 O.C. : I - . ... � ­ .. - -- -, , I 1 i 1, I .* , . . i I C I .1 I : 22 GAUGE PANELS, PANELFASTENERS 0 &2r O.C. -1 L : � A.- ; i *- ---*---- 1 2 'Nil PANELS; PA?l rxslewps 0 6.8, O.C. I - A^,A^ . T * : , * Ill --- . I . `­Tq 1 2.5" EDGE DISTANCE I � 3/4' EDGE 02STAKCE - .IQ . .. -, i ------I I * : If I - , . I -1 . I I � ;.� .CC A tal OtPdi DINTOCIS - -_ 2/4- EDGE DISTANCE � . r Z.r EDGE DISTANCE 3l EDGE DISTANKE - , SAANUPT-6­9' SPAN UP TO B`_v SPM UP TO ii-11 - � � - -i_zll I - E � _____ - � . - . - I 1 - - - - . . SPAN UP TC1610 MAX DESIGN 1 ]IN � .� .- I - MAX DESIGN _ i M"Vt$M - SPA"UpTor.-T .. Th I . MAX Ol - -SPAN SPAN All 61V Sill tip To ff-w wmwm -s% I . m ! . - SPAM UP TO Ol SPAN UP TO ll SPAN UP TO 9-0* SPAN UP TO V-EP SPAN UP TO Ix-r -, - � PRESOM , . - ,91. POMSOU*m I mmrym gm TM � M"� . , %.. , PRESOM Rm Em 9m 0 ANCHOR QOW!, 7 CONN woe ANICPM ARmull 22hKmn 2z&-Im 0-MR-rm 2m Im f , qmIm gmnm ommrm i , ANCHOR PNIESSUIRE cm -in" CONN cook rm .. < , �p. - 1i L I 1rill cPff) Cl (__ C4 C1 C2 C3 09 I � Q TV" (il Ct � r, Irns mill cl CI �pll It =10* PRUSURIE 1 C4 Cl C4 C1 I I I I- I=- .M.- - - I U) -4-0 (Pl C1 CZ C3 C4 Tvpm (PSF) C1 C2 C3 C4 ca C2 C3 0. - a x 1�1%e Vem 33 ILVI 14.71 33 116.01110.91 :,51 MIN- - - .-Im - r�l r . 31 W � I-Iriv Z-%-.-- 3:3 ,2,51 I 5�cr 1 S. 33 1 LS, .. . . - - - - % Zt'la: I � L - I i �; ;;I;- 41 Iso iiLs, 12.r 16.0,14.' - - 1160-10 1 ELCGULTRACON - 33 iz.r uwlnx- 9.91 Mr 14101 El Ell tz.r I&O, I C6* 14.7- iM..ramom 33 (14* 2944 PM CM40 ___ _ Z-1- ! (Pft "16 ml ca�q J-1zz- At_P7 i _ Mr Ill 9,4r 4all' mik=lm _lg:E_ 160 16.0l 41 "'V11 S_iY1 12.r jEl 7,r ik RE B-2 41 . - � .v 41 !�S- IE 1fil Ill 112.r Mir i4.1- &V' \N�l - 1 40 a 2-Ir Il5`01 iza, 4_ 6� j ".4_14,­ 1. 1w-7s - --.s.r ar I'ELIF v � W 41 t2.91 I&cr 717, S-51 LAG SCREW 41 4 1 fil US" 16.0' 6-6 4.r' 12.5' 14.1' r icir 1-67CF 3"F "--- * 48 - i � I o�� 48 11-S ll sl4 Ill Ito* � - - 1345" 52 !Ts- lil I&W il 12- - .... �� � sz 1 cr 62r ; mr 1 4.Z' 52 �En -IL- (mm 49 52 J2,5`iI6,Q' 8.8'r67 -123r;16.0- 65 _______ . I llt , I lol I&M, C, I llt I.- _122' o"RIC.' " iEH 9==Mmn�. Fir �� I It 4 .=��_ ft- I ` *=mwl 52 lz�y' I lo.w, i Ell Cl My, 115.u- 0.17 4_7' 6AF 11.4-14.Z" - .. ­7 Ill I&VI 5.71 -- - ..... I - - -- I - -- pg a=- 70 3:7,151 Mir ,5,5* 1 4.7,, 6.n" i2.51 4,51: &Z' 6- !S" Mill 4,V"111' ­­ V4 12.&I I&O" 11.91 &VI 12-5- J�.ir 12s, lr&.T 7,9,, 47- _fli�#F 12.5' 60 IALO' fil lZr Ill 11.1" 4�ll 12S- Idl ___ 3_ AE p - -12L - - - "S' I,Slm 70 ' __ _1'.§L Lc� _ 12.1 16.0 .5" 1 4J l 124r im S­ = - 70 . m �� 1 ns 3c 11 L1. - - _33 1 AILD, 1 12, mr, mo, ifor ma" *lL4x4-I1rEHl 53 115' Ml illi.O` 10.3" 12�5" Ilil 11.4" 7.tr Lx� z M 14 iv 33 _ 'a.'F' 1�:16; 5,0� i- UL-S .- _5 -1 - - (D (cD 33 .V &2' *24xi-IMEMM 33 as" ldl 1610' 12.5" Mr 11.4" my- 16.0 1 M�X�.01=1­11v�­_­_ 12ZI jIl -_ Ill #172 u TW !Pm _L­ - -- - - - I- 1.11 YEF I&O" 7,81 4.07 � I I k41*70 L21v 1610" 1641 it_*, U_r Ill 14.1' Mill _- 7. a Oft � m coRq 4L WOOD SCREW 41 tf.cr 9.r S.61 12SI, " 4i 11� m`uk T'-'W 6­E`j!­j'L l VADODSCREW 41. i la�r &V L:Lr� 8111 12.5' 16g, 9.2" 5,61 ar 16.01 &31 3.V 9.21 12-V MW jell a 48 jgg�El 2§ 5 Hiw millinfolow" - -_ lq­,U.� 45, 12 57 6. 11.3 _0 --- .16.0" 7.81 4A" 12.51 14.8' S�e I.r s own"momoo Ell, 52 .1,_ �_TW7 'p fl�� I '- 6' mv.;14-1' I- I Y_S1_JLf:tA.2! �&L - jl� 52 7'r 12.511 16.0' ICA` 12.5" S2 ��!F ig.-d� 'Y-o, ii iLs"I 1_9� YF _4W , 15y. -_pE IFI_ - _. . - _.­1­1-_. _ _ _. I �Tir ___ � ____ E 1- - __ wmmm==o- S2 -1-2:0- 'i2EFF"ill 4, 6.41 70 ol`� S."r 1 5l 70 1A! T �A=r a. I ;;*d; - -w ir - . g ` ' wammmm- 52 12* 41 12.51 i5l 13.V I2.V 160 11A" 94' 12,r 60 WOOD SCREW 41 as, Ile 12.51 6.7 .6.Er U-IF � 11! 4e ff.mr mv ' -+--a U) - _iz r T6-v 14-11 -ft _v -ff.-r- ls-OW -K-w 448 _F2_sF,ff_4or- it. 6.01 118, i2-V 14.01 5.4" � 4__� AKELitmr . wum===l 2_ � �4 *-M&*-, '_ ' .__ � I '_ S2 - - ". - 5:2 __ IKK�L�"P ,�,e 70 1215. I&O" 7.91 LIS" 311P 12.S� if-i-11 a lu - t3wom- 11 1?1.i. .- �. IL ­ ­ . - 4 _io_ 9 - � � ____ ��4.- '91 1.1 I _1__j 70 92" 12.9,[mv G.r 5.7, 12.51 &91 70 is-P IA, Tz41 i*.r SA" -C 33 Mv, A 1Ti--1W4El 33 ,27F 1. l6l 7�.vl � 174' -Ea- aa leo!��,T r m 12151: 1510. lol 9.2 il -1/4`ffl 33 Iol ILV .��,�7 XJ - ___ - i I ,,� , � 11'__��_ - - El , Rt=v -_ --- - - - - - =m SoLl"-wr rs- I" "%FAS' 41 im Ill I lXr MCI 8.11 I 1 16.ul� il _ �, , � reT 4 � i 8 12.r 3ff-.V60N1 - I& .2. !V41xI­V4* ki A � i I ...­ 4 , 1151ir I&S, 1215" Mw . 1 41 ....- IAW�10 1 ,I ��S` 16,0, is,tv, v"s-116, 14sp _L6,1T ! Al 7,4l, TAP GRIP 1CPw 41 klw" ,AD.EET 33 12.5- 0116.(rl&VI2.$"16,(rl4.6*13.4"TEF . SF 1 33 123* 16-1 I i3mmol . " 8 ��, _. --- � . m I ("m 3m m Owl 41 12.r 1010, Atilil 1SAr 111,r 160 o 14V 714, 'rAPGW'CF,W 41 I2.S` Ill 114l lz.r 16.&I ex (A 7.9­ 17. 48 .V I V 7A" 11S, islvl� S�svl w 46 i��4��:_,___ , _ "' i-S' 16.1191 7,1r dIrl, 48 17-r Ill mr Mr icir i 7A, 1441 5.11 - 5, 1. 12-r Ull 9-91 12-1 T16-.0- i & - > &11 T __ -I _2 F - Y " �:: y 160 6.9" � 5�1 !2,, aus" la�r; �m'l * ..� 152 irr 48 12.7 Ill 14.7� $2 * =Nkvmwswmwe� 52 l �5" i -_ 48 14 I FF 176 71 F3 fi. UY ! TO , . ---.-- I * ON . ��l =3 - "I I -9-Aw i2xv b1i _G4 5.1" I I ; __ __,__- --- __ f 52 - - - - ... . - - C4 S,8 � * ..mwowm 52 ....- - [�= __ , io-A; 70 izz-v 16 .Sw 14 i- 11 S ,;n -112s, iC 11 l 11 ii._F-,vi'bPT1 �.o- __ I " is, * *= :5 __ ?! �� � 24 .--,r 70 17-!r blil 7A' Mr 1401 5.1* !W.6" is, � D mr 116,0, 10.1 9 11 12-S" IS 91 7-0" 6.r 112.57 13.r 4.V 4-r 1 70 12.5" ISAY' 7A- 5M LLS' � 14.0- 5.1� EM ELZV M �'O_fffdv Ti 22V 16.6' - , ­11 . _izTr -1 Mvxwromw 33 �851 ME I" 12.5' 1S.S* El ;z I � IA" I 3S* N I;z I XrEMBED 33 1 " x S�il 0 - . I .---.. 1. p0F�A­t . 16'r 115, 1610, 12-V 9.711 co " �LS" 12 S' 4 S' ?,ff. 1-3Y 11 * " _. � " 33 am PANKAl 41 � ikYr I:Fs, 5cv 14. 111 4"* __ . l _L__s_ .E 91 -­ - 41 112.51 12��IiN&0�111 41 12-V I&T 6.6" � I I X� Lw_ I WOOD Oil __ -.11 I't fill VM �� cc.cl r!14 lfll�_ 16.V'110.�17sr - - - I - MR 33M PU CM - , 1 10 -r 3,9" ___� _ _�� .� __ ** "t" 0 9 49 12�V I&A' 5.6' 6.25' 10.r S3 i "Xis . I 11 1. I - I 16,10" L­ I - z, -1. N -11, !�§113 4X 4,1" 1125-1 Ill I 21 48 0 46 . ­_ ­­ "' '� -.- - _�� 52 72-v- TZF 5. sl I I . WOOD BUSH= rim I"_ - - No- - _-�-_, --=_!�-_�_n--_._,i Z= al 0 U! !:I- v P 1 4� 0- = , � r I .:: I � _ _ Ill I j - TY S2 .�­ - 11" - - I ­­ � � -1. - � � - w . - I � ._ I..!r * .wNBgpjqppgW 48 Mis; 11,1,0".l,6_Lr 114-1" 12.51 1.�� ft2 1 9.7' 12.r 48 t �, 4- , 1_9__ � A �Z 52 .� __ ti-6-T 9 il6t . a n � z * =r- -, 139;ivaf 11 t Ell � , , , 'M . 11 6l 1 ­­ � ..'r, J..'_ ��-ii.- 6- . ., _ ` , 6�­P "'� Mr 32.51 k to- ff _ ', 7 :1 3; muffrageM _ __ ., - - * � " i _ * *0 : & I ; * *0 < I i & . � , 52 .Il � � ; 9l ar L4� m IT 44- 70 , -F, , I=# :3"'N'll I.. I": * M .r ;z I I � 70 LE Lccrjx2si: 0,v " -I RE N ­_ - in 6 I I -_ 7 l 10-e I. iuw &C, Vdwffm I ; 0- I " 1 2 @E�i�i --- M. 70. US" 160 12-r =9_7'1�2__ ., ll 12-S" 'A - - - ---t - - I __r ' -W EOMD w m . i- -------------L 241 Ell OUTANCE i2 2.5- E111"m DISTANCE T A a i ,V1W'. I 33 f.zv! __ 12 se -4 jWT5'X I-1j4`0WED !Q i 6,2r UJ j a; 0 w 3l x I -Ile "am 33 Ill .rffWAW=6l 71.1" NJ 9 al ImmucTwl 41 � ize v 99 m; ,,, I "ll I ll 41 � 3 < � 4-- 41 6.2V s.r 11 2F, 11 ` I ; , I I FICO ULTRACON .1 H I I It* I - - F- I I ; , 48 I I F I If. I �Z3"J_ 48 52 25' - I -:z - K11 ! _S____11 F. - it I &25" 7.11 ::) N I ANCHOR NOTES: � . ANCHOR NOTES: 9 I I �-� ts I g -ol . 52 6_25l ANCHOR NOTES: = § 93 tnwoullow I 4______EC1N­ I = 0 - .. a 11__� R91 � � 70 -&- a !i i -;Sp 1 1 �10 ­ li­_. .. - 1U) I mi g I " : En VC. I-VVENEW 33 _­­ 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUC-1155 CEiRTIFTIED HEREIN, BUT ONLY PROVWES I In "Ir w , i 1 '_14�i t7,4iiw�__m_ __­ 3t-. __ t .:� � �� L �_� , Earl& I� ANCHOR SCHEDULE AMLIES TO ALL PRODUCTS CERTIFTED, HERETH, BUT ONLY PROVIDES I . 114-.1-1/4, ENDED 33 tz_r 1610" 6.2r 11.11' 1. - ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES I I 1- p V= MYRACON 41 l�"M7' � MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICIll � m a_ N 0 1 ll L�Irvkcnli 41 ­4LF:.. - il . MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED CD =3 1 irl Sr- 153-7 MA313MUM ALLOWAM ANCHOR SPACING� MAXIMUM ALLOWABLE SPAM AND PRESSURES INDICATED (MR "m m om 48 P-11.71 IN SPAN SCHEDULE SHALL Al f" �w � ln�l 4C r.;- - __ V, IN SPAN SCHEDULE 94ALL APPLY. 40 I � ; 52 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTM ELCO ULTRACON 4 8 .2!r IN SPAN SCHEDULE SHALL APPLY. - I I q ! . - om 2m Pill am 8 - i a .1512 6.25�110LV 612sr, 7.V- 2, ENTER ANCHOR LL BASED ON PANEL PASTENER SPACIOG, -niE ENISTIll MUCTLIVE u-c I i q 8 c: -0 1 52 5-15, it. 4___ = - MATERIAL, & ANCHOR TYPE. SELECT DFSfGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DES3Q4 � � g 4L--m- _L�� � - , 414� ... I MATERIAL, & ANCHOR TYPE, SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN I 2.51 0.01, R ­,M Ce � 6 L71 MA-MRIAL,&ANCHORTYPE. SELECT DESIGN LOAD GREAMERTHM Oft EQUA1.10 NEGATIVEDESIGN I , " LOAD ON SHUTTER ANv SF4ECr SPAN GREATER 1HM OR EQUAL To SHUTTER sPIN,Sfl I M_ � O=MMRI- 627 L1411" 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING" THE WSTIMG STRUCTINU! & il! 20 6. � 7D . M, 10 LOAD ON SHUl AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAKS&ECT 1 70 62V 8.1 uj 1 1/4' X I-VO Ell 33 1 1 141.011 " 3A 4.5- _H LU 9 'A' x l 144, rma) 31 12�vl t6.04 4�gl $A` 92, 6; 0 . LOAD ON SHUTTER AND SELECT' SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT' I �_ � _�_Ie� I -A I 1_1 _R=R�� � I � - ,­ I � � CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (Ste MOUNTING DETAILS ON ­_ l 1 1 1/4* 9 1-1(4* EMM 33 12.5" 16, Six x I iTW SS. TAPCON AT 22_v� .... SA" 6.2s, io.r 4.0' 7 - CONNECTIONTYPE BASED ON APPROPRIATE MOUNTING CONDITION (SM MOUNTING DETAILS ON x i , � ol Tiq 5,� upcom AT i-ii-IF i&.p SIR* 512 Mill 1,91, ­4"i; 7.4 x L__ - CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION M MCKINTENG DETAILS ON I I SHEET 2 MR IDENTIFICATION Or CONNECTION TYPE). If i . rjj,�._ . ­­ All� ­r ­­ "' SHEET 2 FOR IDENTIFICATION OF CONENECnGN TYPE). 1 L7_5`11 - NM TF -i -, -1y - rs, V rTW SJSL TAPCXN 41 Iw < 9 46 �r i 4,6' � KF CZ5` ga" 1.3' �.S` 7.r 3. 'PANEL FASTENERS' ARE STUDS Ll IN CONYUK-TION WITH ALL MOUNTING EXTRUSIONS � I 8 43 4�e' 3, 'PANEL FASTENERS" ARE STUDS USED IN COMXJNCtTON WITH ALL MOUNTING EXTRUSIONS _-. I 8 50 6.25" %a* cr 52 &2$1 i2.rj 4.6- 4.&' 6,29' 8,5- 3,1- 3,2- 619" �11 52"" 4�zv_ 12 � I . 48 12.5* 13,3� W SHEET 2 FOR IDENTIFIGAIRON OF CONNECTION TYPE). 9 �: q__ f 1 4--7-,VA- - -1- `i�r czr- - . ED , Ell USE .25' �C. PANEL FASTENER SPACING TABLE VALUES FOR i __ - I VANEL FASTENERS'ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS -4 � ("F'-MCK, STUDDED ANGM ETC). USE6l O.C. PANELFASTIlNERSPACINGTAOLEVALUES FOR � cz o- 52 4.6" Ell 70 0.2V Ra" I 3,S' 3A' O. cF M I' ALL 'H'- AND `U--HEADERS (INCLUDINQ BUELDOVr CONDITIONS). ALL -W- AND -0--KINDERS ONCLUDING BUILDCUT COMMOl 3: -ff [L2.4 4,5' -r-TRAMSTUDDEIDANGLE,il USE Ell O.C, PANEL FASTENER SPACING TABU VALUES FOR - t�-n EE -, . � TO 45.25' 9 I., Y7 - -, 6:y� M; .1L, [I:::- "� ( < 1 114, x I � I I " 3X� 3.4- A.25" dil 4-r - AND *W-READERS 0MCLUOING BUILDOUT CONDETE011 - 1/4' x 7/8' 1RHoEO 33 �.wl LU.U'ilJ.� 1"� �b-;Ml 9�2' 7,8* I&W < t mFl V"-�o 33 12.57. T6.fp 11F 111T 11l ALL 'W - 1 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE! WITH MANUFACTURERS'fMcomma"'nONS. � � L I 9 . - -_ 11 I . I&VI 114, . 4. ANCHORS Sl BE INSTALLED IN ACCORDANCE WITH MANUFACTUREW RECOMMENDAITONS, I I I I,, 33 12.5" Ill 13.r 11.31 115" 16,11r I&O, 4, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS! REWIMME)NDATIONS. i � I 1AL1l SOLIl 41 lz�5`1 BI I .R. .L;U5K is7K 1.1�n _E�._ar, I*,!Vj 5.1- -4A-f S. HOLLOW MOCK MOST STRUCTURE SHALL CONFORM TO ASM C90 BLOM Vi T I ll Sall 41 10, 1) r 9. i2_5 . _ S, HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK, 0 a) ALL==, � 10_51_`� & MR41MUM EMBEDMENT SHALL BE AS NOTED IN ANCHORSCHEDULE. - , I- I jl�.jl 7j%, w__V.�El tl,a, � .I E.2,r, I I 1 48 1 2�r 1W Cr 3,4*' MW'113.3�j A.W.4a-j J! ! - . " I 1 41 12.5' IW 10.71 9.1" 12�SV" l6l ln3.9r" S HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM 00 BLOCK � I i L-9-F Q I 41� . ___ 6 MINIMUM EMBEDMENT SK46LL BE AS NOTED IN ANCHOR SCHEDULE. 7.8" 12.5' Ifi. il.l 111- I i 32 1 1 I .1, - _ -_ _­11 - ___ - _ 6. MMMUMEMSEDMMStfALLSEASWTEDINAMaiDRSDEDULF- 12-V Mol 3.8" $10" Mv ; 4-y� 14A-1 IS TH I � 4� !* =--' 51i 16.0" Ol I 7:r 111w, 7. . BRICK, AND OTHER WALL cn lAr 4M' I -1, I . . Iz-v I �� FINISHES. WALL FINISHES SHALL BE LIMITED TO lle MAY OR SHALL iBE VERIFIED BY OTHERS TO ria. I' _ _ l 6--, 5-3, Ei w! 4-r 13.r I FIMSMS. WALL FINISHES SHALL BE LIMITED TO 114" 94AX OP. SHALL BE VERIFIED BY Ol TO -S, I i�r ___,_ " - I 52 SA, 7.r 12.r Ill 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM El AND OTHER WALL � _� I 91= 70 aF - ,,25,,: is F'. I 1 __�q 1 u , �Sr - * *= 70 S.r &Zr 11.9" FINISHES, WALL FINISHES SHALL BE LIMITED To 11V KAXOR WALL BE VER[FIED BY OTHERS TO I of 1 11141 x I VA'DWED 33 12.5- l Ell ,5' 4.21 4.1" &2Y' 71SM ADEQUATELY TRANSFER LOADS TO H06- SMUM-All I I 114��2­44�!Fmpm 33 2�yv 116.0- 6,0- 5.91 lilly, gar !4K ! -.1 ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. SEE. co 33 E - 5.9" 62.V II.S` IMM PAl 41 13,11l 4.9" .31 3A" 3.Yl c2r t 6 7� & CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN CRAOCED COWAE1E ONL­� !, , I � am PANwmA,rr ] i I 1�1 13,�-. 419-,' " ADEQUATELY TRANSFER LOADS TO HOST 91RUCTIff. i Mi 75- �111.1; ! 3.Y1 Z ..; S. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDEDTO UN -CRACKED CONCRETE ONLY. I I i . T I O., � 9. WHERE E�WTTNG STRUCTURE IS WOW FRAMING, EM571W CONDRIONS MAY VARY. FT" I � I 4 LS�41 _4.8-_.6,�S`L.q_T 34 & CONCRETE ANCHORS NOTED HEREIN SHALL Be EMBEDDED TO UN -CRACKED CONCRETE ONLY. 41 1 12.5" 113A" I 4.1r 4.r 6.25l 9-3- - il � 49 ! -_-.��_l1_-A__!_r4A._1' N25'1�91 - WHERE EXISTING STRIll 15 WOW FRAMING, EMSTING COMMONS MAY VARY FIELD . " in 9, wmw EXISTING; STRUCTURE IS WOOD FRAMING,sasTiNGCOMMONSMYVARY FIELD I I * -gl- ' . I VERIFY THAT FASTENER$ ARE INTO ADEQUATE WOOD FRAMM MEMBERS, NUT PLYWOOD, FASTENING I VERIW THAT FASTENERS ARE INTO ADEQUATE WOOD FRAbUM MEMBERS, NOT PLYWOOD. "Simittims. a 48 4.11 GT_2�35_su VERIFY THAT FASTEMERS ARE INTO ADEQUATE WOW MAKING M31BERS NUrPLYWCOD. FASTENING Sa F_� _1 3--a- i 73 TO PLYWOOD IS ACCEPTABLE ONLY MR $TOE CLOGI IRE KeCIM I 1 �� 5;� � . - I - -1 � . . - . tr 6.75- i-r .(-r TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE Pill - &r 6.25' 7.r TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. I �� " ffam -- . . - _. i Q__ Z .: ! ff i UP 9 a 7 R I * = 3�__ 1 , " 1 &IS' I 7.r 10M ll WHERE ANCHORS FASTEN TO NARROW PAC-- OFSTUO FRAMING, FASTENERSPNI.L. BE LOCATEDIN i i I 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN I I * : 10 WHERE ANCHORS FASTENTO NARROW FACE OF STUD FRAMM, VWMR SMALL BE LOCATED IN .16 CENTER OF NOMINAL 2- X 4w (1l WOOD STUD (%� EDGE DISTANCE IS ACCMABLE FOR WOOD JA to V CENTER OF NOW L 4 WOW STW (Y5 - EDGE DISTANCE IS ACCEPTABLE FOR WOOD 13 w Woor (Ml � STV S; CENTER OF t= 4 MIN)'WO.MUZEDGE DISTANCE 15 ACCEPTABLE FOR WOOD I FRAMING). WOOD STUD SHALL N -SOUTHERN PINE' G-0.55 OR GAEA71R DENSITY, LAG SCREW VP ALL 'SOUTHIERN �� G-O.SS OR GREATER D04SM LAG SCREW = ' SRALL HAVE PHIl PAN HEAD OR HEX NEAL). SHALL HAVE PHM.LIPS PAN HEAD OR MEXHEAD. � � STV ,AMl S&j FRAMING). LL SO G-0.55 OR GREATER DENSITY. LAG SCREW i! 11, e- I 1 � I ! 1, Ile I i SHALL HAVE PHILLIPS PAN WAD OR HEX HEAD, of; � It- RU40VABLE ANCHORS ARE- EL.CO PANEIMATE, ALL -POINTS SOl & WASS BUSHIM i i 5; IL REMOVABLE ANCHORS ARE, El PANELMATE, AUL-POINTS SOLID-SEr At BRASS BUSHING, 0 i I I 11 .. i I I'l I 1 , I , 111.1, I t < U REKOVASUARCHORl E=PANELMATE,ALL-PDWMSOLIC-S�7&BPASSBWHM. covREPTIREWL VE. MACHINE SCREWS SHALL HAVE 1/2l' MINIMUM ENGAGEMENT OF THRWS NTO THE BASE l IZ MACHINE SCREWS SHALL HAVE 11r MINIMUM DMAGEMENT OF THREADS INTO THE BASE ' ONNUAW90WWRL _.. 1 12. MACHINE SCREWS SMALL HAVE Ilr MINIMUM:ENSAGEMENT OF THREADS Ill THE &ABE . ANCHOR AND MAY HAVE EITHER A PAN HEAD� TRUSS HEAD, OR WAFER HEAD (SIDEWALK SOLT) U,R.O. - - I ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER NEW (SIDEWALK SOLT) U.N.O. = ; ANCHOR AND MAY HAVE EITHER A PAN HEAD.TRUSS HEAD, OR WAFERHEAD (SICEWAIX SOLT) O.N.O. 15-2394 11 MINIMUM EMBEDMEN'll EDGE DISTANCE EXCLUMS ST;AX.O OR OTHERWALLFINISHES, 15-2394 � I -A MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO ORCITHER WALL FIMl 15�2394 � M MINIMUM EMSEDMONT, AND EDGE DISTANCE EXCLUDES STUCtO OR OTHER WALL FIfUSHES. �Plll � 14. ;7 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, � 14 M DESIGNATES ANCHOR COMMOMES WHICH ARE NOT ACCEPTAKE USES. 1 14 1010 DESIGNATES ANCHOR COMMONS WHICH ARE NOT ACCEPTABLE USM �� :_ 1 ls� , DIRECT MOUNTING CQNl : 15 * DIRECTMOUNTINGCOMMONS, am - t I * I 0 1 : I = 15: miticrmoulorrimGcorlomol . IS, LINEAR INTERPOLATION IS NOT PERMTTT`EO FOR 16E WITH THE ANCHOR SOfMULn l ON - ] 16. LINEAR INTERPOLATION IS NOT PERMITTED FOR WE WITH THE ANCHOR SCHEDULES LISTED ON . ! i S 2 : I& LINEAR INTERPOLATION L5 NOT PERMITTED FOR USE WITH THE ANCHORSCKEOULFS LISTED ON - . THI SHEET, � < 1. THIS Sill I __ - - . . ­ - � I THIS SHEET, - '_ t I A k _j 9 i I I - 1 _­­­­57 , . I I I -) i I 4 i O_ - co : , ro-) I i I i l W 1; I (9i "I�j I I I � I - I ; IL- -1 � I I I SHEET NO. I � - ') a 711 - SH 11 , � 1 2250- 1 1 tvl/ I -palll r=� � - ��f P�41 -4- :15 - T2 WE .1 - , , , `�� D_ � I - �"P 4�� 1 �:]/ , - I I n i/ �0_�awfl�", 7�-. , _/ 11 I/ -_ N __4 1 , . A.,_ 1 ` I I �// 9fl. - � - I , - - - - - - - - - - - ___ ___ - __ - ---- I , ill,. h-L'. L'i'lill Ind ,1, --- - - ---I-- __�_ -� _� I il':1 1, 111l 11,411i'll AL ANISARITTii-Ikki -_ ___T_-_i_T_---_----Y- I ----------T - --- ---F -.-7r--____7-T--7- ,� 'I, I , - I FU---T--- -IT__F_Tl -1 -- - - - --r--- - . I I � I 11 911 i Ill, , .__­__� � , ���