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Home My WebLink About36053 Stable Wilk AveC Version Chanaes Ver. #: Description of Changes 1.1 CLIENT COMMENTS -ADDED LED LIGHT TO FOYER CEILING LE N NARSM LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 2386 GARFIELD GENERAL NOTES: THE FOLLOWING TECHINCAL CODES SHALL APPLY: 5TH EDITION (2014) FLORIDA BUILDING CODE, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND 2008 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 ST H EDITION (2014) FBC RESIDENTIAL CODE PORCHES AND BALCONIES CHAP. 3 REVIEW ❑ HANDRAILS - CHAP. 3 CITY OF GUARDRAILS- CHAP. 3 PLAN E) STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE ALL WORK SNAU MMKy W" CHAP. 10 PREVAILING CODES ❑ EGRESS WINDOWS FLORIDA BUILDING CODE, CHAP. 3 NATIONAL ELECTRIC CODE, AND CITY OF ZEPHYRHILLS OMNAN 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) INDEX OF DRAWINGS 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 A43 2ND FLOOR - ROOF FRAMING PLAN B A5.A EXTERIOR ELEVATIONS & ROOF PLAN A A5.B EXTERIOR ELEVATIONS & ROOF PLAN B 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 S7 GABLE END DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 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. D W w w w Q J Q T WCLp w0O r 1n wz� w J y :jam gra` s +','.00 O mzt 0Nz �'z �/ '(` t ;fib _� =�zo Q< s` cti k a w }ZH� u— Z)❑ Z ¢ m owW Of LL Z: 0 UZLOU �w w W W pQ W �F-Q WHJ Will =❑�m HH Q SIN` > 0 ^ o u >1 M A y u om 70 0 e ".- = M cam C Z 2 _O O u- 8 t �a� -� •IINII�� L w �N C E� P) W p 7 V a ^ aa W W o' w W0�w W z� 'r z0§aQW w=0LLirLL000-10 <C!xJZO �LL 0Q wa-Ww�Qw w aZ~a0w�OUQ ¢wZ �Ntwo�cQLL 0w o Q ZQ � O O Q LL O O N Z 0iZ > (n O H cM O Q � M � QWQ�? () CL aUa00 Z H W W JC:) O mi cD 0 N rn N i 0 c 4) o O > L0 O Z Z ZO Cu WOr> WWFO 0 a)J 0 W Oa=Q w F- _ VJ F--1 L Z ~WOQ F- = Z a !=!1n� VZ�J W2zitm �Zzw Lu 00 O g I_ 0 a M vU)zz Z N 1QO Z U v g M_O W � Z z w J N (Y) LAST PLOT DATE May. 23, 17 O J COVER SHEET i I -All II If _ _L 1' 'I..Ta I" 1 FOUNDATION PLAN - ELEVATION B 1 /4" = 1'-0" NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) = (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS PLUMBING NOTES: 5TH EDITION (2014) FBC PLUMBING CODE SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION O THICKEN EDGE TO 8" O2 1-1/2" DP X 9 1/2" WIDE RECESS O3 3/4" DP X 13" WIDE RECESS O 16"WX12"DIP CONIC FTG W/ (2) #5 RODS CONT. O 16" W X 20" DP CONC FTG W/ (2) #5 RODS AT 6" O.C. CONT O 20" W X 20" DP CONIC FTG W/ (3) #5 RODS AT 6" O.C. CONT O 24" SQ X 16" DP CON. FTG. W/ #5 RODS AT 6" O.C. E.W. O 24"X30" X 16" DP CON. FTG. W/ #5 RODS AT 6" O.C. E.W. O BEARING WALL 10 (3) 2X4 B.U.C. W/ USP HTT16 AT BTM (1) U w W Q l~i ¢ � `- o W d ¢ Zp M 04 wOUO 0W- _. , W > ZL-LJ J � N ''" 'n Lll x m .- H o =_. co F-FOvw �¢ ¢�Zp Hp �❑ Z ¢ ?Z -W p0ww� W _ �LL a O wpF-O .. ❑ UZ'nU- > ¢ W C� x W i = 0 J ❑Q (n w 0 ❑ in F- F- ¢ 0 ^ o U co N u 0D d M E r o 0u-8 �N s ua! W Q� H u ^` W L O N � S2 a ow WoF- H~ <,�- < L11 (' W 0� YZ0 g� �°a �QZ�-N��N0JO�LLc)0 0� F-Q � uW0000mZaH o�Z Wzo-WFAX (a, O Z a~¢ O w H Z W Z p °oa U Q o 0 o�aLL LL i O O 04 Z O H �U)c o F- cM O Q � M U) LL d' < w Lf) M 00 Q U Q Z H Wz Jc:) O JCD N M 0 N N O C o e >0 N o �Lo O - Z Z -ZO N UJ-0 WWI 0 N > �� a. — — H Z W ~ ¢ F- c/) LL/ F- � WZ)Q I..L =z ,=,nnH V Z 3:J (Qn V 2 m Z w Z Z W W 0aMw a M vV)ZZ Z N LL Z ~¢o U a OU o m z Z J W CV LAST PLOT DATE >M May. 23, 17 O FOUNDATION J PLAN B I _ r _ _ i 1 I i 'rnn nrn el.['!R ? I IL- 1. . _ ' 1 l 1 _ 1. I 1__ a •will �I 1 1 I III'. "I 0 N LO 3 7 30'-0" 13'-3" 11'4" 5'-8" SH25 Go HD AT 7'-4" LO EGRESS 0 0 13 0 0 a a a s 0 5068 SGD 0 2868 I M 0 (2 2X8 HEADER. BRG RE Q/S4 FOR WALL CONNECTION LIVING ROOM 15'-2" X 16'-3" 8'-8" CLG 0 1 N 14'-2" NOTE: PROVIDE 1/2" PLYWOOD DRAFT STOP IN FLOOR TRUSS SYSTEM FOR A MAX. AREA OF 1000 S.F. (PER FBC R302.12) 2X4 KN WALL OF AT 3 1 /2" fV rn DINING ROOM 8'-6" X 14'-211 8'-8" CLG 1 N A3 v FL BRG MASTER SUITE WALL 13 -0 X 15 -11 8'-8" CLG ' S3 11 4'-6 5 -6 FLR LINE -� FLR LINE RANGE W/ HOOD --- II el II II I, a 0 KITCHEN " 9'-7" X 14' 0 8'-8" CLG F DW 2 A7 1 7 5/8" LI 3'-6" 1.10% 4'-10" 214" 2'-8" M 0 v 0 i� v NOTE: SEE SHEET S-11, S-12 '2386' FOR LINTEL CALLOUTS &DETAILS �zo mco w� F- Q TIE BM AT 10'-01, PWDR FLR co BASH LINE "' I1 2868 T LINE OF iv FLOOR ABV 3) 2X4 —r— U.CW/ - HTT16 AT BTM 0 & USP _ _ MTW20 9 AT TOP 8 '- 42" H. ti 6 SLOPED _ - - - - - LOW 5 WALL -- 4 --1 FOYER in UP 1 n SH 1/2 34 w HD AT 7'-4" FEMP. GLASS C) 11-9" T-11" — — — 7 aO — ENTRY 5'-8" X 51-411 21_ 1'-4" 4'-4" 9'-6" .o co co PANTRY N = GG COW it S3 BRG WALL 2'-3" 20 MIN FIRE RATED DR W/ CLOSER 4" INSULATED BRG. WALL 5'-8" W UTILITY — co CD N A7 4 D W/S AT 0" AFF I X-4 3/4" 00 -- � -- N w wQ 5A76 Y N MASTER r^� BATH 2868 W.I.C. DRYER VENT HANSEN 0 BOX cn 6" WALL C°to N S & R 4,c N t4" INSULATED E/H WALL r 22"x36" ATTIC I PROTECTIVE L ACCESS BOLLARD TWO CAR GARAGE cc 19'-3" X 20'-0" S3 TIE BM AT 10'-0" 710 m00 w �Q 30'-0" 16070 16'-0" 20'-6" AT 10'-0" " �bo coGow�_ P:Q 1 FIRST FLOOR PLAN - ELEVATION B 1 /4" = 1'-0„ 2'-3" 7 5/8" DRAIN SHWR HD & VALVE 6" WALL 7 5/8" 60 S6 1. SEE SHEET S-11, S/12 '2386'FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE 2) 2X6'S UNLESS NOTED OTHERWISE Anl nll SECOND FLOOR PLAN - ELEVATION B 1 /4„ = 1'-011 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 ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 29.7 -32.1 29.7 -39.6 20 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 25.9 -29.3 25.9 -29.3 R-11 F.G. ION IN ,DJACENT ;SPACE R-11 F.G. ION IN ,R WALLS, 4G BEHIND TIN .SSEMBLY S AT 'S ARE (2) LESS ITHERWISE GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 450 UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP, R 4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. _m w =W H w � 0 z Q J C0 o N j w a ¢ = T ZD N Ow n wC)0 Z 2 J � �J� w in ' C) LO ONz F- f- �-- w i�Z Q "t F- z �O0w az a - '.z m P:Oww IY u- = 0 t3tn _ O w 0 h O ZJi 0 U z 'n C) ,, mZ=Z_ �~ i�20 J 0o (n �< `' Ix E w ' Q MN ; tN V a co A� L O r O 2 �.� O �8 g Q �V) U 6 n, � LU >Zv N 0o E M C W L .2 BEARING WALL 2X 16" O.C. w� w � o z W/1/2"GYP. W W W_02_jQOQ�a,E�o�JIx o < Q U :3 0Jzw 0zM00-1Q a=FILLED CELL W/(1) #5 VERTICAL 0 (0 W Z w W— Of :3 Q o oz (� 6.zYOzz OW0 °- ®= FILLED CELL W/(1)#5TURNED 2'-0"INTO SLAB (� LL Z ¢owO��-gyi3M<�¢ Y Z p= FILLED CELL W/(2) #5 VERTICAL o¢ o a LL 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) a ❑ O STAIR DATA O CV Z W PA RISERS TREADS LANDINGS TOTAL RISE 0 16 AT 7 9/16" 14 AT 10" 1 10'-011 > O M O Q � M � SQUARE FOOTAGE: UNIT'2386 B' z 2 FIRST FLOOR LIVING = 1269 SQ. FT. Q LJ.I Q SECOND FLOOR LIVING = 1120 SQ. FT. ~ a- 2 M TOTAL LIVING SQ FT = 2389 SQ. FT. Q } Q 00 Z V I — ENTRY = 30 SQ. FT. Z GARAGE = 414 SQ. FT. LLJ W J O TOTAL SQ FT = 2833 O IT CO N C° 0 M N rn N O o 1 No E >� 0 N o N °� > J LO Uj 9r� v) UL. ce rQ v' O V � Q z W O00 a a M UL z N. . �c gU a O0 co z A2 wc-14 (Y) LAST PLOT DATE . . May. 23, 17 Z 0 1ST & 2ND FLOOR - I 1 PLAN B z z_ O w cn a. w2 =Q �Q Oz = Z ~ W Z W 2w �N Z Q n _ "Ra �> n I _—Fl.''9 'S mmr—'. Ils'« ' u�•�� 1lI?!E'1! 1' E 1 1 1 1 LOFT SEE NOTES SHEET A4 FOR WOOD STAIR CONNECTION AT LANDING ENGINEER TRUSSES STAIR SECTION 1 /2„ = 1'-011 42" H. SLOPED LOW WALL NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. ------------------------- SEE SHEET ST FOR STAIR DETAILS - - - - - - - - - - - - 1" NOSING SEE SHEET ST 10" FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 rn RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /4" = 1'-0" V STRUCTURAL 2X8 SYP STUDS AT 12" O.C. W/ SHEATHING ATTACHED _ (H PER NAILING - S2�UD�(1�S RAP EACH SI E) SCHEDULE CENT R D W/ (13) 10d NAIL AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU 2X8 #2 SYP P.T. BASE PLATE W/ 1/2" EPDXY - ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT _ AT 32" O.C. AND 6" * CENTER OF STRAP AT FROM EACH END T/WALL TYP. U.N.O. SEE PLAN _ 8" KNOCKOUT COURSE _ T/WALL W/ (1) #5 CONT. w O SEE FOUNDATION PLAN z FOR FILLED CELL w SPACING. _ U) 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. N = W F- U � W F- 0 Z Q U o J W a p >�— = ~ zo N N a0U0 OJ wz_LL� W 1n co =m�F- -ooz F- F- QZp >- LLpplA 1 of w0E-0 Z1, i ' O p U Z }Q=0 mZF z J �Q ,ems, - U) w Z F- E W �o °? U pMN m ` p M E C S p� 0 2 _ O y� QQ O LLg m Q U 23 O �N Qv ^, wN C E W �1 p v � �a W pw � woHUJW zw ZW�a�¢Y W 7 W 20¢a000J0 :JZLLU-a�<< 3 0— -j< 0 a(nw ozow000cozz 0wa�0www55WW¢O�J 2 C/) 0 Z LL J�wOWgU59wz ¢ow ��a a. a. 0 0 pa W �— Q LL i 0 O (V O F- > (n O M O Q U) M Q W Q u) F' cvi QUQC0 Z Wz J� 0 J co 0 N N 0 c f2 o O O Z Z z0 � WWv) Q Uoro Q �/ ZW �~ VJ LL ~wOQ Q [=�F-=Z v O � J Z rn V o >-2zw 910 -Z Z LL W 00 O-12w O Q M US2ZZ Z N �Qo Z U U � O m A3Q Z Z w N0 � Co LAST PLOT DATE May. 23, 17 J � DETAILS 1 - i. I i 1 Ir. II 1_- CONV. FRAMED A" (2) 2X12 P.T. TOP) W/ USP TA16. P.T. BLOCKING AT BO1 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. SECOND FLOOR - FLOOR FRAMING PLAN 1 /4" = 1'-0" 0 CO 00 i i c Total Truss Quantity = 95. Q M a SECOND FLOOR - ROOF FRAMING PLAN 1 /411 = 1'-0" �1P CJ1A CJ3A CJ5A CJ5A CJ3A CJ1A PLUM TRUSS HEL FOR PLYWC PLUM SHINGLE SHINGLE ROOF 12 0 :OR :D ON A.F.F. ROOF 12 0 HANGER CHART J L = JUS26 ( USP) Z_ Labeled End Mark ATTENTION! DON'r LIFT SINGLE TRUSSES WITH SPANS LONGER THAN W BY THE PEAK CONSULT SCSI.81 SP SP.. a 301 W Sp.. B. I _ 1rz r ?/3 to 1rz i,w ••>tPp•t Ins +Vn+VP� REFER TO BCSI -B1 Truss must be set this way I crane used. Truss is an example your truss may not match. Insist am operator sets Was 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 HTU26 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI—B1 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-61 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA 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 ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY ,....: I CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G. N. W. WINTER HAVEN FLORIDA 33880 PH❑NE1 (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT:VAROIUS MODEL :2386 AMERICAN DREAM CCA PROJ/MODEL/ALT 7A2 2386B ALT DESC OTC LOT BLOCK DESIGNER PAGE MTV DATE 6 5 15 LAN SCALE 67596R 1 1 4 "=1' ??? 11/18/02 9:52 AM CCA48.dwg w w i 0 z �u Q C r` o w a Q >20 zo M Q a'OUO Ow NQ Ln wz� tV U I ... -,r .., O Ln a z O o Z-=%I kkLL w LL Lu p P CC! r) Z 0 U z w'Qk i=, v Y`�II� % r m z =Ei ryo w� = w j.=,caw > OOf, n O W >V .= 10 . U MN b M 4> >o �8 T�1 } _ O LL 8 s U a� �N LU Q� H E M o0 W W W L j vi W O W�H W�� W zIX Z d'O§�QOQtYa�U00�0 Q Q U �. moo-'zLLL�z��ozaa ov)m9oZoo:oomZz c, O 0 '51LOZWyoz 00WL 0. OIX O =LL OW ay Wa O FaLL i 0 0 N O� � � o FnL- MO Q U M � ti W 0- M aUa00 Z H W W _j0 0 to O N r O N 4 O C .L O CD > O L J 0 Z Z — Z O O W C) W � Uo�o (1) > J F-O�a H ZW�Q U) U. W =�=z a LD O 3: J z rn V 2 �MZW �ZZLL w 0 � O a M V�zZ a- W Z (V ~moo Z U t� g _0 CL 00 A40B < z w CV N M LAST PLOT DATE May. 23, 17 0 2ND FLOOR ROOF J i FRAMING PLAN - 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" 12 T.O.M. 75 METAL DRIP EDGE USP A3 2X4 FASCIA ALUMINIUM T-0" WRAP USP A3 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" 10 SOFFIT DETAIL 3/4 — 1 -011 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED iV L8" 1'-0" 1'4" 811 SOFFIT DETAIL 3/4 — 1 -0 6-11" L T-4" 0 SLOPE 5:12 N a.T OLn J SLOPE 4_-�5:12 I\c' SLOPE SLOPE I a 77 0 Lo I SLOPE �5:12 ROOF PLAN B 1 /8" = 1'-0" 15'-9" IIIIIIIIIIIIIIIII15nu ffill T-0" RIDGE VENT SLOP 5:12 SLOPE I 5:12 74 co ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF SHINGLE ROOF FRONT ELEVATION B 1 /4" = 1'-0" 12 5( _.o In I In I Inn�a... ' • ol ELEV AT 0'-0 CEMENTITIOUS2ND FLOOR FF �_FINISH ELEV AT 8'-8" CONTROL JOINT I • 11■111�1■111�11111�11 A/C UNIT ■IAND PAD ELEV AT 8'-8" 1 - - - - - T - - - T.O.M. DECORATIVE CEMENTITIOUS FINISH ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE ARIGHT ELEVATION B 1 /811 = 1'-0" 12 51-40 ELEV AT 18'-0" T.O.P. y It 1'-0" 16'-8" 18'-8" 16'-8" ELEV AT 10'-0" N _ N 2ND FLOOR FF z JOINT CONTROL JOINT ELEV AT 8'-8" rz F__ _CONTROL _ _ T.O.M. % DECORATIVE_ A/C UNIT 2'-0" CEMENTITIOUS AND PAD Zo d FINISH ® � r` ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE LEFT ELEVATION B 1 /8" = 1'-0" 12 ,15 a 4" SCORED STUCCO BAND CONTROL JOINT -01, 4" SCORED STUCCO BAND A/C UNIT AND PAD 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 = 1734 SQ FT VENTILATION REQUIRED = 1665 SQ IN VENTILATION PROVIDED AT RIDGE = 112 SQ IN VENTILATION PROVIDED AT SOFFIT = 1561 SQ IN 12 ROOF FINISH PER 15 ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT SOFFIT DETAIL 6 3/411— 11-011 ROOF FINISH PER 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS ,-` METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT SOFFIT DETAIL 7 /4 ' _ 1-011 fV O N N fV 1'-4" 2" 2" V-8" FALSE FOAM LOUVER DETAIL TYP 8 6" 4 1411 fV fV -1 QO O 00 EPS i.i FOAM iv BRACKET DETAIL 9 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 CEMENTITIOUS 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 U �U o z a U o > zo N wow woo Ow g-1 `o w z QwvQ N U) 00 o z I.-Q.Q. ¢ 20 z. ¢ _zo � �o�Lly F Qom' = z :3 z �o� 7 C9' (� `; w W ° = Q W o I- o� ,.. , z F=; vz¢wv �� ;' o �.. o �w_ w = o m""." o ^N W > On p W L W °? U �MN 5 cn U °° v M E o � O o O u- o Q U ° < p .N u w Q� W L o E� rn w W (� W ww~ w�J Ir::)--i w wgYzw z ��LLU0'o_j0 IY Q V Q �(�J0 ZU0L!pzmp0F_ c7 wgoZOfroomuz U 0 O V) z cnwawv)wwwv.WW¢p� �¢a.0wYozw OwUpa ¢ LL ¢~W w<F °o� o wwo�U o Zq9¢ w¢ o F¢w i O O CN Z W 0� �_ (n O �F cMO Q co CM � a U)LL ti w 0- co aUa00 Z I— w w J m c0 0 04 04 4 0 c N o O >� O Z Z -Z° c wvr-> owW Q Uo�E5 Q >_ Lu Oa=Q wF- L_ �m0¢ n/ 1� z < Ur _ O J Z 2 V >-2ZX 110 LL Z Z r w 00 0 <2 O a M U�ZZ z �y �Q0 z U MO W A5mB � z z w v NN M LAST PLOT DATE May. 23, 17 O 0 EXTERIOR ELEVATIONS & ROOF PLAN NOTES: ELECTRICAL DETAIL: 4' A/C DIS ONNECT WP l FI � 3 FAMILY ROOM / 9 0 O \ 71=e \\ iFOR GFI 10 HOOD KITCHEN GFI IIuu I II 9 9 I��) TO CD � II i;�-DISP u GFI GFI DINING ROOM REF GFI 3'-8" L T-0" I 2,_3" A PWDR _ BATH N O / M -- LINE OF I FLOOR — — — I ABOVE TO 2ND \ FLR ELEC FOYER GFI I i � I ENTRY1vGVFII GFI ANTRY UTILITY GFI A D w X-7" .1 6'-5" I MASTER SUITE i MASTER BATH � WH LIGHT AND _ SWITCH IN 0 �.� —kO ATTIC r. L�— — _j ELEC I PANEL--,, 110V CLG o MNT. N OUTLET I GFI i I I i I o i o I 4 c.� i i i i i i FIRST FLOOR ELECTRICAL PLAN 1 /4" = 1'-0" GFI METER LINE OF ROOF _r] �%Rf 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 RECEPACLES 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 O 200 amp 150 amp Disconnect POWER CO. FEED TYPICAL 150-200 AMP ELECTR 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC ICAL RISER DIAGRAM NTS DOOR JAMB TRIM BASE TRIM INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io TCH �4 1 /2" DUPLEX _ OUTLET ih 0 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 1HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE ® STRUCTUREDWIRE OUTLET 49--- SWITCH AT 36, � 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -p PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE } CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE -} WALL MNT FIXTURE NOTE: 0 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY RECESS CAN OR LED OWNER < D 50W PAR20 NFL 4" MINI ROUND RECESS ta` 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ ® SMOKE DETECTOR 0 SMOKE DETECTOR cU-18= UNDER CABINET 18" cS-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 1 48 48"CLG MNT WRAPPED FLUOR LIGHT ,24;-R 24" VANITY LIGHTING 9—; 7;36 ; _P 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUST FAN p� DOUBLE FLOOD LIGHT W/ COVERS AND V 150W PAR 38 FL El INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR O CEILING MNT SPEAKER CHIMES (DELETE W/ INTERCOM) ® MASTER STATION E&3 ELEC PANEL VACUM OUTLET AT 12" ZACEILING RETURN AIR (W/ SIZE) E3 A/C REGISTER QT THERMOSTAT ® SECURITY PAD In ELEC METER 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. W `0 (1U C7c^`v! m N u N � 70 � : �s 20 °gig 8 �N U10 w Q� E (h 7� Q a V ow ui Qc�wpm �Lu Ixz¢ X W W w��JaZ � W w_j0<00 o a U �X-'NLL�u v� z,'oz2aQ (�cnpgoo w0w0�o0ozp:z0Q 0fM5wwNWw<: w?pO z0a.wUjnUou�9Fwo2oa LL QQa oaQ tQau i O N Z O� >U)oo W J W L0 .N j 0 N N O O 0 0 J V J U_ rQ V W W —O a M oo z z N - v 0rn g a 0 � F-co CDQ c� LO �LL�t' QwQ�? F— a. co Q V Q 00 Z F— W _I O O It A6 N (Y) LAST PLOT DATE May. 23, 17 IC) 1 ST & 2ND FLOOR ELECTRICAL PLAN J B 1 1/2" FILLER O M 0 in 0 in 1 1/2" FILLER 2'-9" y 2'-6" y T-6" >( T-0" 2'-0" , -1 1/2" FILLER 4" BACKSPLASH--i REF SPACE VERIFY W/ MANUF HOOD El __1 RANGE 2'-9" 2'-6" X-6" 3'-1 1/2" 2'-0" 1 1/2" FILLER 1 1/2" FILLER 1 KITCHEN 1 /2 = 1 -0 HOLLYWOOD STRIP LIGHTS 4 BACKSPLASH 30" HIGH MIRROR KNEE SPACE T-0" 2'-6" 2'-9" -2" FILLER 2 1/2" FILLER 5 MASTER BATH 1 /2 = 11-011 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS)— R-30 BLOWN INSULATION ELEV AT 18'-0" T.O.P. Alk ELEV AT 10'-0" 2ND FLOOR FF Al ELEV AT 8'-8" _ T.O.M. 12 0 in SHWR HD -� PRE-FAB SHOWER PER BUILDER VALVE 4'-11" 6 �/2 STER BATH1 - 1-0 UNIT'2386 - B' - BUILDING SECTION 3/1611= 1'-011 I WI DW OPEN TO DINING ROOM J, 2'-0" L T-0" 2'-3" LL 1 1/2" END PANEL 1 1/2" END PANEL Dl/ KITCHEN ISLAND 2 - 1 -0 N ap to N - ih , co � N co 0 0o v HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH 2'-6" 2'-6" 1" FILLER 1 1/2" FILLER (DgA T H�,12 FOOTING SIZES AND RE -BAR WIRE SHELF %I C. ao 220 VOLT "HANSEN" BOX r------ -----i r------ -----I I I I I 14 1/2" X 16" DRYER VENT ► I I 2X4 KNEE i RECESS WALL TOP AT I I I I 34 1/2" I I I I I I I I M I I I I I I I I I I I I I LI I LI 3 KITCHEN„ 1 /2 - 1 -0 CO SHWR HD WALL PRE-FAB TUB o PER BUILDER o ao VALVE SPIGOT 9 o X-4 1/2" 2'-9 1/2" 8 BATH #2 4 �/2 LITY 1 - 1 -0 ELEV AT 18'-0" T.O.P. LOFT ELEV AT 10'-01. y PRE-ENGINEERED 2ND FLOOR FF TRUSSES ELEV AT 8'-8" — T.O.M. BRG WALL GARAGE ELEV AT 0'-0" _ 1ST FLOOR FF SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR UNIT '2386 FRONT SECTION 3/1611= 1'-011 U) =W w W a L n w d Q > � - H Z o M N wpUO OJ , W Z � j N W u'f co QW�Q = m _ O d qZ L0 --W Q Z 0 ✓_'Qli . Q ��—W 'W �z� LL�W �`,(O ��=p d0 i4a5, W o t 4 W _j co =ohm �� Q to N Ln I'- E ` W L so 01 U M 4— N N' ff'' V -0-0 a0 M ` L O W _ g O u- a �• m Q 'cn U W a� co E^ rn W L W wN W ow C6 Wpm WW ::JQO¢?�¢LQ�LUYzOawJZ OFJO <QU L OXCZOZ220E-H'WOOm<O�9OZ Q Q viw-�F5WWu5w<z � ¢wfQ5wz � _—jU v�QOc a� LL pW F- �W� O=0ZgaQ Q LL O �QLL 0 0 N Z LJJ O t~- >_(n(o0 Z (M O Q � M w LL w Q�WyQui? I— LL a- (Y) QUQoo Z I— W w J O 0 N `° M 0 N N t� 4 O c o N o >� Lo O -0 Z z O wrj) N wWo �� o N J 0Q • — LO oWLU F- i--1 U- Z X ce ~mOQ Z I— = '= V Z Z J (Qn o V<wo m Z a' Z Z LL W W O_gZ O Q M U LQz z N � o Z U v g 0 o W Cr z A7 Q W_ W N o (Y) LAST PLOT DATE May. 23, 17 O B - INTERIOR J I ELEVATIONS I I I . r , ,. ... , ,'. 1 II ,. II " „q ,I. . _, ,... ,L _ 1 I , I I I !1.. _ I __ °'l1"�1'I �� 1 'IPA _�! •�_1 �1 IRI 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. LOWERED 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. LOWERED 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. 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 ad. (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 ad. (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 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (W/0 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 SO. 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 ad. (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 U360 TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4- MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, Fy = 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: 2" C-1-P CONCRETE NOT EXPOSED: 1 1 y„ 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. CONCRETE TYPE MIN. 28 DAY DESIGN (Pc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C4-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 II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 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 APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4. 3 ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS B FLOORING U G AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE 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 A36136M 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 = 1,850PSI Fc = 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 A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 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 ad. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection andtreatment 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/sDdrilder 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 backfill 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 fortes 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-�C�nrete oner�our �nd mortar along the foundation perimeter must be remov ore e e or soI treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" 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 b' • a licensed pest control company before a certificate of occupancy will be issued. Tie 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 N =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 %". 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. W U W a Q rn O W dQ �- M N WOW woo OW 2:r in WZ_tj J Q W Q NW U) a�0 F �W �LQ y rn =F-ZO Q LL W LL W a F- O j U Z Lo �Q mZ�Z UjO W W H J =0~Sm �W HF=- �t 0" W 6.> U N M N V N V �° r°i c 0 r 8 2 8 } n1 .� 0 u- 8 m Q t U .--) p ° LU 0_N C /V) W ` cO EM m 0 ^ a �y r W LLi w Iw-~ W J Ix' _ZIx O 2 O�W LL U O O O L Q U Q Q J DUX ZLLu_FZM�0E-Q~ O9O 0roomaz J Q 0 0 Z vOw6_8WwWFw..z,W<0 Se in 'F<-' W � ZWW02 �Z 0� o pQZ Q u_ �QLL >t O N Z W O� > C/) 0 M O Q � M It LL Q W L? C M z r- >- 00 Z V H W W J O J O 04 04 O C N O C) > L / ' O Z Z awO C-0 CU 0 Q 2n J Q > 0 XLU _ IW ZWI- � Cn LL h"mOQ LL =H=z 9Z�W M Z W Z Z LL W 00 0 F_ C)a M ULZ�, .. z N Xao Z U v g O m SNO Q z Z W J N o M LAST PLOT DATE May. 23, 17 O STRUCTURAL J i 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. 7'-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'-3" (1) USP HTW20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) 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 NEWS METAL SCREWS 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. ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15/32" CDX Co PLYWOOD OR C7 7/16" OSB RIDGE LINE 140 MPH (uft)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + lF + + + + +++ +++ ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3!4" or 7/8" wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r r + 1� FILL CELL—\ STD. 90" HOOK BOND BEAM !® BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1!8"min. ) Small gap 2" min. 2" max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2xrequired when indicated or 4" max._: 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 Y8" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmo thcof uts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16" code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) --/ Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Cr'/ Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. 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 BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BCI6500sw 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s@ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Required on interiorwalls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6„ A 1Y2" ROUND HOLE MAY 6�� 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 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. 7.1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. A Backer block (12" wide min.) Nail with 10-10d nails. \nstall tight to.top flange. �✓ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gaP Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. 6 X Joist o depth I -JOISTS BUCKETS N.T.S. LISP MUG 5/8"o THRU BOLT UE ML R TRUSS 'OP PLATE LC TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY W FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS a . SEE PLAN FOR '• d e . • *A' FOUNDATION INFO ° STEM FOUNDATION GRADE REINF. SEE PLAN LA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 112" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CFNETERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION .Q Q ° a: ° - � I F� I SEE FND. PLN. it SIZE & REINF. 12"BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE/F — L PENETRATION PLUMBING LINE ° 4 -------------------- - d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE ° d ----�. d d -�.- -- ° a/. as L I1 —III—III- 'I�—III=1i' SEE FND. PLN. SIZE & REINF. F- w ~ W Q Q CO o W fLQ zCJ0 ~ M N LLJ °U �D w J g WZLL NW u7 W -J =m�F- ' 0 011 In aoo F-00vW Qzo Q.o Q HpOW Z z CO) w I-0Ww !r w= o O CO) 7 0 0 W 0 F- 0 Z� LO Z ; 0o Qwr^^W' T W Z i� �_ >w W �J = W FD F-J - - W f.. r Q A, C E _W `0 `n 0 M N U d Cn (h N V -0 7 M =)0 2§ T� v_! ° E: g m Q s (3 w Q..N� c W L 0 E a ^ 10a v (i W W W W~ Q W m J W 9Q Y Z of Z LLUOO IY Q f—U,. Qmom=)- �co0 ix �coa ggo ow00mZ:3 JO 0 O G v Z 0)uJrijujwWWcnOfrrQpI-i ¢�W°�ZWomg�a OOo: o �QZQLL Q u- Q O Q u. s1 O N Z 0 F- (0 O 0 co O Q � M � � (1) Q W LO ��ILLcM 00 w� W -J C:) (0 CO e- 0 CV rn CV O e (D o 0 Lf� O z z � W U) CU Q U?�o J H0Wa LU OWHQ II� I— �v`wJ' _ I L LU M W Oz LU a LD z t= ED 3 J ("7 i-<z0 Izzw W 0aMz 0 a M UCl)zz Z N F- . . Z U U a. MO W � Q Z z SN1 J 0 (1P� LAST PLOT DATE May. 23, 17 O STRUCTURAL _! 1 DETAILS �_ 1 t _. 11 �_ - 101 1 1 ■ � .1 I -. ____ _ 1 ■ '1� 1 1 1 12 (TYP-) VARIES (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" 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. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA 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 WALLBOARD U.N.O. 1x4 P.T. BASE NAILER 31/4" BASEBOARD MIN. 2500 PSI CONC. SLAB CIO MIN PSI MAY VARY PER MUNICIPALITY. CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR "FIBERMESH" c E T=11=J=fill co) D 6 MIL VAPOR I I D BARRIER COMP. SOIL. 1 ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION tASCALE: 3/4"= V-0" OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14" O.H.D. RECESS Z iy -- J a 4" II e op T I I� +` .IIF .� 1111 SEE A/S3 OR J/S6 -- -I j I 11111 I I_1 1„ I I 11' -I'T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE --\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D ' �f-l- II m It> I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE E N 6x6W1.4xW1.4 r WWF OR FIBERMESH I `' ° . 1�1 - E1 11@A11'�1' TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rGG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE:3/4"=1'-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK c ELEV. 0'-0" OL o A.F.F. A a °.. a '' a . ELEV. -0'-31/2" z A.F.F. o 2x4 CONT, o- ' c U- ° . p CN ° GARAGE DEPTH VARIES ° GARAGE SLAB AT STEP rB�'� SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR Zx STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR i`vV #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR *USP SPT22 TYP. (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN00 FOR CLARITY ° D ' ° I� 11=1 11=1 I �I 11=1 II °t. NOTE: g ° III-1 I-1_TI-1 I I-1 ICI I N *FOR BEARING WALL I=III— I I —I I 111=I11 r W/ UPLIFT ONLY — — I-1 I C I I�TI=IZT---= I— I—T� I I-1 11=1 I H I I---TI f=• I FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 171 13 O.H.D. RECESS T M ' c Ch °-' .. _ 1-1 —I� I II=III :'• ' I I -I I I —� SEE A/S3 OR J/S6 11F, 1 I I I 1 i 1111 l I l 11 �' FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC iRY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. S3 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" V 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. I j 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"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �31/2" MIN. b . D ° P •' c 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. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-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 31/2"(min.)- 4" I I=1 ( I I 11=1 I I- -I��I- - (2)#5CONT. � �I 4 1-4 8 U.N.O. MIN. TYPICAL BEARING WALL as STEP an SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" �Oos�G 112" OR 7/16" OSB MIN. PLYWOOD SHEATHING ALL LATH AND LATH ATTACHMENTS TO �s't1E NAILED W/ 8d COMMON NAILS @ 4" O/C BE OUT OF CORROSION -RESISTANT BOUNDARIES, 6" 0/C EDGES, AND 12" 0!C FIELD. MATERIALS SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. MAN o� (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C THIRD POINTS I INSULATION PER CHART ON SN1 "STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"" x 10" "J" BOLT @ 24" O/C W/ 2"°X 3116" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 5/8"" x 10" "J" BOLT @ 24" O.C. W/- 2""x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 31/2" MIN. 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. --(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 go 31/2"(min.) - 4" =1 I=1 I ICI —I c I (2) #5 CONT. 4■ I I I—I� I I h 111811= U.N.O. MIN. FIBERMESH #5 REINFORCING 1 EEP SCREED INSTALLED BAR — c PER MANUF. #3 OR #4 REINFORCING BAR D . D GRADE 40 MIN. Fy= 4Cksi N ° z_ #3 & #4 LAP SPLICE ° p FINISH GRADE °O 25"MIN. LAP 0"MIN. LAP][GRADE 60 MIN. Fy= 60ks7 -0 [� 00 6 MIL VAPOR BARRIER -I I I D ° ° 11� 11= 11� I —_ R 1 7/8" I I I� I I-E I—. #5 REINFORCING BAR I II—III—II1=11I—III r ' 1 I I •' I I—� I ]—I I I —I w COMP. SOIL. (COMPACTED TO I I II I ° a - — 11� 95% MODIFIED PROCTOR ASTM D1557) I I I II I I I I �I IJ 1 11— 411 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT 'dLINTERIOR 2X STUDS @ 24" O.C. U.N.O. A. 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 TENSION 120#) CONCRETE SLAB E = 6x6W1.4xW1.4 M WWF OR FIBERMESH00 cn c F_ iv III ° ° 6 MIL VAPOR — I 11= I 11=1 11=1 11=1 11=1 I I BARRIER —1 I I I 1111 111 I I 411 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" co ° I� I_I_- FEE I I 11= I I I I �I="I ICI I I II 1 I ( ) ' I11 III— I I I I� I I I SCREEN I I I 111 I I I I=1 I I I 1 11 1I- MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 GRADE -1 #5 REBAR W/OPT. 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH N T •C M G d ° III III; II II II I Ir I I II I . M 1.II I' —___ 1111 SEE A/S3U/S6 - 11 1i,�--rl I 111 "� I8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 1/2"(min.)- 4" TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=l'-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 � D w a 5 1— co —I I I I 1 I I=1 1 I- #5 CONT. =1 I H 1 ON 3" CHAIRS 8" 1'-411 (TYP.) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". -1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. -5/8'~ EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH CM 1 81, I I-1 I rr' II III=111=111=' I TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. M coGRADE a ° . w —III-1 I I-1 I I-1 I I Lu oo`n= I I�II�I Zz • °• LL U ° ° OOTING -J 11=1 I I I=1 I I=1 11=1 I I I— U I11-I1�I I W I I I I ...I 11-1 I I=' BEYOND PAD REINFORCEMENT ' -III—I 11—III—' '- 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 V/ 2 1.1 ~ U of W 11 wa a r` C� L3LI (L a p = ~ N N wC)0 gW J aW�a `-m .., °° =z Z 0o .N. aI,_Zp �oW I— r dZ , z- w LL Lu 0 f p p}pZ=Z W w2mp `Q�' ' `'� uj =w~� -p?sm __' HF- (/A� //W�, E C %O r2 U M C4 } M N V _0_0 00 O.)A� Ccn f >` z p � W ° 0 2 8 a: c �.0 U 0 < dg V w Q:;� s` o E M rn a ) W Ww wa °�wwUOoo W °W� Qz zW WV Q Z-) CxJLL �,�c-JQMQQi moz (y O O cn O� Z _j Lu (9a;zYOZz-o<0 a$W°Q�= a' mwama a wa O maw i O 04 Z w 0� > (n O O1.4 Q M <�('M < >- <co ~ Z W Jc:) (O lot (o 0 CV C6 N O N O 0 > L0 O Z z O � Wwv) Q Uo[:o W uj W VJ i U ZW~a H w I..L z aV t Z 3 J / C Lu 0 aZZ r- w Og2W O ¢ M U�Z� .. z cV �Qo se Z U U a M0 W a z z CN a Co LAST PLOT DATE May. 23, 17 O STRUCTURAL J 1 DETAILS -MONO (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 4"x4"INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE a NOTE:EXTEND DECO FINISH 4" to 6" BELOW GRADE I� N (2) 2x6 OR (2) 2x8 PLATE SEE PLAN 3�cTOP (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 HEADER FLUSH TO OUTSIDE OPTION 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 \ (TYP) SEE ELEV. USP SPT24 @ EA. STUD JI 1 ,++ CRICKET AS REQUIRED II SINGLE 2x CONT. BASE II PLATE W/ (2)16d TO 11 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. 90^ 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 GENERAL NOTES 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.) L-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING - DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL 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 rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK-0UT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 7 ■■ •' •• •- .- •' '' � � _ � - • . - . if ■■ ail r ■■III MEN mill IIIi� ■■EII lii■■ �IIlI IIII� ■■III NINE �IIII I!!I� ■■lid III■■ �IIII IIII� NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® 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 J 'M T W ,\EEMINEEMINN", 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 �8x8xl6 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 H. GARAGE DOOR TRACK SCALE: N.T.S. xd POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 518" 8" 7 518" 8" 7 5/8" 8" INTERIOR WALL GL EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING -t 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" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) LB'LOCKING USS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END WALL ° d . ° ° DOOR STOP w ° ° ° d MOLDING v? a 2x TOP PLATE V 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 EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE REINF. INFO. W/MOUNTING ANGLE d NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 S�cFp �O�L �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 10dx1%"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x 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 I STUDS JACKS STUDS EA END EA END EA END EA END 1' - 4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) 1 (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"x10" OR l� GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 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/S ** HOLD DOWN CONNECTIONS Op�00,Q NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. Sl� —USP SPT4 SPT24 2X STUDS @ 24" O.C. A 1 /8"x10" "J" MBOLT 24" O.C. AX. MIN. (2) PER BOTTOM PLATE SECTION 2. P USP SPT4 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 l% 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKIN O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD y MAIN SPAN MOISTURE BARRIER ROOF TRUSS ALL LATH AND LATH ATTACHMENTS TO UPLIFT CONNECTOR BE OUT OF CORROSION -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 - 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 1 Od @ 3" O.C. (14 > . NAILS TOTAL) EA. SIDE OF �. 4,?. SPLICE STAGGERED • �10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ lAl 16d TOENAILS T076PPLATE 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 �7 USP n u�r �r "4-1 SPT24 or ar i 4 P� 1 11 ` TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING /ASP SPT4 �( SP SPT22 USP SPT4 ° d 2X8 P.T. BOTTOM P TE USP 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) uor or i ,+ SPT24 SP SP U S TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING USP SPT22 /-IJSP / SPT4 d. a ° n 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. -2X TOP PLATE OVERLAPPING Od NAILS @ 6" TAGGERED )-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING (2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL T4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. PLYWOOD PLYWOOD FASTENED TO TRUSSES o E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD PLYWOOD SHEATHING MASONRY SP WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. PT4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR'� SCALE: N.T.S. S4 U =w w H w Q Q 0 o N WaQ 1: ZQ 04 N WOOW ow � Q � Qwd co �fn. �Z *k H��w b. Q Q�Z0 fn oO W Nr.T dG w HOww �LLxo � _ o wZ�o_ s >_ < W CD Z _ z w J Lb Q ^` to-E \W L �'o^ u vi N V -0 �_ « co c A' S W � 0 O U-g a �N V Lu !Z� 7� L coEM rn V ^ a v W Ltl (� w W¢ g� W �U-zw wj�,0 w_�O�U0-j0�� Q 0U)0 ob ¢H omZzc9 Lu azo O>Yz 0 oz W_ ��a pWoCy a. nZ 2� ww U < gam sl O N Z 0� 0 M O Q � M � QWQu) C6 �U<00 Z I— W W J0 CO co 0 N 0 04 O N o ,O V I O Z z co w wO � Q U?�o w � W W a. x '^^ v! 1--1 U. H w ~ 1..1.. = H = Z V % mzw Z Z w r- w OO 0 -3 2 z a M UCDZZ z N Sao Z U U a co Q z z w J v N M LAST PLOT DATE May. 23, 17 -6--0 O STRUCTURAL J I DETAILS USP HGAM10 W/ (4)- 1/4"x1-3/4" WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C.7 TOP CHORD BLOCKING FOR FIRST FOUR ROWS OF 45" t 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 VERT. WEB TRUSS 15# FELT SPACED @ 48" 0/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 TO 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 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 SCALE: N.T.S. WEB; USE S5 USP HTA20 @ EA. TRUSS MSTAM36 ON OUTSIDE VERT. WEB (24" O/C MAX.) SEE STRUCTURAL NOTES AND 7KNAIL W/ (2)16d NAILS USP RT16 OR EQUAL @ NAILING SCHEDULE FOR SHEATHING DETAIL Eq, OUTLOOKER TOP CORD BLOCKINGSKI FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYP. 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/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TAPCONS. SECTION 2 SCALE: N.T.S. Srj REFER TO SECTION SEE STRUCTURAL — 1A ON SHEET S5.1 r r NOTES AND NAILING FOR X-BRACING, AND SCHEDULE FOR TOP CHORD `O _ 00 O° SHEATHING DETAIL BLOCKING INFORMATION 2"x4" CROSS BRACE WOOD TRUSSES co 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING JOINT W/ (2) AT 24" O.C. ON TOP OF 12-EACH 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS 2x4 PANEL BLOCKING 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 @ 48" 0/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & O/C W/ 2 -16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS 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 COMMON ILS. (ONE INTO EACH OUTSIDE FACE OFNON - LOAD BEARNG LOCATION D BUCSAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-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 PRE-ENGINEERED 3EE PLAN FOR WOOD TRUSSES OCATIONS) 10dx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS 12' UAX JOINT 2"x4" MIN. SEE WS5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 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. 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 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 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYPICAL BACKNAIL W/ (2)16d NAILS 2x4 OUTLOOKER @ 24" 24" MAX. O.C. (OPTIONAL - SEE ELEVATIONS) USP RT16 OR EQUAL @ EA. OUTLOOKER DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT USP SPT4 EACH JOINT W/ (2) 10d & (2) @ EA. 10d TOE NAILS @ EA. END STUD 2X6 FRAMED WALL - SEE WALL SECTION FOR SPACING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 15# FELT PAPER BACK METAL LATH PARGE COAT OF CEMENTITIOI 2x4 PANEL BLOCKING @ 48" FINISH TO BE 7/8 THK FIN IN 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 10dx @ 4" O/C SECTION 3 SCALE: N.T.S. S5 BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 0/C TOP CORD 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 7/16" OSB SHEATHING ATTACHED ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIALS TOP CORD BLOCKING FOR BACKNAIL W/ (2) 2x4 OUTLOOKER FIRST FOUR ROWS SEE STRUCTURAL 16d NAILS @ 24" O/C OF TRUSSES @ NOTES AND NAILING EDGES OF SCHEDULE FOR SHEATHING TYP. SHEATHING DETAIL USP RT16 OR "L" BRACE TO EQUAL @ EA. 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EXTEND AT LEAST APPROX. 8" FROM 90% OF WEB RIDGE FASTENED AT LENGTH (SEE EACH JOINT W/ (2) TABLE) 10d & (2)10d TOE GABLE TRUSS NAILS @ EA. END 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING 2x4 PANEL BLOCKING ATTACHED W/ 10d NAILS Cd @ 48" 0/C FOR THE 6" O.C. EDGES AND 12" O.0 FIRST (4) ROWS OF (2)16d FIELD TRUSSES FROM EA. NAILS 15# FELT END TYP. TOP & PAPER BACK METAL LATH BOTTOM ATTACHED PARGE COAT OF W/ (2) 16-d TOENAILS CEMENTITIOUS FINISH TO 8d @ 6"O/C TRUSSES (2)16d NAILS W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4'7 ON TOP OF PANELS BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ :. . 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 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 USP SPT24 @ EACH STUD - ELEVATION SHEETS FOR 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" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'41 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4"O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN E S5 0 z w a x 2x4 BLOCKIN 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: DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. INS 111111111111LIN INS INS INS INS ��IIIII NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) -7 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 BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a: /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 MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION V / re = w Lu w Q Q N W(L Q = ~ N LuOUO w � JLu > Z ..J Q r ' co 2 m � -ONz4. <�_z w ? Q F}-o�Wz . z :w Ix �Oww� x �w20 U O UZLOU }Q=C9 r Y 19 woo _ w W Ui cnuj.„ o =0�m HI=- Q � E C) C W -40 �? U cMN b N � N C) co �` P c • L 1 O B 8 O u- 8 5 U '^°. p .N w !Z� N L E" c W p a v ,y w uj OWUj JgQ R'mQzw zO-'no�:x -00uo0 QXJZLLZOof -QQD QQU O a w9OOWffOOmz U O Z tndfA W �O wM�4 J ALLwO<�O��WFo(o -mwLL¢mu '< 0o � zw- oa9a LL O Z W 0 t~ (n O Q M Lo QW<ILo M aUaco z �-- z� W W J C) co 0 N O N 4 O 1 '° N O O Lo 1 O Z Z owO Un iR a Q 0 � Ix > 0 ZWF-¢ W U) IW-1 LL H �moQ I..L z Q rr nn v Z 3 J VW 0 z w �ZZ U. w oamw O a M U�zW z (V Sao z U t� (LO m a z z Ili J N (1f'� LAST PLOT DATE " May. 23, 17 O STRUCTURAL J i DETAILS 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 1/7 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 7116" 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 PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL N NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w o 16" O.C. 2X S.P.F. STUDS W/ (4)16d TOENAILS TO TOP PLATE = o N 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/ 1Od F w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U-I= INSULATION PER CHART ON SNi 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C 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 SYSTEM ETAL SEAT ER PLAN - p OR FELT PAPER FOR �1 MOISTURE BARRIER ° a; 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 T' O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSULATION PER CHART ON SNi NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD- \ 11 F MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY 1 E .a i�� '.I —I 11=1 I I11—I6x6 W1.4xW1.4III°WWF OR FIBERMESH I �I 1 III 11 111 �III111� 11I I I ° III=III-III III - a. STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M LL v 4"x4" INSPECTION PORT AT WEL EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE 00 i STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR 4I 1 '' ,II='I-,I 1 (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION SCALE:3/4"=V-0" S6 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/ 8-1 Od x 1-1/2" NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL---- f Y BAND JOIST *USP MP4F @ 24" o.c. w/ 12-8d NAILS 1st FLOOR WALL USP LSTA24 STRAP w/ 8-10d 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 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING — FLOOR TRUSS SEE FRAMING PLAN •'y 27x4" CROSS BRACE @ 48" O/C FOR THE 1 ST 2'-0" OF END WALL W/ (2)1 Odx3" @ EA. END INTO 2"x4" BLOCKING 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. SPACER BLOCKS T. CORNER TYPICAL "T" AND CORNER DETAILS N 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/ 10-10d 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 @ 16" O.C. 2"x BOT. PLATE W/ — (2)1 Od @ 6" O.C. a PRE-ENGINEERED FLOOR TRUSSES FLOOR CONNECTION @ MASONRY 1ST FLR. SEE JlS6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (4)1/4" X 21/4" TITEN SCREWS TO MANSONRY 1 f� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION, TRU 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"=1'-0" m (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 SCALE: N.T.S RIBBONS WALL LL S6 DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 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 PTS 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 a a: .Q e. e Q°/r_rwii G. e c °111 I I —III,; I�II�=�III�=itIl� �III��III��I1— CHAIR /3"MN. 81, Il 11.8" 11 811 l CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. S6 2 - S.P.F. #2 CONST. GRADE TOP PLA SPLICE MIN 48" APART 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 1 Od NAILS @ 8" O/C TYP. — DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) "S" = NAZI SPACIN( DOUBLE NAIL EDGE SPACING 'O.C. W/8d COMMON NAIL DWS @ 4" O.C. W/8d COMMON NAIL @ 3" O.C. W/8d COMMON NAIL )MMON NAIL S&NAIL @4"O.C. ,IL SHEATHING TO ,IL@ 4" o/c 'TURAL 1 OSB MIN. PLYWOOD SHEATF HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS STUDS EA END EA ENDEA END 1'-4' (1) (2) T (2) (1) USP LSTA30 4'-9' (2) (3) (2) (1) USP LSTA30 9'-16, (3) (3) (3) (2) USP LSTA30 1 S4 BOX HEADER ONLY LOAD BEARING/EXTERIOR FRAME \AIA1 1 1 IrAr%rr% r%rTA11 SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN -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. P.T. BOT. PLATE -FLOOR TRUSS ! SEE PLAN FOR REQUIRED CONNECTIONS (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 E a ° III —I I I I I I I ° a a HI III��II I I ° iEi (3) # 5 REBAR ON 3" CHAIRI fl 1 11 I 4 �prI I -8" I W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. M S6 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. 00 Ak FINISH GRADE I11-1� op o Z _ 1 11= - V SCALE:3/4"=1'-0" S6 v7 = W � w w Q LL Q W d ~ zo CN N WWOW Ow 04 W Z LJL Q N W u') O 00 = Inc F — O Z vW < EL z:k Q~ �oOw r z 1 z OwW I',._�rn s 2 �u-=0 6jti .Vcn 'z- O UZ`ID0 to ti` 5 ~ t o �¢wa �0 Z =w~ 22 E c yJ -,o u CM N m N A� E 'i L p Z o 2 8 ��$ < °N w 0— 7N i o Ec 9 ^ a 'a V Owpw~wvW Yw Lu Qzf- 3. 0ZW _-aaaLL(DwJpofVo10, o Q Q V CyX_j W wIxO< Lj QQ Oa;w L Z�Qwp CnW0LL)LUaWxozoLuoa- ww0 a. <o o 0 oQ mamV Q o¢Zu- FQ� O N Z LLJ 0 f- (n O H M O Q � M ul ��L.Lti �-wa- cM �Ua00 Z f- W W J0 O N 1 O N O 1 c '° W O O Lo 1 O z z O wwvo � 0 U?ro ~ d 0 / W � w a-M- V U. W~ W J ~m0Z =F- =Z �t= III Z3.J rQn 0 V ko azz Z LW r w 00 0:f 0 ¢ M U�zz z N �a0 .. Z U U � MMO a z z S6 w J N o (Y� LAST PLOT DATE May. 23, 17 O STRUCTURAL J 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 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED v(g BLOCK@ SPACING +, 1 DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2++ DETAIL MASONRY THROUGH ++ 3 DETAIL 1x4 P.T. & 1x8 P.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. DETAIL 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 21 /4" DETAIL 2-ROWS INTO MASONRY .3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSBxx 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 ANCHOjm\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)1 Od 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 it IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO ) it 21-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T 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-g ARCH DETAIL K 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 JOINT. DO NOT FURROW. * 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. - SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL 20 ga. PANEL ANCHOR -\ 9 ga. PANEL REINFORCING (EVERY OTHER COURSE) 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 EXPANSION STRIP 1/4" EXPANSION BOLT (2 PER ANCHOR) - EXPANSION STRIP PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK 0 i L 1/1 +5A NOTCH WEB AT FIRST 2 COURSI CAPACITY = 945 # FOR 1 STRAP =1890 # FOR 2 STRAPS I -PLY PRE-ENGINEERED TRUSS USP RT16M W/ (8) NA11 NAILS & (6) "' x 24" TAPCONS (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 1 Od NAILS x 1 ' NAILS AND (4) 4' X 1 T" 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 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 31/2" 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 , 6" MIN. LAP SPLICE W/ REINFORCING PANEL w' 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 12 SEE PLAN JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4%0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" O.C. USP RT3A SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-01. I F.F. ,. C D . 47. gD. 1=1 I I —III —I 11ELI 1 —III—III—I II i- 1 � I .D .D IIMIM11I —III=III= D III — III —I' it,=J_I . GRADE ° ° M p. r •D ° D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY or SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN U1 YP.) fHE S x + + + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 1 IAIAnP`CDTAQI C IAICTAI I TInKI FILLED CELL INSTALLATION H SCALE: N.T.S. �+S 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 1Od NAILS @ 8" O.C. TO TRUSS TOP CHORD 'TH PLYWOOD SHEATHING BLOCKING AS REQUIRED TO SUPPORT + SOFFIT + + + R SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rm SCALE: 3/4" = V-0" SS QFF CHFFT 112 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" 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /—ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" SCREWS INTO BAND JOIST & (4) 3/16"xl-3/4" WEDGE BOLTS INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT b a: FOR OVERHANGS BETWEEN OVER 1 1/2" y CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG".* i 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. V-0" 5'-011 INISH FLOQR ° . .. : o D #5 BAR D p 10" p D n CENTERED W/ .DI: ° IN TOP o KNOCKOUT/ ?N CHAIR BLOCK MONO FOOTING _ D SIZE AND REINF. PER PLAN AND SECTION DETAILS -I CLEAN FILL DIRT z ° STANDARD c P #5 BAR IN 90' HOOK N • . FILLED CELL j�-e V �e se SIX STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" VOTE: 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 } z EXISTING BOND BEAM 0 a � FILL CELL FULL HEIGHT W/ 0 J NON SHRINK GROUT. w U a A a � 1 g v z 5X6'EMBEDDEDINTO g EXISTING FOOTING 245XV IN CONC. Co N FILLED CELL DRILL 3/4"X6" MIN. HOLE SET BAR IN EPDXY SAW CUT A SECTION EXISTING FOOTING j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. VJ = W w W Q Q W CLa p > � zp M N� WOW wC)0 O W. W Z ILL J 00 = m _ONZ W _ H H Q � z o 4 _—055 H p� w --I Z i HOwuLL _ <` Cu WpHO Jo }QLo W0 s�It'• QUJ W (DH Q 2 J QQ.F (n w =ohm HH SIN' > 0 ^ 0 W L "o 1t u MN m tN U -0 -0 °D M W >✓" Lo :30 u T� _ _Q O � v/ ._L UCf Lu S?N c nN V cO "�W V E aS •) V v ^ as ,y W!n V W w ~ ¢ it Of O -JU% 0��Ci w of z Ix Z O RJO I.L Q V Q f- Q DOX Z,CyLL Cy ��0 OwOOmzmzZ 00 0Z2 C3i U Cy00 O Z ��Lu a>zwoZz'� W O H uJ O�WD a W V D a. a o OQ 0 0 2 O Q aQZQQ ILL �¢w 0! O O N Z 0 I— C/) O 0 M O Q � M � M <>- <co Z I— W W J0 0 04 0 N 1 4 0 c N o 0 > Lo O Z z owO n Q U?ipo ~ M / W VJ W L ZW�Q ~Wce Oa = z Q v Z J > �ZZL W 00 Og�W a M U�z . z N �Q0 Z U v g MO W Q z z ss J 0 N a Co LAST PLOT DATE May. 23, 17 O STRUCTURAL J i DETAILS-RETRO FIT 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 CONK. 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 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED y(g LL BLOCK@ SPACING �� 1 DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH It 1-1/2 DETAIL MASONRY THROUGH 3" DETAIL 1x4 P.T. & lx8 P.T. lx8 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. DETAIL 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 @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" 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 ANCHO\\_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 ir N SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK -� 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4- MIN. �1/4„ MAX EMBEDMENT INTO t 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 JOINT. DO NOT FURROW. * 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. 2'-0" - SECTION AA 8" 1/4" x 31/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED — 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC !li�AU A:T_l 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. EXPANSION STRIP 20 ga. PANEL ANCHOR 1/4" EXPANSION BOLT (2 9 ga. PANEL PER ANCHOR) REINFORCING (EVERY OTHER COURSE) A EXPANSION STRIP 6" MIN. LAP SPLICE W/ REINFORCING PANEL PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 RER (TYP,) STD. 90' HOOK 0 t5^ NOTCH WEB AT FIRST 2 COURSI " - CAPACITY = 945 # FOR 1 STRAP =1890 # FOR 2 STRAPS I -PLY PRE-ENGINEERED TRUSS USP RT16M W/ (8) NA11 NAILS & (6) a x 2k TAPCONS (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1'" NAILS AND (4) a' X 14 WEDGE BOLTS 1(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 4'/z" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3)1/4" X 31/2" 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 , 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 12 SEE PLAN JACK TRUSS PROVIDED BY-/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'/z" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. USP RT3A SECTION @ ENTRY L SCALE: 3/4" = V-0" �1ss MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" FJF 11 I=III-III=III-III=III gD. ° I —I =1 I fI I I 111-1 11— D D I I I-1 I I-1 I r MIII=�Ir D 111—I I Ml is I-1 I I —I 1 r GRADE D. p _ D 111E 1I I- ° c� i P . z �1> ° D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" =1'-0" FILLED CELL PER FOUNDATION PLAN JR YP.) rHE :S x +'+ + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 1 IAIAt-`!`CDTAQI C IAICTAI I TIf1Al FILLED CELL INSTALLATION H SCALE: N.T.S. �_ss_) 2X4#2SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD 'TM PLYWOOD SHEATHING BLOCKING AS REQUIRED TO SUPPORT + SOFFIT + + + CENTER SOFFIT SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3l4" = V-0" SS cFF cW9:F:T 112 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" = 1'-0" 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /—ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" SCREWS INTO BAND JOIST & (4) 3/16"xl-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 �� FILL 1st4 COURSES 1J/Ij" SOLID W/GROUT 4r FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. °. <' ' ' • �• OVERHAN �; RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 314" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 1'-0" F-0" #5 BAR p' 110" ° p ° . ° CENTERED W/ ' D 9 IN TOP c _ n., , KNOCKOUT/ �+ ° CHAIR BLOCK -�_��_-� MONO FOOTING (—III D D A. SIZE AND REINF. PER PLAN AND SECTION DETAILS -P.L CLEAN FILL I ° DIRT Z STANDARD c #5 BAR IN 71 90' HOOK N FILLED CELL- -° °s ° °-s_°-s ° °s s° STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" DOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (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 #5XV EMBEDDED INTO } °C z EXISTING BOND BEAM 0 co FILL CELL FULL HEIGHT W/ v NON SHRINK GROUT. wa A a m 1 f- g v 5XV EMBEDDEDINTO z g EXISTING FOOTING c N DRILL 3/4"X6" MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL n iscve� ui nn��n 4J SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. = W w W Q Q m O W a Q )go = zo N Lu Q'00W oww �n W Z lLo - J Q W - a rW 0 O FOO�W it Q t e Q I— t, z 0 F Us x—p t�F;��w• 0 W Z Ow `° cog to ALL W0U) ZL _ 0 0 }QW �w w wZ�oo' —__� m co ., s W —0�m'H CK 4) 1160 'C -01? U N MN m N V �co M p W o 8 0)06 �'< � U "N Lu p ^` N ! � cli W L •2) -0v Q� w w w W~ Q W J w0R_j< �� w w Y Z Z C7 Q V Q 0 ZLL,LOzm_,o U-UOuf-1O Q< v H F. Q Q Q Z coLOuww wWoo�mzj 00p,- coWwI,_ JaQOwQ U p�a� ZwZOwUoad (A LL ¢1-w �� OQ o 0 �_W2sm Y a<�9 O N Z UJ 0 F- > U) O 0 co O Q in M � cn LL ti Qw< do w CL M r co U ~ Z W W _jc� CO 0 N CO N 0 c �E2 N o O z z —ZO Wwv_) cu Q U?iRo J O wW _ Lu 0 w�Q 0 1�1 U. moQ r=rI�11�=z v Z J > A r- w 00 OgMz Q O a M UDzz a. . z N �QO Z U U a 0 m z ssQ z J N 0 o (1� LAST PLOT DATE May. 23,17 STRUCTURAL DETAILS—RETRO FIT (SUPER SLAB) 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 • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • PC 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGHT = 1900 PSI • PC 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 PG = 3000 PSI W/ PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 7/32 INCH WIRE PER ASTM A510 INCH SLUMP. MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU 2, SHORE FILLED LINTELS AS REQUIRED. OF CONCRETE MASONRY UNITS. 3, INSTALLATION OF LINTEL MUST COMPLY WITH 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG 03-0605.05 AND 03-0605.04 NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE REINFORCING AND GROUTING. MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE LOADING WITH THE FOLLOWING EQUATION: BOTTOM OF LINTEL CAVITY. APPLIED VERTICAL LOAD SAFE APPLIED HORIZONTAL LOAD 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO VERTICAL LOAD + SAFE HORIZONTAL LOAD 1.0 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 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 -GRIT! SAFE LOAD - POUNDS PER LINEAR FOOT T YpE LENGTH 8U8 8F8-0B 8F12-0B SF16OB BF20-OB 8F24-OB I BF28-0B 882-0B 8F816 BF12-1B 8F161B 8F20.1B 8F241B 8R8-1B 882-0 T-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 14605 6113 7547 8974 10394 11809 4'-0" (46") PRECAST 1966 2561 1 2751 3820 4890 5961 17034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 M 8672 10294 11809 T-4" (64") PRECAST 1217 1349 1438 1999 12560 3123 3686 4249 1663 3090 5365 7547 36 7342(19).8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1 1173 1631 2090 2549 13009 3470 1451 1 2622 4360 7168 45) 6036 (19j 7181 19 8328 (20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 3 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 1011 1729 2661 3898 5681 8467 44 g639041 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 752 1245 1843 2564 3486 4705 3 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 643 1 1052 1533 2093 2781 3643 38 4754 4 il'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. E458 NR NR NR NR NR NR 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 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 4AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8R" SRF10-0B 8RR4-0B W184 RF22-0B 6OB B 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-18 8RF30-iB 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 13699 5206 6639 8060 9479 10893 T-8" (68") PRECAST 866 920 1 1770 1716 2277 2839 3402 3966 1167 1 2481 4567 6389 BW (34) 7917 (19 9311 19 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 (10) 8060 (39) 7402 (19 8706 (19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 M 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 1 999 1 1568 2253 1 3129 4150 5891 4 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR R" PRECAST & PRESTRESSED U-LINTELS C�CR SAFE LOAD PLF LENGTH TYPE 8U8 8F8 RCEMI F 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 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 CArnCR� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMS* 4'4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 Y-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C49cm SAFE LOAD - POUNDS PER LINEAR FOOT T YpE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20.1T 8F241T 8F28-IT 8F32-IT 8F8-2T 8F12-2T 8F16-2T 8F20.2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 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 T-4" (64") PRECAST 1016 1632 12290 2949 1 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-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 7-6" (90") PRECAST 727 23) 1021 1634 (12 2102 (1 2511 10 3039 (10) 35M 9 727 1166 1634 2102 2571 3039 3508 9,-4" (112') PRECAST 591 680 113 1 1471(1 1811 2152 (16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 1 914 1 11851 1458 15 1732 (15 2001 1 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 798 1 1034 15 1272 15 1510 1 1749 1 494 599 1028 1422 1738 2053 2369 IT-0" (144") PRECAST 470 9 441 723 (14) 936 (14) 1151 15 1366 15 1582 (15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1 1050 1434 8 1694 8 1954 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 1 500 732 993 8 1268 14 1470 14 19'�" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831(8) 1057 (14) 1225 14 21'-4" (256") PRESTRESSED 142 198 306 L11 393 1 480 1 567 i 654 1 142 230 369 531 713 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 1 600 756 (12A US 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRm SAFE LOAD - POUNDS PER LINEAR FOOT T LENGTH YPE 8RF6-1T BRF10-IT BRF14-IT 8RF18-IT 8RF22-IT 8RF26-IT 8RF30-IT 8RF6.2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26.2T RF30-2T 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 V-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1 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 2442 6A22722652 57 506 967 1462 1952 2442 21 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 152 16 395 589 1135 1514 1893 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 CF CG LINTEL PLAN O UNIT'2386- 1ST FLOOR PLAN 1 /411 = 1'-0" O POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE F8F16-�16�BJOIT -77 _o o°✓ o 0 0 8F16-1B/1T 8RF14-1B/OT O O 0° - - 0 0 u8" PRECAST LINTEL W/ (1� #5 HOR CONT BAR & (2) COURSES OF $' K.O. BLOCKS o 0 W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. - oC - En J� - L - LU #5 REBAR AT 0 o G BOTTOM MIN. (1) y o ; REQ'D LL c to Cj w ui 16 GAUGE POWERS p 3 " STEEL BOXED � w 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 t� F- z w O 7-5/8" ACTUAL 8" NOMINAL WIDTH TYPE DESIGNATION #5 REBAR AT TOP MIN. (1) REQ'D ./2" CLEAR C.M.U. #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 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 U) w =w w LL- Z W a J c o N w d a 5;20 ZO M C4 It0UOJ` ' w z F� =m� -O0z �Qco + Z a 4k F- F- w _ a�z0 � a �o0w ,o aZ` z LLDO ice- W LL w `��%'�- 2 o w0� U z toJ- a w W J (n w m > F- F- ( W i '= `OM U }cq Z)M ci N V -0 70 °0 co I V-) L i 4> >0 u8 } u- a vas .N w QN c W L CO �M m 7 ^ I CL '0 0 LLi LU wOF- W W W wF-¢ ig-' �02-¢0¢�¢wU00 <r YzV z 0 ¢O <la-� -OwmzU WW wa.> w� o z(3U ¢Q 0W Z Q~WOWF¢-zo- 620 OOit 0 Z) w¢ 0 OQZ ¢ �¢LL 0 N 0 F- > U) O O F- co O Q � M LO CL. LL QLuQLi) Zoo VIa- Lu W �0 O qq O N d) N 4 O O N > O L O Z Z -0 wO � Wco Q Uj�o � Q w 0 W 1: Q U) HI rr+ (=1��=Z Z J 3: rQn V � Z � Z Z MM910 W W 0d m w 0 a M ULDZZ z N 3e Z F-U v g 0 mSil < Z z 2386 w J 0 � Co LAST PLOT DATE M66231231717 O STRUCTURAL --� DETAILS --- - LL 1 11 ❑ ..I II I If T. II 1 SL.lI I --LL I1--._ .I 1_--.--- .1 1"I j1n I- -- --N REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP UNTEL 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)#SU (0)#5L (1)#5U (i)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1.4. PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 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" Y-7' PRECAST (2) D4.5 WIRE (2) No. 3 1566 2859 2859 2772 2772 N-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 1727 2013 2013 2000 2000 5'-10' 4'4' PRECAST (2) D4.5 WIRE 2 No. 3 964 1 1636 1636 1712 1712 C-6" 5'-7' PRECAST (2) D4.5 WIRE 2 No. 4 796 1 1454 1454 1435 1435 7-6" 6'-7' PRECAST (2) D4.5 WIRE 2 No. 4 639 1 1167 1167 1152 1152 T-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 6-al 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 19-6" 9'-7' PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 1114, 101-0" PRECAST (2) No.3 2 No. 5 355 649 649 489 649 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 1 570 570 391 570 13'4' 1Z-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'-g" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 2 No.4 1514" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 (2) No. 4 17'-4" 16-0' PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 2 No.4 1914" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 2 No.5 W-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 2 No. N.R. 21'-4" 29-C' PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 2 No. N.R. 22'-0' 29-S' PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. N.R. 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P -SOLID UNTHJ rrI QUANTITY OF #5 BAR AT S -SOLID UNTEL -1 1 LOWER UNTEL CAVITY [I8x1 I6-P-]L/1IU] NOMINAL NIDTHJ J `QUANTITY Of #5 BAR AT NOMINAL HEIGHT UPPER UNTIL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS UNTEL CLEAR LINTEL TYPE UNTEL STEEL TOP UNTEL 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) #5U DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL'K' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-7' PRECAST (2) 04.5 WIRE 2 No. 3 10000 10000 10000 10000 4-0" 2'-S" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-7' PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'4' 3'4' PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5'4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 44' 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 7'4' 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 81-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'-4" 101-0" PRECAST (2) No.3 2 No. 5 1568 1568 1222 1568 12'-0' 10'-8" PRECAST (2) No.3 2 No. 5 1439 1439 1075 1439 12'-6" 11'-7' PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'Z' 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 (2) No. 4 15-4" 1*-a, PRESTRESSED (2) No.3 (2) 7/16strand + 1291 1291 775 1270 (2) No.4 1 T-4" 16' (Y' PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 993 993 600 1084 No. 4 191-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 (2) No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 2 No.5 21 '4' 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No.5 (2) 7/16 strand + 24'-0- 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 :x : f. DETAIL "H" DETAIL '7" DETAIL "K" TYPE DESIGNATION P - PLAN UNTEL/ r QUANTITY OF #5 BAR AT S-SOLD UNTEL -1 I LOWER UNTEL CAVITY [8xl6-P-1 L/1IU] j NOMINAL WIDTH NOMINAL HEIGHT ` QUANTITY OF #5 BAR UPPER UNTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTEL TYPE UNTEL STEEL TOP WIRE/ BAR UNTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) LL SOLID #5 (2) U (1) L DETAIL'DE DETAIL'DF DETAIL'DE' &'DP DETAIL'DG' 3'4r 2'4" Z-(r PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 N-0" 2'.8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 N-T 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 N-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'4' 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5'4r N41 N-al PRECAST (21 D4.5 WIRE (21 No. 3 1193 2290 2085 2085 6'-F 51-4" 51-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 74r e-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 91-8" 64' 1 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P -SOLID UNTEL/QUANTITY OF #5 BAR AT S -SOLID UNTEL -1 I LOWER UNTEL CAVITY [I8x1 I6-P-1 L/1 U] NOMINAL WIDTH] J L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER UNTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINFEL 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)#SL (2)#5U DETAIL'E' DETAIL'F' ETAIL' ' &'F' DETAIL'E' &'F' DETAIL'G' 7-10" 1' 6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-7 PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'-6" 3'-7' PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 N-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5'-Hr 41-6" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6'-6" 5-7' PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6' 6'-7' PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" V-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'-7' PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 101$" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 12'-6" 11'-7' 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' 17-91 PRECAST (2) No. 3 2 No. 5 804 804 529 838 1N-8" 13'4' PRESTRESSED (2) No.3 (2) 7116strand+ 1207 1207 605 938 2 No.4 15'-4" 14'4" PRESTRESSED (2) No.3 (2) 7/16 strand + 1095 1095 551 887 2 No.4 i74' 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 2 No.4 19'-4" 181-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 (2) No. 5 20'4Y' 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 2 No.S 21'-4" 20'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 (2) No.5 (2) 7/16 strand + 24'-0" 27-8" PRESTRESSED (2) No. 3 (2) No. S 399 399 217 412 TYPE DESIGNATION P - PLAIN UNTEL/ QUANTITY Of #5 BAR AT S-SOUD LINTEL. I I LOWER UNTEL CAVITY [8x1 6-P-1 L/1IU] NOMINAL WIDTH J ` QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER UNTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'U DETAIL 'M' (1)#5L (1)#5U DETAIL'N' DETAIL V &'M' 7-10" 1'-6. PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 7-7' 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'-b" 3'-7' PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6'-7' PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 74r 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 6-0" 61-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-7' PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'-V 101-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 101-8" 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" 12'4" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 l f-g' 12'-8" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 14'-8" 13'4' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1948 1948 1093 1591 (2) No. 4 164' 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 2 No. 174' 16'4T" PRESTRESSED (2) No.3 (2) 7/16strand + 1368 1368 771 1264 2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 2 No.5 21'-4" 29-a' PRESTRESSED (2) No. 3 (2) 7/16 strand + 877 877 501 966 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 2 No.5 (2) 7/16 strand + F2*; 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 TYPE DESIGNATION P - PLAIN UNTEL/ r QUANMY OF #5 BAR AT S-SOLID UNTEL I LOWER UNTEL CAVITY [8x1 6-P-1 L/1 U] NOMINALWIDTH] J `QUANTITY Of #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTEL TYPE UNTEL 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 SOLD #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 7-r z-al PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'4" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4D32 10000 8687 9503 N-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 N-8" 31-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 51-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6'-8" 54' 51-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7'4r 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'4r 8'4" 81-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL "D7" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ -7 T' QUANTITY OF #5 BAR AT S-SOLID UNTEL I I LOWER LINTEL CAVITY [8x1I6-P-1L/1IU] NOMINAL WIDTH J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 5TH EDITION (2014) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000ps) 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 ks) 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A II II 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD)f2" (SEE SCHEDULE) 2" OPLANUS � D -R STRUCTURAL 'STIRRUPS AT 4'-0"cc 00 B`o M OR WELDED) LLn TOM BARS 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 LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" 2" -ago 11 M 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REG-D. PER STRUCTURAL PLAN 7/37' STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE BEARING OF 8 (WITH A MINIMUM ACCEPTABLE BEARING OF 4 NOTES: PER FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL - 1.5" R606.14 OR FLORIDA BUILDING CODE 5TH EDITION (2014) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4" SECTION 2104.1.5 3. STANDARD FOR REINF. STEEL - ASTM A615 4.2 DESIGNER LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AREGREATER AWAY FROM THE FACE OF THE SUPPORT PRECAST CONCRETE 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. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#51. (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-7' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4-9' 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-7' 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 514" 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 61-6" 5'-7' PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6'-7' PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 74' 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 81-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-7' PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 124" 10'-8" PRECAST (2) No. 3 2 No.5 2436 2436 1727 2436 12'-6" 11'-2' PRECAST (2) No. 3 2 No.5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 ILLS 1974 (2) No. 4 164' 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) 7/16 strand+ 1698 1698 944 1546 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 (2) No.5 20'-0' 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 2) No. 5 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 1167 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 (2) No.5 (2) 7/16 strand + 24'-0 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 TYPE DESIGNATION P - PLAIN UNTEL/ QUANTITY OF #5 BAR AT S-SOLD UNTEL LOWER UNTEL. CAVITY [I8x1 6-P-1L/1IU] NOMINAL WIDTH) J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER UNTEL 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)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 31-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4%U' 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'4' 2'-1W 2'-6" PRECAST (2) D4.5 WIRE (2) N0.3 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 51-9" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-8" 54" 51-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7'-8" 6'4" 61-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 91-8" 8'-4" V-91 PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION P - PLABI LBITEL/ RANTITY ff ✓q BAR AT S - = LNU rL11M LINTEL CAVITY [8x1I6-P-IL/IIU] IUmIAL WITH]J `-gMN m IF #5 BAR AT MOO NOW UPPER UNIFL CAVITY 0 0 0 UNIT '2386' - 1ST FLOOR PLAN 1 /8" = 1'-0" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE UNTEL 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 SO #5 #5) U U (Oj L L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL 'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'4' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-.U' 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-7' 2'-10" 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'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 5'4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 64' 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 91-8" 8'-4" 81-01 PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 n AT1 IInAII nrr AT. 11-. n T. nn/`n n T. Ilnnll 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 SOLD #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##S11UU0LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'W &'DP' DETAIL'DQ' 3'-8" 7 " 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-0" 2'-W 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4'-7' 2'-10 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4'47' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4'-8" 3.4. 314" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 5'-4" 5-T PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7-8" 6-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1M2 1 2996 1 1183 2844 TYPE DESIGNATION P - PLAIN LWIE1J rUNTITY IF #5 BAR AT RR S - San UE. -1 I UM OM CAVITY [8x1I6-P-IL/IU] AL 10111VmTHJ `BIYNIITI' IF #5 BAR IT WOK HEM UPPER U WEL CAVITY TYPE DESIGNATION P-PLAIN UNTEL/ QUANTIT Y OF #5 BAR AT S-SOLD UNTEL -1 I LOWER UNTEL CAVITY [8xl I6-P-1 L/1IU] N.M. WIDTH) J ` QUANTHY OF 15 BAR AT NOMINAL HHGM UPPER UNTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type LAIN OLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'0 Precast 1041 3358 W4' Precast 858 2635 4$" Precast 810 2459 514, Precast 663 1940 5'-10" Precast 583 1624 6'-6' Precast 486 1396 7-6" Precast 403 1134 7'-8" Precast 392 1100 81-0" Precast 363 1037 8'4" Precast 318 981 914, Precast 222 772 101-6" Precast 156 600 II'41 Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-V Precast 82 475 14'0 Precast 71 429 14-8" Prestressed N.R. 417 151-4" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20' 0 Prestressed N.R. 167 21'4' Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended W p Z a LL U) o 5 0 H N w 0 w QUO Ow gQ L) WZ_W � J W Q NW m CO .. O co Q =ONZ 0Z, LIB Q F- Wp P; F-Z _ F- �a'. 1 Q W } Z != T. 1�� n K Z W F- O W W -' >` W p F- O UZ'nU QWO.. mZ=Z •,' I-- • tk:.... -W W CO F- F- W LOh E W •= '0 11 U 7 M cal in V -Q -a a0 m M A� O w W D i ch _ Q$ 0 LL $ Q �nVn`) w QN c L E 7W Q m V ^ a u �C-' III/`) W W W w W~w w QM Z QY° W:D LLOJO 3 V13L (n0' CY- zwo9zzw�o'°wOOm v O z wzww-�Q� °2 F- 0�zQOzO2Oa �Wu-aQ �0W9 O=OQQQ LL O �z LL >j 0 Z W O F- / U) q M Q u) (M P- ti I-w�M Q Q 00 Z CU F- w W J0 0 co O 04 1 N 0 i2 L C) O uw) O Z Z Z 0 cLu-Q wWfq (Wjoro Q >_ Lu O12=Q W U. Z W F- F- oD O Q Q [=�F-=Z v Z 3 J Z rn Vw 0 M Z IX a. Z Z W 00 Og2<W O Q M U L0 z z z N � z U v O a. m i< of Ir S 12-2386 N (Y) LAST PLOT DATE May. 23, 17 O STRUCTURAL J i DETAILS t� Q Cn -Cu O U L < USP Connectors > < Cross Reference > 0- USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report Q) 0-O o Stock No. Product Approval No. Basis Stock No. Product Approval No. Basis �cc� LL .CM V O N Q Q O Q C)?� � .0 C)O .� VJ Q W z O Q �J U O V! U O L LLI ¢ z z W J J d SHEET NO. PA 1.0 A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 H D216 FL17232.3 ESR-3445 H U216 FL10655.29 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET O LL HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 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 if HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 they 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 th CU ICU e HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 QL CL HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 2_622 Q HD0410 FL17241.5 ESR-3444 HUC0410 FL11468.11 SIM200804 HGAI OKT FL17236.6 ESR-3448 HGA10KT FL11470.4 SIM200803 HGAMIOKT FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 Clopay Building Products Residential WindCode Doors VIA (16X7) FL15279.102 +37.0/-41.0 psf HTT5 FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single 8 Pairs of Doors FL11537.1 N/A (see inst sht) HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/-55.0 psf HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10855.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 LSTA36 FL17244.18 ESR-3455 LTT20B FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTT131 FL11496.3 ER-130 LTS206 FL17219.3 ER-0200 LTS12 FL10458.29 ESR-2613 LTT131 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 LUGT2 FL17240.2 ESR-3447 A34 FL10446.3 ESR-2606 MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 MP34 FL17244.23 ESR-3455 LS50 FL10446.16 ESR-2606 MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MTW18 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 PAU44 FL17239.13 ESR-3449 FGTR FL11473.2 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 PHD2A FL17219.4 ER-0200 H1 FL10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613 RS150 FL17244.27 ESR-3455 H 10A FL10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 APPLICANT SIGNATURE DATE U) RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 U CU RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 RTS FL17236.11 ESR-3448 H8 FL11470.3 SIM200803 RT7 FL17236.11 ESR-3448 SP1 FL10456.41 ESR-2613 RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613 RT8A FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 ESR-3455 � .,P6 FL10456.44 E R-2613 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 O ICU SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTB FL17244.32 ESR-3455 SPHS FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SPTHS FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 FL11468.10 SIM200804 THD28-2 FL17232.17 ESR-3445 HD08-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 m THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 THD612 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 THDH414 FL17232.18 ESR-3445 HHETA20 FL11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 UPHDB FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 product approval number for any of the applicable listed products. t. EXTERIOR DOORS A. SWINGING ThennaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThennaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf ThermaTru Fiber Classic /Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors WG (8X7) FL15279.85 +38.0/-42.0 psf 2. WINDOWS B. HORIZONTAL SLIDER General Aluminum Company Series 1580i1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 1550l1570 FL15278.4 - FL15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Undertayments FL21675.1 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A Florida Metal Products, Inc Vent RV10 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16568.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.16 N/A F. OTHER 6. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storrs Panels FL15076.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psf All American Shutters Galvanized Steel Storm Panels FL17869.1 N!A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see cha rt ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber- TJI FL1630.1 - FL1630.11 N/A Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8LT, PSbox8LT(5-5/8) FL5450.1 N/A Powers Steel, Inc. PowerBOXB Lintels FL11383.1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of W C_ Cn _CU W v O }, W 0 1- 0 1✓ CUCL Florida Department of Business &Professional Regulation Page 1 of 2 Department of Professional Florida Dttf Business& Pfil Regulation Page 1 of 1 I (n Building Codes and Standards 1/9/2017 Building Codes and Standards 1/92017 CU CU (n Florida Department of Business & Professional Regulation Pagel of 0 Product Approval Application Detail Product Approval Application Detail Building Codes and Standards 1/9/2017 c Q L_ -0 FL#15000-R2 Product Approval Application Detail 0 �- FL#15225 R3 O Code Entityor Date Date Date Pending Date Code Versio Manufacturer Enti or Contatt Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status FL#15332-R3 Products CIO O � 4-- ICU Ca Type Versio Manufacturer Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved Status � j Revision 2014 Thermo-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06l28/2015 06/13/2015 07lt ri/2015 Approved Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmdmg, t, P.E. Ryan J- KP.E. 06/2&2015 05129/2015 07/05/2015 08/19/2015 Approved Seg�t Product Model, Number Name Quality Assurance Product Description Contract Expiration Data Approved for Use Approved In HVHZ for Use Outside HVHZ Impact Resistant Design Pressure � 0 >` Category'. Exterior Doors 296.1740 Management Institute 767-6555 Category: Exterior Doors (419) 298-1740 PE•43409 ($13) 767.8555 or 0 L SubCategory: Swinging Exterior Door Assemblies (419) (813) Subcategory: Swinging Exterior Door Assemblies rickvv@rwbldgconsultants, 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OK 12131/2017 No Yes No WA (n to _ N 0 Q Compliance Certification Mark rick-A@rwbldgeonsuttants, Compliance Method: Evaluation Report from a coin XO, XX 9 ; ot; � I �� d.Z Method: or Listing com Florida Registered Architect or a Licensed Florida 5 SERIES 420 ALUMINUM SGD REINFORCED MINU SERIES 420 ALUMINUM SGD REINFORCED XXX 12/31/2017 20 AL No Yes No WA n vJ FL#15225-R3 Products Professional Engineer 143&quotx96" -� 7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 12131;2017 No Yes No N/A Quality Assurance Approved for use Approved for Use Impact Design 146"x96" sea # Product Model- Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure FL#15000-R2 Products 8 SERIES 4301440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 12/31 YZ017 No Yes No WA 5 e. &quotSmooth-Star&quot and &quotBenehmark by 618 and 810 Opaque and Glazed Fiberglass Door wroth 12/31/2021 No Yes No WA Quality Assurance Approved for Use Approved for Use Impact Desion 143"z80" NON -REINFORCED Therma-Tru&quot and without Sideldes. Inswing and Oulswing Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 9 SERIES 430/440 REINFORCED ALUMINUM SGD SERIES 4301440 REINFORCED ALUMINUM SGD 12131/2017 No Yes No WA 6 f. &quot,Premium Series", "Construction 618 and 8/0 Opaque and Glazed Steel Door with 125112021 No Yes No WA 1 a_ "Fiher Classic&quot or &quotSmooth-Star&quot, &quotNon-Impact&qunt; Opaque 12Y31Y2018 Yes Yes No WA XXX 143&quotx96&quot Series&quot and &quotBenchmark by Therma-Tru&quot Transoms. With and without Sidelites. Inswing and Door with & without Sid ing (. O Door it - OrRswing CX. OX with Transoms Outswing figu a or XO, OXO, XX OXXO Configurations) Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9n017 Florida Department of Business & Professional Regulation Page 1 of 2 Product Approval Application Detail Building Codes and Standards 1M2017 Florida Department of Business & Professional Regulation Page 1 of 1 FLut52rs R4 Building Codes and Standards 1110rz017 Product Approval Application Detail Pp 2W Entity or Ra gig Date Pending 201 Product Approval Application Detail Tye Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15217-R4 Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pfuehler 06/12/2015 03/19/2015 06/21 /2015 FL#11537-R6 Code Entity or � �jg Date Pending �g Approved Tvce Versio Manufacturer Contact Eno ineer&License Validated By ValidatedSubmitted FBC Approval Approved Status Category: Exterior Doors (513) 770-6062 Inc. (513) 519 6566 Code Entity or i jig Date Pendina PM Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 08/30/2015 06/25/2015 07/ XMI5 08i1912015 Approved Subcategory: Sectional Exterior Door Assemblies nwmsterfield@clopay.com jypg Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Compliance Method: Certification Mark or Listing Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLG Ted Berman, PE 07l2112015 07I21/2015 07/27/2015 Approved Subcategory: Single Hung bsitlinger@mrvrd.lxm FL#15279-R4 Products Category: Exterior Doors (641) 423.1334 (305) 868.4707 Compliance Method: Evaluation Report from a Subcategory: Exterior Door Components neison_kraschel@doorgro Florida Registered Architect or a Licensed Florida Quality Assurance Approved for Use Approved for Use Impact Design, Compliance Method: Certification Mark or Listing up.com Professional Engineer Sect # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-2F151: 84A, 94, 73, 75, 1500, 190. 76, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/2112028 No Yes No +30 PSF/32 FL#11537-R6 Products FL#1521T-R4 Products 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE&#174, W5 Garage Door PSF Quality Assurance Approved for Use Approved for Use Impact � Design �_ Quality Assurance Approved for Use Approved for Use Im poet Design 428, 55S, GD5S, G05SV, GRSS, GR5SV, AR5S, AR5SV, Sao# Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure SIX!# Product Model- Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure ED5S, EDSSV 1 607E 707E 727, 747E and 847 Single and Pairs of Doors Flush, Glazed, and Lowered single and pairs of 12f31/2017 Yes Yes Yes N/A 4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 12131/2017 No Yes No WA hollow metal doors 5 SERIES GA 195 ALUMINUM SH SERIES GA 196 ALUMINUM SH NI 54X72 1213112017 No Yes No WA 53 053 W5-16 PAN-21`153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga_) Double -Car (92' to 160" 05/2112028 No Yes No +30 PSF/-30 2 M- CM, and G Series Frames Three sided and four sided single and pairs of 12/31/2017 Yes Yes Yes WA 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 No Yes No WA 4RSF, 6RST, 6RSF, 48, 42; 55, 48B, 42B, 55S, GD5S, wide) WINDCODE&#174: W5 Garage Door PSF frames Tansom frames 8 SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM TRIPLE SH NI 12131/2017 No Yes No WA GD5SV, GR5S, GR5SV. AR5S, AR5SV, ED5S, ED5SV CONTINUOUS HEAD AND SILL 108X72 NON IMPACT 85 085 W6-09 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 486, Steel Pan (min. 25 ga-) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +38 PSFI.42 9 SERIES GA 195 ALUMINUM TWIN SH SERIES GA 195 ALUMINUM TWIN SH NI 12/3112017 No Yes No WA 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WI NDCODE&#1 74, W6 Garage Door PSF CONTINUOUS HEAD AND SILL 88118X72 102 102 W6.16 PAN-21F153 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga_) Double -Car (97' to 16'2" 05/21/2028 No Yes No +37 PSFI.41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) WINDCODE® W8 Garage Door PSF Florida Department of Business & Professional Regulation Page 1 of 3 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1r9/2017 O Building Codes and Standards 1&2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1WO17 I■ � Product Approval Application Detail FL#15278-R4 Product Approval Application Detail FL#1520e-R2 Code Entity or Date Date Date Pending Date TVersio Manufacturer Contact Enalneer& License Validated BY Validated Submitted FBC Approval Approved Status FL#15333-R2 Code Tyne Versio Manufacturer Entity or &License Validated By Contact Engineer Date Validated Submitted Dd Date Pending FBC Approval Dateyne Approved us Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M Unch, PE 09/0112015 08/120 3115 09/0512015 10/16/2015 Approved Affirmation 2014 MI Windows and Doors Brent Stinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 0413012075 05/10/2015 Approved Category- Windows (717) 365.33100 PE-62514 (717) 317.8454 Coe LYpS Versio Manufacturer Entity or Scgnl�l Engineer & License Validated By � ate Validated Submitted Date Pending FBC A22L9yal 08% Ad�oroved Category: Windows (717) 385-3300 PE-82514 (717) 317-8454 Subcategory: Fixed Compliance Method: Evaluation Report from a bsitlinger@miwd coin Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M Urich, PE 06/29l2015 06/19/2015 07105QO15 08119=15 Approved � - Subcategory: Horizontal Slider bsithnger@m wd.00m Florida Registered Architect or a Licensed Florida Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Compliance Method: Evaluation Report from a Professional Engineer subcategory: Mullions bsitlinger(@miwd.com Florida Registered Architect or a Licensed Florida Compliance Method: Evaluation Report from Professional Engineer FL#15278-R4 Products Florida Registered Architect or a Licensed Florida FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Design Professional Engineer Quality Assurance Approved for Use Approved for Use Impact Design AISKE 4 Product Model- Number or Name SERIES GA 195 ALUMINUM PW Product Description Contract Expiration Date SERIES GA 195 ALUMINUM PW NI 96X48 FIN 12/31Y2017 in HVHZ Outside No HVHZ Yes Besistant No PCessure NIA FL#15333-R2 Products ,f�e9, Product Model- Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 1213112017 No Yes No NIA Quality Assurance Approved for Use Approved for Use Impact Desigp 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 1213l/2017 No Yes No WA FLANGE Sea # Product Model. Number or Name Product Descri2= Contract Exeiration Date in HVHZ Outside HVHZ Resistant Pressure 72 `Xa4 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 12Y.i1/2017 No Yes No WA 7 1445, 5347 AND 5547 VERTICAL MULLION 1445, 5347 AND 5547 VERTICAL MULLION 12G112017 No Yes Yes WA 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 1213112017 No Yes No WA FLANGE 72X54 8 SERIES GA275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12/3112017 No Yes No NIA 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER ES GA 198 ALUMINUM XOX HORIZONTAL 12i3112097 No Yes No WA N! 72X72 FIN 4 SLIDER 108X48 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 196 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No WA 9 121E5 GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PW NI 72X7 FIN 12/3112017 SE No Yes No NIA Cn ^' W SLI DER V ) 0 CU 0 0 0_ U Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 2 Cn 1..1.E Building Codes and Standards 1/9/2017 Building Codes and Standards 11SV2017 Building Codes and Standards 1/9rz017 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail LN ICU FL#13192-R4 FL#15272-R1 FL#5444-R10 Code Entity or Date Date Validated Submitted Date Pending FBC Approval Date Approved Status code Tvoe Versio Manufacturer Entity or Contact Engineer &License Validated By 2& 249 Validated Submitted Date Pending FBC Approval Pa Approved Status 0R Type Ye_io Manufacturer d�LQr Contact Engineer &License Validated By 20 � Validated Submitted Date Pending PBC Approval � Approved Status Type Versio Manufacturer Concoct Engineer &License Validated By Revision 2014 James Hardie Building Products, Inc Pingsheng Zhu Ronald 1. Ogawa John Southard, P_E 08/28/2015 08/17/2015 09107/2015 10116=15 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J King, P.E. 02123/2015 02/1912015 031010015 04/15/2015 Approved Revision 2014 CertainTeed Corporation -Roofing Mark Harrier Robert Nreminen John W Knezovbh, PE 12114Y2016 12108=16 12115/2016 Pending FBC Approval Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767.6555 Category. Roofing (610) 6515847 PE-59166 (954) 772-6224 Subcategory: Siding pingsheng.zhu@jameshar SubCategory: Soffits nthompson@alsde.com Subcategory: Asphalt Shingles mark d.harner@saint-gob Compliance Method: Evaluation Report from a die.00m Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a ain com Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer Professional Engineer ICU FL#13192 R4 Products FL#15272-R1 Products W FL#5444-R10 Products Quality Assurance Approved for Use Approved for Use Outside HVHZ Impact Design $Sg.� Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved m V Outside H t12 for Use HVHZ Impact ResfRR giant Design �LE£�-S �1 ualitif Assurance Approved for Use Aooroved for Use �t �ISB 48119.9 Product Model. Number or Name Product Description Contrast Expiration Date fiber lop 01101f2018 1ll.r+vl,¢ Yes Yes $g�e01 WA pressure WA 1 a. "2T&quoit Soffit Vent or Solid Vinyl Soffit 1213112018 No Yes No WA sec # Product Model. Number or Name Product Description Contract Exgi on Date In HVHZ Outside HVHZ Resiflitant Pressure Q 1 2 Cemplank Lap Siding Hardieolank Lap Siding -cement siding fiber-oement lap siding 01/0112018 Yes Yes WA WA 2 b- "Alfiance T4&quota Soffit Vent or Solid Vinyl Soffit 12131/2018 No Yes No WA 1 CertainTeed Asphalt Roofing Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes N/A WA Z ■ architectural asphalt roof shingles J Z Q J SHEET NO. PA 101 FL#12329-RI Products SSer _# Product Model, Number or Name 6 No. 15 UL Florida Department of Business & Professional Regulation page 1 of 3 Building Codes and Standards 1/912017 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use impact Desian Product Description Contract Extilration Date in HVHZ Outside HVHZ Resistant Pressure Asphalt saturated organic felt 01/07/2019 No Yes NIA NIA Search Criteria Code Version: 2014 FL # 12328 Application Type: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Numbar or Name: ALL Product Description: ALL Approved for use in HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL FL#2075-R7 Code TV- Versio Manufacturer Affirmation 2014 Florida Metal Products Inc. Category: Roofing Subcategory: Roofing Accessories theft are an Integral Part of the Roofing System Compliance Method: Evaluation Reportfrom a Product Evaluation Entity FLXW75-R7 Products 229.9 Product Model. Number or Name 1 RV10 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 119r2ot7 Product Approval Application Detail Entity or Date Date Date Pending Date Contact Enaineer & License Validated By Validated Submitted FBC Approval App(4yed status Clark Jones Miami -Dade BCCO - EVIL Miami -Dade BCCO - VAL 0212712015 02/27/2015 03109=15 Approved (904) 783-8400 (786)315-2590 clark@flarico,com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure RV1O ALUMINUM RIDGE VENT 0113112018 Yes Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 119t2017 FL#7649-R9 Code Entity or Date Date Date Pending Date Type Versio Manufacture contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Boral Roofing I MonierL4etile Thomas Jemrneft ICC Evaluation Service, LLC Gary W Walker 09/10=15 08/25/2015 09120/2015 Approved Category: Roofing (602) 269-2288 (205) 85"160 Subcategory: Roofing Tiles thomas.iemmett@boral.co Compliance Method: Evaluation Report from a m Product Evaluation Entity FLWN9-R9 Products Quality Assurance Approved for Use Approved for Use Impact Desion S" # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVIi2 Resistant Pressure 13 Saxony 700 - Shake, Slate & Split Shake Flat Profile - Stockton 12131/2018 No Yes WA NJA 14 Saxony 900 - Country Slate, Shake & Slate Flay Profile - Henderson 1213112018 No Yes WA NiA 15 Saxony 900 - Country Slate, Shake, Slate & Split Flat Profile - Lake Wales 12131i2018 No Yes NIA NiA Shake 16 Saxony 900 - Hartford Slate, Split Oki English Thatch, Flat Profile - Stockton 12/3l/2018 No Yes NIA NIA Shake, Slate, Country Slate 24 Villa 900 Medium Profile - Lake Wales 12/31/2018 No Yes NIA N/A 25 Villa 900 Medium Profile - Denver 12/31/2018 No Yes N/A NIA 26 Villa 900 Medium Profile - Stockton 12/31/2018 No Yes N/A NIA FL#12eWR5 Code TV- Versio Manufacturer Revision 2014 Town and Country Industries, Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#12856-R5 Products Sea # Product Model. Number or Name 1 0.050&quoti Aluminum Storm Panel 2 "Safety Edge&quota Storm Panels 3 24ga Steel Storm Panel 4 Aluminum Hinged Storm Panel Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1IW2017 Ent or Date Date Date Pending Date contact Enolneer & License Validated By Validated Submitted FBC Approval Approved Stairs 1 06/22/2015 Approved Tom Johnston Frank I. Bennardo ORLANDO L BLANCO, 04/29r2015 04/28/2015 05104120 5 pp (954) 493-8551 PE-0046549 PE. tomjatc-alum.com (305) 51 M531 ate_ v ' c_ 0.050&quot, Aluminum Storm Panel with Optional 12W12018 No Yes Yes NIA Clear Panels "Safety Edge" Storm Panels, 28ga 12131Q018 No Yes Yes +541-54 (0.018"") Steel, 0.022&quat, Alum (Pert and Non-Perf), Clear Polycarb (Full and Halt} 24ga (0.0232&quota) Steel Storm Panel with Optional 1251/2018 No Yes Yes +100/-100 Clear Panels -050&quot, Aluminum Non -Porous Hinged Storm 125112018 Yes Yes Yes NIA Panel FL#21675-RO Code jypg Versio Manufacturer New 2014 HomeGuard Building Products, Inc. Approved Category: Roofing Subcategory: Underlayments Compliance Method: Evaluation Report from a Product Evaluation Entity FL#21675-RO Products S_ge _# Product Model. Number or Name 1 ToughSkin Synthetic Underlayments FL#17202-Rt Code jyp Versio Manufacturer Revision 2014 Lomanco, Inc Category: Roofing SubCategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17202-R1 Products Sell # Product Model. Number or Name 1 Deck -Air— DA-4 2 OmniRidge&#174, PRO Vent PRO4-N FL#15076-R3 jygg Versio Manufacturer Revmon 2014 Global Protection Products, LLC- Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R3 Products §W Product Model. Number or Name 1 20 Gage Galvanized Steel Storm PaneWHVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL#15076 R4 Code Ty Versio Manufacturer Revision 2014 Global Protection Products, LLC Category. Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R4 Products Seq # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm PanelsiNHVHZ F111786" Code Type Versio Manufacturer New 2014 All American Shutters and Glass Category: 15�hutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17869-RO Products Selo # Product Model Number or Name 1 22ga, 24ga Steel Panels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of t 2I62a17 Entity or Date Pik Date Pendina pate Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status John Cheslak I ntertek Testing Services NA, IntertakTesting Services 02101/2017 0112512017 02103r2017 (904) 240-1382 Inc. NA, Inc. john-cheslakhgwnap.co (604) 520.3321 m Quality Assurance Approved for Use Approved for Use impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure ToughSkin 15, ToughSkin 20, ToughSkin 25„ 01/0112018 No Yes NiA NIA ToughSkin 30, ToughSkin 50 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 il10)2017 Entity or Date Pend Ina contact Enaineer & License Validated By Validated submitted FBC Approval Approved Status Andrew Carter James L Buckner, P E. Steven M Urich, PE 0510112015 05101/2015 0511012015 06/2212015 Approved (501)982-6511 PE-31242 (717)317-8454 acarter@manco.com Product Description Low Profile, Polypropylene Plastic, Roof Vent Mechanically Attached' Plywood Deck Molded Plastic, Roof Ridge Vent Mechanically Attached to OSB or Plywood Deck_ Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 0711012019 No Yes No +97,5/-97,5 07/10,12019 No Yes No +N/AI.165 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of t 1,S12017 Entity or 2= pyjg Date Pend Ina pig Contact Engineer & License Validated By Validated Submitted FBC Approval Aporoved Status Tim Robinson Walter A. Tillit Jr, P.E John W Knezevich, PE 05/06/2015 04f2412015 0511IM15 06123t2015 Approved (954)689-7545 PE-44167 (954)772-6224 fim. robinson@gppent.com Quality Assurance Aporoved for Use Approved for Use Impact Design Product Description Contract Fxoiration Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12/3112017 Yes Yes Yes NIA or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/31I2017 No Yes Yes N/A or not by tracks to provide hurricane protection. Entity or Date Date Date Pendina Date Contact Enaineer & License Validated By Validated Submitted FBC Aaaroval Approved status Tim Robinson Walter A. Tillit Jr., P.E. John W Knezevich, PE 12/21/2016 12121/2016 Validated (954) 689-7545 PE-44167 (954) 772-6224 tim. robinson@gppentcom Quality Assurance Approved for Use Approved for Use Impact Desian Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 1213112017 Yes Yes Yes NIA or not by tracks to provide hurricane protection Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes NIA or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page t at 2 119.2017 Entity or ig Data Pend Ina pjrt sigmet Engineer & License Validated By Validated Submitted FBC Approval Approved Status Milne Barbieri Frank L. Bennardo, RE Jorge A. Pomerantz, P.E 07/03r2015 07/03/2015 0711012015 08/1812015 Approved (561)712-9882 PE-0046549 (954)394.8521 mike b@al la mericanshutte rs.com Product Description 22ga, 24ga Steel Storm Panels Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 119/2a17 FL#5219-R3 Code Entity or Date Date Date Pending Date jypg Versio Manufacturer Contact Engineer & License Validated By Va FEIC Approval Oporayed status Revision 2014 Thompson Architectural Metals Company, Inc, Scott Brown James L. Buckner Steven M. Urich, PE O5/01/2015 04/2912015 05/10/2015 06/2312015 Approved Category: Roofing (813) 248-34 PE-31242 (717) 317-8454 Subcategory: Roofing Accessories that are an fivandation@yahoo.ccm Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5219-R3 Products SS_ # Product Model. Number or Name Product Description Quality Assurance Contract Exoiration Approved for Use Approved for Use Date in HVHZ Outside HVHZ impsigj Desian Resistant Pressure i 1- "Flat Top OR Ridge Vent with Baffle for Tile" Minimum 26 Gauge Steel, Nominal 4&##39;, 6, 12/3112019 No Yes No N/A 8', or 10&##39, Wide Off Ridge Vent Attached to Wool Deck 2- "Round Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4, 6', 1261/2019 No Yes No NIA Tile" 8039;, or 10&#39, Wide Off Ridge Vent Attached to Wood Deck 3 3- &quotStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal4', 6', 12/31/2019 No Yes No N/A for Shingles&quot 8&939;, or 10&A#39, Wide Off Ridge Vent Attached to Wood Deck FL416588-R1 Code Tv- Versio Manufacturer Affirmation 2014 O'Hagin Manufacturing, LLC Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Certification Mark or Listing FL#16588-Rt Products Seg 9 Product Model Number or Name 1 O'Hagin&#39,s Cloaked Vent Tile FL#15088-RI Code Ulm Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters Subcategory: Fabric Storm Panel Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15080-R1 Products Sea # Product Malel. Number or Name 1 GPP FABRIC SHUTTER -SERIES 2000 FL#1999-R5 Qft TWO Versio Manufacturer Revision 2014 ITW Building Components Group Inc. I Paslode Category: Structural Components Subcategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1999-R5 Products Sea # Product Model. Number or Name 1 ITW BCG Higher Strength (H & S) 2 ITW BCG Hinge Plate 3 ITW BCG Trulox 4 ITW BCG Wave Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/102017 Entity or contact Enaineer & License 2& 2& Date Pending Validated By Validated Submitted FBC Approval 211112 Apprillyed status Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06/1712015 06P2512015 Approved (707)872-3620 (305)868-4707 gdanieLs@ohagin.com Quality Assurance Approved for Use Approved for Use impact Desian Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Attic Ventilation Product for tile roofing applications 0410412018 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 11912a17 Entity or Date Date Date Pending Data Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved status Tim Robinson Waiter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/2412015 05/0°J2015 06123=15 Approved (954) 689-7545 PE-44167 (954) 772-6224 b m, robinson@gppent.com Quality Assurance Approved for Use Approved Im for Use a Design Product Description Contract Expiration Date In HVHZ Outside HVHZ � Pressure Coated Polyethylene Fabric Panels retained by tracks 12131/2017 No Yes Yes N/A or direct mounted to provide hurricane protection. Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/902017 Product Approval Application Detail Entity or 20 21jg Date Pendina 291 Cortiag Enaineer & License Validated By Validated Submitted FBC Approval Approved Staves Stuart Lewis [CC Evaluation Service, LLC William M. Ranieri, PE 03/25r2015 03/20/2015 03129.12015 Approved (847) 918-6473 (407) 681-1917 slew s@alpineitw.com Quality Assurance Approved for Use Approved for Use Impa Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Metal Connector Plate 12131/2020 Yes Yes WA WA Metal Connector Plate 12131/20M Yes Yes NIA NIA Metal Connector Plate 1213112020 Yes Yes NIA N/A Metal Connector Plate 12131/2020 Yes Yes N/A NIA N N to —Cu }. U CL s` O N Q- O CU 00— .� � c cu 0 U_ O C113 Q .� E a) Q a CUO Q .� -�*^^ vJ Q f =I, E Z Z W J U) CU 0 f� iD If�^ v / 0 Clio 0 L Q U O cn CL (1) Cn MICU ICU V VL� W Q Z Z Q _I Q_ SHEET NO. PA 112. ,.I -en _ ME.--.�n:n 'III1111 r_ _iJ 1. I I .I r I I ----1 - -. it I I_ ""'�III�11 -IYR7„ TI.,11�_ I_-�I�IIIT"rTi '•I"�iJll rl -4-0 W to CU a) �J O W Q O ♦v Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 U .4— Building Codes and Standards 11912017 Building Codes and Standards 1/9n017 Florida Department of Business & Professional Regulation Page 1 of 1 =3 C Cl) Building Codes and Standards 1WO17 O U �O Product Approval Application Detail Product Approval Application Detail O -� Product Approval Application Detail L- O � 5-= Fl#2197-R5 FLsn6�w Ra C) LL Code Entity or 292 IDS Date Pending 20 Cotle Entity or 20 Date Date Pending 2M FL#1645-R4 C (Q Q �--� � (Q I= Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Staves Iypg Versio Manufacturer Contact Enaineer & License Vatidated By V la idated Submitted FBC Approval Approved Status Code Entity or � 29t Date Pending 201 C Q -0 Revision 2014 MiTek Industries, Inc- David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/3012015 06/1112015 07/05/2015 Approved Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27f2015 05106 2015 06/0212015 Approved IM Versio Manufacturer Contact Engineer& License Validated By Validated Submitted FBC Approval gpp(pyW status .� E 0 Category: Structural Components (314) 851-7480 LLC Category: Structural Components (541) 826-0200 Wood Association Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02(2015 Approved Cj) ty L t� L Subcategory: Truss Plates te9 rYl desert mil -coin 205 599-9800 � ( ) SubCategory: Engineered Lumber q ry: g robertta lar bc.com y @ (253) 620.7467 Category: Structural Components (541) 826.0200 Wood Association (/� QICU Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a SubCategory: Engineered Lumber roberttaylor@bc.com (253) 620-7467 CU Product Evaluation Entity Product Evaluation Entity Compliance Method: Evaluation Report from a .� VJ Ft.#2197-R5 Products FL#1644-R4 Products Product Evaluation Entity QualityAssurance Approved for Use Approved for Use Impact Design QualityAssurance Approved for Use Approved for Use Impact Design FI.#1645-R4 Products SN ## Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Seq# Product Model. Number or Name Product Description. Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Aporoved for Use Approved for Use Impact Design 1 M18SHS 18 ga. super high strength truss connector plate 12/31/2017 Yes Yes NIA NIA 1 Versa•Lam Laminated Veneer Lumber 01/0112035 No Yes WA N1A Seq ## Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 Mil 16 16 ga. truss connector plate 12f3112017 Yes Yes NIA WA 1 AJS Joists Wood 8quot;l&quota Joists 01101t2035 No Yes WA WA 3 MT18HS 18 ga. high strength truss connector plate 12131/2017 Yes Yes WA WA 4 MT20 20 ga. truss connector plate 12131/2017 Yes Yes N/A WA 5 MT20HS 20 ga. high strength truss connector plate 12/3112017 Yes Yes N/A WA Search Criteria Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 119n017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 FL#6527-R6 Florida Department of Business &Professional Regulation Page 1 of 1 Code Ent or Date Date Date Pending Date Product Approval Application Detail Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Building Codes and Standards 1WO17 Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P E. 07/0612015 05/12/2015 07/30/2015 Approved FL#158-R7 Category: Structural Components (253) 924-4084 (608) 839.1344 Product Approval Application Detail Subcategory: Engineered Lumber jim_anderson2@weyerhae Code Entity or Date Date Date Pending Date Compliance Method: Evaluation Report from a user.com Tare Versio Manufacturer Contact Engineer& License Validated By Valid Submitted FBC Approval Approved status Product Evaluation Entity Revision 2014 CAST-CRETE USA, Inc. Craig Parrirro Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 0311812015 Approved FL#1630-R8 FL#6527-R6 Products Category: Structural Components (813) 621.4641 (786) 315-2590 Cade Entity or Date Date Date Pending Date Subcategory: Products Introduced as a Result of cparnno@castcrete com Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Aoprovat Approved Status Quality Assurance Approved for Use Approved for Use Impact Destan New Technology Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P-E 07/M2015 05/12/2015 07/30/2015 Approved sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Compliance Method: Certification Mark or Listing Category: Structural Components (253) 924-4084 (608) 839-1344 1 iLevel Rim Board Structural Composite Lumber or Oriented Strand 0313l/2017 No Yes WA WA FL#158-R7 Products Subcategory: Engineered Lumber jim_anderson2@weyerhae 2 Microllam LVL board Rim Board Lam nated Veneer Lumber 03/3112017 No Yes WA WA Quality Assurance Approved for Use Approved for Use Impact Design Compliance Method: Evaluation Report from a user Com 3 Parallam PSL Parallel Strand Lumber r0313112017 No Yes WA WA See## Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVFIZ Resistant Pressure Product Evaluation Entity 4 TlmberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes WA NIA 1 High Strength Concrete Linteis 4, 6, 8, and 12 inch aide lintels 05/21/2016 Yes Yes WA WA FL#1630-R8 Products Quality Assurance Approved for Use Approved for Use Imp Design FL4111116527-R7 FL#158-R8 sa Product Model, Number or Name Product Description Contract Expiraton Date in HVHZ Outside HVHZ Resistant Pressure code Entity or Qom@ pig Date Pendino pg[g Code Endlyor 20 21M pate Pendino P= 1 TJI 110 Prefabricated Wood Ijoist 0313112017 No Yes N/A WA I= Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC AoprOyal Approved §Lalws Iygg Versio Manufacturer Contact Enoineer & License Validated By validated Submitted FBC Aooroyat approved Status 2 TJI 210 Prefabricated Wood I joist 03/3112017 No Yes N/A NIA Revision 2014 Weyerhaeuser Jim Anderson [CC Evaluation Service, LLC James A. Rothman, P E. 10131120,,E 10/2512016 11/05=16 Approved Revision 2014 CAST-CRETE USA, Inc, Craig Panino Miami -Dade BCCO - CER Miami•Oade BCCO - VAL 05/0612016 04/29/2016 05/0612016 Approved 3 4 TJI 230 TJI 3W Prefabricated Wood Ijoist =3112017 Prefabricated Ward I joist 0313IM17 No No Yes Yes WA N/A WA WA Category: Structural Components h P (253 924-4084 ) (808} 839-1344 Category: Structural Components ($13) (786) 315 2590 5 TJI 56C Prefabricated Wood I joist 03/3112017 No Yes N/A WA Subcategory: Engineered Lumber jirrl,anderson2@vveyerhae SubCategory: Products Introduced as a Result of ry: no@ca41 pa no@castcrete.com cparrino@castcrete.com 6 TJI/5600 Prefabricated Wood Ijoist 03/31M17 No Yes NIA WA Compliance Method: Evaluation Report from a user.com ch Pry Product Evaluation Entity CNew ompliance Compliance Method: Certification Mark or Listing FL#6527-R7 Products FL#158-R8 Products Quality Assurance Approved for Use Approved for Use Impa De£i9A Quality Assurance Approved for Use Approved for Use Impact Oesian s1191 Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 21611 Product Model. Number or Name Product Descriotion Contract Expimboltg in HVNZ Outside HVHZ Resistant PressuLe 1 Microllam LVL Laminated Veneer Lumber 03131/2017 No Yes WA N/A 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2017 Yes Yes WA WA 2 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes WA WA � 3 TimberStrand LSL Laminated Shand Lumber 03131/2017 No Yes WA WA 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes WA WA IN board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes WA WA Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1r52017 Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/9no17 Product Approval Application Detail Building Codes and Standards 1/9,r2o17 �+ Product Approval Application Detail Product Approval Application Detail FL#5450-R5 CIO FL#1774-1114 9991 Entity o pie pate Date Pending pate FL#11383-R4 Iypg Versio Manufacturer Contact Engineer & License Validated By Validated submitted FBC Approval Approved Status Code Entity or Contact Enoineer & License Validated By � 20 Submitted bmitLffi Date Pending FBC Approval gig Approved ss� Revision 2014 Powers Steel Inc. william powers Steven W. Schaub SAMUEL A 03/2612015 0312312015 03130/2015 06/23Y2015 Approved Code Type Versio Manufacturer Entity or on Engineer & License Validated By Dame a Date Pending Validated Submitted FBC Approval to Approved Status Jypg Versio Revision 2014 Manufacturer Commercial Concrete Products,lne Robert Gillis THUY H HUYNH Florida Engineering 07/03/2015 06/24/2015 08/20/2015 08/26/2015 Approved Category: Structural Components SubCategory: Products Introduced as a Result of (602) 437-1160 PE-60509 GREENBERG, P E, b ti@powwerssteel com (813) 645-0166 Revision 2014 Powers Steel Inc. William powers Steven Schaub SAMUEL A. 03/26/2015 03/23/2015 03/30/2015 06122/2015 Approved Category: Structural Components (813) 659-3707 PE-60122 Solutions New Technology Cat Structural Components Category: po 602 4 ( ) 37-1180 PE-80509 GREENBERG, PE, SubCategory: Products Introduced as a Result of precastgator@yahoo.com (352) 588-5311 Compliance Method: Evaluation Report from a Subcategory: Products Introduced as a Result of bill@powerssteel oom (813) 645.0106 New Technology Florida Registered Architect or a Licensed Florida New Technology Compliance Method: Evaluation Report from a Professional Engineer Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL06450-115 Products Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer FL#1774-R4 Products sea # Product Model, Number or Name Quality Assurance Approved for Use Approved Product Description Contract Expiration Date In HVHZ for Use Outside HVHZ Impact Resistant Design Pressure FL#11383•R4 Products Quality Assurance Approvedfor Use Approved for Use I act 1r.� Desion �!$_ 1 PSt>oxBLT, PSbox$LT(5-518) Powers Steel lintels are field assembled lintels 01/27/2017 No Yes WA WA =9 Product Model. Number or Name Quallri Assurance Product Description Contract Expiration Date Approved for Use Approved for Use in HVHZ Outside HVHZ Bit y Prssul8 Sea # Product Model- Number or Name Product Description Contract Expiration Date In HVHZOutside HVH2 Resistant Pressure consisting of preformed steel lintels combined with 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 05125=4 No Yes NIA WA concrete masonry units, grout, and steel reinforcing 1 PowerBOX8 Lintels Powers Steel Lintels are field assembled consisting 01101t2017 No Yes NIA WA 0 bars of preformed steel lintels combined with brick or 4" concrete masonry units, grout, and steel reinforcing bars. C V J O CIO O L Q -0-0 U O c U) CC m V Q V m w� z J z Q J a SHEET NO. PA 13 \,]'TRNTYIERD Certncw- of 0 sloo a`9503 January 1. 2015 RE: CerotiNcation of Independence, Florida F.A.C. Rule 61G20-3 To Whom it May Concern This letter serves to document the following in accordance with Ror)da FAC. Rule 61 G20-3: I . Exterior Research & Design, LLC. dibta Trinity I ERD does not have, nor does it intend to acquire or wig it acgtur'e, a financial Interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, I.I.C. &Wa Trinity I ERD Is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor wig acquire, a financial Interest in any company manufacturing or disvibuting products for which the evaluation reports are ban` issued. 4. Robert Nierninern. P.E. does not have, nor will acquire, a financial interest In any otter entity Involved in the approval process of the product. Please contact our office with arty questions. Sincerely, 1.01 Robert Niamminen, P.E. Florida Reg, i, so. S9166 Viw Pr.sdr - bnait EXTERIOR REHARCH a DIWON, LLC. 0rkt ■ Triolty$@RO - C6rtinCate of AwtAnriaaNea wim01 NAIi, 90 Tatar way , fens 200 . Rattle. WA 98104 . Pt (209) 467-0004 a Or (2116) 467-9940 EAST. 191 Chris".. atrast Uelt 13 . aarard, CT 46419 . Pr (261) 262-9242 - to (263) 262-y243 633.1 lip & Ridge, option 2: Shadow Ridge' """ i4•Pa7R a WEIa jr+saesa7sYtatafdai+ed6Jha awpisoaa rmair mauid6danrlear VT'RNWIEW LtYRwDpW"Wter I M, \------/A Eliktlwmdw Iig.wtlaR town ftnsidsh,mftatt*%raeJe rOur A664Odahome aoaaatapana Note: For ASTM 03161 - Gass F, use BASF SonofaWc NP 1 adhesive or Henkel PLO Polyurethane Rod A Flashing Sealant in accordance with manuhcturae's Instructions. 63.32 Hip & Rdr, option 2: Cache Crest, Cedar t'rest IR Use two fasteners per shingle. For the starter shingle, place fastener 2-kch from each side edge and about 2-khch up from the starter shingle's apoud butt edge. For each Poll Cep Crest sidnde, ph" f starers 34/44ndi up from Its Exposed bun edge and 1.4neh from each side Edge. , - a-- cl and D4sola, LLL t'alloOIr.fAYaMr.YNaaW @ORAL ROOFING Build something greet - BATTEN INSTALLATION r Battens tare to be fastened through the tatten and through the plastic pads. Locations of pads are marked with a target on top of the batten for ease of khstFdletion. Pads are boated 12' on center to allow IT or 24' on center as required per code and roof design. r Battens are to be fastened to the deck with cofrosio n-resistant fasteners. Batten fewashers are to be 8d rob, #8 - 2Anch wood screws at 24-inch on centers, or 2-Inch long 16 gauge SWISS with 7/16- inch crown at 124rnch on centers. Batten fasteners are to either penetrate 3/4-inch into the roof deck or fanning or tfriXigh the roof drack whichawrw Is bss. " EBS compatible save nws should be used to Insure proper elevation of save ours. TILE INOrFAL.LATION Basic wind speed )ass than 100 mph and with a mil rod height of 40 feet or Ins " Fasten Was to the battens only. Tie fasteners must completely penetrate the batten, but not penetrate the u nderkymard, dock or framing using the folowing recomenertded fastener laangths: bokoUa01t4Pat 36a2AN.6RN hs444-FA mvwmg;0310vms Plasticity Basic wind speed 100 mph or greater or mean roof height greater than 40 feet. = RWf taw must be attached in accordance with the 'Design Cbriskieratarls fix- High Wrid Application' In the Tie Roofing Irlstihrte FRI) Concrete and Clay Pool Tile - InslsleEbn Manual for Modehr- ete Climate RegkKa or the Florida Roofing and Sheet Metal ssoctetion (FWAV R) Concrete and Clay Roof Tile Installation Ms. r Tile fasteners are to either penetrate 3/4-inch Into the roof dock or framing or through the roof deck,whici)ever is lase. EBS USAGE RECOMMENDATIONS Cederrrte & Madera = 1201knew feet when courses are 9.25 to 10 inches (Each bundle eels 0.8 squares). r 1301hear fast when courses are less than 9.25 inches (Each Whets equals .738 squares). All other ties 4 80 linear fast when courses are 13.3 to 14 Inches (Each hurde equals 1.2 squares). r 90 linear feet when courses are 12.1 to 13.3 Inches {Each buntie equals 1.016 sclit"Ss). Usage may vary depending on tie course layout and adjustments for roof size. (`V_1 EXTERIOR RESEARCH a DESIGN, ree�wofAudwbcoar53= 3S3CHRINSTREET,UNITs19VTRNWIM OXFORD, CT 06478 PHONE: (203) 262-9245 FAX 1203) 262-9243 EVALOAT10111 REPORT CwtahtTud Corporation EvakoSdom Report 3532.00AS4ts 18 Moores Road FL54444PA Malvem, PA 19355 Dow of taatmnm-. 09/2v20d5 Revision 9: 03/06/201S $000C This Evaluation Report is Issued under Ride 61620-3 and the applicable rules and regulations gmvesnbg the ose of wristruction materials in tx State of Florida. The documentation submitted has been reviewed by Robert Manliness, P.E. for use of the product under the Florida Suffering Code and Florida Building Code, Residentlal Volume. The products described human have been evaluated for compliance with the Su' Edition (2024) FfoWa Building Code sections noted hereirL Datgirrlow CarnnTgd Asphalt Roo" Shingles. LAssmo: Labeling shall be In accordance with the requirements of the Accredited Quality Assurance Agency noted hash and RIC 1S07.2.7.1. Classroom t oaalkatie a This Evaluation Report is valid until such lime as the named product(s) charges, the referenced Quality Assurance documentation changes, or provisions of tux Code that relate to the product change. Acceptance of this Evaluation Report by the named dived constitutes agreement to notify Robert Nitenttxn, P.E. if the product changes of tx referenced Quality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report relative to updated Code requirements with each CodeCycle. Ativuiandem. The Evaluation Report number preceded by the words 'TrinkylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report Is displayed, than it shall be done In Its entirety. Mralsocrtore upon request, a copy of this entire Evaluation Report shall be provided to the user by the ma4nuiacturer or its distributors and shall be availeble for Inspection at the job site at the request of the Building Of idal. This Evaluation Report consists of pages 1 through 9. Prepared by: A. - k ,ilr I ls 4 c RobstrtLKfiUaimon,P.E. rs't-a , �v nObulnr.w+rrmoft-Ouw,a.rhrbaer,Re _ w PIL-.meats+. rree...er,..nw.rwar.rrw+sow Ffarfdit; Nonnti n No. 5914K Rondo MA AWASO x "r 4.".... ne..e.-a4mm.m.e.wh-v.r,r.dae= ,s,w.,rAaMwNAa,hMan.l..w ww,w.delme L TrirdtylERD does not have, nor does It Intend to acquire or will it acquire, a financial incorrect an any company manufacturing at distributing products Kevaluates. 2. TrwtylERD a not owned, operated or controlled byany company mast( ecttang of distributing producef it aVdWte3. 3. Robert Hlemi en, P.E dons not hue nor wo acahe, a tnnarX(o Interact in any company manufacturing or db~ng products for which the evaluation reports am being Issued, 4. Robert tsemosen, P.E. does not have, nor will acquire a financial Interest in any other entity Involved In the approval process of the product S, This Is a building code evaluation. Neither TrhdylERD nor Robert Ntemnen, P.E. are, in any way, the Designer of Record for any pmjoct an which this Evaluation Repot, or previous versions thereof, isit aw used for Permitting or design guidance unless retained specifically for that purpose. PAMM STS79A5 EVALUATION: 1. Scars: Product category. Roofing &645tegarlF Asphalt Shingles Campfhom 9tatiormo t: CdulnTeed Asphalt Rooting Shiglec, as Produced by C"InTeed Corporation, have demonstrated compaana with the following sections tithe Florida lik" t Coco and Florida Building Code, Res ileaWi Volume through testing in accordance with the folownt Stasdanh. Compliance Is subject to the installation "Warrants and Limitations / Conditions of Ins sold forth herein. 2. STAB ago= asom imam YAK 15D7.23, 11905.2A Physical Propenfes ASTM 03462 no 15071.71, Nw.2.&1 Wail Reeknnte ASTM D3161, am F 2009 1S07.2.7.% 11905.2,61 Wail Rne9umcs ASTM 07'Isi, Clan H 2008 3. r>e: ow DNMN§llgn !lam 20 ULITST 1710) ASTM D3161 94NKNU 05/1S/lm LLUST 1740) ASTM Will 99NKZM 11123/19% us. ITST 1740) ASTM D3161.. 03CA12702 OSAU2003 OLCM170 ASTM 02261 03CA12M2 wsuiirtm IAffST 1740) ASTh/D3161 MNKMM7 10An0rAss to(TST 1740) ASTM D3261 04CA21339 05124/2M ULM174M ASTIR 08161 04CA92986 12/03/2004 w(1ST 1740 ASTM D3261 061iIW70t9 O4/IS/Was UL(TST 1740 AS7M 111151 OSN)(JAM OS/12/20€B UL (f$T 1740) ASTM D3161 05G116778 OS%12/200 UL fiv 174M ASTM(13161 05NK149M 05n2410115 IA MT 17401 ASRM D3161 06/IK21300 0612212005 UL(IST1740} ASTM 03462 WIN 00121/1005 UL LIST 1740) ASTM U71M 0SNi(00087 06/2$i1006 tIL f rsT 17" ASTM 63161 & C9462 09CAnM 07123/2009 IR(TST:L740 ASTM 03462 loc"1303 wfwrAow I.A. up 174M ASTM D3161 1001,41303 1010811010 UL(IST 174M ASTIN D1153 lix"2911121 IW27/2010 UL(MT 17401 ASTM 03261&09462 IOCAM960 11f11/2010 1A ue (1Stsim) ASTIR D3161, D3462 & D7159 13CA32697 W21/SOt3 rR UC list 9628) ASTIR 00161, 03442 TFWZ.P661 OVIV11014 mucM79m) ASTM D7159 T15MR684 04/12/IO14 uLU.0 9VA 9625) Goa silly Control Sarvkeo)"Armati n EV, 07103/m17 4, PROOMDEKWMW 4.1 Cf20", XT- 25, Xr- 30 and XT" 30 IR era fbogws reinforant 3-tab asphalt roof shingles. 42 Cordage House Slizi gkr, Centerudsil Slate"`, Grand Manor Srangkr, Landrsark', Landmark' Ili, landmark' Pro, Land, rk" Premium, Landmark" TL, LandmaAc� Safaris and Landmark` Solamis IR are fl6erglass reinforced, laminated asphalt rod shingles. 43 Presidential Shake", Presidential Shake" IR and Presidential Shake TL" are fiberglass romforad, architectural asphalt rod shirglet. 4A Hatteras"', Highland State" and Highland Sloe- IR am fiberghen rMrdorced, Moab asphalt roof shingles. 45 Pablot"' is a fibegpacs reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow lire with comrastng bad drops for color definition. C6 Presidential Accessory, Accessory for Hatteras, Shangle Ridge", Shadow Ridge", Cedar Crest" and Cedar Crest'" IR are fiberglass reli fond accessory shies for hip and dodge installation, 41 Any of the above listed shingles may be produced In AR (alga resbamt) verskirm Eaes. , Itesarth and OmebL I.I.C. E r.i oar Rgmt.9LU M.05•Rp Cw4ta refAPdoaetmM W FL5444-RB R"MMO R O3/61/20I8 pie l ott �T sin ERD S. LWrrATUM 5.1 This is a building code evaluation. Neither TrInrylERO nor Robert Niemkwen, P.E. are, in any way, the Designer of Record for any project on which this Evoustion Report or previous versions there oL Wwas used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report Is not for use In the HVHZ 53 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory, for fire ratings artistic product SA Wind Classification: 5.4.1 All shngloss noted herein are assured In accordance with FSC Tables 1507.17.1 and R905.2.6.1 to ASTM 03161, Class F and/or ASTM D71Ss, Clock; H, Indicating the shingtes are acceptable for us In all wind zones up to Vow =1SO mph (V,e =19a mph). Rehrto Section 6 for Installation requirements to meet this wind rating. SA.2 Presidential Accessory, Accessoory for Hatteras, Sheriffs, Ridge, Shadow Ridge and Cedar Crest hip & rklp shingles have been evaluated in accordance with ASIM 03161, pass F when BASF S'ondastic NP 1 adhesive or Hankel PLr Polyurethane Roof & Flashing Student, applied as specified in manufacturer's application instructions, indicating the shingles are acceptable for us in of wind woes up to VO. = IW mph (V,,, = L44 mph). SA.3 ChusfiKati n by ASTM 071M apph" to Eposre category 8 or C and a building height of 60 feet or its& Cakldations by a qualified daskn professional are required for conditions outside these limitations. Comad the shingle manufacturer for data specific to each siiogle. SA,3.1 Anatole In accordance with ASTM 07158 indicates the measured upiHt reslten or (RT) for the CertalnTeed asphalt roofing shingles listed in Section 4.1 through 4.5 exceeds the calculated uplift force (FT) at a maximum design wind speed of V., = ISO mph tV„O = 194 mph) for resdantfal buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet, The shingles are perndssRXe under Code for nsadonlon in those conditions using the installation prdce& m detailed In this Evaluation Report and Cersain7eed minimum requirements, subject to minimum codified festering requiremems Establish ad within ear pad Jurisdiction, which shall tabu precedeme. SS All products in the roof assembly shag have quality assurance audits in accordance with the Bonds Building Code and F.A.C. Rule 61620.3. 6. nSTALLATrem: 6.1 Roof deck slope, undertsyment and fasteners shod comply with FBC 1507.2 / R9052 and the shingle manufacturer's minimum niquin mems. 64A Utderdaymem shall be acceptable to C4rceinT6od Carponton and shall hold current Florida Statewide Product Apprwd, or be Locally Approved per Rule 616204, per FK Sections 1507.2.3, IW72A or R905.2.3. 6.2 Installation of asphalt shingles stsall comply with the manufacturer's current published instructions, using mininum four (4) nails per shingle In accordance with FK 1.507.2.7 or Section R905.2.6 and the minMrnrni requirements herein. 6,2.1 Fasteners shall be in accordance with rranufacmrees Published requirements, but not lass than FBC iS07.2.6 or R90S2.5. Staples are not permitted. 6.2.2 Where Use roof slope exceeds 21 units vertical in 12 units horizontal, use the 'Stee , Slope' dire[UOrts. 63 CertainTcad asphalt shingles are acceptable for use in remof (tear -ale) or recover applkatlom subject to the limitations set forth In FBC Section 1510 and CertdnTeed published Installation Instructions. La4.br Research and Destan, I.I.C. Evehodw mpest 343I OL" GNONNN@IAOMWk mMMW 1154"AB RarNNnk Oalmonto1s Page 9 oft /D'e/i\a a) C_ (n -Cu N " O � i Q TRN' i' 1 ERE} TRNTY ERD N CL O OL 6.3.1 -. %I" 2S. Xf" 3LL YT" 3h cola 6.3.21 Fi& Ridge: dee: Sharper Ridge tOWANIS OADSM swum�= c6 -a a, � V � ai m mom 17' IZ, I athei erslgsad0steradatila troftommWheeveryfd iaarOreneu4kbasokge4rrtrrmtdaT111)dild te. Farm lip C^' � � (U Y) ft?-0 �9Mrtl- t'(mI tpelvFogprt T2 1 0 etasthtldltaidl W O V -0 _a SW I - _ l # 6' O L- O O W --- �--- -- �gsr Q i m.hioes htgOe shf A16HT TV* - t&A" .- DW' wwlaTspe FiBr ''firLEFT . �reO CU _i7sr4M -1-- I"(26mw) i4nn1"t�'.o P� w"ama ' ` 11PW17dsrhlal WoOrAOO*00+� N TOe `v O '04BR90. to loft noaljmaBMwraredMrlrs '^ W L_ + O Iig.P2i# asJkar a- Oro Note: For ASTM D3161 - Class F, use BASF Sondasdc NP 1 adhesive or Henkel PLO Polynaedime Rod A Fladsbg F=U) Q � releC_ Sealant In accordance with manufacturaers Isbucdons. CU -0. a V J 6.3.1.1 Hip &Ridge: Cut Shktks 633 laredkr'. Land iced- fit. Lgo"Sti" Pro Network Lan& mk"' Part. Landaark" hwrrkem. LoAuuk" 7L 1. rea lrgemn Farr I1d5M��` wedfr9LMAMSEfAM L Mef1A - >I qN - �i 'garli"',Will t LttipCslomm m 1a' k` iat.u-Ieaas PPrMhPs dyysd� 1T upA' 7t" cps aq Tpsaw APrafi 1thwbarr4 vwmhfmwaoad,*L Norte: For ASTM D3161 - Clari F, use BASF Sonofastic NP L adhesive or Her" Plc Poyusethaa ROOF & Aadhkg Or 0 Ilea p9EO � V! SeaWx, In accordance with manufacturer's ktstrucdons. Nam 'A-OW,A-~ Am 632 Cwrkm Nose 4ha ide'. Cwftw d Sb a" and Grand Manor Shasta': m m =Win sw mm ta IL A sm the.ssmewhacedire*0doom rokgomsmabrow LotreaRuasadSowWardittiodmftamwirrtraiold 9m sfemsiisr4wayYargk. YOadlMsramE/s srbeiaatarEupdadsyYi YElsrtl Riglashe t4fya MFYi makrugta.ea Aeald sees tea iN 9r1•N pbay aergasre. oar""" cols stirsshmo" damwmw Y I 4 aa►apto-askgomm2•tT1smdtardpdiips AMMOTIpIL4*1'ipodagkitadrge®rndr stl wow tad a *m ai r iY to kmadr t' r t iufafaae6g4Ewd.wrOtYma stumLtpem I fie" 1'O6a8ir t--asa* � meE4 EEEXIff1011 tom.. - (iesl that Pad r p«aa _l t� Q" Tp/r' if' .... 1 11 nil pN+M tltseaF 0kawlf4lagLswiitragla4kEmawsapaMn d a wdaawr.r.edJw+Pea4f emq amwsw ff4o wwaw "I.aei-,..-.- ,/oiras "'�r0lPa4 tTRaRt'r"-0r0w�aE�wwwdd. ! . Ties Z faaE1 �wsinm w Ndddm. tub~foftfAmm ram. r 96aq --- 01ad a1EM iaMlsy rtmeardh sad OMigR,11t ra•mimrr AfAWMfbWMMM tAwwdoo nwat 3S32MAS-0 RSee4mm Ile.sonstrailie rasu; hwR4ert ' - -, Asardhand Dahl LLC. C4.OkM$IAWbo* eAOAW Ndwdm Report MaLeAsm ali44blta R*vwm 9: 0$A9/MS Pnee soF9 WigHier Engineering, Inc. EEDfaRawmafQ 1 . k.w SM �0'gl"w � VTRNW ERD �TRNW ERD TRN1�i([[ERD root aOUmsok , rxos as4ot6D3 a0605atun 56ed. spRe,po Nate: For ASTM D3161 - Class F, use BASF Sonolastk NP 1 adhesive or Henkel PL• Polylfretlane Roof F, Flashing 635 Hatiole: f1 63.6 iBehhn d agoras. Hlddand " Ili: i6tBataBallaiad[ � 24"46944"� - - . Sealant to hand-snl Cedar Crest shi gks. Apply W 1 or PL adhesive from the rtd�e d t shkhgle's sued overlay Lom � s �,,y, ,org AMR on the top piece and Etending approninately 44nch Dort the sides d the headlap aloft a line % to 14noch from 1O>FAiiOE1MAr oar 9,261 5 - each side of the shirgk's hudlop. homedn* align am apply the overlying shngle, gently pressbt tab sides Into Or r --.{ w.ms eMam Ugffgw dmpkbaokg omen k t tl the adhesivE, aft Install a1N. To arose the oils side, apply a 1-Inch diameter spa d NP 1 a PL adhesve 1 ape a mm tie I r I, P"+ TM °"le '�~ 94"Wiod 9*ds* Ilea' Nsot't"daasaslt weoea'd PtEhdtiCt ApprOYs1 Adtnit1191>;dtOr oPpp►='�>Pwd•4Ni� w®.eesG..rl ha Certification of Indepg�epndence for Evaluation DBPR Co(iCB riBd Statfditds bow"" the swrgle layers. r r -- a or --I pser i•Am•"d4i aoi&oob" arDMr 7ga 11 s nmdd r� suite 90 __ _ __ _ __ '4 w 11 «�, :�. 19"Nor&MonroeStred w T ow ICC Evaluation Service, LLC TatlebMw, Fla'ida, 32303-4759 - Re«earl.KMftednwdr 404(.(aA. t 0 b- on--. (1) ICC Evaluation Service, LLC, does not have, nor does it intend to acgt�e or will Re: FL78491t7 M$-3.'mowamo�r.*Wx r♦eaMrlYnrYM..do-domARRt, A rsaw"sa. Uft*& r Ood-ft-Lim itea%pn yam: ' it acquire, a financial interest in any company manufacturing or distributing som6*00olam 11- - - op A0000-fto� i r askww4.rddAeM-Ira*iwm&Im .W" dwmott«awf woo*uoow6m #6-113o-MMM&,O .v 14" 1sr.dark 'tir•+••s etrr.rldaaer.dae "t••••+b-. products for winch evaluations are issued. Dent. P4oducT Appgitival A raOfiaRa...iwre•r•auweyarwr r(p..rf-se areer..drrMir+P+9fa aal-Assn 6351 asp & Ridge, orlon 1: Aa:eessory for Hatteras (2) ICC Evaluation Service, LLC, is not owned, operated Or controlled by any I bit- compared the nequainnents in the "orwilig coda to determine if the new edition. "Mft frsere ere aft" 4.e. ate "fl at company manufacturing or distributing products it evaluates. of iliac codes has revisions that m of concrete 63.4 b aawa LOEAMSWA" R9li$mum Fallen"Skis sow imorepa,fa lmosdatraakasilrtlaMdfN/and 63.6.1 Hip & Ridge, Option L Refer to Instructions twain for Cady Crest", Cddar crest" IR orshatla 1111401 hip ad (3) ICC Evaluation Service, LLC, does not have, nor will acquire, a financial interest letfae sbmb OdafeAlK Erb roast 4Ra.ffiPrOROtmd r 1. IRMeradlaaM�g Cstde 200Si aabtim to the huenwlll6waf Code 2012 drde,.4ke4rin6w 4m4t'mrer at enaartw ftf.edlmraararew. doge shhgles_ in any company manufacturing or distributlrt>jy products for which reports are 0"�, i1.eFaAw adsrbrio ktl om killaem erases' - .r4, (_� .be. wrrweiaesmdEmMdoMang aYgieatwsmaY - - - � � -. - � _ - a - 6.3.7 ►miot" lam um bed wed. Wirt Alb SSIMfi4o Sti1PE being 2. IiallvRwipwat Raafitamdel Cade 201)9 CditlOatl t0 the � Ref Code 2012 Edition (ie FauO �a 6r nest fRO iigie iofwed a atom keb. 4 ICC Evaluation Service, LLC, does not have, nor will uire, a financial interest C� C� _� no MIR auk and tow "On d spode mbar` e..wt for to" U Tris"rlur rhrtlr E wrc.r ed.e Awkia eaokom oR..n rotas A3ne D4Se6 {) a«i 3. hTattda 2010 Edition to the !fie Buodkg .w4 (M 1 2 3 4sMt 14pe B k Now" Appl r(25 ea vela dryad rases in any other entity involved in the approval process of the product. 5° efto0 (2014). �--�--�--- ---z Tr r .,tom awew i#4A.bdMFa.lAaMa.fRerlalialYi r0.hfa..po stern Rua. /rpn'11' 6PaarlbAf4cstiaaal,Fy1M(I*blsrAR - eR�sq - f -' rpya- QVnm6 Eacww aed mount imaw soon"Jis w hoar. 4. %'%F�dY A*9AWS%Ol% �6aW 2010 edition to the a Orr C sik dyn..rw.da.r.d cep. 3dfaard.s4laanaryekaelm I . 1� Sm edition (20I4). ni-Ow,wra- lAd?AWbdftrlKgMb TIr iw4' ra r---- ,Z�p The result of this compig ism is dud titers ME a0 chervil to the seiner codes that affed the 63.4.1 rip & Ridge, Option L: Presidential Accessory Note: For ASTM D3161 - Gass F, use BASF Sonolastk NP 1 adhesive or Henkel PLO Poiywemafe Roof & Flashing r. maaulecpire of concrete roof tilses. The only rovisions affect the - roqui s which T At7CEUM Sealant In accordance with mamufictunces induuctbriL r have too impact an the mar llfat3�c or quality of Oonsino goof 117es. >�daeW wale aory lkbjgtes an be and b e wmftilpa and 6.3.52 Hop Is Ridge, Option 2: Out Hallos, Shingles w"i w"m w=. g ahi n Manion, P.E. - President . Hip & Rds: Rehr to Instructions herein for Cesar Crest , radar CJeu"' Ili. shadow Rdge" or Sfangk Ridge" hip ICC Evaluation Service, LLC Conotusion: FL7849-R6 is in Cdtdy > aEP4 fIP b tkefldse ( no more tar T lea corn and rides shingles. ooTnplimLce Willi die cegLuiatm�ta of FTprldeg list lemon a* of itm' U&- male alb aeOMMm rat dos Los• I -f 7. rAaEtRt Dad"l w P edition (2014) end die FioPigts Cafe Rokle oilli f Sue elution (2014). rotes. The h*Wsmatbe1 idt'tbtlollazo0tdelOne&u I - aarf -W fast, Be deck at a1 imasgk at dadc. ElyddNmfal _ _ _ �_ A��4,4� 7.1 Each unit shalt bar a permanent label with the nuinufachuars name, logo, city, state and ioga of the Accredited aaaemaymmnla ao dBaestdeL 4olmmogpreic to p - - - - - - - 7 )ifill> �",•""� Quality Assuruhte Agency rated hesei�siaxT ely, Bita1 illise ALlitritil ,tfotemkonplo g/J'11334' fyp r;ap { , 7.2 Asdnak siWlgk wrahMers stdR indiau raml nor vatlt one d tie regWred ctassiRaitbns detailed In Flit TableaCCOMAf. 81fn¢e ST1N0 9hilia $lingo IW7.2.71/R90S.2.6.Y w 1. - , e,_ None: fq ASfM D3161 •Gass F, use BASF Sonnolestic NP 1 adhesive a Henkel PLO Polyurelhae Rod & 1laahkfa a*EwtfaRAdNlfks#1waNr6Mri-resrgp 8. BURDand l+amrar RBgtIIlhmAn9srs: W {,�JO.7t.IRaf� Sealant In accordance with manufa wines kwuctons It M I5,2f. AmkO "9fi d40 Aka N NOW d;fN . As requited by the Building /Nficto or Authority Having ludsdictbn h order to lropedy, evaluate to Indalfadah d this product. Gary W. �tl��. � p p Non: Far ASTM D3161 -Class F, use BASF SOrwfastic NP 1 adhesive w Herdaei Plc PolyemaUwre Kopf & Flashing `�""d "v+Pt4•`a�st., 6.3,4.2 Hip A Ridge, Option 2: Rarer to Instructions herein for Cads crest, Cedar Craw" at hhipamd rides shingles. s Sealant In accordance with manufacturer's nhstructions. 9. ARANUFACrUltM PUMM, -r , r rr�. Contact the named GA emhy for Information on which plants produce products covered b/ Florida Rule 61620-3 GA "{ 4a requrernemts. .'v ..`�rti OP- f-(N,..` :. 10. QNmrlrAsauuwaNaEar m: . 6Sa.drJd I UL ut=gUA9625, (41a) 24a-6a09; kantdmn n.bueMpm.ulmm ;:- - END of EVALUATION RLPWIT - Cf. Thomas Jf - BOW Roofing -1932 Siouth 51 a Avemise FhoewiS . �BF)i1 fi. I J r . � `. t.a R4wnh and ptllpl, iit. gimartaORlpatwii.M.as•M Erads R44sarda dad patio,, U.C.RduedO.Rw.et n-M nUAaedlda0f metaldh sad Do" I.I.C.BrdWI4. MprI UUA$4540 'p,'Y:i j'.. Yh _,:. 11 so, .Y .$A.r.1.,alAF4e C.epr...yAwarr.am. mlaW ¢ " F&Vkbn 9;03/m/2m a vkk. Os/evlm Rn64n9:03/*AM Bums 7 dy Ppaof! trap 4 oft - . & . -&_ ___ I- -- -1 - -_ - EM IW I AkWWI llyAci r Wanld Timed P'age2or 11 EML-l$a I a roW%WbVaoo*edaers Tnmftd PaW3td» EBR-7a471 AiMMUWAODBpMAWTnObd Pgp4WIS EE 46a I AOWWd*Ap9e WAWThiabd Page 6A 1s IDd toes may be kmbftd wilt amom Md are recognized be design[ I to wlUWm d On aerodynamic wand UPEt TABLE 1-111.E IlalEl LVOS. WEifMhysMD mAIRWACrJMM FACILITIES TABLET-TLE OM WNS, ysiRBlrts Alp QAW*ACnWOO FACILITIES (Cedar" TABLE a-TI E FACTORS AM) ILt.E FACTOR PAT= In a ONNOl ICC-ES a akra W tepdn fa use in Mwmre moment in aware"* No use serum an Deblpt ran" Be gVkaaer. Ionise,Bon of (Art wft those CrrEkmaMM for High Wood AppB aMM In Appehdkt B moor 96 gy$NM anal be In YCCrlaMe almh Marietta of the TBuwMiCA tEda1W W1 mwNeL The goomc E8R1647" IICC-�S Evaluation R r to mmkftdwen KX .E$ maknoai teport. m oww SM UPON mDalrnt' ddeny* edaccordance 4A Nranommeo : accordance MO Tabkw SA Mtoto 60 dine TrdyWSACA f wWJDlp2Df3 kwlafbOm mtate4re) mite► 1x IladupBW by the seE arcane7/AismWisBtbf d tof tsar Bf AUAW 1, 2015. "I Cstnhr'Yfst f CYdmfa OW mbidwra and lusters taco M Table 2 to earth the glinted modyinion k qM Tft moment for Me sW t roll ib bent nBllbd. The viniarjwAsLars I (a00142a- W I ISM =�0813 A &6mffoy of Me kftmafTOiff Code Couraa7m 4A.1.1 M2 MdP, irotahi9tr or these ties is brAW to aslatE wit naa0ytsmW uplN moment for In roof ale ore prescriptive pmwndms or Tab! 15D7.3.7 $or fi I May" a,$&- 9etaded Barr Table 7A of The daslon wind speetla (V.d of 130 mph (209 ioMl) a hiss TRUNr9RCA I Ion mfanr, mud be egrml to or DMMOgtO70OG6-7 E RMLiLA1DMSI # movement and psaside a lstim stop. N rod On 3e PROTECT= des Still mxhd hgB emcepg IN ate COdmae NO awnmmRsdlmflgldaofeDfaf(1s.3m)OFMW ream Man we esquired awod mpet mermen IN As an aSonabo. On nnwamn'ho4xb4ak (11.1 arm) the spa= mod!baing knuoe& alined Ostamstm OT i! 16- Cataekr Ralf Tans proEea kgmmal ca are 4�er sPDied u, a I 0 , Searle based or mnneen ofirrnchihKlt 4,O Of f UUNk flmm: cex ngA r err 10 me n c4eaanml tit Me . when NMOM M ammdm m rut sas rival, Me visa * vAh W go t M tMi MW ll@ORTfaoLafC frdegMmy wen ere ere trmc b Pinlsce a OrorglstdoN gl o woos screw, In ME Center reform goE tXrmumb fad On are Clear A Fad coverage; n I PMOJCL be used In Neu of fhe two main regt for mar abp ss Of aDambo tcw wait IBC Section IW52 aid IRC Susan EORAL R0019N0 wa,�� M leaf En me creed b mesh tepied sberlgM uelhre 7i7O ElVRM {:EriTIE1 DRlvrl OUItI& iM I &1122 .andr ov�l,E,,, TheScrew omen be d guwc aml Treat b 1 � �y � y� a (Olaf we I, �-- enough as dei a museu n or ra Itch adhago, k m maw be n accidarm wait EIVEIE, CALIFORNIA OJO1O M* mmt Product deagna dkmnsbrm and tmh bd (19.1 mot. The buodmd screw mast Irre a slmrhk N t701 dry weyms are Indicated In TAW 1 TAofMta repOm. Roofere deathlike or 0.138 M(&5 mm) and a had dtamaeka of pmMo are aueUMO n F4ww 1. O.32B Itch (111.3 mum), Lf CONDITIONS or UM MR&ONNIMMLM 32 Comemb Roof Titre The Ee may be Iralmed wait bangers Balkan knUdW The SoM M A o tDmlr I cmpm rod tEesdemcF- 'in Bpm , - Ir red fts M elowed concmle Ind am Sea meet be mI IT 1-hlDlit4y-34sLCh wD -d Each Ee mud 90 aPas Cow" *ft or we cordate amaaMm tl wain EVALU710N MAiCT: cam" mM ASTaI C14n The mad tie 6 coo OdLKM n be Rmltah, loft'' 00 a siros 4wwooiolKos mt a sWAes let Otwte co* s biEd b sec06n 1.0 d dit is smtrrw m Me mdon d I - n seciam &I, Me aline ftwom sd wood scmw in me causer Ammer teIn. use uaost, su altici b the lfl Ig L. cormmw CONlX3ETE ROOF TaEtk A MNTIf, EAROM ONA BOO. mlCmpt Me Ear is maFlMd/Ckkg. Tie rod Uk is omww screw met penetrate tie bseI a mi irmm of '14 Intl Lt The norm ammt he n MW in wcm mm rah MM EWRiONMI!'ACT. CAPIO, CEDARLM / wohm ulrhrI - Rrg6. Test Product - 10 Dam• Amnalel (19.1 men) but meet rat perebaI arm undml"w" TOO Me appTcahle code and Me CA CGDAWLM M0. CLAN=1O0. SWAM / EARCELONA wd knom d dry we" we Indicated n Table 1. See , is ". be ftem RP�dMegllbafgrmdrBmnebpoltsbrRkm imNWEmhmmmmLnCmedacatEctbelwaenMe EOPMA ON ►IOIESUM SHAM ik01AEOTEAO - F%Me116ranimI I Of l MATE. KUHN&, YAO®M '7M. =so= f f "11.2 2M rlo and NIM Me ail O M ae9faI I of instaI I m w" and ads forest Mta report t must - MRCMONA, Rot^ "=, y SIM OAxa11Y 4A INSTALLATIOR TO0. &VOMY Ut fAXCW-S"PAM SAXORY-MATE, 4.t fear" Ime tba is I bMB pm=rWm paamefms d Tabta owdem �� Me IBC and Soft" RIM3.7 d the M. as 5.2 �� deng a aanw-Oounri Y M.ATE. BAXOEr-WW SH NF. mtsMSOMIo d Ore t3laf Roolbg mull mesa rnwg ben nor bm t rmd speetls f3.OKMd 9USO d in mils lark) err Ilea and Sent root d arr...w,,.wWtMeappmCamlewtle 3A)LOEYSMJTMATEr MhXCW4WACT, fAXOIa UW Mt=d 1M eras Me Concrete and CIy rind Tb -s-. 'f' 60 8 2 6D 1be1 (tar �s nulls) tK fens Sir Sea and 4D fedat EIACT. OPANMI OrAMM MMIX 1L1Af M f � � Qb� F � (12 /92 mm) a lm hX Me IRC. » � was Moo" concede cad Ees ud SWAK% VAUMM ROIL, VRLA. VLLA Oft VILLA Maros ester. plElfaMd by use Tile Rooep YrNde e" 2D w Table 1 rtmamdaclmkg Igrames aph n Tame I under MM ATD VLLA $BbAMFiWf scot western, states Haf110 Corbardara itss0ca0ofl See Sector t4_t.t br d Orkg Mar sing* a q opm E8 WmaycoedprogramwOnm�mnmW�S. (ate Rfefletl to a On TRVAf9RCA tretalkI screw Mbeofbe(tabfor tWstapes of3:12NOcvec O.O EVU)SU. WJ MTMD 1i EYALUA71ORfCOPE mmmmq, and aringelred In f eheept as -op. AIM waeSection 4.4.7.1for OW' pYBortanbNkrM. n ueM ash GOw Cmnprmtp waft last lsaossbtg color awn re" logo (spat n core ds con= between Sad gwiffaL 4" AS Otter Wo M=pt CddaMe f CadmOn OOi„ Jbz C C=Fe ofRe, Tests (AC S&Accdebit fa Coy and Circmele Raps San (AC1sk)) dierl February ■ 2012 and 2009 illafllakbmmi lhilrtlg CadmP MC) Thta repot and�'iTilAN3R �Iam�albr�ma meat itaara and Madura 7Oa 20/2- a 2012 and 2009 alfermamanal /nstlde emW Gbtlrr ( 1 be WAddit al the jobdn d IS arras dKft fnabbory 4A Li dolt � For emlrrmte deep wwd apeeb Nr1 7 f I00i:se1CA7lON IS oiler Codes(3aa sac" t addles mat be m mu d on a nnAlmstmre rod slope d t2 (20.s91i} Can ranet be taken aisiep tllald atMmple 09 loom) ofless and now root begins of 00 tart (is.$ mg or Ins, tbs must be Mdabd n The eRudMM d WO Reed Ear, erupt did C@d@M I P am oars- - - ktsdldion b ermsm that houmtml )Dkfta me Sept passbi BCCOfdkmie well ux pmEmC"Is Wsame ers d Table Uedmkta folk hbdwa IM ad hams NIM It NWMW wiEt Me Moanerl2eEe err Baal FboEg logo (Fgime 2) rr ■ fire tlRmMcalim b 1r1B eswe 8fnl) wdOeal 1slpp0A 8re 8t dgT2 aapma p fro am Is calm to enwae Nrdroart contact OmImMaS Oe en I ,,, 47 d Mar HC For he E auras ue tramm mor4oni w. I3� Baal Law or Vaatl& P�R4we > a Vftwm msmmxe am piWw ■ and appararm>t. Ag tocI - amd brolmn rout rbdmna I C ft COD. MMM 700 and mum an *)Sam albs be I I III tS I inaccardalCe with Rom I of have an 'M kllI I I I an the cep Me of each see Each 2A 11iEf rlllftmm<Y Yes meal be meplmce0 App LhOK - -.. (A3CE 7-.- asigI Pabt nitro hmre a hM bearng the Seal malah0 42 AOO SM ON 0plNanas: The Baal Ro/Rp CpflCllf4e roof On N S ON am solo The BoMI R eAq real Ea army be kut@W w aft root ib ream ties me desfgnatlort ranuftebwft bulon saki "is Rint See: For bale wind speeds p4ecood S" adaras; clot, SAP =row, gmaniiy of ma pan Ptast s. ,, , g are mast a pats A and covaltgs n alOeWes Mat ate sacopwmed In a cutann fex�a of 100 M M (161 icon) or less and raven rod heymts ofp(opucgon than I SWM WWN; and Me rAl OM report 40 Rat (12 192 con) a less, hies must be YOtamed In accordance wah Sections IM52 ort her 6C Societend Soce ewnknem report Sir ear InCaserde moeI tie din e ine W. nanrseet(M-l"n axadmce will the pramcF"w pa mnu lem d Sacral appacabrts. rrtnsion d (Ors Rlri Mesa aMreske set ROM3.7 of Oe PC. For MVkMMW beyond Mae tl f OTHER 000" 4.1111 otter nm synmSm met be If aecadome Yvms cote amesiv! me no lie crostaidiv n a codas tefamsced its the &I IelMlstrd1 CwnmrwfstROW INC M MOKUWB x�c-EssWnsebe report gywlerls coal he designed rice with Rpm 1 of pwdeca n fhi rwpal wr(w ewrltt� fat wnpbFlCE wfM es I a ra cowpo m Thee rod On ire ess atldedl kmeack concrete roof ores 4.2 mar aft !(ragas: EN&MMOno COFAMMBM HUN Wind treroqutamdns dine codw that canwih ASTM CUM and having If I IOtI I MS Eacepf for aria Mae BOO, BaAaD lOAm 0, Seemor On (inA,9l"E 77 /s Appkowm under 20t2 ■ 2006 NdmFlWaW &NOW OW? QBq On Ee - .1 I edges Of the its to xeaafMct kdelal CodwObCeftMOOOandMOMS ISM McBattle ROmlp "Lill MOO 00 and INC: For bask ward spats Is 20M y OcideeORP (34accand quit) mmp a)1 'RMad iW8201i rx(l 101 of OD leat(IS 26list fbr fm�! 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N a.wae EVMMATIOM tAJBJEd:7 Cn Cry 4" • N - Co"Cla*u ROOF MUM- ATLANIIl, BARCLONA 0et a MANA- OrACT, CAM tiNARL.1 ICWP UTWM% - yr ciummo loo wromui / u mnom ONR` ESPANA SM MDUUMAD OIL*", MOIEIEaD-S"lk YABBi14 YAOE1tA • 7ee, IB!lION f / aAROLONA RIBM lilXOf/Y, tIA1N011Yme, SAXOM 70e6 Imam cal, a"off-fIW k SAXONY-OULTR llll-COIBflRY lLAla. lAXOMY--017JT BMW SAXOMY-WRIT IN Ala. aA OWE aa'ACr, SAXONY 0*--MWAM. WPA SON III. nPANM1 "a- MWVMO WWAW EWANA. VAUMMOD MOLL. YIIJii, 1 VLLA SK VLLA M AND VLLA WM-OIACT 1J EVAtJM710NlCOpE Comprmwe WEB ere fasowe! eodsc Nomalwrae• trwmras-tiwaai. w• ■ 2MO Qeabmp ie &d19 Greed vriw ■ 2010 t78Mbrae Reeldilrlfal Cade saa.r-rt•tari rare "b" A a IN opallasawaaaMd a FNettessWlalfn a"usr" W*~-err a 1Akaarerw�oe �..ma.-�r � rerr.. a VMnd•uplllatgrwE f1B11BE 1-TlE u.uslRATmrf ldarlsa•sl >J Caabttrla �� Cor/a �) � C The Baal RoaBig cancrda mortbs dacEed h file muMr �epat E9R t847 mfy Oe ufe0 ritM:e a (7afs A suet cowhp eaa•a-BrhaAarh CWftag Mh CDC SBCBdn 191151.1, a Clam B rid COMI erg COMP4llg Wan CBC S9clian 150&12, Of a cars C Nat + mat new wllr•• eOYelap tOrilplyiag 10 CDC 8eelen 1505.7.3 Is Ngl/NQ provged hataYnl Is In ad:oNrnce YnRI the tarter RWEt ad Wee aduWa►r regatNrmeao d9ecWoas 1507.3.10 and 1011 dthe t31C. .. _ . The aid ties may to awed In sae of new lrat4igs locaod in a FDe A ause 9raeBy 2me moan Sole RrspornaBBly Alma at ay WrlalndAnOrn htarlaca Fie ArN, paNLed hataYlan M alas h axadwws +alit the neater '"'r""r"'"' �� • • • ` • aJ caaw.r wew.ar or.(gp,`Id 9eam�w 701As a.d 70N1 dale eBC. Wa ion k•W b• bta"id a" The Baal ftWn coaaA• rid ads dmaWne ' h Wa ruler taped EM%47 maybe red Whore a Cos A and wimYp wia"a BeN wca depia" on eovalg eatp i wan CRC 9aebU Fit o R Mi.11.5 w wgnAao Provided MstLIMon�uCh aaattlsceeMl.ilBe e�er�ieport acid We a MXW Ngn+atamiz dSocfon ROM3 d We CRC. Ift Poor Do may The uses In the ".fie FICIIRE h1W.E 1A0f1RAT10af Ic•se•r"dl preatlsd 1mtom" o 8w hh mom mft vm l•Naaor tap ant the adlAona tegaas6lrla d 9atfss R�7 .1 atl resealst-TtEaLaffRAlraNE FNMt--a01 TRA1AR 6DOBORAL400"MWW R327.5afft=t p tacagniae - in Wm s pplam nt base rod been alum O to cahpeance a ""Writs ow wft%L ern A r481a1E 1-SKE aJJffWAT10Bf IC•nteas•A Fia11aE 1-7tE aLllstwulfRs K•aWsasa TAIs sspplrnat erpNes coecttaerry wan Be mareeerepast relaed July 2013, reiNred AW WK •11avlr•r AWMI aeM 6a<Air•lerewrrNrr•Wr�.r�trir•..r.ir.rasr�..�;darn wwyri,rrrr . .rwia�r"•MrwWsel�N"wr.r.wr•r�Yl•1I tea Nn•rvwwa'b"A7'AiWr4�ira ttC grv.rUafds r.►}ii�.arr�rilr.••c r.r.•P•Arrwtbi,Mra *""tax" FL ik FL S2193 R3 FL e: FL S219.3 R3 FL O: FL S219.3 R3 Date: 4 / 13 / 15 Date: 4 / 13 / 15 Date: 4 / 13 / 15 FLIP FL S219.3 R3 CBUCKEngin�rinq CBUCK Engine�rinq �� rt Na.: z $ SRVP 5.56w ER CBUCK N�1 ITT 7 1s s`� Pag Report No.. e 3 of 8 SRYP-5 56w EN CBNUCK �rQN �C: 1! /q Page N0•: 4 -1 8 �-5-�-R rQ� (�/1f1�" � Retport No.: I -1 Srtw-S-56w-a `.....tea` �! a�.� >'� csuac inc- r See ofAwno+r:orron deeds S xm=Ic N S1TUCt cM a x* w Ill OUCK Im ce n*ate of wiraWn asosr S ec id 11 Sltruc ca Ef10 UnQ COUCtc Inc. cNW4ftOf Autw irodon WM gp�g �t JChXdI 61pM't!'1t11-p aucir etc cerr+flwte oJAiiw�nraron e�sost ICC�S Evaluation Report ESR-1647 I = Supplement" spa'clalty StruetLJrdl e KA WON c&XX fte Avaaaedwr AED64 RaieeuedJ*XH3 '"eMWO"If dlli)M AWAmpM1.20f& Evaluation Report uwwJc&ALm I (11110111I 42i• W I PM 0646U A SubwdNry of go lis erne nel Code CowieN• « a Manufacturer. TAMCO Components/Materials; Ridge Vent- Standard Olt Ridge Vac Standard Off Ridge Vent with Permanent baffle for Shingles" Performance Standards: :he product described herein has demonstrated compliance with: g 6' 00( )-9S - i Ind and Wind Driven Rain Resistance and/or increased (by Marwfaewrerk with Permanent BafRe for Shingles Metal Roof Assembly Windspeed Resistance of Sof%it Ventilation Strip and Continuous or Thickness: Steel Installation: InstaNation Method' �= Were -4 AND NOKTtIRE PWMMM Dwlax 07 E t!-OeaNele Red1Ms tivProduct Name: "Standard Off Ridge Vent with Permanent Baffle for Shingles" Intermittent Ventilation System installed at the Ridge Area. Yield Strength: 26 gauge (min.) (Refer to drawings at the end of this report.) Rapa"HOLO Manufacturer' Corrosion Resistance: SO its! min. • P Code Compliance: The product described herein has demonstrated compliance with Fierce Building Prepare deck tibii opening y trmmng arty shingles &nails that m Product Category: Roofing In compliance with FBC Section 1507.4.3: � � interfere SONAL ROOFING Thompson Architectural Metals Company (TAMCO) Code Sth Edition (2014), Section 1709.2. • aural nceA79coated, or with ridge vent installation. MSMVBECetT■t DRIVE, SUFM lie • Apply roof cement to the underside, back and side flanges of the ridge vent. IRVEA r.CALIFORNIAVMS 5015 E. Hillsborough Avenue Product Sorb -Category Roofing Accessories that are an Integral part of the Roof System • ASTM A653 G90 galvanized steel ��/uis Evaluation Report This product evaluation is limited to compliance with the structural requirements Cement should be a 1/4" thick and extend 2" onto roof underlayrnent. Dimensions: Tampa, FL 33605 scope: of the Florida Building Cade, as related to the scope section to Florida Product 24" (Install cement In compliance with manufacturer's Installation guidelines.) imLon (80D) 248-3456 Complbnee Method: State Product Approval Rule 61G20-3.005 (2) (b) Approval Rule 61G20-3.001. Width. 2 1/4" Position vent flange beneath loosened shingles and align with deck opening. LALUA110N OL4LOOT Height Attach vent top and side flanges to deck with rills spaced r o c. and 1-Llr for Limitation and • Scope of "Limitations and Conditions of Use" for this evaluation: Lengths; Various: 4', 6', 8 , o StY (nominaq from each end. OONOMM ROOF TLIM ATLANINk BAIlOQOMA Sea, BANCO ONIL- 40%a7, CAPR1, ONDAM W I CEOARLnE endoduct/System "Standard Off Ridge Vent with Permanent Baffle for Shingles" CordMiana of Use: This evaluation report for " n6 flange shingles with flashing CLASMC Uk ESPANA / BARCLgM, BRPAMA n0. RO EWTaAD SWAM NOWSTBAD- LAM WMDaRA, FloridalklProduct Approval po Optional Statewide Approval" s) which technical Attar fastening Apply flan to deck nail and osere loosened YAGEGA 7We, N MOM ! / BARCLONA. RON& SAX01W, SAXONY eel, SAXONir 7!!, SAXONY fad, SAXONII # FL 5219.3 R3 Description: Steel roof ridge vent for shingle rooft mechanically attached to Plywood Deck. documentation, specifications and Installation method(s) which induce Permanent Bailie: cement Apply flashing cement to exposed n� heads and wherever flange SHA�M, WtONr-SLATE, &VIONr-0OUNI'ler SAM WAXONY-WpuT WHA1�i. SAXONY-INUT SLAM WAXONV- "Umitations and Conditions of Use" throughout the report in accordance Thickness: Steel edges meet shingles. FACT. WAXOM 90a409Aai, SPANISH 'Mr. SPANISH "!- NUEM IWAs SWA % VANGUARD ROLL. Va" Florida Building Code Sth Edition 2014 Product Assembly as Refer to Page 4 of this report for product assembly components/rnaterials & Yield Strength: VRLAeOI.VILLAfOlA1aDYLyAIO�aApACT g ( ) with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building ngM: 26gakt� (min.) Method: 2-8 Evakarted: standards: Commission Is the authority to approve products under "Optional Statewide Corrosion Resistance: 50 ksl min. Install the 'Standard Off Ridge Vent with Permanent Baffle for Shingles" assembly tJ IIVALUAVON WOOPE Approval'. In compliance with FBC Section ISW.4.3: in compliance with the installation method fisted in this repot and applicable oinaliftaeawasiam, - cedar Category: Roofing 1. Ridge Vent with Permanent Baffle • ASTM A792 mated, or code sections of FBC Sth Edition (2014) . The installation method described • Option for aool'xatton outside "Limitations and Conditions of Use' herein ls In accordance with the of this evaluation re a 2010i r tBeaatrg Cods-Bkrbig Sub - Category: Roofing Accessories that are an Integral 2. Fasteners Rule 61G20.3.005(1)(e) allows engineering analysis for "project specific • ASTM A653 GW galvanized steel scope port. Refer to a 2010raatde cods-Rn@Vaafr Part of the Roof Systenn approval the local authorities having 3. Roof Adhesive by g jurisdiction in accordance with the Dimensions: man urc s Installation Instructions as a supplemental guide for attachment. propsausaraamme alternate methods and materials authorized in the Code". Any modification Width: 6.1/2" • FNc classaicatlan Product: "Standard Off Ridge Vent Support: Type: of the product as evaluated in this report and approved by the Florida Height•. r Various: 4, 6, 8 , or 10 nominal Referenced Data: 1. TAS 100(Aj-95 Test B wetnWer nalaslance with Permanent Baffle" Wood �� Building Commission ls outside the scope of this evaluation and will be doe Lengths: (nominal) PRI As bah Technologies, Nhc. FBC Organization MTST ID: 1556) • tAAad upErreatwnce Material: Steel (Design o1 support and its attachment m support framing h outside the scope o responsibility � others. P( Orga 2A PUPOOM OF TM! SUPPLANEW Support: Wood Deck this evaluation.) • This product shall not be Installed on roof mean heights greater than 33 feet. Fastener: Report W WTI.W7-02-01, Date: 7/14/05 TIIIa wpplenkend M baaat b hacale that the COrltrefe Red Tales OLKIaOd In Be crane raped ESR-1647 lapy oral WM Description:• This product shall not be installed on roof slopes less than 4:12. Purpose: Ridge Vent to Deck 2. Quality Assurance 2010 FWMde Btwmp O�� -n4 are Be 20/0 FWM Suki g Ooa•�A mill aMr; who deed d aMal M In Description: Refer to applicable bung code for ventilation requirements. T By Keystone Certifications, Inc. QUA ID:1924 acconume win the mrb e+r.i -N repair evade Wad addsomi ca dOw The Bar Ranrag effiuded wneirx rid ilea • 15/32" (min.) or greater plywood, YPe: Annular Ring Shank Roofing Nails ( ) mot be Needed In aaaem.i,n vA the recommendation of the F7tSKM 07920 Insinuates Mannt by: a.aa..rrrr ..r•• rat • Design of support system is outside the scope of this report Size : 11 gauge x i-1/4" Thompson Architectural Metals Company Ucenee R 2W Use or the caremb red des descmed h tine ninift evokelonn capon for coarphim wMa In High %Wmity tWWcane James L Buckner, P.E., S.E.C.B. r' • or Wood plank (min. specific gravity of 0.42) • Fire Classification is outside the scope of Rule 61620-3, and is therefore not Corrosion Resistance: Per FBC Section 1506.5 3. Certification of Independence Zan Zopoi Id, - dam 4010 Raids Braidrg Cods hiking, car Be 2MO Flaaide Batrig oade4bakI90 l has not bow Florida Professional Engineer 0 31242 ��` , ? '.� included in this evaluation. Standard: Per ASTM F 1667 James L Buckner, P.E. CBUCK Engineering evskma . as b tome Be sew Ofam SWPNeet � st : ' ' . o slope: 4:12 or greater BY En61 ng Florida Evaluation ANE ID: 1916 * ; ; * •This evaluation report does not evaluate the use of this product for use in the (FSC Organization W ANE 1916) For proms anger Fibfails fasvallcamrn Wad ors amaanee popam oriduckeil Is vie Project Manager: Diana Galloway i N0 m -} = gh t1' ( ) qiadly resfoaneaBy d appoved vYdrlaney approved ry wiry (a the Hide allctr wren the repel houa poWe ME d being an appmei by Report No. 15-]38-SRVP-SS6IN-Lit E v : * : a = Hf Velocl Hurricane 2oae coda section. Dade & Broward Counties � Adhesive: Be 011 (xevisesii2i7SAw-slaw-ERfivR51M4Rz) %!p% ;f4u Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in product Name: Heavy Bodied Flashing Cement Ties supplement Il scorcaNelpwtriffie aarapid kelniNaJuly aD13,"avbeilApaaD14. '��'e ' 0�2` accordance with the FloridaBuilding Code and Rule 61G20-3.0005 (3) for Date: 4 / 13 / 15 l6 ' •.!!Lquo�.. ' 1 Manufactured By: TAMKO Roofing Products manufacturing under a quality assurance program audited by an approved quality Type: Asbestos -free asphalt based roof cement Contents:rI"t"nt+' assurance entity through "tone Certifications, Inc. (FBC Organization W: QUA with SBS rubber 'IevMe AM 1924). aM4 Evaluation Report Pages i - 8 Application Size: 114" thick minimum Standard: Per ASTM D 4586, Type I LCZ<Airya•rewe.N..r..rat,�rrra�r..eiw•rr..,A;.Y�iwwyrNw.1 .r.�4l+.ir.�w,w.•...rwrrr,A••ware.ter•-�rrlxavr.r.s.+auC�r�rlyd.. E:BUCK.InG swvWr•rMrrlww.u. rwJ•y.rarr�ri",w.t..r•.pirrwribrwaw 13" N. Mien DrMa, sdN 46 West Palm Beach, Florida 33403 2015.04.27 09:56:14-04'00' OwpWmt" rat♦. r rs Phone: (563)Ei-9927 Fax (Sii}gi-942a Watiatte: anNw.t3udmcrhet FL S; FL S219.3 R3 FL tie FL 5219.3 R3 Date: 4 / 13 / 15 rt NO.: 1 sRVP-S•56w-11 Engir Date: 4 / 13 / 15 R� No.: I 5RW-S-SGW-ER �CEBLX:K werinq � � �i/rs1nq LCEBLICK! lGT7 11 8 O MMMI-DADECOUNTY PRODU T CON17 OL SECTION ROOFING COAiPONENT APPROVAL Category: Roofing . APPROVED APPLICATIONS DETAEL DRAWINGS C V CJtrula do rQ CtRK7(, Mw. CbrdJlcate ojAuthwuanon f80a4 r�ga� J p alb+ DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) t1805 SW 26 SVwt. Rtwm 208 Sub -Category: Ventilation Tradenare: RV 10 Aluminum Ridge Vent O BOARD AND CODE ADMD�113M'1ION DIVISION Mind. Florid" 33175-2474 Material: Aluminum 5-3�4" T 036) 315.25" F (786) 315.25" Minimane Swipe: 2:12 t tem over asphak ition shingles. system T'Pe: Mechanical attachment of ridge vent system composition Installation Method NOTICE OF ACCEPTANCE (NOA) Cutout: Truss Construction: Cott shall be 2" wide, and length shall be 12" (phis overhang length) �x }i (1) Florida Metal Products Ine TAMCO installation Method P.O. Bea 6310 TRADE NAMES OF PRODUCTS MANUFACTi)RED OR LABELED BY APPLICANT shorter on both sides of gable end or hips. = r p Standard Off Ridge Vent with Permanent Baffle for Shingles TAMCO "Standard Off Rid Vent with Permanent Baffle far Shingles" i� g Jacksonville, FL 32236-010 SCOPE: Prods Test Product specificatioll Jl l RVlA Aluminum Ridge 7-3/t" x ]0'-0" TAS 100(A) Ridge ventilation system o" wide and length shall be 12" (plus overhang Cut shall ee end Ridgy Pole ter on both sides length) shorter on bah sides of gable dmd car nips- - to "" � I-I/2 W This NOA is being issued under the applicable yaks and regulations governing the use of construction materials. 'Me Vent iustaaad•a: Install end plug on the end of the vent sealed with 1000/6 silicone sealant. RV IO Be documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dude County and other areas where allowed by the Authority Having Jurisdiction (AHJ), MANUFACTURING LOCATION Aluminium Ridge Vent shall be 4" longer than ventilation slot as to provide a base for the 7-sue" E aaaaa� -- and plug- CU Size tetgth Nova This NOA shall no be valid after the expiration date stated below. The Miami -Dade County Product Control Section 1. Jacksonville, FL. > (In Miami :ode County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this Apply W wide bead of 100% silicone sealant caulk to the bottom flange of the RV 10 RV 10 ALU MVMM RIDGE VENT 4' 46.25" 8.5" t or material tested for I assuratice If this uct or metarial fails to omit in the Aluminum Ridge Vent sections close to where roof hole will be after vent is installed. 0 Pry quality pumas• P P accepted EVIDENCE SUBMITTED Ali end of first section on the end males sed the bottom of the an the 6' 70.2V 8.5" manner, the manufacturer will inter the expense of swb testing and the AHJ may immediately revoke, modify, or g<t nailing flange 6" a. 94.25" 8.5" suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, Test Ageacy/ldeadfler as= Iienort 2111ft chalk line (4" down on both side of the ridge peak.) Nail the RV 10 Aluminum Ridge CL 10 119.25, 8.5" if it is determined by Miami -Dade County Product Control Section that this product or materiel fails to meet the Center for Applied Engineering, Inc. MTS 257414a TAS 100(A) September, 1995 Vent in place using 1'Fs" aluminum ring shank roofing nails 6" o c, with the first mil END OF THIS ACCEPTANCE 21/l requirements of the applicable building code. 1'h" to 2" form the vent end. All nail heads and vent section joints shall be sealed with ckw Opod g This product is approved as described herein, and Ems been designed to comply with the Florida Building Code PRI Construction Materials Technologies, LLC FMP-003-02-01 TAS 100(A) 02/12/08 100% silicone sealant. Q s Ridge including the High Velocity Hurricane Zone of t he Florida Building Code. Instal Florida Metal Products, Inc. High Wmd Straps over each and of ridge vent, all rat DFSCRIMON: RV 10 Aluminum Ridge Vat corrections between sections, and at a maximum of 3 it intervals over the remainder of the veal using far I -1'h "aluminium Ling shank roofing nails per strap LABELING: Each unit shall bear a permanent label with the rnanufactur&s name or loge, city, state and following lypiw B•O.Q wX Ridge Shingle: None / _,�-�"�-•' scent: "Miami -Dade County Product Control Approved", unless otherwise noted herein. N0r11rW C e. 8', a V two 1.5' 1.5' Ventilation Refer to manufacturers published therature. CD O RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change P L I4' Beeniel Wind Baas in the applicable building code negatively affecting the performance of this product Crhlealatiodr. �►J r T GENERAL LumTATTONs: /// O TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change dh the O materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, 1. RV IO Aluminum Ridge Vert shall not be installed on roofmcan heights greater than 33 feet SMttdat101111111O Wrsrnea PamBluut Bead for Saks, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section O O of this NOA stall be twee for termination and removal of NOA. 2. RV 10 Aluminum Ridge Vent shall comply with applicable Building Code. ADVERTISEMENT: The NOA atanber b the words Miami -Dade Coon Florida,. RV IO Aluminum Ridge Vent shall not be installed in cogj�tion with Gable vents. CU O O preceded y County, orida, and followed by the 4. Refer to applicable Building Code required ventilation. expiration dam may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done 5. All approved products listed herein shall be labeled and shall bar the imprint oridentifiable nuking of the E - m its entirety. p O O O O O O O mmufacturets name or logo and following statement: "Miami -Dade County Product Control Approved" or the Typical Assembly Isometric View INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and Miami -Dade County Product Control Seal as shown below. L1J shall be available for inspection at the job site at the request of the Building Official. rids 1Bt�min 1-1Roollp � RrN1aR This renews NOAk 08-0611.10 and consists of pages 1 through 4. Z Spicing: r O.G LAX and V Rom Oular Edge FMW The submitted documentation was reviewed by Alex Tigers. Locala 1 UT' From Eadi land Z NOA No.: 11-ca18.08 NOA No.: 124810.08 NOA No.: 12-0810.06 NOA No.: 124810.4g EEpaaDate: 01131118 E=pi Date: g rspntlo. Date: Olsv8 Deck MrWnaml5QrVIUod AppalDste: 01/17/13 lhtr. 01 17/13 Approval Dace 01n7/13 Approval Due: Ot/17n3 J Page 1 of 4 Page 2 of 4 Page 3 of 4 Page 4 of 4 SHEET NO. RD 101 aanr9~Tw Moaar WITALL.AMON Irleleidoru d ficrnstNueM Taph9lBaa wtdrbgarwnt rout aorrupy wsh tivrappioabb baloln9 aodeas. tAis spat veil t1w awraahasesfa pukNo Mood"M kaehmams. The' lashu lormauef be avdemot iw Jabwb at so Mass atap kr lellok . Prior to elpfcedat af►to *%M TblghiWA-k tiwdack MUM vault bedny wW Ito of 44 Ok W Ms Mile w4 curt' "nakno, Corral she ftq msetbo npokad or ropteced. AQpiic9tlott o l ksafkaeWara hw wo" 202 pw" 11onrOfecdTorlWitlidlr urdarbymart is desipnad Or'*oalkrpstapss stZ'tzaw� M9fsw fad aitWtibsfraislea prkaW dole upend ftoatmrdrt ausaldj In foe saws, stsdI q st to awdsaw pokr. Far bmabpe fir: uuehddk,.d as bs/sewa 2:12 fa4:12 It is:nrfansdsndedb daetisp 601ipew Y, fwomrpMiY+islkrlaan rfbw Yops soil puldMw ofrrrR lea! H fink fg code dlfidsk, Tv*dlti r d 91UnwftT—ft b form www A stByrrtlrotlo8hkraiss fAwtRodkrpInnatdnsael mmmalals! bek bwsprlhoied.folo veils, ileo ihe*WM fmb- sver ,ioWpWcW iM6mm9wk oaf! caws so asietmW sdnle9 can be WOW Wderto urdrebymagt bolos nog. I kstotili WArWps AMWdbe44Mdww (1M mm)haring river 9w tlowofwsrbr Ina @NMW eeflan. Viol" and owlepe stcald be ff kwom (Ira WA* Home mood TwightMdn my be katdW WV cone" reddMa mom avow hWM a 34,ln* (4.6 mml do Mahood tow prafb we ormM osp sarosbir resislrrh rteh salAlaloh (zs t mm)) Ww rough fors usedwlwn praMarad a napamtl byhoral oodw Per 94FbMteWWCotW olonf1559lRNtaeandiadeeooavetauwsislkttrotamnAowakt9loAC[MF1ti97. Cmsebnra.lMreace abet trrdAaTMA641, these 1 or on sled corrosion nooklence by mstrp dUbDq A nbftn; hot dPiw I pdarialsom drlieer Magi meWerd.sleyeara9waaeai wFaArdelon+eeMrhtdnurlriet 'MA'tt�dsMnnUleluRTirelesrepAshocaibelong ano4o Forerr 4 apploMlora tessr- are apaoed 12andws 130a moo) iha lap, bol om rod akb Wye end 2,4ardws(a10 mm) WoM too mom sIsred and slowed IS end 24 up kds to NO dNa urderfalonerit. M Homadurd TeuOSIM ardwYgrnwnt sal be left aipsoed far mom Own ayes drys or feftete wooden Is predaesd bola shkows rap belabNd, iaYerlolrt W%%W be owed 6 oahos (153 ills) glory tlw mbpp,, I ft abd atfi bpa fed owery 134nolwa (306 rmy stogy lac roes alewpare 'ad sproed fte d 24 rp Irmao held of fm wWwk nnwit The awroatNelerwrprordr I Is duly m loofantowwinosofHommoQuardTouGhli ra4rw:Wlgntrslt—h:hotI hallo ine. Soollonl4V or IRC Bedl4rt RKS. meet omlpty witlr 9r hbA+atrad atadnwrtrarpi rneriw epadlied krill gaaaUbd Rolf► Under the MS.2012 and 2009ISC Ni 1RCs thandlrrp wdwkfflnwo awy bo teal aw dompsnrrb of aaeeflie'foot sesenn6fes aersleasg *f Cbas A arCoon tber mstafaktglsar Curse asptrf onagwrio 1ef*dr4* aornplybp uft the epplos" coda, wtwn kobtled In woordarroo vfaa 9rk repdrta er a mkrlmom %4 ndi tWdr (%Q rmrs) flywosd look UWw five M WC. do w dwwyroont may Nobs used in than A air CYes broil sessdupiae tAt aiRso eve rtidaoWwktp. apsoMad b the ammoon Is, 11 11, aw "01k2 wd tSW& UrAwths M JRC the umleflymort maybe used wflh roof cant41 of bsikk Ms. , ly, Wift day or m ov* rb4f ft comob ooddrol. Tanoswwaappw all io or Is. andnlabl sheen ad a a ' of It dw $ oorradsigs wspsas dW fo bo uwd kr lbu d a Ch= AsaswmblI urdr ftadlrs 9MA, ice 8ludwr Im a essaf9w (W Mom an ba wd Molar hubris mgawd wdsrtM 19C or IRC, a sW4dw W p*pw madrAd tkumen atawc �rosoMsuiseek adMutfowansoCrt wdrbPnrassird uptho orem knmcishomecM1wsws(MOm knit iM kubdor*d line of 9a buidk0• Hrne(iased Tev* Mdn urAwlyrnru b krblsd a1 , to be dam pm!aeon *ft a 4anda (lot" ire ' tap. Code Compliance Research Report CCRR 1009 Rarlssus DaW (11-014fJ!4T VAMW Qwft D*M%& !metal DOW "-w4 'Iff DfVlafW.OFDG00-THMIMALAND MOISTURE 3A D28CRPTION 31 011-!fowling Felt aril Undsdsynwnt TarphfilkIn9r tS is a madrrriaAy a4synthelt 606 sRsewMrid Prtrdrrots, blc .fadwoeir 15% FL 3204 TouohiMaO 10. reeoh $w 2% Toupi01111 e A ToupkSM08 30, wool Torfgli8166 10 RaafiuY Undrltpewstft 1A SCOPE OF VVALUATiON Thk Re"olic t Ropoft addroaese aanpittrI wfh the • 2016, 21012, and 2009 ftmolhnd Mullft Oxb* • 2M 6 2012, and 2WO holwaffbW RssFdasW Go** (IRC) 2A umn Ta4hSldrtp 15, TbughSkln* 20, Toual 25, Tosrpt&** 30. will Tagihft* 40 mAV unowd y eeft ens toad In the it M of the nod is an aaemagm b do ASTM 0220, Too i and Type 0, rmf imllarltymorb all - M, in Chw1w 1s of tilt iSC and CWW 9 dlhe IRC. The wuWk nwb may be toed ow ooripdrwsrih d aided ase- dM eawfrarf kwbbd as dowritad to ft MWL The undeAsymerrls hetis been evekrNd for att ' Relerenosd awdisrw sppiyw201lI, 90/2, lid 4O09IpC rd PC of a wrmrrl &Wm Coaled nos b�Tho undarlsynew t is Ma* in valor on batif wglwd and stwooli p olds, end has an oaerdl wwoM of 1.9 pounds per U10 series Net The ungadsyroard is sto il" kt roN of 49 kcl+ss whdet>y miest lorry. T*LgtS *O 20 is a nrdhnicolly al2whad syntlsaac wrda kwoort vomprised of a Wows scrim ddaN, on troth rkias Ydtlt a non-viaMsn aclfrs an fry wsgsed akta. The wtaal nr ost Y prey in color on both sagand slid 2.0 pounds per SOD squre fooL The i rdrbyrnant is wafabiwin raft d48 kfalm a'lNdt by 260 Nat Ions. TaagjM" 26 Is a medghiaaily eausd ymthatic ulidrloymart comprised of a woearr warm afwfeol on bath sWw wWt a nor►itwwn sckn an ft expand Nile. The uaderlsy mat is past' In color at both volsottd and sheall tp side, will has and wMal wai(jrt of 2.9 potatdt pr 100 square Net The wolo tgwi is aw A" In vaR d4li itia- wads by2W Nst bog. Tough$kM 30 to a nwaha niwMy atilt I synftft woulortapner t oat 1, 1 of a wman serf t oadW on both sidesnWr a icon wovwv aadrtr an the eopoeed sideti The u6dwbynrftt Ja goy N color on .bath sagioted awn sbaellft ". lid bat end ovis weVA d 3.7ppobui par too square Fast- The uadarkynrard Is e ON N n refs of 4a ktdtwwwide by 250 Net burp. ThughSldrtA 50 is a msahenb* atbvohed syntlredc u do'IF aived d a leOArott swW sowed on balk *Nth a rw64Aww scrim on the sl4paed aide. Tito Ntdtalilyirntt is gay, In color on bath aefwgtf and shasillikg WM, end has and avWW wsiggd of 4.T panda par too alum fast The underlie rnwit is awilolrb In aolis of 4S kxhnA ids by250 feat long. 4.0 RIOTA"TIWN 4.1 0so wal: tntlafaton don mull wM* *alto the applicable Code: 9tis npork seal ft reW k*W's pw**Od kwommudn kaequdbrw. 130 Dory Ceaed • Yawl,, PA 1740a ...«liver WN" MWAM MCa" Complimce Ra esuch Reparf CCI IR40119 Papa 2 of 3 The wdwisg0ttwub must be kwbM in a000tdsmts bka proaedenoe over the provislow In the repot w4h gte subsectlorw of MC Section 1607 MM IRC h~*'- '.0, on trabuou rw. SocOo n RM applicable to the root ocra tp being moboled. The umistlep-MO must be WO MW to 6.2 IneWlelicn Is bhted to rose viltlt apprtwad IN1rtt side up, Wth Mlle as nWW d by the applied meehani * stadrd roof oovw p eysirnw, wile, svaillmadon report, or manubdbaart iretnadforrs, vAd drwr Is more realriod . a.3 irisl llotbn is Im to Imolallstiorm m6wo oho roof °0V°hp does not ktvolva hot+twlfaR arm pleb The roof wwrl nugr to krsalbd krprws sly Mawlhg the toWplaymot spomolion surd to aA lrm*Wdct to &I*W to roof slop" of Z12 (17%) lined be owsad w" the tlme orgraster. Aeritggrme4 Itit the report hddefs published Installation Issbudlom. 6.6 Able vara Wdm must be pmWdrd in scooaderiae wAh that applicable Code once there an no 4.2 110e111e111IN rsgtdrsemb to svMm is vapor poi osioiEy d the 71hws nod wwwwwwarb how nd bean wakiewd for tee as on toe ba W. in groat d the roof Mpolad by a.9 The roof umfollepnerto haw not bean weJuawd ISC Section 1607 or IRC Section RIM to have an ics for use ss"bwvwm barrio, a seWdhe6n9 poytrrsr fia01111, b Men wheel clano rp wfh ASTM DIM, or two layers of a.7 DWMH$iDn for floe ola elution is IkfiM to Cadscomplykp WWW*"Iwtt "Why aNnenbed mirAmurn 5A hwhas Nods dsdt sheathkrp. lagollhor. must law wW such VW 00 be barrier eaWxb up ft rod a min men OWN of 94 hchw b a Tou00dn016, TostahSklnm 20, T-04#0 0 26, holds the hitarlw wall kart of the bulking. The ToughWdn. 30, and TouphSidntk 50 rod Installed In the told of the rod most wtdwtVmsnts an mariubdured under s quality awrbp the be baelso piM m WM by Ind Teeft �epecibrw 4.3 low Cbemvkdhw U SUPPORTM EVIDENCE The rod wadwWVnw ds mega be, used as a oornpom t d a dommilled rad wembly when @psa>i&* 4M Reptile d i ols kt accordonce wM AMU E 1lta. fadoW&W as rldt in a N&4 appeoved by the Code dflidel. The arriveayn N may Ww be teed at an 62 040 In secavOrn wth the =4M AccopNnoe WWn &* to are undWWrttredt tIM In the Code Orfergt for Rod !Mile mawds (AC184 dated for roof oaverbpe prmi9sd under the Exceptiome Ill Febru o ry 2M (edlorlsfy rsvbed DwwrA 2DI ti) iSC Section 1606.2 wd IRC Sw:6on R902.1; wool may be used whom nwchawifiad wM% Is psonAsd In a.3 interlek Lkft RopW "Homs0wrd - SWrrtaeac IBC Section T6 6A Eeeapt In W*Akps pslrtiOed to heat "mcMwftO rodk% Nos root deck must be mknknim W Md"thkkwoo rta:tuad Ww& 7.0 IDBMFICATM 6.000Npfl OM OF WE Ttre rod uvbftflwft we mtked at 24 Iodate kutrvais wltlr 9ws ptodact name Eadr rollof fiat product TM umlarlayrrooft dowlibs f In ft rep of am" with, a bbeied wO the report holders rwrrs, the pro" or - sutable akonvolhss to, is s MAW In Nuots nuns, ft m-ft* p dole code, wad ft Coolf 000 Allied m Seddon 1.0 of No report, atOct In the ft�xwoonmorm Compliance Reaallrctr Reportnumber (CCRR-10SM. art OTHER COO a.1 Irebllrlbn nst caimply with tuts ,spat, the Wpk" Cods and Ore npdrt holder's published This section Is not applicable. hftmm ksirucla w. The WwAd" of !fie Zw 130 Derry Gault • York, PA 17409 Cot Cartpfiwtw Rirtaarch Rspod OCf -IM 9A CODECOMPLIANCE REJWRCH REPORT USE 9.1 Approval of buKdng pmdutole arretror mollenale can only be ,panted by . buMV oft Ml haft *0 w lift in the wocf<c )w on whore approval la 9.2 code Complierroe Research Reports shill not be Head hn wary mauls! twit ' I ; N , a an sexMoartwd d the product by hdlrbk. 9.3 Rebrana to the am is rWomn rtded Ib asaAain 9fa avtent veteion seal sulus "Is "Oft Papa 3 of 3 Th•s Omde 0qooliangwruarah papari Passe t7 is krlw sotkaM toe dtra rkiis Cram end IF prorebdw suvol m1w aowaweat below Min psk��r,d it Garr. I ft rrpowli lit and lowltyaweoNrswwwd�to ewrrfyans ad I M M, rem dfr t ewssawhodri= f�a pYnfIssufwdrdto Perna ampyarp a dw6remc of sea Rspat rd awn mr-rbaaMM�Ay� wail o vw caw ff" dot usan now M wa rarletedrp mwnW OW aabr woes ado frdarartea oat aslswo toper do iiepen Y arded m to wpnreerdons me 1 010 TM RAW le rot nil endewenwr 1 or rocowwwrrdolor *ruse of fn aA$N* wNft pmdW dew Mee tavern. 119a napam k net fw kyafek tbwra Rppat cva ft ft srW}d padwt rd ulwad for k'awt la Co 11kalrt rod fora ROW don rot npwsan &*om onn, for ft we d seq. Ildnkt asawem/on. Ayr us erfw- m M Ir rowan or orwdla mntaibrfM sob or ed•klsrnotsffasMifsd "n'Nisdat.Paaater orromfaa mug ling baapp t' - k wov w kawiek ® 130 DOM Coast • York, PA 174M wa•.siwr•re PoM raxsr N N CO M N U L }/ C 0 N !_ O C ICU � �— .� +- Fn cu = O N C O U- C O M Q CU � .� E Cn O QCn CU CL -0 .- ''C^U vJ Q E Z Z w J O O ^W, ♦A V ) CU O L— 0L CL CIO C.) =3 nO 0-) V� CU W W Q Z Z Q J d SHEET N0. RD 1,2 FOLD UP WEATHER RESISTTEMPOIRARIL VE YSECURE B IER RESISTIVE WINDOW UNIT DOOR ROUGH OPENING $ WEATHER SLOPE RESISITIVE s BARRIER WOOD FRAME CONSTR. O.3 In : 1 Z.O In N 0.6 cm: 30.5 cm TAPE EXTERIOR ( ) a SHEATHING SELF -ADHERED FLASHING :»: >::::>::::»." 3/4"-l" BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND (ASSEMBLED W NDOW) EXTERIOR ® 2 3 OR EQUAL WEATHER PROOF CAULKING CEMT. FIN. 8 WEATHER z SELF -ADHERED FLASHING BUILDING PAPER m ' RESISITIVE 3 s BARRIER SEAL TOPS OF JOISTS WIRE LATH UNDER DECKING - r (SEE DETAIL WP07) SUBFLOOR SELF -ADHERED FLASHING 0 HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive RIM JOIST barrier above header to allow for flashing 3 installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head 2 21 VO flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING r FLANGED WINDOW WP01 EXTERIOR DOOR WITH DECK - SECTION A WP02 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER WP03 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT t NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD FLASHING THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING v FLANGED WINDOW UP JAMB 6". USE LIQUID NAIL BRAND m' OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) o REFER TO TECHNICAL SCORED LETTER ON CHEMICAL ° <:'� :;::?:":<::::;. RELEASE PAPER COMPATIBILITY'::::: .:.::......:::::::.::::::.::. � (BEFORE FOLDING, SCORE SELF-ADHEREDFLASHING SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE °:srr::";t:•:;>:ata;;:. ADHESIVE AS SHOWN) VERTICALLY FROM .:;::::;:;:t::t.-:::.s-::<::a:::;::::.-:.::'::::..::::.::.:.•:::::.:::... BOTTOM F.... :.-....:.: ...:..z:THRESHOLD .. :•:;{i?ik:;:': p:cF{;i:i•::..'T:::.':::?:.:.3 •`!S:i{.lifji)1:... ° . ' SECTION -A (SEE DETAIL WP02) DO NO' BOTTO cl AW(_I SELF -ADHERED FLASHING HALF ROUND WINDOW 4SHING WP04 E AM SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK rLmani a rv^annw _ SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST FwP07 OUTSIDE CORNER d WP05 SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 SELF -ADHERED FLASHING INSIDE CORNER Ground p A A d Oa 2 , n n ed ..a .� O Foundation Wall .A A • 4 . d e FOUNDATION WEEP SCREED NOT USED I WP101 NOT USED I WP111 NOT USED 2 5 4 6 7 WP06 Water Resistant Barrier Lath Sheathing Stucco WP09 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 l # J in each detail that corresponds to the numbered items in theist 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 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 FLASHING REQUIREMENTS 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 wall. 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 tD i cn _ O U C -o N Do-O O CU d. .CM U .� N (�CUC� mo_-�� c O - L N C O LL c O O �O CU > . � ate+ Q L` - c Q C/) CU -*=NJ (3D i U) O _ 0- 0_ O ♦--' O0 O L cn CU �J CIO En z z J a SHEET NO. WP1 s NG 4/6r2(l15 Florida Department of Community 2555 Slumwrd Oar Boulevard Tallahassee, FL 32399 Regarding: All American Shutters and (fleas 22ga & 24gs Storm Panels Project #15-2394 To Whom h May Cow: j Please be advised that the blow -signed engineer does not have nor will acquire a financial interest in the company manufacturing or didributhtg the product(s) for which an evaluation report or validation oortification has been prepared, as referenced above. This ethgiueelr is not owned, operated, nor cxmtrolled by the manllfectu er or distributor noted above and does not bave any fiosncial interest in any other entity involved in the approval process of the above -noted prodact(s). may, �� ...Bak �. 4W9 Frank L.Bemmrdo P.B. WIEOF Frank L. Bernardo, P E., Imo. p ROR10� •' FL PE 0046549 roNA... Cat of ADdh #9983 160 SW 12T" Avenue #106 DEERFIELD BEACH, FL 33442 PNotie:954-354-0660 FAX: 954-354-0443 WINW.INGEXP_.Con odorENGINEERING jar XPREBS 4/&2015 All American Shutters and Gleas — 22ga & 24gs Chttvar&ed Steel Storm Panels Page 2 of 2 2. Minimum Atlowabie Spans 3. Minimum Glass Separation 4. Anc hm Spacing No 33% increase In allowable it has boom used in toe design of this product Separation from glszing is root ro*W for Installations outride of wind zats 4 and essential facilities, Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously listed fat reports, and is accounted for In the engineering design of this product I, WAnd Load Resistance This product has been designed to resist wind loads as Indicated in On span schedules) on the respective Product Evaluation Document (Le. engineering drewring). i Installation This product anon be metaled In atria compliance with Its respective Product Evaluation Document (La enpkneenkl0 dmWng), along worth d camponals nobd harden. Product components shall be of the material specified in that produces respective Product Evaluation Dogsment (La ergirrse ft dnwnini; . ; i i LimftedlFons & Condldons of Use: Use of tlis product shall be In slriot accordance with the respective Product Evaluation Document (i.e. engineering drawing) as noted h rah j Al supports g host sbucdees sill be designed to resist of superimposed loads and sheil be of a malaid listed In this product's respective sndwr schedule. Host structure oandl ions w4ich are not accounted for in this prelude respective srhdar schedule shall be designed for on a ob4pectfic bads by a registered probssiorsl engineer. Al components which are permanently tnateI shall be protected against corrosion, afrlanhinabon, and c 4h r such damage at all tires. This product has NOT been designed for use whtiin the High Vs" Hurrbans Zone (HV . 160 5W 121" Avenue # 106 DeaRFIELD BEACH, FL 33442 PHove: 954-354-0660 PAX: 954-354-0443 WWW.ENGEXP.COM Andhor specifications sham be as indicated on sheets 1, 7 and 21 of 20, of Product Evaluation Document (P.E.D.), drswhmg Nm 15421- T. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly In comply with General Notes No. 1, 8 thru 14, ixJkatad on sheet 1 of 26, as wall as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 28 of Product Evaluation Document (P.E.D.), drawing No. 15- 021 prepared by Tilteco. inc. and signed and sealed by Waller A. MON. Jr., P.E. 7.2. Product may be installed Witilii HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florkda Building Code. 7.3. Product shall Only be installed into poured concrete, cOncrete bbdc, and Wood frame structures. Product Evaluatbn Report prepared by Walter A. TEL Jr., P.E. (Florida LJcense No. "167). President of Titeoo, Inc. (Florida F.B-0006719). NG 3nOrAI5 Florida Department of Business and professional Regulation 1940 North Monvoe Strad Talloheaew FL 32399 Ragarding: Town & Cowry Industries 0.050" Aluminum Storm Panels Project #15-2336 To Whom It May Comm: P1esse be advised that the below ender does not have nor will acquire a firineiad interest in the company mamdaLtuuing or distributing the produd(s) for which an evaluation report or validation certific adoo has been prepared, as r'elietwoed above. This origuicer is no owned, operated, nor controlled by the manaSaebaar or distributor noted above and does not have any financial Infest in any other entity involved in the approval panoeas of the above -noted product(s). gE , Respectfully,-,p toliTE of Frank L. Bersoaado, X. !;10Ri01. Frank L. Benlardo, P.E., Lau . S%ONAL��O FL PE 0046549 Cent of Auth #9995 160 SW 121" AVENUE *106 DEERFIELD BEACH, FL 33442 PHone:954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM PaEr,\.To ENOINEERIE PRODUCT EVALUATION REPORT ENGINEERING EXPRENSO EXPERT PRODUCT EVALUATION REPORT 4/1R016 ApplicationNumber FL I2TS-L 1 — R5 EX Prof sat NuNmber. 15-2336 Prodad Manufscki er. Town & Country industries Menufacwer Address: 400 Wed McNab Rood Fat Lauderdale, FL 33309 Product Name 8 Desaiptbn: 0.050• Akrminu rn Stonh Panel For Use Outside to HVHZ and Eswenial FwtlNet Scope of Eva►uadon. This Product Evaluation Report Is being hued In aaarrdahce with the requirements of the Florida Deparirtwl oretisi ass and Professional Regulation (Florida Buildig Cornmissbn) Rule c2WW61G20- &W5, FAC., nor statewide s — I - nor per M el hoell(d). The product noted above has been tested atdfor eva%mWd a eu"w. w sd heeIn In shag asnplena with the Fields &lift Code FfM Edition CM41) and Is, for the purpose fNended. at Ind e*elvel rl to that required by tit Code. Re-etaltEtlah of Oft product shed be required following pertinent Florida Bull fYt Code mod &M or revisions. Substantlaft Data: PRODUCT EVALUAMON EX drw*tg #15 233a titled TAW Aluminum Storm Paner, sheets 1-10, prepared by Enginook Express• signed h1 ssaWd by Franc L Bernardo. P.E issn I i gr, pat of tie Evaluation Report lJnlfom $two structural parlorma ce has been bead In accerdenos with ASTM E330.02 not stardoms par Wet reporgs) #TEL 07-0119026e by Tea" Evaluation Laboratories, hr. (TEL) and =163-0B00-10 by Hsricente Tat Laboratory, LLC (HTL). L arge mlsole impsd nssiatrhoe and cycle Weft perlonnara heve been tested In accordance with ASTM E18BO.M 8 E19B8-02 bet stadNfards per Wet reporf(s) #1'Ei 07-M ISM58 by Tasttrg Evaluation LabaabriK, Ine. (TEL) rest 0WM )W6-10 by Hurians Tat Laboratory. LLC (HTL). Structural engirserdng calculations have bean prepared which evaluate to product based on comparative andlor datlorsl arslyW b qudly the foltovrUg dealgn ex9leris: �..aa.. 1. Maximum Allowable Spam 2 Minimum GIM Separationa Saari Valid for 3. Allow Spacing 4. MadmurnAlowable twuth 2 Crimbirisdons 5. Areellor apacdgr * No. i Y� P.E.. 99 !tC CA 160 SW 127" Avenue *106 DE L 33442 PHowe:954-354-0660 FAX: 4-0443 W WINARSEXP.COM 1 L I ECO IINf :. TRIN TEZaTIMB'a ENOEddoluiIM Coasidi Y WALT ER A. TTLLrI; JR, P.E. run lRa.a. Lie�rlln ed671r CERTIFICATION OF INDEPENDENCE (Rule # 61 G20-3) Evaluation Report ik 15-0319.04 Date. Duch 19. 2015 Product Category.. Shutters product subcategory: Stomm Panel ProductName: 34 Gaon (fah anted Steal Storm PWW Marwfacbmursr Narrhe: Global Protection Products. LLC Dear sk {iladem): This is to certify that this Florida professional Engineer. performing this evahuaton does not have nor will acquire, a A. wa iM intoned in any company manufacturing or distributing prorkl to for which the reports are being issued - This is also 10 mittly that this Florkie Ptobvi tonal Eoglneer performing a" eveltaetion does not have, not will vAuk% a financial Interest in any other entity involved in the awwal process Of the product. CetrtM n deP« no+ PnPa bur Walter A. Tltit, Jr, P.E. (Florida I cam Na 44i Tileoo, hare (taaridr EB-0008711ij 6355 N.W. 36 fit; Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fora: (305) VI-1531 NG 3/30/2015 Florida DVartmetd of Business sad Pro&esicand R%Wauon 1940 North Monroe Strad Tallahassee, FL 32399 RL• WdinV Town & Country Industries Safety Tinge" & Polycarb Strum Panels Project #15-2337 To Whore It May Concem: Please be advised that the blow-sigared dlgmeor does not bane nor will acquire a financial interest in the company manld'acturing or distributing the product(s) for which an evaluation report or validation ratification has been prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufichmt or distributor noted above and does not have any financial entered in any other entity involved in the approval process of the above -noted prod cKs). t 7 ! No. 4" ' Funk L Sim Frtank L. Bernardo, PJL, Inc. . � •'. FL PE OD46549 Cat of Auth #9985 sIONAi.� 160 SW 121" AYENUE # 106 Deennf!LD BEACH, FL 33442 0hone: 954-354-0660 FAX: 954-354-0443 WWW.EnGexp.com �EN131NEERiNG icXPRE9S4 4/1/2015 Town & Country Industries — 0.050" Aluminum storm Panels (Non-HVHZ) Page 2 of 2 No 33% Increase In allowable stress has been used in the design of this product Separation from glazing is required for use within assenttel facilities. An erglvadency letter is provided with this evahaalion report for ecplvalency to ASTM E 1996-09. Impact accounted and Is Largo Missile ied for iResistancempact the engfheerfng design pradurct in previously listed test reports, Wind Load Resistance This product has been designed to recast wind bads as kx#ceted in the speh schodule(s) on the Product Evaluation Document (i.a onlihosting drawing). Installation The product listed above s:hei be installed In *let compliance with the Product Evaluation Document (La engiheeMg drawn g), along with all components noted therein. The product components shall be of the material specified In the Product Evaluation Document (Le. englnesrig drawing). Limitations & Conddons of Use: Use of this product shy be In Ott accordance with the Predict Evalueton Document (i.e. engineering drawing) a noted herekh. Al supporting host structures dell be designed to resist all superimposed bads and shun be of a material Ided In this product's respective anchor schedule. Host sbuclu a ocoul ores which are not accounted for In ads piodu t s respeexero anchor schedule shall be designed for on a ske specific bests by a reglatered proleselorhd engineer. AN components which are permanently, Instated shall be protected against corrosion, contamination, arid other such damage at all dares. This product has NOT bearh designed for use within the High Vdo* Hurricane Zone (HVHZ). 160 SW 12r" AVENUE *106 DEERFIELO BEACHr FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENG EXP.COM �r1��Ix11� 00r. i LI ECO INC. TfWT TEaflp6 a EIIBIMiiRINO COMPfAMIf Wmm'll A- TTL175 ML- PJ:. PRODUCT EVALUATION REPORT FL# 15076.2 rLILa IiswN. 000rIH REPORT NO.: 15-0319.04 DATE: March 19, 2015 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 Gage Galvanised Steel Storm Panel MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street Davto, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report itcated by Walter A Milk Jr.. P.E. (System ID # 1906) to the Global Protection Products, LLC , Rule Chapter No. 61G20.3. Method 1D of tic Florida Deperbnent of Busine" and Professional Regl latlon. This product is being issued an Evaluation Report as described herein, and has been Verified for compliance in accordance with the 2014 ARh edition of the Florida Building Code, and to verify that the pdndud is for the purpose intended at least a qu(vaiertt to that required by this Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may ~ its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1 PRODUCT EVALUATION DOCUMENT 1P-E.D.1: Drawing No. 1542Z tided 124 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilleco. Inc.; signed and sealed by Waiter A -MOIL Jr., P.E.; dated 0311212015. This drawing Is an Integral part of this Evaluation pert ganua/ 6355 N.W. 36d Street; Suite 305, Miami, Florida 33166 - Phone: (305) 871-1531 ING 4n3/15 Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee. FL 32399 Regarding: Town & Country bdusties 240A Steel Storm Panels Project #14-2031 To Wham It May concern Please be advised that tLe below -signed engineer does not have nor will acquire a fnararial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has bean prepared, as referenced above. This engineer is not owned, operated, not controlled by the matnrhicmrer or distributor noted above and does not have any fnanoial interest in any other entity involved in the approval process of the above -noted produd(s). Resp 27 pf Frank L. Benwndo, / N0.46549 Frank L Beamtrdo, P.E, SUN OFFl, PE 0046549 iu Cat of Auth ##9885 fI0R10p �`�. 160 SW 12T" AVENUE # 106 DEERFIELD BEACH, FL 33442 PHoRe: 954-354-0660 FAX: 954-354-0443 WW W.ENGEX►.CON 00. rr� 1 L . ECU INc. TEUT T511111 lg a tit EIUlYO O MPANY WALTBR A. MM, JR, P.E. FLra FL t.e.lbmalin Wr•7b CERTIFICATION OF INDEPENDENCE (Rule # 61G20-3) Evaluation ifeport a 16-0319.05 Data: March 19. 201 Product Category: gory: Product Subcategory. Storm Panels Product Hanle: 20 Gem Galvanized Steal Storm Panel Nbnafaaturar Name- Global Protection Products I.I.C. Dear Sir (Madam): This is to certify that this Florida Processional Engineer, perfomlrg this evaluation does not have nor will eoqulm a tlnancial interact in any oanpany manufacturing or dbtrixu*V products for wrhich thhe reports are belt issued. This is also to certify bent this Florida Professional Engineer performkg this evolution does not have, acquire, a finaxccled Interest In any otter entry IhwMed In the approval process of the proditict. Certificate of indepasdween prepared by Walter A. Tuba. Jr, PJL (F7orids Limnos No. 44167), President of Tilbcco, Inc. (Florida ES-0006719). 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 971-1530 - Fax: (305) 8714531 &L TEST REPORTS: Large missile Impact bad bests were performed under SSTD 12-99 standard as per section 1W9.1.2 of the Florida Budding Code. Uniform static bads as per Section 1710.5.3, per ASTM E-31M. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03111102 witnessed by Wiliam R. Mehner, P.E., Boriz Moroz, P.E. and Henry Haltem, P.E. and Report No. 0219.01-09, dated February, 25, 2009, signed and sealed by Edrmmdo Largaespeda, P.E. and Henry Hatter. P.E. Large miselle Impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida. Report No. 1123-01-10, dated November 23, 2010. signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9C M-198 by QC Metallurgical, Inc., dated March 13, 2009, sided and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile'test as per QC Metallurgical Report No. 10KM-1318, dated December 1, 2010 signed and sealed by Jerry Jadofano, P.E. as per ASTM E-8. 2.3 STRUCTURAL ENGENEERING CALCULATIONS: CM 24 Gage Galvanized Srect Storm Panel for maximum panel length vs, design Ward bad, as wen as maximum anchor spacing vs. design Wind bad and panel iength based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by TRlaco. Inc., dated 12MB/10 and 0&27/13 (for this revision), signed and sealed by Walter A- MIlt, Jr., P.E. 3. MISSILE IMPACT RESISTANCE* Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Paral has been verified to sustain wind preagures. Mwdmum panel lerigM shall be as Indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 15.042. Mabdmum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. IS.= 24 Gage Galvanized Steel Stomp Panel has been verified for code compliance to work as a non -porous storm stutter assembly, as per SSTD 12-99 Standard. SI711F OF ' NRO. --.-A) NG 3/19/2015 Florida Department of Business and Professional Regulation 1940 North Monroe Street, Tallahassee FL 32399 Regarding: Town & Country Industries 0.05V Alwmntun Hinged Storm Panel 15-2348 To Whom It May Concern: Please be advised that the below -signed engineer does not have nor will acquire a financial interest in the company matnifiIeturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as referenced above. This engineer is not awned, operated, nor controlled by the manufacturer or distributor noted above and does not have any finmcial interest in any other entity involved in the approval process of the abovooAad psnduct(s). Respectfully, R It 20 i NO - Frank I Barnudn, 146549 Fork L Bernardo, P.E ,Luc $PROF FL PE 0046544 '•: 000%.•' Cert of Auth 09995 01YAL 160 SW 12T" AYENUE *106 DEERFIELD BEACH, FL 33442 P"oNE:954-354-0660 PAX: 954-354-0443 WWW.emG!x►.com .ram 1 L I E CO IIVC. TMJU1T TESTNta a EN9M1lttp1lll6 COMItMMr WALTER A. TILL , J1L, RE rcra• FLa& Ia.,•r /rD. AaPIH PRODUCT EVALUATION REPORT REPORT NO.; 15-0319.05 DATE: March 19, 2015 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 Gage Gelvarli ed SWWSbtm Panel MANUFACTURER: Global Prolaoton Products LLC. 48M S.W. 61 Sheet Davie, Florida33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Waiter A TiUK Jr., P.E. (System ID # 1906) to the Global Probctlon Products, LLC , Rule Chapter No. 81(i20-3, Method 1D of the Florida Deparbno t of Busirerss and Profssslousl Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with tihe 2014 fi t edition of the Fbrida Budding Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision it case of a Buik#ng Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: Zi, PRODUCT EVALUATION DOCUMENT (P.E.D.k Drawing No. 15421 (revises No. 11-213). ruled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 25 of 26 prepared by Tllleco, Inc.; signed and sealed by Wager A.Till, Jr., P.E.; dated 3/12/15. Tt %,(j(�ng is an integral of this Evaluation .a /a/ Part Report• ``"'1, >A A: Tki/>', �P\' ........... Tv%pt a- Nn deli Al- ? 6355 N.W. 36d Stied, Suite 305, Miami, Florida 33166 - Phooa ( XqW- I?= (305) 871-1531 Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No.15.021. 7. LIMRATiONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 tru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thou 16, Indicated on sheet 21 of 28 of Product Evaluation Document (P.E.D.), drawing No. IS- 021 prepared by Tilteoo, Ina and signed and sealed by Walter A. Tllit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defthed on section 1620.2 of the Florida Building Code. 7.3. Product shall only be instated into poured concrete. concrete bock, and wood frame shucbures. Product EveJuabon Report prepared by Walter A. Tall, Jr., RE (Florida Llcense No. "I e7), President of Tbecto, Inc. (Florida EB-0006719). el Pa E. R.To �NOITE EVALatimixUATION TION RIKXPRElEPORT PRODUCT $VALUATION REPORT Product Evaluation Report 40MI6 Awkialon Number. 1367&1-t.2• Fit Project Number. 15-2304 Product Manufacturer: Al American an Shutters and Gbu MrRlAschperAddfaar 1540 Otaana Read Wed Pain Search, FL 334M Product Nan» 6 Dssaip0ar. 2Zpe tit 24ga GstMIzod 81ss1 Sterm Panda Lorge MWok Impact Resistant Scope of Evaleiatlon. This Product Evahwtion Report is being issued In accordance with the retluirrinesinb of the Florida Department of Business and Prollesgawi Regulation (Florida Building Ca n"ort) Rub Chapter SIG20- 3.005, F.A.C., for statewide acceptance per Mothwod 1(d). The product noted above toes bson ivaabd snA W evaluated as summarized herein to show compliance with the Florids Building Coda Rft h Eddm (2014) and Is, for to purpose intended• at Ind equivelent to that requited by the Coda. RowAiluslion of tiis product shall be required fallowing perdresm Florida Bul ft Coda modli aOorha or revisbra. Substantiating Data: Et drawig #15.2394 WWd —np d 24V Galvanised Sled Storm ParloW. shoat 1-0. prepared by Enginsoft Eprose, signed 5 seated by Frank L. BerNtado. P.E. is an Integral part of tide Evaluation Rep TEST Urd" static structural performance has been heated In with ASTM E330.90 test standards per best imperils) 002.001, t1W-002, 6 #03-M by Construction Tes*V Corporation (CT% Largo rnisde Impact ueehearNrs and cyclic badin9 perfomhaha have been baled In acoordarhee with SSTD 12-N teat standards per best roporgs) #M-OM, d02-WZ 3 #03.001 by OonsbucUm TedN Corporom (CTC)- Metal tensile copadgf has been determined in aeoonlance with ASl'M ES eat standard par lost report 00127H, #019BH, f. #=U by Codified Testing Laboratories (CTL). •STRUCTURAL ENGINJIM111919 CALCULATIQUIll odgknatEre insi i Stud" ei ghnesrbp calculations have bean prsapsred which PRO" _, tiRa ... eva lu de to product besed on conpeatrs sndbr rational arnilysle to quality the fotowrili deep axll erte: 7 1. Maximum Allowable Spars # PE004854P 1 160 SW 127" Avenue *106 DEERFIIM BEACH, FL 33442 PHONE:954-354-0660 FAX: 954-354-0443 W WNI.ENGEXP.CON ATM rP011T No, I5-e319.a5 ? 2.Z TEBT REPORTS: Large minas8e impact cold UtiWe load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static toads as per TAS 202 Protocol. Test reports prepared by Hurricane Engin0li Mug ds Testing , Inc., Reports # 96.569 dated 08/09/1996. # ,570 dated 09/1811996, #WT30 dated OWMI at toes signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1&1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated Mardi 4, 2009. signed and sealed by Edmundo Largaespeds, P.E. and Henry Hattem, P.E. Tweier teat report No. 9CM-197 by QC Metalwgical. Inc., dated March 13, 2009, signed and seated by Frank Grate, P.E. WGINEEBM CALCULAM11i On 20 Gags Galvanized Steel Storm Panel for maximum panel length vs. design wind bad. as well as mabdmum anchor speor�� iw d I>� length based on rational and comparatiNe section IBIS of the Florida Building Cade. Calculations prepared by Tilteco. Ire., dated 11 /03/08 and 03112115, signed and sealed by Walter A. MOIL Jr„ P.E. 3 M SILE IMPACT RESISTANCE:. Large missile impact under section ION of the Florkla Building Code, as per TAS 201 Protocol. 4. WiND LOADS RESISTANCE: 20 Gags Galvantzed Steel Slam Panel has been verified b sustain wind pressures, Mwdmum panel length dill be as kWkaW on sheets 8, 10, 14, 15, 16. 19, 26 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing Nor 1S-021. Mwdmu m Anchor Spacing sham be as indkated on sheets 8, 9, 10, 11, 14, 16, 17, 18,19, 20 25 and 26 of 28. of Product Evaluation Document (P.E.D.), drawing No. 15-021. 5. INSTALLATION : IneWation shall be performed sMody in accordance with deotails Indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 13-021. Minimum separation► to glass shut be as indicated on sheets 8, 14.16. 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 15-021. 6. MATE S: Shall be shrilly in accordance with General itdkalad on sheet 1, 2 and 22 of 26, of Product �• D.), drawdng No.15-021. „c., A4167 �a n�F nW' W Vi t6 N •4� 2) ��1) CL d- Q 2 CW t6 .� U Cl) CD = M O N C . 0 L.L ICU Q .U) c Q N a) L— 0— E cG 0 1-2 CL I— -0 U Q L� CD Center O Q. U _0 L.J. UD O Cl) LL Z Z Q J a SHEET NO. SH 1,0. _ -- _ _� _ _ r e.. s.e:rw�ra.ir •�sl.�n ', .r 1 � ral�tl _. 1 I ILL-,' L_ _ __ �. _ _ N CAW TWIT PRECAST STONE. GN PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE FOUND ON THE Awn 111132 20 peer pML1.11Oap sea[N. av EXISTING WALL.. ANCHORS SHALL BE LONG ENOUGH TO REACH 7HE MAN STRUCTURE 804M SUCH PANELS. 1. STORY PANEL SHOMIN ON THIS PRODUCT EIIALUA710N DOCUMENT (PLED.) HAS BEEN VERIFIED FOR COMPLW410E N ANCHORAGE SHALL BE AS MENTIONED N B1) 40 N 0.2). ACCORDANCE WITH THE 2G14 (5th EORON) OF THE FLORIDA BUILDING CODE (c) TO shop= WOOD [WL SPonFIc o1NAMRIY_ p . n'A Mwtt DESIGN WIND LORDS SHALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED C ODE_ - 1/4Y TAPOON ANCHORS• AS MAAAIFACTU M 9Y LT.W. BUILOI . NC. - /14-10 PANELIAME FEMALE ID AND PAMEL MATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A WIND SPEED AS W)UIRGD BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE OWALLED AND FOR A DW"TIONALt1Y FACTOR Kd- LO& USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FTC 40 SMALL - 1/410 LAG SCREWS PER W.D.S. NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE WINGS NDICA70 ON SWEETS 7 TH RU 12. 14, 15. IS, 19 20. - 7/1610 x 5/ir WOOD BUSHM AS OISTRIBI. D BY ALL PONT SCREW. BOLT & SPECIALTY CO. N ORDER TO VERIFY THE ABOVE CONDITION. U13610TE DOM WIND LOADS DETERMINED PER ASCE 7-10 C.t) MINIMUM THREADED PENEM71ON INTO WOOD OF TAPCON ANCHORS SMALL BE 1 1/2' AID 2' FOR ELCO PAELMATE PUS SMALL BE FIRST REDUCED TO A.S.D. OEM WIND LARDS BY MULTIPLYI NC THEM BY 0.6 IN ORDER TO AND PANELMALE FEMALE D. 10 COMPARE THESE W/ MAX. (A.SD) DESIGN PRESSURE RAiNGS NDICATED ON SHEETS 7 THOU 12. 14. 15. 16, 19 & 20. C 2) MINIMUM THREADED PENETRATION OF LAG SCREW. ILO THE WOOD FRAME UNIT SWILL BE 1 1/2•. NO THREADED N ORDER 70 VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED. A 33X NCREA9E N ALLOWABLE PENETRATION MID STUCCO SHALL BE CONSIDERED AS PART OF THE REOLIVRE0 THREADED PV&MiATIDN. STRESS FOR WIND LOADS WAS MM USED N THEIR ANALYSIS. FAST04M SPACING TO WOOD HAS BEEN DETERMINED N ACCORDANCE WITH N.D.S. 2012- C.3) MINIMUM EDGE DISTANCE OF TAG SCREWS, INTO WOOD SFYLLL BE AS INDICATED N THIS DRAVNG STORY PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HEAR BEEN VERIFIED N ACCORDANCE WITH SECTION 1620 OF ABOVE MENTIONED CODE A6 PER HURRICANE E ENGINEERING & TESTING INC. REPORTS NI-Iig9. 96-570 & 98-73D AND C,4 MINIMUM PENETRATION OF WOOD BUSTING SMALL BE SJB'. 1/4" h20 SCREWS USED SHALL BE i 1/2' LONG MINIMUM ) FENESTRATION TESTING LAB. INC„ REPORTS /2032 & /2126 , AS PRO'RDCOLS TAS-201, 1AS-202 AND TAS-203. SHOULD STLICCO EXIST, AND 1' MAIMED FOR MALTS WITH ND STUCCO. AS WELL AS RW NEST LAB OF SOUTH F1.016oN REPORT /�f9.01-09. AS PER lAS 201, TAB 202 AND STANDARDS. lA5 2(H3 STANDNDARDSDS RLIO C.5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOAS BE FOUND ON THE MIING Wli� ANCHORS SMALL BE LONG ENOLEM 10 MAIN SIRLICTUfiE BMW SUCH PANELS. 2. ALL ALIUNINAI EXTRUSIONS TO BE WO-•T6 ALLOY AD TEMPER. (UNLESS OTHERMAW NOTED). SEE SHEET 2. ANCHORAGE SMALL BE AS MENTIONED INC.1).REACC.2) 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAD. HAVE 3105-H14 ALLOY. 0) ANCHORS SMALL BE NSTAIM FOLLOWING ALL OF THE AND SPECIFNa1AONS OF THE ANCHOWS �R 4. ALL STEEL. SHEET METAL PANELS SMALL HAVE STRUCTURAL QUALIFY STEEL ASTM A-6W MADE SO MINIMUM. G-60 0ALV41NIZED STEEL DESK *nm W/FY- 5" Nil (AFTER ROLLED). B. PANELS MAY ALSO BE MSIALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROWN 10 (SHEETS 4 THROUGH 6) CWEFT THAT HIEADER5 O & O SHALL. NOT BE USED. 5. ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AIM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DN 50018 W/ 50 NIA YIELD STRENGTH AND 90 IWT TENSILE STREHM & SMALL COMPLY W/ FLORIDA BUILDING CODE 9. IF SMALL BE THE RE'SPONSIBIJTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TER IS 70 BE SECTION 2411.&3.4. ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BL" OR WOOD FRAME BIslDI1NCS. B. BOLTS 70 BE ASTM A-307 OMYANZED STEEL, OR AIM 304 SERIES STAINLESS STEEL, WITH 35 W MINIMUM YIELD STRENGTH, 10. EACH REGULAR STORM PANEL WTH LENGTHS OVER 6'-8 THOUGH 1Y'-4', AS PER SECTIONS 6. $ 9 & 10 AND ALTERNATIVES BMW. •W & IOW ON SHEETS 5. 6 & 12 RE&PECIMFLY; SMALL HAVE A LEGIBLE AND READILY VISIBLE MARIANG INSTRUCTING OWNER OR 7. ANCHORS 70 WALL SHALL BE AS FOLLOWS: TENNIT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIM OF MUINWA E WARNING. - (A) !D E1d4= Poison mMla�Ir- 11, THE NSUALATIDN CONTRACTOR IS TO SEAL/CAULK ALL %WIER COMPONENT EDGES WHICH, ROM IN CONTINUOUS CONTACT WITH 1/4'9 TAPCON ANCHORS AS WNUFACTLIRED BY I.T.W. BUIDEX. INC. (Min. Pc-3192 p.e.i.) THE BUILDING TO PREVENT WM/RW INTRUSION. - 1/4• r x 7/8• C:ALK-11 ANCHORS AS M OWACTURED BY POWERS FASTENERS INC. (ON. fc-3000 p.&L) - 1/410 x 3/4' SOLID -SET ANCFDRS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT a S1PECIAL7Y CD. IZ STORM PANEL PWALLATON SHALL COMPLY WITH S'EGS INDICATED IN THIS ORWM PLUS ANY BUILDING DING AND ZONING REGULAMNS [wn. rc-,7000 P.e.l.) PROVIDED BY THE JURISDICTION WHERE POW IS APPLIED TO. - #14-10 PIINE3AINE FEMALE D Al PAHiLMATE PLUS ANCHORS. AS WVAIFACTURE0 BY EDAO CONSTRUCTION PRODUCTS. 1K f� I 0" 13. (a) THIS PRODUCT EVALUA710N DOCUMENT (PLEB.) PREPARED BY THIS ENGINEER IS MOW AND ES DONOT PROAUE INFORMATION FOR A SITE SPECIFIC PROJECT: Le. WHERE THE STE CONDITIONS DEVATE FROM THE P.EA. - 1/4Y OF TAP-0RP AN04M AS MANUFACTURED BY TRU-FAST OORPORA71014 (fc-3600 p.s.i.) LIFE WM OF THIS CONTRACTOR TOPRODUCT (b) RESPONSIBLE FOR THE SELECTION. PURMME AND 16TMLATION� At) MMMIIIM EMBEDMENT OF TAPOON ABHORS NM POURED CONCRETE SHALL BE 1 3/4-; 2- FOR PANB ATE FEMME EASED ONTHIS PEEL PROVIDED HE/SHE DOES HOT TEDEIM FROM THE OONDTION4 WI THISDOCUMENT.M D AND PAtEMALTE PLUS AND t 1/1" FOR CF TAP -ARP ANCHORS. COMMUCiIDN SAFETY At SITE IS THE CONTRACTORS RESPONSIBILITY. A.2) mx-N & SOLD -SR AIwom SHALL BE EMBEDDED 7/6• INTO THE POIAt@ CON wm No awlEOMEM wo (4) THIS PRODUCT E1ALLATION DOCUMENT WILL BE CONSIDERED IMA ID IF MODIFIED. STUCCO SHALL BE PERMITTED. ,/e .-20 SAPS USED SMALL BE 1 1/2' LONG M•1111RIJ SHOULD STUCCO EXIST. NO I' MINIMUM FOR WALLS WTTH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECT$ STALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHOM WILL BECOME THE BRIT WITH WING NUTS. ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPCINSIG E FOR THE PROPER USE OF THE OF REfXURT ACING AS A ENO TO TFif A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS• STUCCO OR WOOD BOARDS BE FOUND ON THE _ PJe.D. FN(INIEDt, SMALL SUBMIT TO THIS TATTER THE SITE SPECIFIC OWeYN/G.S FOR REVIEW. L SUBMIT IT TO T W EXISTING WALL OR FLOOR, ANCHORS SMALL BE LONG ENOUGH TO RFJACH THE MAIN SIRUCIAM BEHIND SUCH PANELS. ANCHORAGE $NULL BE AS IENPOMED IN Al) AND N A.2). (e) THIS P.ED. SNW.L BEAR THE DATE AND ORGNIM. SEAL AND WMIURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED TT. (a) 70 mam CONCRETE It111CJG w1uL AS7Y C-eR - 1/4' . TAPCON AINCFROfiS AS W1NIlFACTURED BY L T. W. Bt10.D00, INC. 14. St•TTiR YAIlFT1CRIRFRS LABEL sIRALI BE LOCATED ON A READILY VISIBLE LOCA110N AT STQRI pANE1 SHUTTER N AfXSORgANCE WTH 56CWON 1T10.8.3 DF FLORIDA BALDING CEDE ONE LABEL - 1/4• a x 71W C ALK-4N ANCHORS, AS NW4UFACRIRED BY POWERS FASTENERS Ne. (►MW rc-1500 p.a.E.) SHALL BE FOR EVERY OPENING. LASHING TO COMPLY WITH SECTION 1710.8.2 CW THE - 1/4-0 X 3/4- SOLIDSEF AWCf0M AS DISTRIBUTED BY ALL PONT SCREW. BOLT & SPECIALTY CO. - (MwN. rc-1800 pa.L) - #14-10 PMELh NE FFNAE D AND PANNEUMIX PLUS ANCHORS• AS MANUFACTURED BY ELCA CONSTRUCTION `- Y` ........: SHIN T ONLY BE USED 7D PEwars N THE sRVE OF FLQRDA PRODUCTS (MIN• re-2071 pAJ.) . �jCEN FILMDA BL"NO CODE V. FNeTrioan• Zone) - 1/4. 9 CF TA -GRIP A40MM AS MANUFACTURED BY TRU-FART OORPOWLflON N0, 44187 Y &J" a =a AC 20 CAGE GALVANZEO STEEL STORM PPM AL ELI) MMJM EMBEDMENT OF TAPCON AND DIM ELCO PANELMATES AND CF TAP -GRIP ANCHOR, NM THE CONCREE BLM UNIT SMALL BE 1 1/4'. NK+ C as/WI9 PIOTi MON PRODUCTS' TLC' T E C O '.... 8.2) C"-1M a SOLID -SET ANCHORS SHALL BE EMBEDDED -Ile INTO THE CONCRETE BIOTIC UNIT. NO EMBEDMENT EtiaGLOBAL ow &A a alLletr �r Ott INTO STUCCO SHALL BE PERMITTED 1/r 0-2O SCfE1M5 USED SMALL BE 1 1/2' U M MINIMUM SHOULD STUCCO tl` ! coA am ow AFIL M 15-021 U•` ae a NS xa A RIB EXIST. AND I" YIIIYUM FOR MALLS WITH NO STUCCO. Orr: POW a+-Iw. Ate .TIT -,a, go-doopHa w r x:ax. rwxp w 9IIFpla Rs AY eALwt A NIl7� 4 ' _ Ora I was CaHIOIETE iixm s M. E9Eg11oH� E) OOIIpp7E facto S On mscuu: On IIHMMa sgwu H C0 Cm xNeopic am Sam a 1 vaoxa A) COIWM A/xaldo 9,lfIS 6 1HMIOUDIW 9) E t T I 1 T o^ LULL {/� I � HH10 j 2 0 1 I 3RED J ��::// Qw4"NORM ftusto 1 1 tsNx, 1 1 C1.t I ' • Sw i Dow SSw I 1 1 Ira aral�Rac I A I U/Y • I t ' '/a' Ck EAR TO ILA i UPAW J + -(Irm y I SIT°LAD j g atAat Df L 1 84tAw H 1 " 8�T QAf 1 6 1 3 1 L I I tk,a 1 3 1 t • I a tMNM aM10 • 1 j I _• g t 12 ,/Y as t>re view Nw ISa COIICREIE OR E ( • I pxt I 1�/r mG• S 1 j EX05Tr1B POURED 12 1/2' 04 CONCRETE BLOCK 1 811p • RBOURED. _- i 12 1/r W rA _1 of lING POUREDCONCRETE \ REQUIRED. DRIB a.l... oa O C.& M sclo it A�at 9) 9} soam a 1111DHOFi WALL MOUNTING CEILIM AND FL�,jy�NGG SECTION 1 SECTION 2 SGIE !/6-1' SCM.E 3/8-1- .. I W9I1 •9 1 i A q � MR =cow 1. 3 a 4 ar 2HW 4 aomcmm A,10101W dl= somos ar •1m a t REQ RED. SHMM a THROUGHED 9) CIOLING AND FLOOR MOUNTING SECTION 2A SORE 3/8-t- CI zlT I CONCRETE BLOCK BLOCK REONRFA. �D ,/2 IN 1• NIB... i � ANCHMa NMa •r 4 9'14 \ a` sEETs a 11ROxai o} \ s++RErs a 7Md1ot h aas.•Ir ac MOUNTING aSCALE 3/6-1- ALTERNATE BUILD OUT MOUNTING SECTION 4 SME 3/8-1- E.D. = EDGE OISTANCE (SEE SCHEDULE ON SHEETS 8 & 4) NOTE FOR omawM Q -SIMM TOP & BOTTOM MOUNTINGS CAN BE V\� COMBINED IN ANY WAY TO SUiT ANY INSTALLATION. y�F • " FLORIDA BUILDING CODE h Woolly NMTricans Zeln N0.4 vaois AM !C R 20 CAGE GALYANM STEEL STOW PMEL pAL IMOr91 er CABAL PROTECTION PRODIlCiS• LLC. ; 1 s-02 aE w.tst DA)0.• ;`4,•�• AIW al► a a A.t Wrl A la,N A-ra a101E` (tIeNIRA--1Bu. Hstl! Gw}ne-9Ts, rx . .1,1m1 r ar- xasr .xH ar•, PWO Ms. AH,, raft WILIAI it, P-C ORHre.a w {" ON. _ OW 4 ar 26 _ Oft �� \ a 1 'gWl�RtfaE�.W.�1BtiR1161�iRrRR! SCRRLE. t�/4' Y %s 1 %4 - DETAIL 1 t1�ii�'j I I un.: i r as y ieAE�-tE`� aAx 1 I IWR s/r•a• Ya PMEL NNW � M t/4Y e R 1 WASON 1 N 1 I /4'1 (MMas-1a r ( 2! All 3 (1* rap a 1 R Wtap�lwW L a DETAIL 2 U S1u tt 91Ae TAR aN1mIs0 p0Ntl1fl` �� ' U rroum.r. MULLIDIN SCHEDULE Max. MMIUGH R ictom ICrI. SPAN (FL) • TUBE MUUjoM » Y 1 1 on x rx Ije• Msaw"" I" C___ 1 j1 t�>aNe Rr6, OAH' p wIRM (NSmI -6• Ilox. M14 > 4'-e TO W-r a' x 4- x 1/8' a W-e To I'-l(r 2- x r x 1/9;. •am son a a 10 > ss-jtyCm 6'-0• e x 1 2'�•x 6' x Hjb' . SECTION 1 » RKTING PARALEL F9R �� ! LL<ETI6IHL O E1Clm SCALE 3/8-1- HUM- MULLION CAM ALTO BE NBTALLm W/O PALLS ON TOP OR BOTIOM sD THor IT B IZa AT wP OfL BOTOM OF oPEHRa. (OE PAIL OPENING W/ TUBE: TOP t BOTTOM) - 3tr011N Y-Y BUILDNG COMPONENTS FOR REGULAR AN: LIFE SAFETY STORM PANELS (SCALE 1/2-1� 15.f96• (7OfAL WIDTH) ,2.500• (EFFE1cTWE YAlmn 15.11W (TMAL WIDTH) Aso--� 352' I1 i.760'-•= ausx' NN. ,HOC • `) 2.BOr 1,09a• MIT 7tIKaL 57m EDGE / A 2 r txa1� t 2.0oM . - TAP. li,u.aa?m J 2.OM0• � i �� TYP. 0[TAl tJ / GE ORMIE IASMN0iaAa1 o-aa tMw. OETAIL \ A 4gg 1 .310• I . ,u, O•�.N 1 © STORM PANEL E00 STORM PANEL ZtgT- 9M .250• Zt6r _ t9lY R p •t25' _ 1ffY-24 1/!'r2-E ., 2b` SEi.100' R Q 1.250• . � .ta5' aot SOIVILICOSmom SAS. S 16 M1r • Ta ARQE • - 12 t/2• as 12 I/2 41 .1 .Ofl3' 1.J_OO' 2xr 3. 2.125• 2.1 R Q R Q J75� I .125" jI � t�R �� 1------•�--4• ym,, 13(10' L1.500•� ISOMETRIC VIEW DETAIL21>00- ROIDED CORNER O ENDS OF PAEI.'S END UP W( THEMYED EDGE RO .,,r ,,�tRtp O .Uw HEADER O a� ANGLE WITH STUD 6A ANGLE VM REVERSE STUID ,eMaRB 11/ six �•2/14 . .374' .374- 750• p 11aLE FOR FAMEX OVERLAP Is, LOW % 2'X7"Xt LC Al 11MININd ANGLE .300• PAMI ®OE .18 / .1M8 10' i2F 20. as RETIES • I20,� oTO.c. m OW L A = idaB' 064' KEN( HOLE WASHER ,1z5Y 2'O00• ) ae3' © `F- TRACK ANGLE ® 3/8' 'rTRACK ® FLAT PLATED WITH STUD CAW (MITI.) .It9r QAURAMM STEEL Sa". 375Y I Y Y _ �! s75• / FLORIDA BUILDING CODE h Velooft NAMoon*SOTMU Zon• .o63• TIED VW LIVUT or pnri Sic •aN3 ruaca !c 20 GAGE GALVANIZED STEEL STORM PANEL IxtaM_w. NITS' ^ - �al�, KEY �1E _ x .1.� � 4srm- MA I.1 PANEL = IL E C O HNC. PROTECTION PRODUCTS. LLC. SCAM .,I' NOa SM. 31 x/rtET KTpN9N41Y. USE #HNC IaIT WMOUE oM 7 R 'aSa14 M(10"armL. USE W/ AmIt1 W/O ' ,.,riw'w,mle;.'! 'i .n Plalli (06.MM-,He3. vAx: (Aa4)Me-QI7 15•+021 • 7/ 3' jai WIIIUI CTARaFSE lr-ONRf7/! wa. e.w Irr rr ww. r onom aft 7 m SH HA1E0 xlffl). WYIDF A lalA' b P.L xmx • •aT 2 MT 26 - uL INSTALLATION DETAILS FOR REGULAR PANELS1 Ac 1- INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES EWEPOEIMYC FMWLL D. CONCRETE MCA$ a1/�F7gY-yx�a.alr `� ULEPLUas HE . 3 At 0 (RE fICaMDUAE ON Mp xVT •i� aC3tuAe ON mEEr a ! a) seals ! tItROIeOHI a) \ r- L• !� -, 8 tIDCK � 1 I c TzcaLlOOD. i i `1 WaWamm OF A MAa,l'-; J par. SCHEDULETO 1 Ftat M M GUSS. 1 aM 3c A.I T117fT1�T1JTTA �' 1 END CLmAiE1S OETAiLS FOR CONQ INSTALLATION E El= OR WOW W POKED CO cwm VALID FOR RMAR• UFE SAFEM AND E-Z HANG SMRM PANEL. SYSTEM vBo I ®® 1ta r� at ri,�'.m. }1.qp�1q�aINp� 1 • ,Yea iQt x•xrx. I. Waes SN4 ,1KL r I i� ur ox _ r CASE A (L'l.N+�N? t i I,WW _J a r ..Wi J. ,h• CASE B [PLANT SCAI.E 3/16=1- TOED If- 1r Win' x�r a xwlt. w�'ut MN 1NY�x , W �iats'0°° nr,c sAmN Oa' 4 1 P maws. r.r: Zw z ANSI. sm �Otra1 1 I CASE C BL1AC1G ; IDt1sT1NGlp CONCRETE E r' 1 staAr 3/,/-t• CONCRETE OR I REQUIRED.K t/2• /4ti-a�p�xyy/. Syx "°'Am C�I,aNR "t• t� caloox°Aeatotr'xilr aN tat / 3/ WNM • r"°aa ,a.r 4 A 10 AND AK6AMIE CONCRETE AtNaRs 4 at OF T -or SOGME ON SCHWULES ON WALL MOUNTING (D_M_) � " x e) BUILD OUT MOUKT1NG SECTIONS S R 5 ACTION 7 I SCALE 3/8-1SCALE 3/8-1' --OWL PAML q,DWAgWo to - x • NEW I' WIDE x VARIES x 1/8_ E.D. (SEE SCHEDULE ON 1 °R l7 EDGE DISTANCE THICK ALUM. TUBE OR t• x DOSIING SM=/ P.T. ,WOG PLATE SPACER I MEETS B & 9) r6We I R NEW t' WIDE x VAMES x 1/8• % NOTE FOR CDMBNATION OF SECTIONS, N.W. TUBE OR 1' x VANES .T. WOW PLATE SPACER j TOP & BOTTOM ,M OU nNCS CAN BE iRACIC ENE Ate I COMBINED N AM WAY TO SUIT ANY CASE E (PLAN) INSTALLATION. SCALE 3/16.1• low + �slrtaTs b TrlaaloNw a) 1 j Colt f V .ari3 A/BXL .1C EXISTING 1wL lime IOIa1N W r. s� �'•.9? OR sA.n' uiIN t 112• Min. !]ONpEfE BLOCK Iw sFNecx NOW TOE - 'Ira, a an *w e & 14 3 mall. REOU n ,Rwi Ks oie� � SECTION X-X I L E C O 1Nt. ro- q,,r * r DETAIL FOR SPACERS iiE(RIIRED AT TOP OR 3 r r' ors :'a aw axt"M °O" fi. p • wa.: txaM rr,-•N . a , aia°mi,-i" IN-dooBOTTOM TRACKS ADJACENT TO STUCCO/W1lOO j M // MLIEIP�i.. P.L 1 CASE D (ply) SCALE 3/16-1• J OEM .O.x CASE F (PLAN) SCALE 3/,6I 1- FLORiDA BUILDING CODE V•loc Ihtrricon• Zom) 2GLOBAL am FL 3ut4 0 GAME GKYANQFD STEEL STORM PANEL pAu' aR,xr W. PROTECTION PRODUCTS, LLC "�� 4a001W. at 9I1rET r 1'4gIR, (•a•)b•-7tM0. Rae (Naa)M.-.,n 15-021 utAeat9 Ro< r.. rrar r sa r ' - 1FQr s is M MAXIMUM A.S.D. DESIGN PRESSURE MAXIMUM PANEL RATING (c.S,,(.) AND CORRESPONDING LENGIH _-L"SCHEDULE (WAND ONLY FOR - &4 MTAJJ WW AS PER SECTIONS 1 THRU 1% ON SHEETS 4, 5 A 6) am p BOUND W/ I/4Y-2R,• S.A ILL t WIMMUT a 61fRM a F MOM OF PNEL MAXIMUM A.S.D. DESIGN PRESSURE RATING SPACING SCHEDULE FOR REGULAR (p.s f) AND CORRESPONDING STORM PANELS M A MAXIMUM &INSTALLATIONS ANCHOR - INTO EXISTINGCONCRETE e" OILY FOR PANELS tQa ® NSTAJJ1W A CONCRETE BLOCK STRUCTURES M AS PER SECTIONS t UM 7. ON SHEETS 4 & 5)To To M ID 10 96 81mN5 la t 11 Plr! IaIaIORS TIME ! 1MASaD MR 'T`�'P FLORA BUILDING COOS h V•Iaotly F1MYrloaWa Zonal `�Q�'' EPt r •asm 11LIdW ue 20 GAGE GALVANIZED STEEL STORM PANEL rRt No. 44167 A LOBAL PROTECTION PRODUCTS, LLC. °Go, - _ ! Ti. 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LIPCON 6 TAP-01� tYAK-N MIiHeIE FfxMLE D pBIiHFWE PLUS W IXNfME7E C1 m f:ONOEI[ BOONOMAO�t m t10NCRLTE m CxatelelE ,>oNN1M�E m OReGalE7i ANY OOIBIWION OF INBI i66.A -72A r N/A p/A 1t/A r NJA C WA a" M% t (WORN OR TEES N/A r a' 6' 1 (9pTOMQ 6' N/A N/A N/A a' N/A r N/A 8' 11/A 2 ('Rpp) r 11/A NJA N/A 6' N/A 8' tl/A Y N/A a.(IpMTpn (r N/A PIMA N/A r N/A a• 1{/A 6' WA 3 t 4 (UP) OR LABS S' tl/A N/A a' d r B' b• K 3 (TNWNONQ N/A WA N/A 6• N/A P N/A 7IRy') N 5' q/A N/A a` d � r a' M ♦ a 7 (•OIOIQ N/A N/A 12 I/t!" a ,/4• to 1JY a 1/4' 9 1/4' 6 ,/4' a ij4' t 1/4 6 (TOP/BOTiDN) a6BaLADpS Ulm WOOD iWHai LMpJ>•� ufilaw ANfalaR IIPAOpB ANo M1NMM Fart I1.Al10E Ali rtDlaBm ON THs .ex.eur FOR ED. ICI Wrp IIDDWiL O11 BOK®IIE I,EDLICE AIIOIIOR 1H!Adi a M Iolmut In WE P1IlOBOai Prcwla HOI 11® ta1LIMon11 m a POBpBIt 11mMxom lIRAOew tbB1N® UOIMa IALIDR tiW1LL NCGT t lalR 71YW MIRAoI aPAcaK NOIOVED FOR EAaI AerADa I1PE AT AtIC11016 tBO010. 11/4. t/4i t SIB t/4'i 1/4'- 1/4i WOMR CIF IAFO! T� at14-al aOLD-:EJ' ,i AtbIIMa xlrala � s 3 s a 2 1/2 a ..�� ern.. •►T s a s 3, a a //a alaarN Oxs1A. IIHa ¢� a 3 3 f4 ? //2 At>Ra1L Ea (+M 1167R[!j Raacle °° t;J :rMaJ1+� 1/4, SWTIONS 44 1V 7-7 Z�i LM 41100 gv-domm am 7 2/4, 3/4, 4/4, 5/5, 7/5, 1w/1o, 2w/10. 3w/10. 4w/10, 6/5 sw/10. sw/11 al INSTALIATK)�l DETAILS FOR REGULAR PANELS Cti do �1J� INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCRETE �aA Rocx ITLOCK Opt CONCRETE sDgc C011tllkT[ ANCIgR3 Nggp j��tyA�NErpiTE ANO10Rf � BEET 9} •r M. I91Ri.T is � OIxC ONOF V 1b >wrrcll i r � j ra W„aaaa, t0 i V I of 9m q •IQ A ziA Rt/sYlepn• ; �A I,Ma's-wn• 1 i 1 � M�S�SrBOAS1&/i�•yaOL15 I � rFAd1 r GriNC eiR •�EAo1 � 1 VINC•tur �tAlorM.i°I°BAP' 1 I • 1 1 1 1 1 1 1 t 1 � � , 1 ; 1 ODN' . ,2 r , - ' - .Soo•MUNTING t/4 1 4Y-1Ox1f4' S.S. BOLT kO"• 1r/ 7/9•x3/32• wNc rNIIr c.N. o 12 1/2 at;. NNatlRa.s010ofltm CONCRETE IaICJ10RS W/ 58A (SEE SGFlxat �£ ON 5llFiT 9) OOHfIEIE OR POlpR1E � RWIMWD 9tAOC �� OIRESei SGti 3/6-1• 9tIDE 3/b-1• E.D. -EDGE OIST/NCS tNri� FOR COMPBML7tONt OF SEC710NS: (SEE SCHEDULE ON TOP &BOTTOM MOUNi1NG5 CAN BE SHEET 9) COHHNFA N ANY WAY 7O SLAT ANY 6NSUtLATIONL ANCHORS - FOR CONCRETE SEE 51CFEOAE ON SHEET 9 MR WOOD SEE SECTIONS ON SHEET tY 3' Moe. 2.67• r 1' W/. __r-O.Y. EMlal YVUFh �ADt�I'R � 1• 17 L +LXxBMit+Lpa s'-'" S' MN:oI. ILM..1'�Il txl ® A• tIy12 1' YAM. t' Nln. AINCHOtSc FOR CONCRETE 91>: 9CHCFDIIIE ON SHEET 9 FOR HOOD sEE stxTloP,s ON stEEr 12 SEJ11E 3/32-- 1/4• MIAf. GAP Z87' tMN 0YE7bAP .1 WHOLE MAJEY) t/4' MAX SECTION A -A (TtTa.l SCALE 3/32'-�� SCALE 3/8-1' t�OE (NToh VaIo6NM NMrrioam PANEL Vr w �'_Ax_IM_Uu A.S.D. DESIGN PRESSURE RATING (P.s.f.)_, AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n & l'i•Ai INSTALLoT10N5 INTO EXISTING d( CONCRETE BLOCK STRUCTURES /CONCRETE (VIUD ONLY MR PNIFLS tt/- Q 66714J.11710NS AS F4Tt 5E1C110118 1 TNRI t0. ON SlEi15 4, 8 & 6) _ppelow FLORA BUILDBNO CODE ( h Y•IooNy Hu no 2eHr .aa» ta160p ea � GABE tLfLYlWIIED STEEL STORM ASA OE9iB1 RaIN9 iMttplw ANQIRi aIV10aCa MR ILO. - 3 1/Y M } i ANr mM66wIDN aF'al NHARNIY RBa LELRIaN 'l Q1.} MIPOeN Cs D1FMP OYUC-�/ lM,A14MIAT[ NavLE D npi6WR Ewa aRD aQ m txallowE ttarmilElE N11Axx m t27rAlE1E _ t1ONImaW1E IIIA1fX m aulsTElE wooM� [ m CellfaiTE t � Ta. caaLaE mum m minLla ts� 6' N/A WA N/A 6' t1/A 6' N/A •' N/A WA N/A 1 (TOP) 8• 4' N/A N/A 6' IR' 8' fr N/A WA 1 (80170Y) 6• N/A N/A FI/A 6' N/A 6' WA 6" N/A N/A N/A 2 (TORN - (i N/A N/A N/A s' N/A 5' N/A 6' N/A WA N/A 2 (BOTTOM) 65.5, -72A 6' N/A N/A N/A 6" N/A 6' N/A 6' N/A tl/A N/A 3 & 4 (TOP) >Y-6- TO 6'-6' OR LESS g• 4, N/A N/A 6' 6' B. 6' 6' B' N/A N/A 3 (160TTOMQ 6' N/A N/A WA g' N/A g' N/A 6' N/A N/A N/A 7 (TOP) g' 4' N/A N/A (i g" ar g' 6• g` WA WA 4 & 7 (BOTTOM) N/A N/A 12 1/2' g 1/4' 12 1/2' 6 1/4' B t/4' 6 1/4' 6 1/4' B 1/4' N/A N/A 5 {TOP/gOf1OY) _Aa � N/A N/A 12 1/2' g 1/4' 12 1/2' 6 1/4' 6 1/4' 6 1/4' • 1/$ 6 //4' N/A 1MjA 6 (•TOP/BOFTOM), -8' NCR tt'-2' SSA, -72A 1//A N/A 6 1/4' 1//A 6 t/4- N/A 6 1/4` 6 1/4' 6 1/4' g 1/4' N/A N/A B (TOP/DOTFQM) -g' 7O If-2- MIA N/A N/A N/A N/A N/A WA N/A 6 1/4' 6 1/4' 6 1/4" g ,/4' t g, 10 (TOP) _� 6' 4" N/A WA N/A N/A N/A N/A 6• 6' 6 1/4- 6 tJ4' B � 12'�' � IiS3 � LESS g' 1' N/A N/A N/A N/A N/A N/A 4" Ni g //4' 8 tj4' 9 (BOTfOMIQ NJA N/A N/A 11/A g 1/4' 6 1/4' 8 t/4' g 1J4' 10 (90TIOM) Q lUTa 10. 11 IBM to FOR A1R1p6 NAPE a SRWTalO F6I 1Nfa9L[ID6 WIN) WOII NWME alMlsel0. 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Tees ♦fir m ttt IEMER Fd AL t9KitIK UP ' �.Y w,: i4-t0 PAIIQJWE f+LU5 V' +� r•� ■i0r�e�� K-e' w� 4 ua ■etas • r as * W+ u■ aasr . r mr 'iuw w ,Fc�u•n arsr a w rrwa , �);: ',='"' pFii,TRh71t1N T�t1 �y V `v + r news , r nenstr *wet 8 t 4' 0.G W i z T• epee t4-1D PANEUAIIIE PIdIS 14-10 PAVE1 W/ 1'IJJs i�� iff4�' oG wd t 7 'jeer Ww eem Irr1 �+s'pne..aoo +e■ee. - - 1 O niiEw® PDtErr+ATwH to woac EwSm mm HEADER 0 .,,, I „« ,� a.r. I1 PEHEnaTIOH to � ar#. _ as 4 � �-q aY-xo ss. act3a ! O(bTNG woOD !CIDER � E%151VIG w000 HEADER I�GUI - 'lrv��; Q �11 +-a.. 2 W eee�se o Is E I f ]� • ED 1 ,s - �a- c O - L W 1 Y - ,,elew e*M+V 9 I +!Y E e - '�7 t.�_� Q 5_ olt m rri� I to ` ' rrs a eels i I .� I `V O o ♦ V • e�m t ' r i < Err I I tiI `aw W , i 1 • §a` sett spa • ` Carr ann • `V �� N: , m 1 _ i j i ` ' ! 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I,rMSNR'I�1;1 v t JIM TO QLASL NIST 111AM - Al?EJlILATIYE 1 W V3 ie reswww '.'e +r'sa anc i 1 Eo OR i I i i I i OF v SCALE 1/4" �• i• _ CEILAM A fum NDL rill A Ate- YOiLINLTiLIG , IM u& f J.T1fUM - /�� TEAT m Aw LL�TLLi� - AL7EJit�im '� I � i � OF 1 • OF 'L ' � { UL1ALL MOUNITING SCARE t({. = t. EQ Ep tom" Eo 1 t ww•xx (SECTION AT TOP IS tI1rTED TO #gEi.S-67.0 W1X. 119MALLATION - ALTERNA11M 2W j -t.,�' appp rwe SCALE t/4' - 1• LSD. oEsi6N PRISE RATING) ,/4• La x Sfa' TONG nMSS 9USlINCLI-}2�, "•.,_,�;''�F: ' I i t ""'- I �.•. $ M"� 4 t L_J YNASHER I rr! o ,ur • SWtE: Ile = Y sa Ewe ° ' P3en sYea s ' i • ,2 ,!=' O.O. 7 W/ ,/4"e-zoaY ss N.s e e 4/4• ac. 14Ns • r roR wwe.>tsena uP To s°-r r� e ¢ c� t VI N' t/4 as FOR HtiN6I+e TA ro e`-e' TNooa. a 2 IN= OR f14-10 PA UM4E FBLLLE A ,ML ,J4 tNa sans r r ac AI TE 31Ef TERNATPI/E LW e' Ir o.G w 1/2- ANM 6wm rues s 12 t/2• a ea WRH 1 yy 7��{/ ��TT�..� ,,11 , , --� 1 4'M1 TAB '�'CRLYfi 2,■•.em mg 1/2" NMI. nIRF.,DED PEIEFR�H AT 11:C .*t 7leeAele /RAE,I,R11af �AY�` fie- .' 2W wow '• .MN. . /t B 2'x4` RATE * /pION Is MT4 Sf`it F tJ/B-1 • SM 3/8- 2•xe WOOD PLATE 2`x4• WOOD PLA ry_ 1 e.a .oltWm Y UeIX1, Of ElISto10 1P000 RASE FOR 14-10 PAIEUNTE PLUS ,RED RFO1DFtiD ALL iFNBRiS UP m r-e' Ant. REQUIRED• 6 MMON AT t 4` O.C. WJ 1 ada` ``<K - IIOM1Dn1 OF PURE ALTERNATtYE WOOL} FRAitfE TH�iD PE)HET1f WTpM . � 1/{-e LAG S e ,A. xmpe • s` ... CONDITIONS A ANCHOR i�OC IONS FAD WIM of KITE ., O.c. sT W/ ' �• ! DIRECT t OU"NG INSTAL I ATNNN FATE : SPUTTFlt TRACKS HOT SHOWN FOR CLAWN sntD w/ I ALTERNATIYE 6W �= 1� AT MC*a F�RLATE t°ieeR•tfl[1LN!'ifNG SCALE 3/s--i' SCALE 3%6-1- - ALTERNATIVE 11K DIRECT MOUNT MOUNTIING A7 IrosLA OF (MATE SCAE 3/8-1" SCALE 3/e.1• SCAE 7/s-," LlnYcc i :..' SCALE; 1/4• - 1' maim t} 1NK1„aru„ tr III 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS /e �(CitA, :r��H�JJ i LB' TO +55.5. -72.0 p.af. AND PANELS LENGTH UP TO W-11'. •, d FLOWDA BIRLDW CODE ( h Vs[W Nurrieano Zone I. N�TALLATIONS ARE ONLY VALID FOR T3uwNGS wrr" A.S.D. DmGH LOADS p'.•• .., a,'*'� 1. INSTALLATIONS FOR ALTERNATIVES aW, BIN A IOW ONLY VALID FOR 2. FOR NEW WOOD FRAME CONS1RUarvoK WOOD MEMBERS TO i E SOUTH 1 uz UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP M 8'-8' 1 f r� FLORIDA BUILDING CODE h Woe 1iorrLeeno Ion* BUILDINNGS W NTH A.S.D. DESIGN LQAI75 UP TO +43.8• -4&0 p.a.f. ANO ,.:rir+.... FLORUDA 1iUNLD1NO CODE h Ys NueriomYe Ier10 *]P13 ALUM m: ttNMAN ere SIR GAGE GALVANIM STEEL STOW PANEL *2erp ttUte4 Lie PME NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOLRAL. • i, =i 20 GAGE GALYANIffD STEEL STORY PANEL 2. FT%t NEW WOOD FTiM1E tRONISTRUGnDN: WOOD MEMBERS fiD SOUTHERN *sore mmm /c RRl PANI1'S LENGTH UP TO 1Y-4' rsu. NO. 44167 PIJE NO. 2, W( Si'EaFIC DtiNSHTY 0.5s aR EOW l s *: i4(0. QQ I Fi ( pplpm sr FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO � souTHEr:tt � ' 20 GAGE GALYN�D STEEL STORM PANEL ORO" W. PI(OTE�. ICII �r 11� pe0 - ,� ea/,2ha PINE NO. z. W/ SPECIFIC DENSITY OF 0.55 OR OLIAL �1�j67 NOTE MR OF'Q GLOBAL' � L E C o INC. 4eCTI s, PRO NC17F FOR IL E C G INN:. GLOBAL PROTECTION PRODUCTS, LLC. 3m _ - PWMCr= PRODUCTS. ILC TOP A BOTTOM MOUNTINGS CAN BE r, 4c. iWSAi r 15-021 ' TMUF rerrem r 4eO F a, area 15-021 "'--€�R c SF171f}M5 iC; 'mo o INC. wo e2R a, sns}T 7 COMBNEO H AM WAY TO SLAT ANY "yg"+y.+` S1` $ s p�. sr r #rr +eNr rse a AM01E fo64)oes~ie46 l,ec d69000 LPN DPME fY s3#ts O■NE. t I33ta N. i OMBINIED INN. .:,.,•• \ I•,e, sat -am. s. w ■»••wr - uxwa w" . TOP do �TTOM MOUNTINGS CAN BE r <4. �;° .a as w. w. +ec Irrw wee a arb+ r,b,t0 O1si)seais44 nFt (sE.9atr-+7n - s A-umR7,a sll r' r }• ••�� sia COMBINED IN ANY WAY TO SUIT MlY �.t'4.: • ... i •y t:. re+�. qe4 �: t�N sas-tar . orM■ rc w . nre+ .s d61+Je +Ir � }ED��INOMIY WAYOTO SUiT ANY Ott xsc ai► a aA. aM ,srr r_s a w,de l�S+)se�s1M. nset tm41�-ste 15-021 tog WAIIW A .ut F P.E - _ _ - pNG7 1O r >• P.E W 1 _ : - @Te W SOW 12 - INSIALLATlDN. WY. A is1AX P.0 _ erITTN tt M M'• p w...,�A11 Nr>ram'r! INSTAµATKA. 1n ALIERMAZE i A1NCtKple OONC EFE AICICWS FAR WOOD SCOW. SEE SECTION off SHM ,e 1 ALA MMTE LOGIWNcar g s,..,,. ON on sa,muE ON 1, 3 1W/15 1 H H 1 1 a EIO PANEL INSTALLATION DETAILS FOR OPTION 0 1 FOIR UI: E SAF STORM PA EL SYSTEM SHOW 14)� SNEff t{) %L. 2/4. 2V'L. 3/4 OR 4/4 1, 2 & 1W/15 3• Mmt. AT krD PAtlR \\\ N. Wt• eoe, t•-D t/2' STUDS a @/ERYN ,p'e L4o ,M3LETra • r ac. W/INTO EXisinNG MQQ STRUCTURES Mma POHAEA CONCRETE ` 2 OVERLAP io' iwet'aiw wo i,olo HLWLI� (CABS - - - - - - I o.•. r IM,. toRSE e3 u ; I STUDS 4 c-mr I I x suOVERLAP 21�a ILLNa• t� i i i I 3 �� I rL s*heeI,�r,+`y1pN� I = �salTEaRe i �o wwa,1 aNmaoR cw,eEsoR PA+ev t PAHaa aelp Twee I ' - -" t+ I 2 ED IR* TO NllAs# I IF°' roMpaOlN98rAUnON - [ I d 1 i 0 y� • ,2 , aTNc * 1s , CG 1 1 1 t t °/y'` td<- SEE SEE 1NaEi80R PANEL. Fao P,wFi. ,/* i i Sfi Imnormla SFg i i INTERIOR PANEL EN0 PANEL i 1 41ec /u*serE tt s,ja4�r+N,w OR _rj ft sr LICE #tLr oR I� Y schm 1/IrOf 1•x ro i 42 1 N►C. OEjL_G 2v/ I I` ' 2 O.G OR Dow MOUNIT SPACING SAA= SPA MC mm". I . ANCHOR ANCHOR iftc. ANCHOR tear: oEt: 1d,4i I t•-s- MN+. - I , ypp ILL a IN DETAIL 1 , WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) QETAIL 2 Q OOR MOUNTING INSTALLATION TARP CA LE TO SCHEDULE 2) LSEE'OEi'4NL3 1/14 • 4 NDOniKN SCrV.E: ' t- - SEiAt1f= 3/ie a 1' MMM j I ITI ) ;( 4 M UR f AND R I ] ALTERNATIVE 2 IPWRD : 2/,4)iciUu e n r)I C1[,N PRFSSI lR1 RATING s f }AND r 1. t ' eRO *Wtr ALTERNATIVE 1 �/L I MAXIMUM PANEL LENGTH L SCH .DUCE ` 4tiL] 6 �U A tw/1s CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT C8i FOR � �� I ro • 12 1/2• as °LO�"M" /4, 2/4e 20- 3/4 aL 4/4 1, SICK � W/15 1. �, INSTALLATIONS INTO CONCRETE e4 CONCRETE BLOCK ,STRUCTURES stslTle r +? SIX _ I - J ON LIFE SNETYPA EL Lr enr r■ a f�. hb rt w.r; M= amomm m+ ! RDL'mu w/ Em , 3 112, • r"�tl��1° pp1 �2eel101wg +� a °� r � � A 1 - AREA WIND In SAFETY PANES LOCATION OF U}E (7 NONE IBELOW) . p� I i.e. wREDULAR / PANELS w/ Mkt AF NOTE '-'7 WIXO M ASA vom OF UP-� CNRi1 Ewe ME FOOLS 0 ANSWIF PLUS 10 MeA -72.a r-t 2 #VY tAe01>Ee ro BELOW) * LAST PANEL (D m BE NWALED AS OE WN eCIC ANY OOM4 A O N NL) I UFE 54HETr PAR1 OPENING SHALL P ' TO ro TD 7D TO iD ro OF 7IMi1 �i ME SPBET 1a Pi7R AK2PORS TYPE ! SF'M'A10 !4R eWDIkW®d MO WOOD F1MIE BLMl1eiG. pP OOTNL'PEIE IelaIORS // _ LSEE SCHEDULE w - iiR T9 FAca1TAi1: eiSTAlATtON eBEaom ATM• IlL04K INAOK SOCK ItDCK sDCTt - I - NeII* Ae 5 Ft R M O AO MNRM EDGE ORTweE AIE MIG{l1m aN nN IE GUILE. FOR sIWTr t4) POURD Ou"CA E IM TO BE I650U1£O OR liF#IONm FROM ILS10E r N/A N/A N/A C k/A a• N/RW C N/A 1 ! 2 (TOP) C4# 1E96 7W11 INDICTED ON eCEDIILE SLR ANCgR SPIIEaro WT leIL7Ml31He SPADING Cont. "E01'� ceNCIaTE OPERAROm TO BE POWILE AICIWR3 I' OF s1lelcnNRE. -0. -)12.0 9• r .>r" 9• >r B• 8` a'" 9• a" 1 (eOTioet) 5•-0' OR LESS smN am gum" II MU VVIC N,4 111110 Ee UBFLe :ACM SMALL IM ME THE FOLLMO FA=RL FOR � ftAN 1N AM VACM - low 14) ftAx ELEVATION ION _ e N/A N/A N/A r WA s" N/A +I- WA t es s (TOP} NDRYYYQ+ FOR FiYYl ANCHOR me AT ALq,aNs LmEw. _ - I No WALL MOUNTING INSTALLAMONW L E AND FLor� u0 Q INSTALLATION 3(-_t- +saO -7zD 4- 3- 9- a• g- a t(2 9' s' a` s' t (BOTTOM) s-o• TO T'-B' ,(P. vs -a t1r. tfr, ,/s. ®oR 1 * 1 * 1/4• ear a' N/A NL(A N(A N)- WA B• N/A 8• N/A 1 ! 2 (TOP) elnDolN ,r 1*140'IBM, eNs-e a il R AtD' - SECTION 1 sue, ale' - 1• - SECTN}N 2 a!a' = t" r,/4 L� COP 9ry a' -a• m s`-a" 438D -a20 $• $ ii a- g. d' 6- 8 a• IF t (eatTOM) ew Avow QAdl19 3 a S 3 2 3 :,tr STORM PANEL e_1YeTCY e.e,:rA,AmA : _ *NrNe,N,W4Na. a 3 a 3 a NDff� - - - - Pears el.+ M) 3 s 3 1/2 3 1A 4 _ P. U E SWM STOW PANEL CAN BE LOCATED AS AN END PANEL (FINST OR LAST PAS) 1 5 Gu orroo R Fwias. t3 G1LWawiE LOc•wnoN ACTLA�L EA DOE s>�q F,Cae r B °"'• ALTERNATIVE 3 ALTERNATIVE._ 4 OR AS A04 WOVOR PANEL.. (AN( PALMS. LDCATM 04 BETWEEN END PANEIS). iFE Note 1) m INe TMIHRs. - _ - ��a LIFE SAFETY PANELS MAY OR MAY N0i BE B/STAtIED ADJACENT TO REGULAR PANELS &[E ■aFc , " I T 3s as - Tie.~ N„o scRETr3 * d O,G W/ 1 ,IY _ 71d9bNm PtAiL4N5tION °OR (W/ OR W/O REGULAR TRA,'KS.) 2 t - z LIFE sAFE1Y PANEL cowslsTs NM o 03e' C,ALvAAIZED STEEL SroRM PANEL As SECTION B-B WOSNNlI AtLD 1 pRo. Bdr r PioN TaP LIF Arw CAE I (SAS * r N*L MM XP w A 1KQ TO N ,m ,m _ ,m ALTERNATIVE WOOD FRAME CONDITIONS N+.l�_ ANCHOR LOCATIONS PER H.b1AP(Mi£iPT SHF>:T 2 OF SCALE 3ds2`=t" PIE tAPCONt SECTIONSt LEF�GTH •L yr - - ,Ae tA6 1fTIREABED POalroWION m Ho OR � THIS PAINEL dV RSP7.F W BE REMOVED INSTALLED FROM THE INSIDE m OF TFIEM Ps1EtIMTE Ptlii • r e,e. W t HASP Lbr. eIAM@. = i' BL1Ie9 oDllaretE RAGE MOTT : SUM INA MS Mar SHOW rOR CLARRY SiRUCTURE. I LEE sAFE1Y PAAtt11��LL sty roP TRACK K TO BE ®. earTOM TRACK To +w s -at s 3• a" + t/2" { t z (t)OTTOM) i -a- 0R LESS WALL MOUNTING INSTALLATION BE Oa�ETQlI AS PER SHIEST 2 OF THIS DRlIVWIO. 4s52 5 - aB O 31. 3. {. 4• 2 {801TOM) a -a' OR LESS GaNPolEnr M1�G 9E lN6rALIm wAu OR FTOOR MouNTED FauAwPPc SECTIONS t h �` 1 r-B' aT LFss a ,• j•,. ALTERNATIVE 1 W 2 ON 11N5 AS WELL AS DESYIBS t k 2 ON SHEET tC �.. ,•,,,.r„er.r. FLORIDA LNIIL�INIG CODE h Y*Loe1 LIIJCFLpafls Zane) +55.0 -72.0 2 1('L- 2 11r 4- 3 1(2- z (surrom) ••• L s3Nu ntsall eNe 20 GA6E GALYANRID STEEL STORM PANEL VAL.+eBA T2O 2 t/2' 2 t/2' WA N/A 2 (BOTT0i4} 7-e' TO 8'-0 �" UC FLORIDA BINUDING CODE (NMOh VNo�Ny Nh/Frloone Zone) sows 31w - t• L IEa LENGTH F'FOR CDeW'dE1:T 6 t5'.®ANNMNOWilIE A7 BDTTOLI LS KIYIERI ON iota Qe{ f �,r. +b6A 724 / NI - FLORIDA 6UHNF.DFMG CODE W Hu can* zeii. Mw1. ANCHOR �AtWiG Fat $ a•WN or. N A A 3• 3' 2 (80TTot$ T-e' TO B'-B' '$ iI' Np ',,.A *2r1a a#eo4 A,c RAA)E 6ALYANRED STEEL STORY PANEL a1i �L tO GAGE 6ALYAFIQ� STEEL, Sifll PALEL Iwaw W. SaEnuLEs a 2 SHEET /4. LOBAL _ - *sets RNaDN coLs+oNEtHrbMAY E PERMAENT OR REMOFOBIS 1L ECO 1Ne. PROTECTION PRODUCTS. LEC ap0 r +a/wte nsgs g ? = Ls As slow s SEE ONENs DM WSTAAlAT�HI NNRD woo0 FRAANE EtuILDWGS ON SHEET is es a t simm 1L E e o Hilt. LOBAL PROTECT�N $amDUCTs, LAC. etm 1. e6TAAATTno ARE OPEY vYUD fLE IItMDMN� Tim, ASa HL9ve LOADS LIP TD S PROTECTION PRODUCTS. LLB )CA �C� rA:PaAF r 15-024 - i�r3 4.Q LSLM.A. At mar rrw R RCM fieR}Iei-tf� � I MR $" TIDAL flwE CONSTAUCBM w00D LEi m To K SWi IERN c� �y 6e. nuArINXIING'S DjK�' JI11 a r Na VIw rr.e R PNOi QleNfse. >, R. us "bF�M-17a7 , g� 4e0 3s. BY Sir 15-02L +865 72o F•4 Am PANG s L1SeRPP w m a -e•. � Y�} ('T"�T" �: 1 L E �r O t N e. gee�FL a%14 15-OYt 6. SEE SHEET 4 FOR pETAN. APPLICABLE TO THE NECESSITY F'CL THE M6TAI1At%MN BE y/ t4'e '•. _ a-, Ale drp, m . A., N•,e o,-rar M. r a r .•raw r (Ie■wq ,Mr y CC t� '�q � sa , s. r wa a PPNro 0")�"d4 P9400-m SPACERS r TtFOR IISrMIFDABLEADJACENT10 HE tiEVOID TO 5'1U HE IN DOO aANDS. PiF-0GITre - _ _ - y ,w, ss-v . w„ °prt-eliv -,s, LIUItrI Arc POE Nn ; W/ SPFf.FlC DEi IY OF a55 OR EGUA� N�j A o�C h} W NIo315f A rt P.S ' WNQf +3 A m w w w ar re.r r +.y RtQl� ,: t4 p"Y.,-.M - yes. "� a w.=+N■■A eP1-IYI•,e., tlI INtN a A' n. M P.6 . - INY.Y 14 r S y r a rwrr .m w. �� a aLYw■I Nc IwtraP A RSAa PE ' - : 2„@► +p er 26 e _ _ � _ _.._.. _ INSTA�TOI EXISTING POURED CONCRE E OR CONCRETE. BLOCORM SANE SEEM e — (SEE sECnm ON SHETOS 17. 18. 19 r 20 r MARL Ilwi, 4Arta, Ate, W7, 4NHa. �!u 3, �, IN INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK, STRUCTURES 14• TAPCm moon - 1 4" rAPCON K -STRUCTURES _ STALLATION DETAILS FOR OPTION FOR UFE SAFETY STORM PANEL 2 FOR UFE SAFETY STORM 1' RS MRL eNM/1f. sNr/1a a W/20 �/ie. 7er/,• t eew/20 i NNE, - t 4• rlw,�N RK71�5 i e TAPOOPL ANCHORS i + TAPOdI i ♦ Ti,PI�N ANCHORS - e fl' O.C. O W aC. a 9' O.G a 9. O.G. M e" O.C. O 9' O.G. D•M.« 4 O O O O O C ETE OR COPOURED OONCRMONNCRETE OBLOCK REQUIllm OR CONCBEFE BLOCK OR BLOCK BLACK REQUtED BLOCK REQUIRED �I - 1!4' 1/4' �� 1J4• � .' 'It/■x IRED T({• I V/ t:A.• _ ; F..O.• N I• • ` I EJD.r I t E. i t n' W 1IN PIN ILLAN I oft � �� 1• � i _ F r� m � � eo i .r. 2nIe11p.t1 tp � � _ Ih ere*rM Iq N 1 I W. 6WVpeoN. 1" N TnepMl1Fea1 + I o N- er°" i i> e11 i i a 'f MV-San• rs A PAItiL LENGTH 1 sm 1Q t 1 F aim ,af r 1 Y L L 1 1 i pest iq t t fl t ' __ - w/i -•_._ .-E i I I I I ' 1 i i Lt t NL�� A Al �'{� tN11q MX a :eR ' ` (SEE mill) Eb5IIZ{,� i i i to E> .I I 1 A ..P 1 i - E1 i1 i 1 1 I I E 11-S+.1 ° \ V aim Q' ( �' 1 i P.� '� +Y L I I ° 1 tj i a. I i I 1 N R22 O t I I i i t 1 ' I I i �>� I � I I tY � I i - • e1[ CL if I/m W/ ] . , . _ E vi j i i I I r.e. W/� It e _ e aNe wr e I I I/aC IAn • aeeAr * i I j i I t 1 loa M NWT r 1#9e , Lr. •-�� ® 3Afi7e UH/L7. yW/,e , e/n, Iyt4 3' i i i 1 i I- ' MAX NYM/tR 7AW/t! a sAlr/#O 1 ii/SA 1aY/u * MWNl2B i' 1NIN I I 1 I I i- MN. I ; j i i 1 I I 1 AHCHORS (SET SECTIONS ON SHEENS la, ie, 19 d � � { i i I ° i ° I i i i 6• OPTTQfi,�2 FOR LIFE CeF`E'TY STO,'j� PANELti; ELEVATION 1 1 ' SCALE 3/,d=1• //r NWL WI E.D.* � � E'D.• i i E,O,f � G0.• I I I N t I OA� erL u+BE erueh 1 trE SMEY 1 a® �- I 1 1/2• _ T 4'Y-2W/4'S.S. M.S. W/ t(i - T/+.-200/4--s. M.S. w/ ,re4 /B'*x3/s2' rANo Hal* WASHER 7je"a3l3•t wING Her Nf+ - e 12 f /Y• o,lt. (BLYOHO) " 7 x 3/3Y WM NUT 7 4 x 3/37" FANG 14-to"s PANE1MATE PLUS w/ 14-t0`f LAELMnTE PLUS w/ --- WASHER W 12 tIr O.C. NUT WASHER (BEYOND) TAPC• . 3/32' VJWO NUT WASHER /s'f x 3/32• WING NUT WASHER Z 1 4" TAPOON ANCHORS t 4• TAPCON AAC" S i 4• 1/2-O ' AIKMIORS Ale C TAPC(iNF o.O. 4 t/2' aG 4 HASP 6.G e 6 1/C O.C. (BEYOND) \jJ e 4 T/2` O.C. SECTION A -A aED (IGNCR�rTE w/ sT+RO) CONCRETE w/ sNuO) GONBLOCK. CONCRETE DR CONCRETE (E *LOCK REQUIRED B1Oq` SCALE 3/16 .1- OR CONCRETE @I.dCI OR CONCRETE BLOCK , 1iEOUHTEO MM� REQUIRED ALIAMN W�II�G INSTALLATION WALL u NTING INSTALLATION ueYlYUu S.D_ DESIGN PRESSURE RATING �o- s•f•)�iQ py SB crloN 4A sECTIaN 4a 3=ON 5A ZMEM 1 sB CORRESPONDING MAXIMUM PANEL LENGTH 00 SCHEDULE 0 ROM PANEL 4 LIFE SAFETY PANEL I,.REGULAR PEEL S LIFE SAFETY PANEL 4 REGUTAit PANEL O LIFE SAFETY PANEi 11 SCALE 3/r-I' SCALE 3/8•-t- SCALE 3/e•=t' sCKE 3/B"i' SCALE 3IB•sT- sCNf 3/a--T" W i/4. 1/fie t/4i SEE S W t9 a 2D MR AICHOIC TYPE r NIX" Nei W14m SEE U•ET 19 A 70 FOR loom TYPE ! AMtN>R •� VpCOM _ \AWL L�► � Q !# h Yal NlrAeono Zone �s NISTAl maFl ILA WDDO Hw AI2NOR aPpnHa Aa) 3 FL.ORUDA LTULDIMG CODE h Nurrtcone ZHw1e + +H►AT1aP+s wro roKa r. Anaan IrnLT1KI Osd s a '11 �'•� FLORDA BUN DINLG CODE W h Y HMTAoans Zero STORY PANEL Wr AM Ni>tcATEo�on� �wtaLurpL mr+. G1J 3 tC *asp 1XIM4 Sec p0 CAGE tTALYANF2EB STEEL 510RY PANEL rjU. Mwiw A CHOR B NAM A D MNM1M tj,r : ti'�,'..v 20 GAGE "WANUED STEEL STDR►1 PANEL FILL Z SCHEDULE PDR E.D. WMI M I,oMATtD Ox R,•pl.t i..,.ei. enter (hj , • au„+N er. IDOL DIVIAN C ARE TNC6DED ON INS •meep*elrat er•,e1. a.� a # *•• l +■tl rZ *sOl3 m7FEN IA=Z .a/,y+o •.•..a.•• i6#mICE ANCHOR SPACM tM 3 �� iN3/tsfti SCEDUNE R®LKE A1N7aiR SPAG16 BrB1 SOW" FOR EA UM DAN SOOM ON FiaLr# O..W W l 3 1/2 Fr' 2 GLOBAL PRODUCTS. LAC. aee MARIPLYTM9 sPAKa1Nc sHorRN at s n•DuiE AC7YL FA Call o1wI100 RUawL * . Ntl. 44 f GLOBAL PROTECTION PRODUCTS, LLC. erlE WA YN0 SPACIr9 SlaerN NM+ SCHwHN E ,ICRrt Nn 1 nwliEsf FA IDR 9RIeM a Tesrr r ae■T. Ni_1 111°40 15-021 OFIE7K nxti �MPnem REDUCED m _ fit► 0 M TIE PgADrie19 FTHCTeRS MR TPIs _ E PROT4m sx,I11 PRODUCTS. LLC. 15-021 OCR Ne i; r .W4 reee •eie a dVae RHIIWa (y4)M�7e/e, FAtt (f74)QW-.7e7 SPACJIIO OHTANED i1RHIS FACTOR SFtYI NOT 2 ,� .]W fi ' L E M O I NN:. #eIo AW. 61 sIIEEr VACNO ONOWED HASH* FFAGTKIR SHALL MOT 2 , 4eo9 aW. el $IRM'T aaT1 n..: Ntre sr, ,s. Ar, NSN9 err-NN Hmrio N. 3''S nf` r otrrwNr IO-1 n. 3sPt4 15-021 OTS *ETILIECOme Oat R. Oft `4 rr: a w ar aeiL We.ww�e�t a. PPrT: U+e.)ba-ieso. nLn (se<)esP-am t"'•., i) r•4 . �a'Sr''-a r,Wwe d�4)ie�,E+I. i11oe igFa-a7n fe IE LE58 71MN #WeAM >YACNO eNO1CJ6ED 3, NtR w.., 4•e or -NU.. a . N9 or-wr m m rw.w ENarin Nee BE U= TIVW LWiLW SPACM NDICATED 3„ ,tea �� r a rwml r &Wws ft .r• r■wr w♦ rr YJee f4 -, 4.06 I.OD A • i■■16r A 1LAr P.6 • .I.."1e - e _ WQT HI eF >e - # t 1 WY.TDP A RxA 4ri1p . ~ eu ,aw _ - : as leET 17 Q M # t ._ _ INLIMP A. ILA SAP'& +' - *' - W6T to v a �R aACN INDICT TYPE 011 1116 SN#EpAE €6e0ttbiTe ft3t EACH ANCHOR TYPE CI t1eG 9CIIEDII.E LI-e00RAf9 Rom SHEET N0. MA1KttRJf11 A.S.D. Mort PANEL LENGTH MMILIIA SEPARATIa1 PANEL a ` .••' •'•. J FL.ORLDA BLlLOIM6 ODDS DESIGN PRESSURE RATING (p.I./.) L (fL) (SEE SECTIONS) TO GLASS CONNDDION ,� ,• em+a eLaa# eC 20 GAGE GALYAWIED STEEL +55.0. -T2.0 e•-8" 2 3f4' t)NBIX.TEO .*, ,• � No. PROTECTWN - IL E c a INC. .N,00 &,■ a SH 1,2 1/4'0 TAPCON O W O.C. %=T WOOD WADER PANMw- E. LEM01H i (SEE NOT i BL i{•' CONE. f t 3132E WINO NUT WASHER O 12 112E O.C. 1 +f TAPOON O B O.C. W/ s m J W 1 t/zI PENETRATAT QF PLATE WA TO PURE WALL YOtJNTM IMMLLATbN nyE At TERNAME 9 W � G�UI.AR P O LJFE SAFETY PANEL SCALE 3/r-I SCALE 3J6'+1` main I. NSTAiADONS ARE ONLY YAIAD FOR BUILDINGS WITH A.S.O. OCwA LOADS UP TO +55.5. -72.0 P¢ MD PANIELS WIDTH UP TO W-W, 2. FOR MEW WOOD FRAME CONSTRUCTIONS: WOOD MEMBERS TO BE SOUOHEIIN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOLHL Tar 6 W 4I6S Qvw SCALE 3/6'=i" i i [6141MLIN11:11► •: I•I Rillsi ..:. •; L `ILr.:. 11 ISQUEERIC VIEW DETAIL A HOUNDED OORNER O Ems OF PANWS DD UP W/ HOMED FDOE. (fat) .055E {TU,p.) .750E Q STOP Bm W LONG E063,45 Aluom ALLOY IIAI■1L0 AID. - MSc 7 GI11 11 .IIOM.TO +es,q -763 7,Y Oft LESS 2 "r BOLTED • i', 2'. 3'. TRIAL rV bt 3'w +4114 -753 IV OR LESS 2 716E BOLTED. r AS 41B 4 FRI�BOIIDY OFSLIL U ! MOM AT 9WE>SW AS4)R OF MOM LOWN O 6" O.C. rtNEAM r WOOD 'L' iMmc GL PAINS. LINGHH (SEE NOTE I BELOW) 1/4'f-20 1 S.s. us VINO 7/D•f HpITY ' 1/4-0 TAPC ifl NE- DER EO Co TAP05N O E O.C. 111. THREADED Y t MATS Zw PANEL UE (SEE DONE 1 /32 os S w/ wJ 7/e /32 "� b 12 1/2" O.C. WASHER (BEYOND) TAPOON O E O.C. I/2' MN. NHRE-ADED 141TN011 Ar MUYADTH AM I PLATE x4' WOO) PLATE WALL NO MALLAIM ALTERNATVE 79W O LIFE SAFED PANEL SCALE 3/8'-i' FLARIJMA BUILDING CODE ( Y IlurrleI n* Zan &Agra REM m Y0 GLADE SALYAHM sM St0R11 PANEL FAT_ Maur W, PROTECTION PRODUCTS, LM 4a/W,0 DAO L E c o 15-021 INC. 4Mm sx. 51 anNET IMAM. R. 3514 rstr,z (SO4)eW_,eA nW: Caa+3arN-n+1 r 6I. as A AAtr PKYi1PtA P,E -A *r->bs 4 - - DIQT to Q b REVERSED 'h' TRACK .750• 2.50 2H r Hn Q I W ftS+P•) 'PANEL ""GER 1 1 4 Mt" W61 TO Akmn. ALLOY 4L° REVERSED .'U* TRAM( .125E 2.00d' .t2s' MAW © ?-W(MM.) ALUM- ANGLE Hem NMI" AMININYI 61V1010 FOR E 4. - 3 1/Y N6. OF THIN IIAMLUFI PAIL umM � • � P M t tSI�OONI CLK-m PWM MAIE FEMALE n PMBJ.OE PINK 1) CONCRETE Kam. T) OOM K o"WORN 1D OhLdi7Eca"OBETE Odtltl�B110 12` N/A 12' N/A 12" N/A 12' N/A V Mk Y' (TOP) OR LESS 11` 3-* /0` 3" 5• 4' 5' 4" i' 12• 3- 1Y 5' 6' (r IT* 6` N/A N/A N/A MIA WA N/A 12 1/2' ii' 2' (BOTOM) T N/A 6 1/Y N/A 4 t/2' N/A 4 1/2' MIA 3' (TOP) 1Y WA TY N/A 9 1/2` WA 9 1/2` N/A 3' ""MIA) 12' N/A 12` N/A t2' NI/A 72' N/A 4' (TOP} lY I' 12' 9 1/2- 1Y IV tY 11' 4' {BDT,DM) * UMBED TO 06D pat. t. A A OF319N PRESSURE R IBIC. A SEE OW 26 Foot AMINOL4 HYPE At SPACING FOR NBBLLARIONS NO WOOD FIYYE INDDINO. MNNtlN NOW SNIC06111 AND LIMN GM )lSUI11C[ ALE NGCLNOt ON THIS SCHIMULL FOR EA Ums "m somas ON Ilmum mum AICNOE /NORIO BY MR7IPLYMMB ■WON now 1N 30HIRRME w 111E RLMOIINO MOM MDR lltlM OPlIAWOfI To K t!Og1 E. 1®,me lAO1L1 olve D IMNBt FACMrMMSHIILL NW BE ECHOES LESS 1 IMerA1Fn FOR flrCLl AII6AI1 HYPE AT t/416 1/4'.1/41. 1/41a TIP[ Am01101ttIPOON CAIR-M aft 4mm +y a a a M t J! SIMB +r6t 9ruM% WW 3 3 3 a wr,Fa hMwMr Irrr W a 3 +/Hr a IA 4 AREa pffi D■F#M , FACTOR I tir" - 2 , - - - m 3. ILO Ij n SAIM 1 .+ MIFAU■ES MML DIBTANLe Emm BOTTOM OF PANEL I T/2" AND ® 1O I t/Y MNc H 1 ++ EEaWnE.S Mm DISTANCE WTIWEN Bonow OE FAMIL (1) -to O se 3/16-. 3116' IMMs. I . FLORIVA SURAIMQ CODE 15-021 6EwBD Ne MItIBI . Y . Ilk • * . a •+• f14-1) 06 1/I MIL THR AT MEAN WALL iA�i_.SAW 2,_RMLAR PANEL SCALE 1= 1. INSTALLATIONS ARE ONLY VALID FOR INDIUM WITH A.&M DESIGN LOADS LP TO +55.5, -72.0 FW AND PA ELI LENGTH LP TO W--W. 2. FOR NEW WOOD FPo4K CO SfRUCTIOW WOOD MEMBERS TO B SOUTHERN PINE M0. 2, W/ SPECIFIC DENSITY OF O.Ss OR WALL J14-10 P 06t/4 MI ' N. TI1REl A7 MIEWIDI WALL YOUNIING Iii.STALiATIC}N ALTERNATIVE OW O LIFE_ SAFETY _EMU ..,. SCALE 3/'6'-1` FL11Rtl o a ,;H Elm ' �� Trrrrll�rMl�■,.�I r+�r. rrsw!�MI�w ---- _ IN IM�rr��r-�.. HR 0M;l r 1 -�. �'�-----�...'JIYr-1-rl.�!•�. �.M�ln�c�-.-_ -•. Irl�l.-■M�r.�■�. �.�■�:��.._ (on wwW-.(MrtWOR PwAm) Own" 0.6I1) (ONIRi<7R PANrIL) MIST � x 2 ANELj SEED PANEL) SEE Ia,E 2, 3, + 6Er.OrW 5EL TONE 2. 4 BBoa SEE �f 7 P 4IT ) 4 ) SEE WOK{jE 2. T4 64ELAYN 1 i 1 f l 4-1 T T 1 1 to 1• II I I I , =4 ROOM PA LS_ W II'� 39 WINGwILT S / 7 a r3/"J4 S f 40 x 'L' - -- - 46 X 'L• (lyf) ',.... seum3, _LITOtlLAtE 1• IRn.NTERIOR PANE SEE k 4FOR CONCRETE ANOCIVk sm E SEE secilowaNFORR WOW Sew 1' MEn. A. OR=:: LI LOWENmExsj m3 aR 6)w/ OR ,6/g,© -- a LAST PANEL Q TO BE INSTALLED AT EACH e LAST PMiEL, Q TO BE INSTALLED AT EACFI OPETgIO SHALL ALWAYS BE PROv10EO W CIPEMING 9WL ALYA+YS BE PRO:Po� w/ ��1 F��IAN FOR��IES�� gE ATM En _. REAR H IDLE TO FAgUTATE N"STLLATLON M IQENNIIO m BE INSTALED FROM f -I IHANG SjOR1l PANEL SYSTEONI OF snMICTtIHff _Z HANG STORM PUMN SOME 3J.a' - - N919F CHF 5001CTURE K" �• I- �1/4• bow CRP -I 1/4" rm.. uW -1/4" Yn. OV _ v4 YNa.. !"DAP - i Of -Ow OR 'A (0, 0 1ar 2 Ioal,a,N SECTK)N A --A SECTION @-B MOTE vw - 1' - eGIIE a/a1• - t• J' (1). OFFITI)ON OF SERIES IWO; E - Z RANG STORY PANEL SYSTEM CONSISTING, OF PANEL + TRACKS AT TOP ML PANEULATE PLUS OR 15' LONG (1). DEFINITION OF SERIES 2W& E - Z HAM STORM PANEL SYSTEM CONSISTING OF PAWL + OAT BOTTOM W/ PANELSMIITES. Com. TRACKS TOP do BOTTOM. (2). END PANELS SHALL ALWAYS BE COIINE ims ro :/u WALL BY MEANS OF {2). PAIEIS WHMAIJ.. ALWAYS BE CONNECTED To BOTTOM TRACK OTHERWISE A STOP BAR PANEI..M/rLTES OR. E U�#D Y w/ t5' LONG TRAL2c AT BOTTOM. Flo PL.tlIS BSHAILL BE PROVIDED AT RIP OF YACtf PANELS. SHALL iE COMIECTEO TO 2 Y/ 1/4"i-ZOx3 4 .S, w7 7. /32• YWI1O Nltf OR 7/4�#-241r3 Min. TN INTO TAPPE) (EXCEPT AS (3). IF END PAN" ARE CONNECTED TO BOTTOM TRACK. CONNECTION SHALL CONSIST OF 0ESt2itBED ON NOTE (3) . 1/sY-2OM3/4- M.W. W/ 7I8"fw3JS2' TMP/O r�NJf OR ,/4•fHr,T s` Min. T401Mi8SC1iLTN (3). FR CASES WHEN END PANELS ARE USE JOINTLY W/ 15' LONG Q AT INTO TAPED BOTTOM TkACk. LOCATION OF FASTENERS MAY AT ETNI:R OF TWO BEST END PANES ARE NOT CONNECTED TD BOTTOM TRACK A STOP BAR WIERIOR FLAT FLANGES OF EKU PANEL. SILL 6E PROVIDED AT TOP CF SUCH PANELS. (4). N CASE THAT ENO PANELS ARE NOT CONINMED TO BOTTOM TRACK 0.& A SKIP EAR (4). FOR MLSEAtAitONS WHENN 00 PANL WALL 6(ELS AND SOME INTERIOR PANELS ARE DIRECTLY IS ONLY INTERIOR PMEL L NG SPECS TOM pC�AMY OOC4NOTEUR PAX LEAST � ABOVE. PAN� N SUCOMPANELS SHALL �' DNNNECTED TO OFOF � wj PUSEDJORTT YrUiLOWINTRACK (2) AT BOTTOM ATTACHING BBOTTOM0 wT[RAK TO WALL (5). SEE SECTION t'. 3' 3 ♦' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHHEET 25. Ate. EHE DWANCE FOR THIS CA` MEflIOR PANEL. USfD Jft Y WSJ � OU>� NOT NEED ro BE Cow=ED TTOQ, BY ANY P"433 HAW MEANS. TRACK SFA L BBBEEE INSTALLED .rAP�. T - S_ TAB#D BYE L'J LEFT & RIGHT SEME 1/4TA LAO Swa O S 0A W/ i 1,2E HAW. RNRF.IOMD ADVIOOtlN m Da31IN0 10000 IrAwk �@(100t Ot EA m of 1O 4�,. QED& 1/24 4k H/4•a LAs 3LYfw9 s r as W/ 1 WkRN IO = 1HiEA u PErIEiIMOIdH tD EA9teq 6000 iI "' etMDID OFQ ■ 2 6/1Cr FPO. 2 M1PAR/O1GN i 1CAM OVERLAP �4a * Fw 4-, To QLms. W OTI c4"aF i A. /7 emw 91FALAP g d k .1 It I >r K r g A. See T, 1 -�' 1 4'rI PAtELA9i I'HM1E D f/4 4' -_12% FViAWT€ PU76 11/ 7 , �Ntn 716" rFt Ttf�OED LOIN, 1l1 OitOiY> Pis 12 1,Y ac. H � \X 1/4/y2 wSmom e TIAEApEDr NED W/ • 'PLATE IWWtMow NOMNpx aF PINE AT 9BlS 2DOo OR FIAT OIL p1 WbIN PAIHIIAIE 9QI€4 ,000 P01E1RWIONHLR4. IF. WALL MOUNTING MR FLAIR REOL)IRM AL'Mt RAT OR am mm iNSTALLATION SCALE 1/4'-1' ALTERNAj�E 1 "W Soo" I/4 31' JO 1. NSWLOIONS ARE ONLY WWD FOR BUIUVICS YAM A&0. OESIW LIFN6 UP W +66.0, -7L3 ptl Ab PMEL'S U UNM UP M W-10'. iROMMFRAME catsomom MEMBERS FINE No. -YI% FNOR SIAWAC 09M OF OM EAUA. m BE A7tRFEAl1 8 mm t1 y�pp tooAs PAIME STD T C/} ORCD ATE db � ON pm A17" TOP & 9OTIOM IIMNNI" CAN 0E OOMONO IN ANY Ww TO SUIT ANY N9AWLA7LpL xmx- I/: - 1' N= : S"UTTER IRAM WT SNCWN M OIANTY �ll.- �i�®i r�H■ : INTER ran 1f. 4�T - •- 7 IOLAM EVERY OK,RtAP �� I • i r VW-20r314* AS-&lolroL 9CWEY15 . F oc W/ : kODO HINDER sy-2a,3 4• rs � 7 tw rt t2 O.O.o IL. Ilan• sxs �. rA Em OF WOW 1/26 a -V /4SY20r3f_f- u1A/ 04" ajamw NOTE to 6EUOMO - L� L^t/`i f-2ibr3/4' rs. W/ 7/s'W3/ar p� >NwG NUT ALr Ip O.0 l491 Nk 9CINl5 O 1' OA W /4Y Lid 9040 9 0 6- O.D. W ,/Y rwr. OINJIOED PENIS "am i t/ r (F PLATE O 119 . 2 W woao RAT OA ON EDGE PLATE ROW -ARM RAT FLOOR TO CEILIN��fGsM/ YMyOUNTING S�T� SCALE 1/4--1- SCALE +1/4--1- tM° N� FLORIDA BUILDING CODE (Hr9n velocity Hurricane AFM■'RAM NOTES: VALID F-2 HANK Spit PANEL SYSiM 1. E-Z NANO STORM PANEL SHOW ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMiPLANCE IN B.1) BLOCAM HALL EMBED" OF IAPCtXM ANCHORS AND PANELANTE FEMALE O a PAtO'1.tlATE PLUS IRRO CONCRETE BLOCK SWILL BE 1 7/4`. ACCORDANCE WITH THE 2014. F.DMON1 OF THE FLORIDA SUUDING OOgE. DESKtl( +AND LOADS WALL BE DETERMINED AS PER SECTION 16200E THE AOM MIF?i NED CODE. 82) MINIMUM EMBEDMENT OF tJ4"f X 7J8' CALK-N MIQ10R5 SHMl BE IS 7/8" HMO CONCRETE: NO EMBEDMENT INTO ANY FINISH MATETIAL SFU111 <E PE9i1NTTE0- FOR A WINO SPEED AS 6tQtARtD BY M �I THESE SMATTERS WILL BE N$TALLED AND FOR A �1Y FACTOR Kf-O.I15. USING ASCE 7-10 FOR NSTALLA110NS UNDER 2014 F[•IC AND SHALL 1/4' M20 'S5 "�EYtLJ( BOLTS liS@ 4'ML1 BE LONG ENOtN:fT(Sf10UlD MV1" FINISH MATERIAL EX 18 NOT EXCEED THE MAXILLM (ALSO.) DOWN PRESSURE RATINGS NDCATED ON SWEETS 25 & 26. EN604E 3/4` KM ANCHORS. INORDER TO VERIFY THE A,E1041•_ CONDITION. ULTIMATE DESIGNWRD WADS QiTiPM01RD PER ASCE 7-1D = SHALL BE FIRST REDUCED TO A.S.D. DESIGNI WIND LIMOS BY MU]TPLYIEI THEM BY 0.6 IN ORDER TO WALL. 8.3) INCASE: THAT PRECAST STot1E, OR PRECAST CONCRETE PANELS 8E FOItlD ON THE SLpi PPANEL.IST" ANCHORAGE ANCHORS SHALL BE LOW EHTLUGFI TO REACH THE MAIN STRUCTURE BEHIND PANELS. COMPARE THESE W/ MAX. (A") DMIGN P RATINGS INDICATED ON SHEETS 25 R 26. . SHALL BE AS MENTIONED IN aI) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.R AS 'IT:ST£D. MERE NOT OVER STRESS. A WWII INCRILASE N ALIONABLE STRESS FOR WIND LOADS WAS JAI. USED IN THEIR ANMLYSLS, FASTEEERS SPACING 10 WOOD IM BEEN {C} ANCHORS BE R15TALLED FCIlAW6Xi ALL THE i COiitENQ4T'IONS AN[} SPECIFK3.TIdMS OF THE A1K;NOR'S DETE R IN AO[ORDAMM WITH NLD.S. 2012. STORM PANEL'S AOEQMLACY. FOR IMPACT AND FAT" RIESISTAt" WAS BEEN VERIFIED N ACCORDMNCE WITH MOTION IWO OF !1. SHALL OF THE STRUCTURE SHUTTER RToINMBILRY OF THINE CONTRACTOR VERIFY THE SOIAONLY THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. PC REPORT f 2D32. AS PROTOCOLS TAS-201. IS o RE.IL 15 TO BE MTAC1® TO INSURE PROPER AYK2i0RAGE. THIS,sHLrtiER s►Mll ONLY eE ATTNCIIED TO OONCRE7E. BLOCK S A 04 TAS-2D2 NIQ rAS-203. OR OD FRAME ttlJN.DIMLS. 2. TINS SY51AM HAS BEEN; OESM.HED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ADCESSRMO THE OPENING FROM THE • INSIDE W/O THE USE OF A LADDER OR LIFT. THIS APPLICATION LS VALID WHEN INSTALLATION IS WT04DED TO B PERFORMED 12. THE INSTALLATION! CONTRACTOR IS TO SEIVL/NJMALK ALL SHUTTER COMPONENT EDGES MHICH REMAIN IN CONTINUOUS FROM THE MM50E OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVEMT•w9D/RAINN INTRUSION. CALX AND SEA. SHUM TRACKS ALL AROUND FILL LETNOrI'L 3. SERIFS 1000 INSTALLATION S ARPUCAEBE To SINGLE AND DOUBLE HIM STYLE WINDOWS WHEN RMSTALLATION IS REDUCED TO. BE 13, STORM PANEL NSTALLATIDNF SHALL tOMPLY WITH SPF1S IMOLGLTED IN TINS ORAWMG PLUS ANY BUILDING AND ZONING PERFORMED FROM THE INSIDE OF STRUCTURE- tECLLAflONS Pli6V10ED BY THE Answ1'tMl VMERE PERMIT 1S WPM TO. 4. SERES 2000 NWTALLATION IS AFPUCABLE TO SINGLE MID DOUBLE HUM AND HOR MAL SLIMS STYLE WINDOWS WHEN 14. ATIO N I MOM AND DOORS. INC. E - Z HANG STORM PANEL SYSTEM" IS PATENT POOBM9. INSTALLATION IS REQUIRED TO BE PERIM= FROM THE INSIDE OF S RUCTURE. S. ALL AILYMIULI oRRUSONS TO BE IM063-T8 ALLOY AND TENTER. (UNLESS OTHERWISE NOTED) 1& (a) THM PRODUCT EVALUATION DOCU ENMT (P�.) PREPARED BY THIS ERGII4 i 1S GENERIC AND No NOT PROVIDE DN'ORWTNON FOR A SITE SPECVIC PNIO,I La. WHEIM THE SRE CONDUIDf6 DEVWV FROM THE P.E-M S. ALL ALUMINUM SEEN METAL USED AT CLOSURES SHALL NAVE 3105-1114 ALLOY. AIND (b) OWMACTOR ro BE NiE5 FOR 7HPROMDFD ON 7. ALL STEEL SHEET METAL PANELS SHALL HA0E STRUCTURAL OUALFTY STEEL. ASTM A-853 GRADE 50 MF6c, GALVANCEED SE LL Tm PRODUCT EASED N THESE NEAHE DOES NOT DEMVATEMFRd CONDITIONS DETAILED THIS DOCUMENT. coNsTRUMM SAFETY AT SITE 6 THE CONTRACTOR'S RESPONSIBILITY. DESIGNATION W/" >HI.5 N.I {MITER ROLLED}. 6, ALL. SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS SERIES OR CORROSION I�tSTMRT COATED CAROM STEEL AS PER BIM (e) THIS PROOLICT EYALUATWN DOCUMENT LULL BE CONSIDERED NVALO f MODIFIED. SO01S W/ 50 luH YIELD STRENIGTH AND 90 9vi TENSILE STRENGTH k SHALL COMPLY W/ FLORIDA BUILDING OODE SECTION 2411.3.3.4. (� 517E SPE` 'O PRWECCS SHALL 8E PREPARED BY A F1.DTIOA ONCNEFR OR ARC w1w MI SCH LULL 9, BOLTS TO BE ASTMM A-307 CALVANZ10 SIE0. NSI OR A304 SERIES STMtEESS STEEL, WITH 35 IW MINIMUM YIELD STRflMGTNC. BECOME THE 0401I R OF RECORD EOJL) FOR TFE PROJECT AND TWO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE MAX DWEIR OF ACTING AS A DELEGATED ENGINEER TD THE P.E.D. ENCMNEER. SHAL t0. ANCHORS TD TALL SHALL BE AS FOLLOWS: SUSS TO THIS SITTER THE SITE SPECIFIC ORAWINGS FOR REVEW. (A) (e) THIS PFJX SHALL BEAR THE DATE AND ORIGINAL SEAL MO $IGNATURE OF THE PROFES ION& (7MgNEER OF - 1/4'0 TAPCON ANCHORS AS MAACTURET.WO BY i._ BUILML INC.(MIN. YO-3192 "J.) NNR# RECORD *THAT PREPARED !f - 1/4- I X 7/8• 0"-N ANCHORS, AS MANUFACTURED BY POWERS FASTENERS INN, (MN. Ya^3000 P.s.i.) 16. STORM PANE. MANUFACIURER'S LABS. SHALL BE LOCATED ON A REM)dY VISIBLE LOCATION AT STORM PANEL IN - 114-10 PMELIKATt FEMALE D a PMEWATE PLUS ANCiHORS, AS MANUFACTURED BY ELO (ONS7RUCT106 PRODUCTS. AOCORWNCE WITH SECTION 1710AZ OF FLORIDA BUILDING COOS. ONE LABEL SHALL BE PLACED FOR EVERY CPU" (1'C-3350 p.li.) - LI8ELN0 T'O OOMMPLY WAIN SECTHON ,71N1.,li2 OF TI,E FLUkIO6 BUN.091D CODE. A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCREEE SHNi BE t 3/4' AND 2' FOR PANE.MATE FEMALE m k PANELMATE PLUS. A2) MNIMUM EMBEDMMEW OF 1/4 M X 7/EI' CAUL-N ANCHORS 9fW1 BE IS 7/8' Nm CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 1/4- 0-20 SS SLDEwMX BOLTS USED SHALL. BE LONG 04OU(LM(SHOAD ANY Fxi9i MATERIAL EISD TO ENGAGE 3/4• INTO, ANCHORS, A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE DOMING WALL OR FLOOR, ANCHORS SHALL 0E LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND StM PMIELS. AVN(9IDRJME HO BE AS MENTIED IN A1) AM IN A2)L FLORM 804LA Nfi CAOHE N V*kdly so"foame Ian - 1/4' fTAPCON ANCHORS AS MANUFACTURED BY I.T.W. BULDEx INC. d - T/4 • X 7/NY CALK-INCALK-INMMCNiORS. As MANUFACTURED Br POWERS FAS'tDERS NC. (em-1500 P.21 " ~ • vLONa 87aC4 PC. E-Z HANG STORM PANEL SYSTEM W FAA. ■r0.Do am aALxI1m a21a 11IA1rL MYrr . +Y - #14-10 PMMELNATE MOLE ID AND PME7.MIATE PLUG ASICHORS, AS MANUFACTURED BY ELCO CONST)WnOIC TI' x PRODUCTS (C"2071 ATRIUM 1MII+DOWS AND DOORS, WC. OM SMU ME ON m"XIRW� LIT �EiAIL�. SCALE: M/2` 1' t t T I SEE "=I" j b ON SHORT 25 NCR NIrSEPORAIM I 1 a'f-4Ws3/j4' To GLAINt _ I 7ALx3/]T I 7IMi! M0f � I DWLM6W I' 1 I i 1 I A I i 1 AND DIRECT YQjNG RUST, SECTION 2' SCALE "A". Bar-L' SEE SWad a r-j NepUIIDNINISLN7R Wan an gMm�1 (7) OR {33�f79W� ��00 TOP . B6lmFI MOGNLINE 90IeINm N AIW t0 w So W 9Urt AN+ IMTAaLATHCR. RA - B= mslANa ('M9d1m1� AE ON or RAFJ IEOlIMIO C,>rrL 6a pD CLP's® "m H >SO fY11/OFK�ImIME 04 MITI KktL ONpum w NN �w aO F1�OB TO CEILING YOIJNTRIG INST. RL11LD-oOW MOUNIM MIS% SECTION 3' SECTION 4' SCALE 3/6-1' SCALE N N to Cu N }, U N L-�-' 1) Q o O C .0)V ^+ (' T=3 CU U) V C- O -20 C)- o O LL .� (U O p Cn CIO CIO O �- -0 .= U) Q Cn t^', W _( CU O I� U _O O 'C'D^ v! CU LLI Q Z Z Q J !Z SHEET NO. SH 1,3 S�t1iE8eL_.bIQIF� AII1R AM ■� Lv_ vasty F 2 IY1� 11�� PWl�af: _- - (C) 70 E1ttS11NG wOCY1 f1Y1 SPECIFIC dtAVt1Y G O.SB Wt);. t. STORM iMNEL "a ON THIS PRODIKT EVALUATON DOCUMENT (PAW HAS BEEN VERIFIED FOR COMPLIANCE N � - 1/4'W TAPCGN AlN5i0RS. AS MANtRAC11MED BY I.T.W. WUXX. INC. UM THE I014 (SM EDITION) OF NNE FUDRIDA BUILDING CODE. THIS STORM PAEL SMALL HOT BE INSTALLED AT INCH -- /14-iD PAELMAXE FEMALE D AID PANiYMIiTE PUS ANCHORS. AS MAr1FACTIMED BY UM � PRODUCES. VELOCITY MJRNCfN1E HONES (BIi1MhON]E J BROWARD COUNTIES). = 1/4 0 LAO SCREWS PER N.O.S. DESIGN WIND LOADS SHALL BE OETF]ZaW� AS PER SECTION 180E OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND - 7/100 x 5/r WOOD BUSHING, AS OWRWTED BY ALL POINT STREW, VOLT At SPECIALTY CA. SPEED AS 11004ARED BY THE J1IRISD1CTION WHERE STEM PANEL. W.L. BE INSTALLED. AND FOR A DIRECTIONAL" FACTOR KD-0.a5. USING ASCE 7-10 AND SHALL. NO DME0 THE MMA,IMNL (ALSO.) DESIGN PRESSURE RATMGS IRKGATED ON SHEETS C.1) MNIMUM THREAIOED PENETRATION INTO MOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR ELCO PANELMATE PLUS 3. 9 THRU 12 k 17, 1& AND PANELMPL.E FEMALE D. IN ORDER TD 14 TY THE ABOVE CON DfOOI, ULTIMATE DESIGN WOO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. WITH iN -PRESSURE RATING BY MULTIPLYING TEEM BY Me 111 CIDER TO COMPARE THESE W/ MAX. (AS.D.) C.2) MINIMUM THREADED PO4ETMTIM OF LAG SCREW. N00 THE WOOD FRAME UNIT SMALL BE 1 1/2-. NO Tiftshm DESIGN PRESSURE RATINGS INDICATED ON SFEL75 3, 9 71RU 72 A 17. 1a. PENETRATION NTO STUCCO SMALL BE CONSIDERED AS PART OF THE RFOURED THREAM PERETRATICK IN ORDER TO VERIFY THAT ANCHORS ON THIS PX4 AS TESI WERE NOT OVER S. A 33X INCREASE N ALLOWABLE STRESS FOR woo Laws WAS an USED N THEIR ANALYa1S. FASTENERS SPAGBIG TO WOOD HAS; BEEN DETOWN" N C.3) MPWUM EDGE DISTANCE OF LAG SCREIY5. INTO WOOD SMALL BE AS INWGTED N THIS MATTING ACCORDANCE WITH MD.S. 2012 STORM PANELS ADEQUACY FOR WPACT AND WIND RESISTANCE HAS BEEN VERIFTED N ACCORDANCE WiTH SECTION 14109.1.2 OF C.4) MINIMUM PENETRATION OF WOOD BUSHING SWILL BE 5/r. 1/4' 0-20 SCREWS USED SMALL THE 1 1/2- LONG MNMIRM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH RAWA REPORTS +Ga14(111-01 AM #0219.02-09. AS SHOULD STUCCO EXIST. AND 1' ANIMAL FOR WALLS WITH NO Srwm PER S570 12-99 6c ASTM E 330-M SUNOAROS. AND AERICAN TESTING LAB SOUTH FLORIDA REPORT ftl23.01-10 AS PER TAS-201 AM TA4-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 180E OF THE CS) INCASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCK OR WOW BOARDS 8E FOUND ON THE E7tIST9iG FLORIDA BUILDING CODE. WALL. ANCHORS SNALI. BE LONG ENOUGH TO REACH THE MAIN SiRUCTCRtE. WOO SUCH PANELS. ANCHOR" SMALL BE AS MENTIONED IN CA), C.2) RL C.4) 2. ALL A MMNMMA DORI ONS TD BE 4I063-79 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). 'SEE SHEET 2 (D) ANCHORS SHAM BE P ALLED FoLLOom ALL OF THE REDomwomam AND SPeNrATwm OF THE ANCHOR'S MNwAmIIREP. 3. ALL ALLMMHAM STREET METAL USED AT CLOSURES SHALL HAVE 3105-1414 ALLAY. 8. PANELS MAY ALSO BE NSTALLED HOIIZC UALLY FOLLOWING INSTALLATION DETAILS 910WN ON SECTION 1 THROUGH 6 (SHEETS 4 4, ALL STET SHEET METAL. PANTS SHALL NAVE STRUCTURAL QUALITY STEEL, AMU A-8S3 GRADE W MINIMUM, 0-80 GALVANIZED Ti3iDUGYM 5) VOCEF T THAT HEADERS('!/ R() SVtiL NOT BE USED STEEL DESIGNATION W/FY- 92.2 kM (APIM ROILED). 9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOURNESS OF THE STRUCCTURE MOM SHUTTER 15 TO BE 5. ALL SCIONS TO BE STANLESS STEEL 304 OR 316 AIM SERIES INN CORROSION RESISTANT COATED CARBON STEEL AS PER DINATTACHED NSCIE PROPER .THIS SHUTTER SHALL ONLY 8E ATTACHED TO CONCRETE. BLACK 0R WOOD FTAAE 5001E W/ 30 Masi YIELD SIRE iGTH� AND 90 Hsi TENSILE SiIEWGHt MID SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION •TO 2411.3.3.4, TO. EACH REGULAR STOW PANE. WITH LEGTHS OVER 907. AS PER SECTIONS 1. 2. 4. 3. 6 AND ALTERNATIVES 1Wt 31V a 4W ON SELECTS 4, 5, 6 t 7 RESPECTIVELY. 94ML NAME A LEGIBLE AND WAXY VISIBLE MARKING NSTWJCTNG OWNER OR TENANT 70 6. BUMTO BE ASTM A-= Q %ACED ME. OR A85T "4 SERFS STAINLESSSTEEL, WITH W Ica! MDNMMIM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE �'ORCEMENT' DURING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO WALL SMALL BE AS f'OU.OYIS: 11. THE NSEALUAT411 CONTRACTOR IS TO W4A-AUUC ALL SHUTIER OOMIPO 4M EDGES WHICH MUM N CON ITI IKKM CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. ((� TD F16ETTNrt MrdMim mi[3NEIF- - 1/4 V UPCON ANCHORS AS MANUFACiURFD BY LLW. BUBDEX, NC. (ML rc-302. P.A.)12. STORM PANEL MLSTAtLATiON SNAIL COMPLY WITH SPECS INDICATED IN THIS DRAINING PLUS ANN`t BUILDING AND ZWIMG REGULATIONS - 1/4" r x 7/6^ CALK-N ANCHORS. AS MANUFACTURED BY POWERS FASTENERS INC. PROMS BY THE AIRISDMCtION WHERE POW IS APPLIED TO - 1/4'0 x 3/4' SOLID -SET ANgNOpS, AS DASSRIBUIED BY ALL POW SCREW, BOLT do SPECIALTY CO. (Min 'r-MOO p ¢i.) 13. (a) THIS PRODUCT EVALUATION DOCUMENT (PLEA'•.} PREPARED BY THIS EN{ R IS GENERIC AND DOES NOT PROVIDE INFORMATIONTHE - 114-10 PM41MYE FEMALE D r PAN ITIJATE PLUS ANCHORS. AS MAIWACT RED BY EUXI CONSTRUCTION PRODUCTS. EM FOR A SIZE SPECIFIC PRCitECT; Is. WHERE SITE OOWOFftONS DEVOTE FROM THE P.E.D. - 1/4-* 7AjW MAN ANCHORS. AS MAMIFACTURED BY POWERS FASTENERS. INC. (D) CONTRACTOR TO BE RESPONSIBLE FOR THE 'SEIECtIOK PURCHASE AM 11TWAlATON INCLUDING LIFE SAFETY OF THIS PRODUCT A1) MINIMUME]IBEDAENT OF TAPCON ANCHORS NTO POURED CONCRETE SHALL BE 1 3J4': 2- FOR 11L o PANFLMATE AM BASED ON INS PA& PROVIDED HE/SHE DOES NOT DEMMTE FROM THE CONDNiDNS >�TANL iD ON THIS DOCUMENT. CONSTRUCTION SAFELY AS SITE IS THE CONTRACTOR'S RESPONSIBILITY. 1 3/4- FOR IMLAC NALM MlCNDRS. . (c) THIS PRODUCT EVALtA7GN DOOLIAENT WILL BE CONED ON" IF MODFUL A.2) CALK-411 At SOLD• -SHIN ANCHORS; SHALL BE EMBEDDED 7/6` INTO THE POURED C:ONCREiE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 5(ITEWS USED SMALL BE 1 1/2- LONG MINIMUM 'MOULD STUCCO DOST, (d) SITE WMIFIC PROUEM SHALL BE PREPARED BY A FLORlDA RECISTERED EJ40M OR ARCHITECT WHICH WILL BECOME THE AND 1' MMHNNUM FOR WALLS WITH NO STUCCO, AID MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O MEAD. ENGINEER OF RECORD (E.O.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT' WITH YANG HIS, PROPER USE OF THE RED. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PJA ENGPIEER. SMALL SUBMIT TO THIS LATTER THCE SITE SPECIFIC DRAWINGS FOR RLVEW. A3) N CASE THAT PRECAST STONE. PtiECIL5T COMMIT PANELS. PAVERS. STUC OO OR WOOD BOARDS BE FOUND ON THE DIISTNG WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (r) THIS PAELM SMALL WAR THE DATE NO ORIGINAL SEAM. AND SNTNATURE OF THE PROFESSIONAL ANCHORAGE SMALL BE AS AENRONFD IN A1) AND IN A.2). ENGINEER OF RECORD THAT PREPARED R. ((Q TD txsfnM: OOMrIlF'1F BLLwyr 1WMLL ASIiI c-Ba 14. S111ITTER WAWAVIu M n LANE. SHRILL BE LOGIFD ON A R EADBY %4=9 LACABIDN AT STORM - 1/4' • TAPCON AN(9ROR5 AS MANUFACTURED BY I. T. W. BADE% INC iAHL 314111T1/JL IN ADOORDAIICE 1MNT S�IIDN 1710,6,2 Or PLOB<lIA MLOW OWL OE LABEL SHALL BEPLms FOR vowmomLamm70 OOIPLY MAIM SBC110N 171OA3 OF NNE - 1/4' I x 71W CALK-N ANCHORS. AS MANUFACTURED BY POWERS FASTENERS INC, RONDO BUMODIG CODE. - 1/4 0 X 3/4' SOLD -SET ANCHORS. AS DRT1 WTW BY ALL POINT SPEW. BOLT I SPE MALTY CD. - /14-10 PVAEMORE FDA" D AND TINELMATE PLUS ANCHORS AS MANUFACTURED BY ELVO CONSTRUCTION PRODUCTS. - //4- # IAMAC ,ALMA ANCHORS, AS MANIAFAcwm BY POWERS FAsruats, INC. d ' ILI) MINIMUM EMMRDMENT OF TA -CON ANCHORS. ELCO PAIVEL IATES AND ZAMAC NNUET N ANCHOR, INTO THE CONCRETE d FLORIDA BLNLDING CDC Non h Hu Its Za1r BLOCK UNIT SHALL 1E I I/C. riots /s1Rxt A■ 24 GAGE GAI.YAIMiED $TE'FL S70RH1 PANEi, rtii. 8.2) COUX-IN t SOLD -SET ANCHORS SMALL LE EMBEDDED 7/a" INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT' INTO SWOOD SMALL BE PERMTTED. 1/4- 0-20 SCDEws USED SHALL BE I I/r LONG MINIMUM SHOULD SRJCCO EXIST, : y 1Wy PROTECTION PRODUCTS. LLC, °SJ- 5 AND 1' M I NNUM FOR WALLS WITH NO SNCCO. _- 1 L E C O INC. q- ma's MIp °1tQ,-�, aM6Lti 3�4 t 5-022 B.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE P PANELS, STUCCO OR WOOD SIDS BE tTJUMO ON THE W OR(Ql',; �k' \ r..- r (aq M'r_y.r. Ae a aeF N+ItWL: aT•iME-110. NBtlE n64JNEN-R+N7 EXISTING WALL. ANCHORS SHALL lE LONG E7i0IGFM TO REAR THE MAIN STRUCRJRE SEFWND SUCH PANELS. Sr- Guar A� r sr ate.■, 014■m re ANCHORAGE SMALL BE AS MENTIONED N B.i) 40 IN 8.2). A1WlIr A A: At Aw - rO , - low , r OONCfETE SCE SHEETS 9 ALTRN ANCHIN (SEX SOIEDIME am SHEETS S 'DROUWI 10) MOUNIM - EDP OTAN NOTE FOR @L {� ¢1'•n111�` (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE SHEETS 9 M 10) COMBINED IN ANY WAY TO SUIT ANY NSTALIATONO. DEAN 70 BE CENT Br REGISTERED GNpNUR OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. Nil UlE 3) CONCRETE ANCHORS (SHEETS SEE SCHEDULE 9 THROUGH a) (SEE SC.HNET ON SHEET I PANEL LAN (SEE SC U ON SHEET OF -C` MAX. aC CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUGH OSCHEDULE IN &W 3) ON OEM 3) (SEE RE 9 TIIHOVON 1� i W/L90t6.Y Wa1ET1 SCXJD S��e CALK-N ANI(»IORS AM USED Nt W/ 18EIN �Y'bR COMCA ME BLACEXISTINS POURED K RANE1M 1 ARE UMI, rAoupm. 8 a 31t 6,'i .11 _ ► ► i M M M N ,OD ANCHORS ALTERNATE WO M SOMEDU.E ON (SITE SGHiEODUU 1.LT 11) _ 51kET 11) 1/4- YAK WOOD fEQUIP PANEL (SEE SC ON 9H 54 L'J OF NO 1' • 12 1/2- O.C. MI . r � ...A ,ri 1 • MOTE ANDM Ogc NF BO!!6: fig= 1. INSTALLATION AREONLY VA�pID��,.FOR MAX. A.S.D. (p.& TOP & BOTTOM MOUNTINGS CAN 13E DESIGN PRESSURE RATING f) AAA PANEL ID4GTHHS COMBINED INANY WAY TO SUiT ANY AS PER SCHEDULES ON SH1Xr 3 NSTAWITiON 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PIE No 2, W/ SPECIFIC DE55 DENSITY OF 0.OR E QUA1- L WOW ANC SMiEET 1 f; RECANT BiJMD tw MOUNTING ALTERNATIVE 4W SCALE 3/8-1- a� No, 4dlt � WALE 3/8-1- RHI All FLORIDA i3LRUXXI; CODE Mon IN h Yriac Hu cone Zany rams Tsmxt AAC 24 CAGE GALVANIZED STEEL Si0(�Il PANEL. DTUIw aW ■ IL E C O INC. �" ��'"TM � am"* TERM t GNM EE MI6 00MANY 1A► Ne, ar ar[ xCMNr a 45M AIL 61 sow 01MIL ML. =14 15-022 Ce9» ,aR PIGIE MIMiWp-7616. FiNQ (A54)aW-5AT r r, O,6A1H6 Ne 1 P2 au o.r .r - 31EI'f 7 OF q COMPONENTS FOR REGULAR- LIFE -SAFETY dC E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1 ) 15.125• (TOTAL - 12.500' (EFFECTIVECXL:1A7)ar 1f4Y--2p5J4` �._ ` ' . ".7w wYE% S�7, .12rsi4 I W' •1 1 50� R)C /1 & OA24' MN,THOC6 i' 14OQ' 6 EnrE > TYP, q ` 2.000" `+` cIA rq IENOW 2t 1.D1s j� 1 DEWk A G`-60 WW. 41Y EDGE - •084^ 1�1'S00'---j .125* Z75" ) 1.350' ©STORY PANEL Ta3M1" DETAIL _A_._. 2,a00' PANELS SILL 8E pLRTALED AaWTSFROM LM 7+ AT END AT SMEWOF7 � ' HEADER -r ,MtMX ANGLE WITH. STUD hpmp PANEL O.ni4' (A6n) W/ 1M©rm am `• NAIL .133' "70' �.,41AM 0 (L230.4 ' 1,4r 4.6'ffi' 2.881• HI7MMME0 f� - 4527W' 2s50' 7w P A 1 OR am ,133OLIKEAL' ROl6DED CORNER O ENDS GF PANEL•S t Ma. „ 2.378• END LP W/ HEMMED EDGE. A25' (IT'S) ^ zw Top. llormli EDGE IF PAN11. �� 3.750' 091' .Otq' Q KEY HO�„ WA �1� AI emu , .072" iiPa 3105-H,54 ALM. ALLOY Q ,KEY�.cam 2.124' .091` ,,.r�� .7W 3" 1. .375' lJ ATi EEVE 2 I 193" Goo- Ma- MGM 3. 2-Mr 123' 2 ¢ 4A4S Q .250 BEY- wHs TEA= Lei ■U■ JiLMER' 1 750' ( •) MN. TO 5' IMms. AQNLLW: r ,,x, 2.D00- JYiLiSAIA O A T 1 ",}' TRACK i@i PANEL HANGER 606T-7a A DY 374" ! , (USE ONLY •FFOR E Z4 PMM .31t• .470' .?75 Now 611' ' 1 =:•,. + SYSTEM) am ALUM. ALLOY 1.6 1" z.oao' + # q 1.12s- ELM DA MLLDUG CODE " High YNrc Hu cans Zone t 1, L .12r d, j r3pra aLsm � 24 G GE GALVANUU STEEL STOW PA NEE tw.K er Don. (1YPJ 3EE sELTIaNs ,2W � �r ' �TlL E C 0-1 Nt. f) GLOBAL PROTECTION LLC Dam .204' �/ f / :� 4W AIL 01 APNT -Ci'•, s , EcE s waa �rrwewa Flrwc, is DOE ft. �4{Na4Jwn +A1 T 5-022 1�' j Bl1RD-OUT of* 1�4 �MLD-•OUT Fw TRACK 1@S AL WASNERED WINGNUT � '• L 4 (ZAMWC 3 ALLOY) O1O.aIM 7/,4i•. ALE w ' i- nwn*- '� 'THIN Z NW as , AITI CONCRETE ANCHORS (SEE SfkEDAITE OFF SHEETS 9 THROUGH TO GLASS. SEE SCHM ON SHEET . �,• .• aMFB III. CONCRETE ANCHORS (SEE SawmE ON- SHOM 9 THROlM3Mi 10) FJ). -EDGE T>fSTMMCE NOTE FOR CfM1RB10M OF SECTONS- (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 Ar 10) COMBINED IN ANY WAY TO SUIT ANY I STALIAMON. ALTERNATE CONCRETE LOCAt10N 'SEE SOSCHIS MDILE CR stEEM 9 IN"" 10) AL70MTE LEG ln^ CONCRETE RETE. ANCHORS (SEE SO*V" ON sHErrs 9 THRouaIf /14 =a0x/' A¢ MS WA $W f/ffff MAX. 1h1�au 1« t rs,.L6 . 147D 6 oA 1 ■i�4 a /IX6c. yE _ PALLET. LEHGM (SEE SaMmutz FOR SPAMID 11 SEPARATION At SCHEDULE - TO GUI= ON SHOWS (SEE CHEDULE RoLn ON SHEET 3) 10, SPAC r MI�wYaWl •�J PANEL LENGTHOF H I t°sN as (StE SCHEDULE ON SHEET 3) N A• E. i OF 1X. I 1 16r1A/o Anoz CONCRETE ANCHORS _ 1 (SEE SCHEDULE ON SMELTS 9 I}WN011O1 TO 2 1/r LONG MAX. ALLMDAJM SPACERS a 6 I/+- O.Q VAA FOR EXISTING POURED CONMRLTE ALL DESIGN LOADS NO PANEL OR01 NACX LJrHC1Hl5 PER BEET 3. CONCRETE 1' MAX, LOW ALSWNUM SPACERS O 12 1/2' D.0 (SEE TABLE 31 ON SHEETS 9 & 10.) WA" MOUNTING ZDiRECT MQEiHT W/SPACERS n OR � SECTION 6 scw.E 3/9-1' OR XMMIES,i•& YS4 w NPRM <iflbAE 1�'�2Mw 00"ca i I ANCHOR 2 f 3r `14 1J2" OONNp wow FRAME I L MNO110R �8 1Y O SiN' LOW NWAl1EOR4 11EGWItD . I VANES 1 1. 1 40R Y x 2- x low M LOC tCGVON EQG L s139' 2` I AL IL AN" 011 A60' 310E-N,64 3NEET L_j,}VC,f MEM ALLML M!R ,MALE 1 2" (Tn7T{-\<�!/ I 14 Mmt OAP 1/4. 4 IIDIJ A17Y 0 tr O.C. 106-Mi/4 OR 4063-T5 ALLAY w/aAp40M Cart. Awn. ANGLE CASE A (PLANT SASE 8(PLAN) CASE C (PLAN) St7LLE 1/4'-I" SCALE ij4'-i' SCALE 1/4"-1• H.Sx OVERLAP Bl'OFD . OPENING W vIH) 00NGYKNL FROM (1R 25a4" wow RIME x - sA DISTANCE CASE E (PLAN SCALE 1/4 -1- CASE F (PLAN) SCALE BUILDING CODE r 2 3 x Aa3 3tD5 00113-15 N.lor cow ANCUE WIN 1/4•r ■ , 7APOtf1 r ,Y oc. CASE D (PLANT WALL 1/4'-1* CASE G (PLAN) SCALE 1/4'-1' VALD FOR DIRECT MOUNT NSTALIATON ONLY A CERTIFIED PANT INSTALWION AT WALLS W/ SURFACE LEVEL VARIATIONS "INN 3/4- w ANafOflFD FRW k PARALLEL To y Hurricane z0ft)I MAXIMUM PANE! LENGTH MAXIMUM A.S.D. PRESSURE RATING (11101) (+ rr -) CONCRETE a MOOD INSCALIATDNS t L+ L^• Sao w-Ir tr-o- 9&0 Tr-o- T e-r .70A 11 jr to•-r 39.0 NY-16- 101-0` 426 r-r C-9- SILO r-1- r-4- 5" 6-r r-0- rao r-,Ir* r-r Alto r-a' r-4' 70.o 7*-6' r-o- )-a r-s' 6-101 Sao r-r 6•-r a" r• o' Ir-6 910 r-r 5 --2' Also 4"' 6'-0' Mao r-3- 3-IT• rag lTao 3-r rTSAJ - r-c- f it.$ IM .(0.2,L) AND CORRESPONDING f /4, 3/4, 4/5, s/s s/s L KOULE ONLY Qj�REdJ,�� STT]RM 2/4 tw/s, 2w/6, 3W/7 & 4W/7 MCHORS (SEE SCHEDULE ON ' '. CONCRFIE BLOCK .., �t� 1- MI. SHEET 9.10 Nx11) 1i NM&CC�,n �S7iAfiFD AT CAM - ED WITH TRACKS i$i. 4�. /� Q$ {3�) a O - a I�ECT ItlLrMMTF AT QIQ* D,M,.Q, ` (-T-i-'1®r I"f -i`E"E -T-I-r-r-T r r- -1 r-i 1- r-rffl dL -�aN `L, or1� MAXIMUM PANE! LENGTH LIAXNMMM A.S.D. oom PFEMM RATING (p".) (+ eIr -) CONCRETE A WOOD 0WA UATXMH9 t L+ 4- 1ao 14=4, Ir-O• 2" tr-To- 11-7' Sao 11;6• w•-r 36A Ir-1rY 9-a, 40.0 r-s" 43.0 w-1• r-r sao 3-71 a-r Sao r-r r-r Seto r-6' r-3' 4Aa r-r 7'-r• lao 71-3' 6-ll` no BUD r-o• r-s- BID 7-0' r - Y, Sao r-.r 6-T' 9" r-r 31-10, Joao r-r s=r TOLD 61-7- 31-41 tiao - s-r' lrao - 4•-fo- lias MroarnW PANEL LENGTH DO MNIRIM SEPARATION TO 04ANtr5 SCHEDULE WHO SPEED 4 140 m.ph WIND SPEED > 140 m.ph RFSTRWED W6MSITRAIMOD RESTRAINED 30 OR LESS >33 70 so 1• 1- 7 1/2- 7 1/2- >90 TO 145 1' ,• 7 ,/2• 7 1/r Y145 T4 TIM i 1' 1" - 7 1/r MMMIfUM PANEL LENGTH (Tnl -FOR- A GNVEN MOUNTING CONDITION T� DIRECT'6' MOUNT HEADER V HEADER 1'65S W AOXE 'T• TRACT 14� ''F" TNiXC w/8i0E - O = MOUNT 4r 3Y 32• 35' stc` 50' 4 i.s'JUX 5• SMO ANGtE 3a' 3r 3r sr 4r 3w 3r 3 'F• litAO( 56' 3r 3r 42' er w 1D' W/ SIDE1 BLRD-OTT 5O' Sr 32" 96' 6D" 36• 66' 1 R 50• 3r 32' 3r W' se So' ILon Sim VISION D.M Q3 •U - - - - - - - - - - - ® MAX 1, Note 1• �' 2 f4 1/4, 3/4, 4/5, 515 A 6/5 1- i W/s. 2W/6, 3w/7 oL 4W/7 (SEE SCHEDULE ON SHEETS 0. f0 Nttt) I REGULAR STORM PANEL C7 ELEVATION I/4, CAP tear N.T.S. Oft 1AAEAAP -1 *of � . Ifs MAX, OAP _ r S•E ON A= IIDIEMe 20) L+: MWRIAI ^ADWAr RVY'E1 LEN9MM FOR A GIVEN POSITIVE USA. DEMON LOAD. L- MAX. ALLANAILE PANE. U N FOR A GIVEN /DfDA'lNE ASa DESIGN UOMD. (9) PROCEWRE TO DETERMINE MAIWNY PANEL LIDO M OVEN A POIi M A,3D, DES10N IAAHD, DUB WE MWWUM NIB. WW H 'L+- FROM SRMDtIF, OATEN A NEWIWE AS.a DFNWN LOAD. DEEJtlNE WAMUM MILL IL71C�F1 1-- FROM 9CJ�IWE. FM MACURA M ALIMME PANEL LBOMl IS ETNML TO THE MOM DEIPRAINED PANEL UENDIN BETWEEN %+' AD '1-'. (1) SK SM ULE BELOW FOR MOIL PANEL UENCM FOR POROSITY gWL91rAZlON. t INSTALLATIONS, KID, WOOD ARE UMIW TO t 95 pLf. MAX A.$A L'E&dl PRESSURE RAINS FOR 11Att AS.a OE516N W" a EAT. PIE). wwo tank 4RTEAH I USED. fWRi01U BUUDMNG CODE Nan High YrIDctly HMrr(ca1Ms IAN,r *Q.441 i rigs nXx Wlc 24 GN6E tiAIVAL/2E0 STEfl STCMiY PION L DROWN f NO.COENc. PROTECTION PRMUCfS LTC.n Uff TiTr1M1A A, AOeMIDD1M c0MP $f/' 4WDsaL sl S rue a/r w ,ea rwC A D Ae /E a2a14 / 5-022 aAr. A. a d��Frr,Fr-ram NNaVe Eapaeeo~7Na aaE da4Pep+lwr r-re sw.Mar ar • w N4MWIi 41■ A, A A-OatFil! - wLmr A w A r aw a«a1« , TOM 3 5F 06 L.. Jwill: M1. 1 �.- I I91 . A 8i ► �i ._ Ll � - 3 Mae a. t , % il► ,'� 04 ,u ... -. r u 1 ..11 & O 1� � a - ❑ a fjjI a,``� Jeep;, 1 E1 Z -=11Is 0 ;N, _ ICI 4. lIG= 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING (p s f) AND PANEL. LENGTHS AS HER SCHED(LES ON SHEET 3 (EXCEPT FOR ALTERNATE 2W ) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHM PONE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL_ 4 r:- a Q r. -2• r r. MAX USA. (P-x•H) MAXIMUM MOON SPACING FOR MIN EA PER SC EDU E BELOW INPLICAiIE 8 MAXIMUM "If (R} MAX. A.S.D. Des"PRESSURE PRkSSt1RE RATING (pat.) MAIIMMM ANCHORS; SPADING FOR MN ED. PER 9H/EDLRE BELOW APPLICABLE RD SECTIONS MAx" PANEL. ULT/61iN (it) IAPCON SOLID-SfT P 7/MAC-• vAJ N CALK-IH 1DWCOM SOLI T P •MAID puB ?MAC-WNLBI CAUJC-01 A C. W� 10 00010010K t0 1D 10 19 omll6 OF THEM 1D 3D lb 10 l6 +46. -45 ORTO UESS 13' it Ir 13• Ir 13' it it Ir 13, Ir Ir 1 (EDP) OR tFas +M -8a 13' 73' 13, tr Ir Ir I 13' 13' 13, 13- 11 1 1 ) W-C LEoft SS Ir tr Ir Ir 1r 13' 13' t3' Ir is- Ir it t (BOTTOM) 13' it Ir 13' t.3' 13• is, 13' lr Ir IS" it yr1 (BOTNM) 13' tr it Ir it 13• 13, Ir lE' 131 is' 1r 2 CMF) 13' 1Ir it 13" is, 13" Ir it l3' 13' 13' 11 1 (FOP) 13' 13' 13' -13' 1r 13" 13' is" Ir 13' is' Ir 2 (BOTTOM) 13' 13' it Tr' it Ir it it Ir 13- lr 11 1 �N 2 61Q 13" Ir Ir I 13' I if 13• Ir 13' 13" 13' 13' 1r 3 ) 13` 13" 13, 13• 1T 13' Ir 13" Ir Ir Ir it 1 3 (TOP) 12 Ilr 12 1/2 6 1/4- 6 1/4' 12 1/2*12 1/2 - - 6 1/4- 6 1/4' 3 (BOTTOM) - - 12 1 f2 1 6 1/4• 4 1/4' 12 1/2'12 t ^• - 6 1/4` 6 1/4' 3 (BOTTOM) r 8- 8' r a` r a' 7 1/2' 4 (TOP) 6• 5 1/Y r a' a• 8 1/r 6• 7 1/r Ir 6' 6' s 4 (TOP) - s - 8' - a' - (�+) 6P - NY - 8. - a' - r - r - (NOTION) iT 13" 13' it Ir 13• 13' Ir Ir 13• tr Ir 5 (Top) 13• 13` 13' 13' Ir tr tr 13- Ir 13' 13' 11 1 (TOP) 13` Ir tr - Ir Ir Ir 13' Ir it 13, is 13' 5 (80ROM) 13• it Ir Ir Ir Is tr tr Ir 13' 1 13- 11 1 S (9-10M) 13' 13' 13' 13' 13' 13' 13' 13" 13' 13' 13' 13' 8 (TOP) 13' 13, it 13, Ir 13, tr Ir Ir - 13' Ir - - 6 1/4" 6 1/4* 6 1/4' 6 1/4" - - - - 6 1 4- 6 1/4" 6 (80TT.'h 6 i 4' 8 1/4- 6 1f4' 61 - - - - 6 1/4' 13 S" 13' 0 i 13' r 1Y r 7 1A 3 1/2 tS 4 f 1 (Tt7P) , TO tt'-4 13- s Ir 13' 13' a 1/2" 13' 8 1 9 1/2' 6 tfl• _jr 5 1/2' t (TOP) e it 7' Ir Ir tr 9 1/2 Ir 9 1/2 10 1/2 .7 1/2 13' r 1 (Dorm 13, 7 1/2" is' 13" 13, to, 13' t0` 11- IF Ir a 1/Y I 2OTTOM) 13- 10 1/2 it r 1 13' r 7 1/2 5 1/2 Ir 4 1/2" 2 (TOP) 13' a" 1r 13' is" 8 1/2• is, a 1/2' 9 1/2' 8 1/2` 13' a i/r 2 (TOP) 13" r 13' 13• Ir 9 1/21 Ir 9 1/2 10 1/2 7 1/2 is• 6 I)r 2 (901E014 13" 7 1/r 13' Ir 13 W 13' 10' 11 8' 1r 6 1/r 2 440IT0M) 13` r 13• 13' 13' 9 1/2 tr 9 1/2 t0 1/2 7 t/2 13• 6 I/2- (TOP} 13" 7 1/r Ir Ir 13" IV 13' Ta' 11` a- 13' 8 1/2' (TOP) 2 ilr 12 Ilr 6 1/4' 6 1/4' 12 I/r 6 1/4' - - 6 1/4' 6 1/4' 3 (BOTTOM) - - 12 1/2 12 I/2 5 1/4' 6 I1,r 12 I/r 12 1 - - 6 1/4' a 1/4' 3 (BOTTOM) 7• r a` 5 Ilr r 3 1/r 8' � e 4 1/r r 6 if2• r 4 (TOP) 7 Ilr 3- a` a' r 4- a' 4- 4 I/r 3 1/2' a I/Z' 3' 4 (TOP) a' 1, - ar - a' - 5 tfr - 7 1/2• = 4 (BOTTOM) a• - 8- a- - r - 5 1/2' - 7 1/r - 4(b017DMQ 13` Y 13' I 13' 13' 9 1/2" Ik 9 1/r 10 1/2 7 1/r 13' 6" (TOP) 13' a 1/r 13" 13' 1 13' 1 IW /3• To` It*- a. 1r a I/r 5 (TOP) iS r Ir 13 13' 9 1/2' 13' 9 1/2' 10 1 7 1/r Ix a 1/2' (BOTTOM) Jr a X/2" it IS' 13' 10' 13' iD' XI' 8' 13 a i/2' (90N10M} 13" 5' 12r O 1/2 W' r 13" r 7 f/2' S t/2" 13" 4 1/2' 6 (TOP) 13' r 13- 13` 13" a 1/2" /3` a 1/r 9 1/2' 0 1/2" it 5 1/2' 6 (LOP) 6 1/4` 8 1/4' 6 1/4' 6 1/4' 6 1/r 6 1 4' a MIT.-) - - 6 1/4' 6 1 4` 6 1 4' 6 Ile - - - 6 1 C 18 1/4" 6 -) SEE MEET It FOR ANCHORS NUPE k SPACING FOR MaDL1AMms TOM WOao FRAME suLD6N96. k N,ILAN ANOGR SPAC8G6 AID swam EDGE comm ARE 116 WW ON me SUEDUWE FOR E.D. tass THIN NDICA E'D 1W 90WAK rEOUCE NNG51R SPAM 9r HALTP4YsrC NS SPAO000 ON SCHEDULE UY INC FOUDWWO FAEIORL FOR THIS OPfl5D1011 10 9E FD6'Ia1E Rt>WDED SPOON (MANNED USINQ FACTUR SIWI NOT E LOS TINT ►I IMM SPAM INDKODW FOR DPI MOOR TYPE ON IIHIS ANCHORUK I/W4 1/4•a 1/re 1/4'6 i/44 1/4-a WOI saw-w 'Amomw ram aboo IMAM DMN.I 1NNIMNMt AN9OIL6U 3PMJNG �.) 3 3 3 3UIS I IX 1 1/2 tlSOMI.OmH 0') amwAIO W.A) 65LK s 311r a 3 31jr 3 1 3 ,1Y 3 Iff 3 1A 3 1 jr 4 ACIlaB. SEE OIIDMICE 0. FA070R - 21 1 a." 3 610 ¢A -- MAD ¢p 37 .. ,DD 1.D0 - 1Af0 lA0 SPAVGINiS ONLY VALID WHEN SPONGER 9 TS Lem. SEE T� #1 FOR MRX A.S.D. i O MaNM LOADS B MAX. PANEL UMD WHEN SPACER 1� is USED. A,SD. DESIGN LOAD �MPMNk7. 40 PSF OR LESS W -W > 40 PSF TO 50 PSF > 50 PSF 'TD so PSF A MAX. PANEL LENGTHS ARE DFY VALE FOR INSTALL 4110M W/ SOLD SET ANCHORS # W/ "SPACER 1 SPACER AT 12 1/2O.C. �4 FLORIDA BtRLDiN16 CODE Mon Veloally Hurricane Ions rams uitznl pa 24 CAGE GALVAHM STEEL STORM PANEL oR6WI : * z (L� I O L61a. FILM 119710N11 ! LT#WMMX M9 GDA/MNY AM AL Ar sx M61.r }Ra e 1,•..' PNt.v1-GIL L li. a Na•P"`Ar1-ts1 CABAL � DWM TLC' IM tYMAL a ARM 141pD aM:i6N-76t6, FAQ a.o16i-f7i7 DAD 1 S-O22 111100100 161(7MR A WILE i IL ar a,■v , A!E[T 6 M is f� CU > O U) U AO U 'CD Cn CU LLJ 2 z z Q J LZ SHEET NO. SH 1.4 (VALID ONLY FOR PANEL(1 INSMLLATIONS AS PER SECTIONS 1 THRU 6. ON StIFF1 4 5) MAX. ASS.. _ Pw90LD-SQ p XWA ANCHORS VACM FOR MIN ED. 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TO r-a- Ir 7 1/2' tr Ir 13' 0 1 tr t0 1/r 1 1/2 11- 13, r 1 (gorm) tr 0 1/2' 1r 13' IY 9' lY tr lo' 7 1/2' it a' I (BOTTOM) tr 7 1/r Ir fr 1r 10' it t1r It- or it 0 1/2- 2 (TOP) 13' S' 13' 10 1/2 it 6 1/r tr 8 1/r 7 1/r 5 1/2' lr 4 1/r (TOP) 1Y 7 1/2' tr Ir 13' 10 1/2 it 0 1 11 t/2 Ir lr 7- 2 (EtOTTOMQ Ir r Lr tr Ir 9 1/r 13" 9 1/r O 1/2" 7 t/2' 13' 6 1/2* .2 (BOTSaO 13" 7 1/r 13' 13' ID' 10 1 tr 0 1/2 1 1 r lr r 3 (TOP) Ir 7• tr tr tr a I/r tr 9 1/r to 1/2- 7 1/r 13' a- 3 (TOP) - - 12 1 12 i 5 1/4- 6 1/4' 2 1/r 8 1/4' - - 6 1/4' 6 1/4' 3 (BOTTOM) - - 2 / 12 1 6 1/4• a 1/4' 12 1 6 1/4' - - 6 1/4' 6 1/4' 3 (BOTTOM) 7 1/r 3 1/r a" 6• 7 //r 4' 8' 4 1/2' 5' 3 1/r 7• r 4 (TOP) 7' 3' tY 5 T/r r 3 1/r 1' 4' 4 1/2' r 6 1/r 2 1/r 4 (TOP) r - a- - a• - Y - 6' - 6' - 4 (80TIp0 8' - 6 1/2- - Y - 8' - 3 1!r - 7- - (BOTTOM) 13, 7 1/r 13' tr /3, 10 I/ Ir 10 1/ 1 1/2 a' 1Y r 5 (TOP) it • 1/2' lr lr tr S. 13' 9• IV 7 1/r tr it (TOP) tr 7 1/r tr tr Ir 10 1/2 13" 0 i 1 1 1' Ir r 5 (BOTIDMI) 13' r Ir t3' Ir 9 1/r Ir 9 1/2' 10 1/2 7 t/2' 13' Ir (BOTTOM) 1r 7 1/Y 13' /r Ir 10 1/2 13' 0 1 t I/2 8' I r 6 (RIP) Ir S' 13' 1r 6 t/2' 13' 6 1/z' 7 i/2' S 1/r 13' 4 1/2' 8 (TOP) - 6 1/4' 6 1/4' O 1/4' 6 1/4' - - - a 7/4' 6 1/4' 6 (HKSTT.^j - 6 i 4• s 1/4' 6 1/4' 6 1/4' a 1/4' 6 1/4' 6 (BOTT. SM OW 11 FOR ANOOM APE s 3PAC•W FOR 11,61AILA3lows 11,110 WOOD MOC K%PN B. W YNMM MOOR WAMM NO MM M OM OWTlMla: AM Mo WW ON INS N61a U L FM Ea LESS I" BIoo m a smuu pBO" MOM WAMC W MAMXM 3PAOIre 9HOM4t a SC4EOLAE 6Y I E F0u=m FIC1m, no Im OPONAON 10 •E MS84L R1oucLD Iftwo OBTAINED 1N•H fACMR MU NOT K Use THAN WWWA SPM91O MOOM M MR EACH ANCHOR TYPE ON "0 s12RM1AE ANCHM TOE i/{• I/1'e i/r• 1/41 1/4'i t/♦'• Wsea1 &I M MNi WOOS SPAC•L9 OS.4 3 3 3 2 11 21/2 Oy 3 MI r 3 311r 3 3 a I/r 3 1/4 3 I/!' 4 ACM EDGE o � $ACTOR am on am 3- tLs• nA - I:30 - •.al 3 IA6 Im •► SPACINGS ONLY 1611D WHEN SPACER IS USED Sff� #1 FOR MAX. A.S. DESIGN LOADS A MAX. PAFEl WHEN SPACER �1 „ USED. 2514' PLATE L /4h TAP( WG10lL . I' is& TO CLASS. :TF# TON 12) TLt L10.13 ■� R R OYD•.� s V MAX Y PNAl L.ETW't}# (SEE II.LIOmHON ON SHEET 12) m 1IMs 15 A 16 PER NRNORM APE • VOICINGfat misuaLA ow INTO 'm Tom OULOM MtM1Y ANCHOR sIM S= NO 60MA EOOE d6TAM AM ICIOM ON EMS OM MME FOR E 6 LM THAN MDIGOED al sa®{RE mmucc ACNOII VACM BY MLWLVW s oom SNOW ON aa®ME BY THE FOLLOWINGFAc1oRs Fait IEW I OPMWni 1O Of POS RELM = WA= OBumm u3IO FMC7at LNALL NOT BELM AM•I M HLVU SPACING POCAM FOR EAON ANCHOR TYPE ON TttW SOMMU • A110 Im t 41r 1110I Ieimm A1AYM 3PAOMt ( 3 91�M1WSt 3WgMlWtei t1w-•b ••.) C.WsI OAJ 3 PO 3 Al>M i �OW 11411111101 amE 2 1/2' O,it s3o -r- 3 ICY - .TH lON 12) WALL MCXJNTNW SCALE 3/8-1- I I. INSTALLATION ARE ONLY VALID FOR MAX. S.S.D. DESIGN PEE RATINGS (p•s.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET IL 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 13E SOUTHERN PIKE No $ W/ SPECIF 006" OF 0.55 OR EQUAL. i/4•s TAX ANCHOR t 7ELILL.& A A.S.D. DESIGN LOAD EE4IWIRRA PANEL LENGTH 40 PSF OR LESS 6'-8" > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF 5-10I 4 MAX PANEL IENGTFIS ARE Y VALID FOR INSTALLATIONS W/ SOW SET ANCHORS do W/SPACER AT 12 1/2' D.C. FLORIDA BLINDING CODE Non 14119h Vd liuMoana Zons) F '•, • *am ¢1R'q Ac 24 GAGE GALVANIZED STEEL STOW PANEL ESL. = t26mt r. avem (6 : *= IL. E C O Eslc. 6 PROTEIiOt„ PRODUCTS. a'W6 Pi S1tf4 P 4 fA11. M M. 1rl •AMnR A n...: p•• a w Ors gll4ia-Am wlalc (M4MMM•7M14 fMt• h88QW1-•,a7 19-022 OUIM Apt a• .to I >I�T 10 O tt 1' M•L PARA7O1 O aLAS& 2'34- PLATE RECAP CONCRETE 9 FLORIDA N)RDING cow �•II FLORIDA BULDING LODE Non Nft1qh vatioaffy Nu no Zone d0, 44157•HwM 71 ma 2 e 24 GAGE GAL.VAIMZE'D STEEL STOW PANEL tMwFA . IL ECO1wc. P�C1 ��• �• �/am1 s Tzar cow!MIL FL 3 wt. �..... Q�� AIL 3•\ � r 3+6 wlwt ��e11sr 15-022 'V%! AYw < Pe9 m-•••. w.. Pq ir-.w RnIFa (•N)Mh7MNA fm paQ6•i-t761 I ... �.. : .,. �.. ..i aMlsl6 ttc ML719M A RI/F J; l.L • vw to 6r to efr OF MAX A.S.D. DES" P MAXYUM ANCHORS SPACING FOR FJ. - AS SHOWN ON SHEETS 6 ! 7 /PFRlCABLE a ANr THEY MA1aRlM PANEL lJ ')THH TAPCDN UVG SCREW FE71 II P I PLUS WOOD 6USHNG 1Y 1r 13' Ir 13• W (Top) it lr 13' Ir IS* iW (OMM) 5' OR LESS a l!r 6 1/2' 6 1/2' 6 1/r a 1/2- (TOP) - - a t/4- 12 t/r a 1/4' (BOTT.•) Ir r r !r - (100) MOTW Ir 13, 13, 1rE13 (TOP) OR 45 LESS it Ir 13' tr 00,111 Ir 13' Ir Ir Ir tr 13" IrtW (BOSOM) 8 1/2- 6 1/2' a t/2' 6 1/2' (TOP) - - 6 1/4' 12 1/r (bINT.♦)�1/2' 4' 6 1/2' /2' (TOP) 14"4 t/2' 4 1/2' 7' T3. (60gT0Y)10 l/r 1 1/r 12" 12,lY tY 13' 13" (BOTTOM) MAX. ASO. DESIGN PRESSURE MAXaol1M ANCHORS SPACING FOR E.D. - AS 94 MM ON SHEETS 6 3 7 APPLICABLE 10 COME! O a A1N'O OF 1lEJN 1NM7WIM PANE7. 1- LDK' TAPCDN LAG SCREW PANELMATE FEMALE D PA EIINTE PLUS is, Ir 13• Ir 13' 111 tiDP) 13, Ir tr Ir a' TW Cem►a4 4 1/2' a I!r a 1/2- 6 1/2• s To +75, -75 - - 6 1/4• 12 1/2 a 1/4` 2w (ROLL') 51-W IEESSS r 7 1/2• 8• 8' - (TOP) /r it 13' 13" Ir 411 (l0F) 13' tr 13, 13, 13' • ( FM* Ir 13' it 13- IV lW (COP) l3- 13' tr 13' a 1/4" IW (SMON) 6'1/2' 20 (TOP) >5ro r-5• - - 6 1/4- 12 1/2' 6 I/4' (OW-1) 4 1/r 5- 7 1/2' 7 1/2' (COP) S' S 7/2" 8' 6' - 3W (BOTTOM) Ir 12• Ir IY 5 1/2- (1t1P) it 13' sr 1r le (tHOrtaHN) ' SEE TABLE j1 FOR MAX. A.S.D. DESIGN LOADS A MAX. PANEL LENGTHS WHEN SPACER 6• SEE TABLE 11 FOR MAX. A.S.D. DESIGN WADS A MA)k PANEL LE?I(.RHS WHEN SPACER IS USED. CORRESPONDING ONLY TO AL70 MTE 2W' ON SHEET 6 USED. CORRESPONDING ONLY TO ALTERNATE 2W CN SHEET 6 u TABIfi $lit s A.S.D. DESIGN LOAD MAI PANEL LENGTH 40 PSF OR LESS > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-110- A VAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PAMR. MATE AWLE ID OR PANEL MATE PLUS ANCHORS W/ SPACER AT 12 1/2- O.C. • •• / •\ c +: •, car � •. , r: : r1/1,11 © o a ♦., `� six 31RLIS Is a I FOR Amc.CRs RIPE t s► omo Ra MNsuiLARM slro W00o NINE awilm UBMW ANCHOR SPAOM n AND NDO" III aSfANCE ARE NOrA= ON THIS SOMMUL FOR ED. LOS TWIN MOMAlEO di SCAEW,E R�VVCE ANCHOR •PACMc BY WL1PL21N0 1MAC1110 !HIRE ON 3CHMMU 8Y TIE FLIU YAM F3clORi Pat THIS CPE11A11ON TO OE NEVLM 3FMCt10 OWAMM USING FX M SFNLL NOT BE LOS THAN hOftMM 9MM M OCAIM FOR EACH ANa10R TYPE ON Im 924DULE MRCS TOE 1/4!. 1/41 MEBr MAIM VACM e a 3 3 4M�rlMp• L>v01•Ia H•13 1 3 M•n•a1MuR mmm. ANk 0.) 1 3 1/2 lMIIML IIiM� O •HONOR - x t/r a•I - s a��II�N�llli !' Imo._ a1 JJ_L JJ_LLJJILLJJ_L J1LLJ L111LLJJ_LLJJ1 1JJ_L1JJ e e e a e o s • r Max SEE NOTE 4 r Ym. TOTE 3 ANCHORS 31 -----.--(SEE sEcnON EZ1 a AL'ENOOK EZiW ON SHEET Is) - EZt/18. EZi W/18 IXPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL Q SYSTEM (t) ,P 17.1-t \ ]t�1RRT� 'L" MLAX. PANEL LENGTH (SEE FI.Ewilim ON SHEET 12) BtRLDIND CODE CODE (Non Mah VI HuTTttwns * LAST PANEL) TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PRWDED W/ REAR HANDLE TO FACII INSTALLATION E INTENDED TO DE INSTALLED FROM ASIDE OF STR11CTuRE. 1T� w- OEFINITtON ,]F E-Z HANG STORM PANEL SYSTEM OONSISTINO PO nt. TRACKS TOP 3 BOTTOM. (2). END PANELS SHALL ALWAYS BE COMM TO BOTTOM TRACK OTHERWISE A STOP BAR®SH,L BE PRWDED AT TOP OF SUCH PANELS. (3). IF END PANELS AiE CONNECTED TO BOTTOM TRAM CONNECTim NUT ORI l/4�'elt3%4' III THUMBSCREW INTO r/� /BOTTOM 32' WING TRACK. L OCAT)ON OF FASTENERS MAY BE AT M ER OF TWO EMERtOR FLAT FLANGES OF END PANEL (4). rBOTTOM � ry.TtAT PBS Y USED AT TOP) ANOT CONNECTED TOLEAST TWO PANELS 51HALL BE 7XMIN6CTfi0 TO BOTTOM TW L`K USCG SPECS INDICATED ON NOTE (3) ABOVE_ N SUCH CASE• CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL. LOCATION. t INSTALLATIONS ONLY WILD FOR WIND SPEED UP TO 14D m.p.h. (SEE SECTIONS s: A ARNATNE5 ON SHEETS 13.14. 15 &16 3' MAXR-1A/13. R-2AJ13, R-3A/14, R-iB/13. R-YB/13. R-3f8/1i, r. '• R-tAW/i.% R-2AW/15. R-3AW/18. R-1(RM/1% R-29N/iS, R-3BMl/16. O O O O O T -�'�-• } ; 3 2 - i 1 4 f-2CAt1' SS B0.TS i - T•' i FOR PANEL LENIGiN i Jj PANEL LENGTHI am r- n RErdKAR ANFL III -._.._..L._. Ali .......-.- -- ov t7MF7ttAP ►aD4a-L81CM BOLT)_-.-.- 7-t' 0 4641A PA? EL -64A P." wo "so MD PANEL IBM DOLT) A 0 l k A USE r-e ML panUum ' S.S. BOLTS W �. AT ALL l ! VIN f _ ___ $f IIQTCIi€S AT SITW 0' 9 D.�r..o. iv PANEL BOTTOM COWERS O Or© 1 W,N9 NUT AT NUT AT NOW PANEL NSULlAT10FIS ONLY VALID FOR tA10 3• MAX. t• YW LET PANEL R-1A/13. R-2A/13. R-3A/14. R-i111/13. R-28/13. R-38/14, 1 t' Mwi. SPEED UP M 140 m.p.h. R-tAIII R-2AW/15, R-3AW/16. R-iBW/13. R-2811 R-30114I . (SEE N7C1 m 4 ALivap"£S ON WAM 11 1C 15 *10) 1/4- MAX. OAP LIFE SAFETY STORM PANEL_QD ELEVATION (t) SOME 1/4'-1' I 2-887' RFIGM/IR STW6i PAtLEI. (Wk O,WBIP -1 MOLE Wl1EYj SHOMI PALL --- ---_ -=_-= --� , 1/4- ------------ -- uaueos-»=-_-__a.ao====0-_- ------ ____=_=__-`-ce_ --- ' MAX ; LIFE SAFETY PANEL /jH"h FIORR)A BUILDING CODE 11 VWI HNN•Aoone Zone CYTERJOR iCii!]L3CLL F ' •sml slLsa MC 24 CAGE WLYAMM STEEL STORM PANEL ru OrAm f - !L E C O LLEE. CLOWL �C'+ PMWRWOS, U' o • SECTION A -A SCALE 1 4•w4' ! 3/ s rM�FW. a01NR1MY,�, O _ sit a•► s► At !•rw sM�t A ,L�, $ Rw• . P•F or -Is . 1r1: P.M wr-wr wNaC L@BMM6-ma, FAte ( WOU-SM 15-022 . •. • L P r-i NA.••eae- ••t al s� .. . �.� iM1MWN •.. p wt1B1A "WIN '° a'^ _ _ 13Nif is ar l• ANCHOR t >Y O.C. 5TAOCEREO W/ Sm s••4.1•OOD \ •► 1�acelm I 11 1 lj% .illy _'• gill ?0,00 w0lom IILIIT>N /L'A`Tllll/LIIIOdG L• PANEL LENGTH OM ELEVATION N SEVER 12) U 2x4' WO FLAX TIPCON REAIRRED RED W/ aw WOO �A♦ WALL NOUNTIM SCALE 3/6-t' 1. INSTALLATION ARE ONLY VAUD FOR A.S.D. DESIGN PRESSURE RATINGS (p s.f) AND PANEL LD407M AS PER ELEII IpN ON SHEET IL 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN POE No Z W/ SPECIFIC DENSITY OF 0.55 OR EQUAL 1/4-0 TAPCDN ANCHOR O Cr SEPIRA1Hp To CASs. 1/4-4 TA -CON y ANCHOR . ,r O.C. WALL MOUNITIMI SECTIPM EZ1 SCALE 3/8-1• a. i POURED E OR E BLOCK ALUMINUM POP MAX. PANEL LENGTH lit _eon• � ., HIR FA NPAM 6W1» t' (SEE 1 1 ON 9 34 Alt 149. •067M ♦ I2 1 aG TAPCDN 2`t4' R t r O.C. PLATE REOUM TIN I ION 12) FWD l - • WC N �� ME SPA WALL WIMMM SCALE 3.1"l- FL.ORIDA BUILDING CODE Non Ve Hureteans Zone E 1f 441 t % D ..... ��4'' .ssro nacq rl LIE C O ERa. 24 GAGE GALVANIZED STEEL SlDi41 PANEL fAl W M•t an GLOB& PI ITICTI N FWXWM LM 4Mm nik &AL M STRW Mwtc (M6M)Mt�i�7 0. 4(i.)Mt►•t79F .a/am` '�41 �RMM �t�a w..2:"M`oMn Mir rpMl sn-A Ai(Oa0t7t.•• ►.E 15-022 MR61•t r �,. �r . rs at ale ar♦v a - >•QI Is S N WALL MOUNTING ALTERNATIVE M W SCALE 3/8-1' 7H o ) nQ W c- CO O }. 2 Q O Q .� V � ^^'' O � W o C O LL .� -O O O E L 1` cu F- cn Q cn�i � N cu > O IL U AO l✓ J ca w 2 Q Z Z Q .__I SHEET NO. SH 1,5 ALL AMERICAN SHUTTERS AND GLASS 22ga & 249a GALVANIZED STEEL STORM PANELS (NON-HVHZ) WIDTH (PERP. TO UN1]M'TED PANEL SFAM TOP MOUNT (COW TyP TYPE AS REQ'O)SECTIONS DPTIONA H WA STITCH DOLTS WITH WSMERED WIMGMJTS FASTENED • OVERLAPS 0 MIDSFAN (USE .+ APPROPRIATE SPAN TA" JM.T.S. ELEVATION TOP NOWTYPE ( AS � LHnn[ (SPAN ABOVE POTTDM �OBSTRUCI[ON j a�[! (LOCATION MAY VARY) TOP F�NiT' AEQT1 BOTTOM MOUNT (CONN 111HBx (SPAN ■LAW TYPE AS REQ'D) OBSTRUCTION) PANELS NAY NOTCH®ES RE)lill®. OPTIONAL Yi -20 STITCH BOLTS WITH WA9RRED PROVIDED THAT CONNECTIONS AND ANCHORS ARE USED WHICH SATISFY YIHNfiNIJIS FASTENED O SPANS ABOVE a BELOW OBSTRUCTION. OVERLAPS O MSDSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION z NOTCHED PANELS N.T.S. _ REIJATON ALLOWABLE PANEL ALLOWABLE PANEL SPAN SCHEDULE: SPAN SCHEDULE: 24 GAUGE PANELS 22 GAUGE PANELS SPAN 5GHEDULE NOTES: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD L PANEL FASTENER SPACING TO DETERMINE MA)QMM ALLOWABLE STORM PANEL SPAN. SCHEDULE 5 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. "PANEL FASTENERS" ARE STUDS USED IN UDMDUNCTION WITH ALL MOUNTING EXTRUSIONS ('P-TRACX, STUDDED ANGLE. HSTC.), usE 42s D.C. PANEL FASTENER SPAYNG TABLE VAUESF DR ALL -H-- AND "U-41EADEIS (INCLUOM BUILD OUT CONDTTOW. 3. LINEAR INTERPOLATION BETWEEN LOADS Is ACCEPTABLE. OTHERWISE USE NW HIGHER LOAD. ANCHOR SPACING SCHEDULE: 22 GAIM PANELS; PANEL F14STEER9 O 6.25. O.C. GLASS SEPARATION SCHEDULE: u GAUGE PANELS MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESIGN SCHEDULES DESIGN NOTES: POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SMALL BE DETERMDED PER SEPARATE ENGINEERING IN ACCORDANCE wnm THE EEER*IS AS P Mir 11000 WITH ASC*E _110 AND CHAPTER IM OF THE FLORIDA BUILDING CODE FIFTH EDrnDN (2014}} SHALL BE LE56 THAN OR EQ1y�L TO THE POSITIVE OR NEGNITPAE DESIA4 FBGS�fRE GMAC[fY VANES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN, GENERAL NOTES: MINIMUM STORM PANEL SEPARATION FROM GLASS (WIND ZONE 4 B ESSENTIAL FACILITIES) POSITIVE DESIGN PRESSURE (� PANE. SPAN INs7A.uTIa15 THAN DE ANIOVE GRADE ABOVE INSTALtATONS GREATER THAN 3F ABOVE GRADE +30 61-0" 7.45 " 1.17 ` 8' 6" 7.85 " 1.57 " _ 101-M 7.85 " 2.29 " 1214E 7.85 " 3.66 " +40 6'-4r 7.85 " 1.22 " 8'-6" 7.85 " 1.901 IC-S' TEES " 3.43 " +50 61-w 7.65 " 1.28 a,-&* 7.85 " 2.12 " 9W 7.85E 2. 33" +� W-0 7.0 " 1.33 • 8'-6" 7.85' 2.35" +70 6' W. 7.8S " 1.39 " T-1w 7 213 " +Bo T-v 7.11- 1w5 7 1.99 " +901.50 " G-11" 7.85 " 1.89 " +300 7.85 " 1.56 . 1-1 7.05" IAA" GLASS SEPARATION SCHEDULE: 22 GAUGE PANELS MINIMUM STORM PANEL SEPARATION FROM GLASS (WOW ZONE 4 L ESSENTIAL F•ACNTIES) POSITIVE DESIGN PR<lRE (PSF) MAX MUM PANEL SPAN INSTALLATIONS LESS THAN 30' ABOVE GRADE OtTIALLATIONS GREATER THAN 37 ABOVE GRADE +30 6'-O` SAS" 1.13 " 8'b" IS 1.84 ^ 17.8E 585E 3.16' +40 V4- Sm " 1.17' W-5' LOS • 1.59" IO`-r 5.85" 2.1-2' 12'-W Les" 3.90 " +Sp 6-01 5.85" 1 1.22' W-6" LOS " 1.74 " i0-T 5.85E 2.40" 17-1" 5.85 " 3.99 " +60 W-W LDS- 1.26' 8'-W _ 5.65 " 1.89 - IOF-o" Les " I" I 5.85E 3.54E +70 6'-0' 5.65 " 1.31 ` mom" Las " 2.o3 - 19-r 5.95 " 3.17' +Bo SAS" 1.35 ^ r-e 5.85E LIS' V-r 5.85" 2.89' +90 &Ar LBS" 1.39E W-W 5.85. Y4' ` 5.85+103 2Ei6 r-r 5.85' 2.53 E GLASS SEPARATION NOTES: L ENTER SPAN SCHEDULE WITH POSITIVE Or" LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. I4TERvouTRXM BETWEEN LOADS LS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LDS. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACLMES IN ASTIR WILD ZONES 1 THROUGH 3, THE LASS SMMTDN SCHEDULE IS NWT REQUilm AND NO MINIMUM SEPARATION FROM THE PROTECTS OPENING IS REQUIRED. 3/4' ®SE DISTANCE ANCHOR srANWTV" WMUPMW-r IRANUPTOIrr Pj C3 a q 04 MoLmn C1 C2 C3 C4 CONK rm C1 C2 C3 C4Lw PmuRempjgw TYPE (NSF) x r DMm 33 12.E ILr 26.0E iar 12.5` 140E mr 75" u.r 1LY 1Lr Cr LAO SLEW 41 ub• 34.0' 1L0' 8b' ILS" 16.0E 14.r 41• u.S Ww I.6• 4X q 48 mr 14T 140" 73- ILr 14w' mw &r 12.s- 14T Cr 3.6• 52 1LS' ILr 1Lr L9' 12.5'0' 1L 11.1E 4.8E 12.r ILr' 7.r Lr iLS. IEEE ILr &1' ILr ILO' Lr 3b" mr I&C 6.r 70 414x1•u1.134Bm 33 12.s I&W 1Lo• Ear 12.r 1Lw llw" 7E7' MY" 16.01 7.8' 4:r WOOD sc D 41 1LF ILr 1&r ILL" t2.F 16.0E 9.r Sb" i2.r mcr 6.r 9.9E MRy...e��.eT.T,..T,..TeTm�HT.�.T�� 48 12 SLr ILr 7A' ILr 7.r 4b" Ur 14.r 3.4E &Y 12. 8.0 low" L4- 12.5E I&W 7.2 4..{ ti 13.6E 4.9E 3. V+•"»•••'•"•..•v> S2 70 12..E P 7.r Cr 1L5' 14.r S.4" 3.3E CZr I 10.1E 3X 12.E MW M.r ILS i6A• 10.6E 12.8E ILO" 7.4E 1N"x 1414- ENDED 33 U,GW%W 41 12.r ILO" IL6' u3" mr Zr 125' I w Lr y 48 T aIL-mamm 52 12.5" ILr io.r ELF ILr 7w^ 12.5' 14Er L1" 12.E i6.r 9.9E 1LF 15.0E G. 12.E 12.9E 4.r 70 12.E 16.7 TINE 12.5E 34.0E 5.1E Gar 9.6E 35• u.F Tao" Lr nr I2 S IS.r &6 s.l• 6 2!" 10,E Lr 3 S" Ins x IDES eeMBm 33 41 u.r Lao• Ls` &9• ILs u.F s s• "4.t• sas` e r s 1- 48 12.5 1Sw' Sb' &0' 6,25E M.T 3.9' 3.S L25' 75• q,yH� 52 u.F 14.r S.r 4.r L23' 99` 3.r 3.r 42F 4r L2S 10.6' 3b" 3.5E L25' 7.r SA" 1�� M ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED MERIM, BUT ONLY PROVIDES MASOM H NlDWABE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 2, ENTER ANCHOR SOMUIE BASED ON PANEL FASTENER SPACMGy THE DOSTM STRUCTURE MAjMAL, a ANCHOR TYPE. SELECT DESIGN LONE GREAIPATHAN G EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TD sF urm SPAN.SEBCT CDMMCnON TYPE BASED ON APPROPRIATE MOORING COMMON cm MOtMLNG DETAILS ON SHEET 2 FOR MEYTIFICATIO N OF CONNECTION TYPE). 3. 'PANEL PAASIVA&W ARE SIDS USED IN CONIUNCTION WITH ALL MOUNTING EXTRUSIONS (•F-TRACK, muDDE7 A40, ETC.). USE &25. O.C. PANEL FASTENER si-Ac G CABLE VALUES FOR ALL "W- AND `U"- HEADERS OM310M BULDOUT CONDITIONS). 4. ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH MANUFACTNRERV RECOMMEDAATON L S. HOLLOW BLOC( HOST STRUCTURE SHALL COMPOWM TO AM CSO BLOcx 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE 7. MINIMUM EMBEDMENT DMENT AND EDW DISTANCE EKC UDES STUCCO, FOAM(, BRm AND OT@t WALL FINISHES. WAIL MOWS SHNL BE LIMITED TO IM MAX OR SHALL BE VERIFY BY OTHERS TO ADEQUATELY TRANSFER LOADS TO MOST STMUCTRE. 6. CONCRETE ANCHORS NOTED HEREN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY 9. WHERE COSTING STRUCTURE IS WOOD FRAMING, DOSTDIG CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WORD FRAMING MINIMi5, NOT PLYWOOD. FASTENING M PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF MIDMWIAL r X 4' (MENJ W000 W (�' EDGE DISTANCE is ACCEPTABLE MR WOW FRAMING). WOUD STUD SHALL BE'SOUTNEW PINE' G-0.55 OR GREATER DNIS[1'Y. LAG SCREW SMALL HAVE PHRLIPS PAN HEAD O0. HEX HEAD. u. REMMAKE A CHOPS ARE: ELCO PANELMATE, ALL -POINTS SOLICHAT L BRASS BUSHWG, 12. MACHINE SCREWS SMALL HAVE Ijr MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE ETHER A PAN HEAD, TRUSS ROAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O. III WONO M EMBEDMENT AND EDGE DISTANCE EXCULDES STUCCO OR O HEt WALL FINISHES. 14. tM DESIGNATES ANCHOR CONDITIONS WHICH ARE MOT ACCEPTABLE USES. 15. >IC DIRECT' MOUNTING CONDITIONS. 1L LINEAR INFETI K ATION IS NOT PERM ITTEO FOR USE WITH THE ANCHOR SCHEDULES LISTED ON TWS SHEET. N (Af! j Lu 15-2394 •I 4' f•2.25w 0.094' 2.990E 2.2s0•-j i us-LO snaixZ I{p[y` 0.0(M" f2S 0.094 } 3 fi qO" 0.125' b k 18 GA S, $ �y, i k 50.094' �•1NY .096•Tm -i ni TYP a-i'ti )j .3 0. &Li 930• 1.930--• ,062. ro:lu' 2.oar f�-•I 2.000- �- -I 2.000• M # I 1.3 �01�• H[liotR , &RD-OUT "W F 44-�'-- c1,hP� C10=AR .121E 1.f80' W g Lr low till j 1.s1 s6o•�- -�Ls6a sl LI3 ools>9•� a� 019��r oL1a6.41 o ao o.osa Loon 12.50wPANEL CDVERAGE Grp, fir^ xq.tt D-ur :lso• < LNG 14.875 PANEL LE IR �1 '�1 ' 1 Nam r�O.090 � 0.090• u� a� 2�s z> ° im R01135' M. TYP. TRAM//,, 0.091YmA(x�S� �� 0.95r 1 - H 0.376• 0. L Q I. W-n WMt�O1SHHHLHHtR• ,waA6a, it•H1cm. To, o6ECTaM FI-3.000' MY SE u9RLMlV.sTmafsr �0.uS" �` � MA7Epl1'tl•Y.[x• M- 4HN3T4AUM.>w� � � - 7AAQc {Exit�Di) owgum W" arm" OVERLOWLAP DISTANCE C 4- A CORM CLOSM OETAL �. �•25' MAX. d O.IBB'J �..-i,J..�/..�,��HLoAHXTewa'»a``+N %�-•2S MAX g MAX. WOODLu rEwaa T. 1 IIOYDN •OGC OR BRJiRD-aJT,! 0\110aaAWai.dK AafJt)Ea1nQ Lu woao HH4AHNHw sows eAs� oN srPl a c_wAueaiRTaEOETAn DISTANCE N.73. C�1o9A;Lm "AS am 1.000E p4TxLIS4i4AAHI10Yp arsuooW HaIR,. Hea9taat K%Srmr owo.a MOM" "AM NKIWAOR EMBED >ITA CLOgm IQWL M72PAi• tr 04 TER amm Was ` P„1 ' 1.00w al dt q®0111012 MMWET4 f21N1TlAwl019YKi(!llAMDlpI '02 W! waoC Na4Rx6. 3.820",� q wWHNIW MNIWuii Mt NIAX �.25'MiAX. E N,T3laD-0Uf MOUNT HyOSIxE OETM ihBNR [�� o.crn. - PAITM�tsu•oc.roRarxxt eaDl HJEf6 THwH aaaODUTo n &mWvL cAr- m ' 1 rira+xroc.rac6ess� - .I Nai}T4Al� tin mm:pm Sciem" MAW COAWt C;OSURl DETAIL ACCiT mx NMIDw1l0O; al NOOo " B D HaAN"a faN ALHC1i0R E-/F SONOtBI Rom am Tvve D TM►NR"N4T CLOSM MAC or SnexTuN. MINIMUM ALLOWABLE SPAN SCHEDULE Mp MOUNT ' ��E,iF:�iF�.SiEi�.,IE�E•`7a R:a`��7[::iE=': , �AI'�I,i�L17L1�E^i�F.'ji F•��-aF��F�fi�*J E?Gi":Tc.1�� E•iiFri�E�i�YiFiFlii[IIiE�iE�E�3� I. SPANS SA"OHrREAIE"a s" 11IRSARE SLAWS ONES' A9m ON MyO)IOIAM WM m=W7 MIaNlWNS ATTW OR aDTi'WI. MN8 U9157N5ITS "w1OSl IIOIBD>M T1IME MOVE Al1E NOT ACCIPA LL 2. no SmommH mm Gums i5 RlQIMIO SEEN PANEL Loam a Amount Tim THAT MOM MR RIpKTNE MOtR = oommu m ANDS& t. SM OAIINEB REC W= PM ALL SLGLON1T MMM M TAM AWA WNW SIM OMMIS ARE NOT USED WIT" MILD WT MOUNTING CDNOIf1Ob, REQWMD SEPAMATIOM FROM GLOW SIWL K P6t DETM, r 4. TABLE AMRIES TO allTH Alga (KITH OR WITIMM STITCH 00U5) AND 3W INVOI& a WIT"M PAWL L PA. PMULB•Ilsoa625ac PEAHEN MAr SPIN Sr MUI841N1 L151OG ORE (1) W THE OPTWIIAI TOP OR RDnOM tiD6LWG4 PM OPEN= (PLR DETAIL T). USMAW HIOMTRBCONDITION SHOWN W 11Hl8E ONWANKR. n9--NAL INTERIOR FASTENING DETAIL N.T.S. ANCHOR SPACING SCHEDULE: 22 GAUGE PANELS; PANEL FASTENERS O UX O.C. 2.r BEAM DISTANCE ANCHOR SLAW VTO SPAN UP To SPAN UPro Ir-S' Yam tYIAE C1 C2 C3 GY G�TYM C1 C2 0 Cw CONN CI C2 C3 C4 TYPE (PW) x1-Y4't9aED 33 ppd1p q 1Lr 2.r1A•f3b9ar41 I&0• u.F 32S 16.r 36.w 9.r 7.r Lr 12.r sS- 1 .r 1&0" IS.r a6" S.r sr 3.9E 48 12.E 1&0' 9.S" . Cr 1LF I&W Lr 4.7" 12.E 14.2E 5_3" Ar 4=S 52 ILr 1Cw &r' = Lr ILr 16.r &1• 4.r 12.r ILLS" 4.9E 3.5' 12.5* 1L0" 6.5' 4.r 425" ILS 4.5" &r L2r ILr 4.r 3.1E 70 x!- tr4Bm 33 u,S 16.I mr 2L0' 12EP' 16.r 14.1E 12.0' u.r ILO" 9.r Al! PstnLLMwtaw) 41 49 Mr 1Lw 16A" 13.9E I2S" M.0" liw" 9.r ILs I&W eX 6.91 j r 1L8" 14.k' 11.r u.5' 1 . 9.r or 12.r Ear 7.F L4" S2 123E 1Cr Mr If.r 32.r ILr 9.0E 7.6E 12.5E I&W 7.r 6.1E 70 ILr 36.0E 9.6E Lr 125E ILr Lr &r 123E ALOE L4• IL4, /8• 39 12.5' 16.0E 16.0" 16.0E 12.r I.&W 14.9E 1&4" u.r lair 30.1` 9.r _ AIL-POLNIS om 3m 49 Casio 41 40 123E 16A' ILO` I&V iLr 1Cw 1Lr 10.8E 12.7 ICW &r 7.r U7 i6.W 14.7' 13.3E 12.5' JCW 1Or 9.r mr Ikw 7.r ix p. 52 u.F M.O. 13.6E 22.3E 11F 16.0E 9w" 4. 1j.5" ALOE 7.W a9" 70 ELF 1160 10.11 9.1E 1 12.E Mir 7.91 1 &r 12.7 2LW Lr 6.1• x re 33 (Mp pyp PSICNCI 41 48 S2 12.5. lt.r 12.5 11 16.0 1L0. 16.0` AIDE 16.0E i&v IEEE 1L9" 4'1" ILr 12,5 13.5 16.0E 140E iL0" M.0" 14.E 1L5' 14.6E 11.4E 1LS 126E 9.r 12.E 16.0E IEEE IEEE 12.6E lax" 9.r Cr Cr 7.6E 7.r I2.F ILO" ILr ar 12X ILO" S.6" ILr' 12.E 16.0` ar L4" 70 DIOT - r.I-IW DOW 33 &IV IO.r 6.35E 7.1E yyf &DO ULT010100A1 41 a2s-I 48 6.2r 7.1 F�� 6.2r Cr Y >o IM• x f-1;4• MM 33 12.E 140E 4r ar` 42F ILr 6,2E 8.0E 6aCDULTRALV9 41 12-3p, 13.r �M L1F 95" 62r L8" O 48 L2411.71 L2F 8.1E it .,w 6.3E a i, qa�mmo0O 52 L2S" 10.6" 8.2E 7.3`1 ao" TO L2F 9.0E 2j IWx I-AwDow 33 1&0, ?.W7.r12S' f3A" 4.9E 1 5.0' 6.25E 9.2E "W 68. TAHCON 41 1", 15.b" Sr:5.8' L2F 1aB" 3.9E 4.0" L2r 7.r 48 al; Rs" 4b" SA' 6.2E 9X &r !.S' 6.2E T.2' S q�,� H---mummm� 52 L2r 1Lr 4JV 1 4.C' 6.2E Cr 3.1' 3.2" EIS' &V Car 9.1E 3.3E 3.v 0.25E 6.3E M6.1" 70 Ip•x7AB'DOW 33 LES' mr mr ILr. ILr i6.r 9r 77 ILr 16.E 4r L4" ALL400n DOUDo-Wr 41 mr Ear Ear 9.1E ILr ILr 7.4' 6.3" 12S 14.6E Lr 4.5E 48 14.r Ia0" 9.1' 7.r ILS" Iaw Cr Sw" ILr 13.E >IC 52 12.r ILr LI' 7.r 1LS" f60 5.6E S.r 12E 1&P 4.r 4.0E 70 12.r ALIT' 6X "' 6.2r ILr 4.r 3.r 6.2r i L3.5" 4.r 3.r twx 1-%W nmm 33 123E 340E 6A' Lr 6.25' il.r 4.r 4.3E 0.2r 7.r ILr r 3 4.r 4.r 6.2r 9.r &4" S.]" L2s" Cr BIMAR am PMI41 48 �C 52 6.2E L2F LF 10.6E a.r 4.1E 6.2r 3.1r 3b" 6.25 7.9E 7.r 6.2. i� 5.9' 70 42r 7.9E sw• s.r FR01H NNiBOM W-w X r CC S ORNW.K BOLT OR NAOLOE SCRIM lift W DU. HOLE W/ PM an a wAMEOm w6I9Rur ON 96101 MHO[ lW-20 X r K-ADOW MAW a0T10N NOWT (FOP)TTrtAs Rehm PAN 1 m OPTIONAL EGRESS PANEL DETAIL. INTERIOR FASTENING Ic f 2Ia- mar er4lrAreE p ANCHOR SPAN UP To W-W 6PARMIRI r Sm UP To 12r COHNTYPIICOOKffij CI C2 0 Cw C2 C2 C3 CA COW TYPE C1 C2 C3 C4 MtlBailRE TmE (Psr) I/t• x r mom 33 125• ILo" I lMa• I Io.r 12.5" Ia0" I&V 75" 12.S' -ALOE' u.w S.r LAG SLEW 41 12-S' ICr ICU*W1LS la0" 14.3• LI" t2.F ICW 10.1E 4.4" ILF SW 160 70 IZ.V 16.0E 1L0" S.r 12.5E 1L0" "' 4.0" 48 53 iLS 16.0 16.0E 6.9' 12.5' ALOE 11.1' 4.r 42.5' ILr 9.0E 3.9" 74 12.3E MEr 1L9• L 3" 12.5E 6 r L r & ' 6 u3- ALOE 7.9E LINE P14 x - b*W 11/r 93 u5' ILO" 16.D' 10.1E 12.E 16.0` li.a^ 7.0E 125• fsEr 7.8E 4.r WOOD SCREW 41 125• LL7' 13.Y Ll• 12.5 ILO" OX Sb" 12.51 16.01 Lr 1.0E 48 iLS 10.0E ll.r 7.0 1LS' 16.0E 7.8E 4b" 12.r M.0" 6.1E 3.r 52 70 12-r 12.5' IEEE ALOE 10.r 7.8E L4" 12.r 4.8E 12.E 1L0" 14.8E 1.r Lw 4.4• 12.r 3.3E 12.E 16.0E 14.r Sr 3.6E Sr 9.2E 3 1k' x 1-4W &M 33 12. 160E 12. ALOE 10.E" I2.F ILO, 7w' TN GRIP ERAS• 41 12-7 16.0E 1Lr 12.5` 16.C" Cr u.S I 16.0E Lr y 48 T v� 52 12.r 12.5 ILO• 1Lo^ Ear 9.F 12.E 12.E ICW 14r 7.4. 49" 12X 12.F mr 15.3E Sr 5.5E 70 12.F 1L0• 7.1• 12.E 14.0' 5.1" 12.r 135E 4.9E J�x & 33 ILr I&V 8.1E 73' 12.r 155E Ls 5.1E 42r 20.6E 3.9E 33" POINTS INUISS WOOD BUSHING 41 u.5" 1L0" 6.6E S,r 12.r 3Lr 4.r 4.1E L2r 9.0E 33" 48 125E 15.4- S.4" SA" L2r 10.r 3.9E 3.S' L2r &r 3.r 52 12S" 14.E S.2- 4.r a2F 9.9' L6" 3X a2S a0' 70 6.2r'10.6" 3.8E 3.F 6.2E 7.3E 6.2r 7.0E ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES M ALL PRODUCTS CERTIFIED HEREIN, SLIT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PEES INDICATED IN SPAN SCHEDULE SHALL APPLY. 2 ENTER ANCHOR SCHE9LLE BASED ON PANEL FASTENER SPACING, THE DOsnm STRUCTURE MATERIAL, B ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT CONNECTION TYPE BASED ON APMOPRITE MOUNTING CONDITION IT20N (SMOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3 PANEL FASTENERS" 111E STUDS USED IN CONIUNCTION WITH ALL MOUNTING EXTRUSIONS M-TRAO(. STUDDED ANGLE, ETC.). USE 6.25 O.C. PANEL FASTENER SPACING TAKE VALES POR ALL -H•- AND "-HEADERS (INCLUDING BUILDOUT CONDITIONS). 4. ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMME1DATIONS. S. HOLLOW BCC( HOST STRUCTURE SHALL CONFORM TO ASTM C90 B ICX. a MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXC HOES STUCCO, FOAM, BRICI . AND OTHER WALL FINHSHES. WALL FINISHES SHALL BE LIMITED TO IM- MAX OR SMALL BE VEILMED BY OTHERS 70 ADEQUATELY TRANSFER LOADS TO FROST STRUCTURE. & CONCRETE ANCHORS NOTED HEREIN SWILL BE EMBEDDED TO UN_CRACED CONCRETE ONLY. 9. WHERE E)CISRNG STIRICTRNIE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD MAKING MENDERS, NOT PLYWOOD, WTEIING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PISS. 10. WHERE ANCHORS FASTEN TO NARROW FACIE OF STUD FRAMING, FASTEEIt SHALL BE LOCATED IN CENTER OF NOMINAL 2- X 4• (MDR.) WOOD STUD ()(H" EDGE DISTANCE IS ACCEPTABLE FOR ROOD FRAMING). WOOD STUD SHALL B: -SOUTHERN PINE' G-0.55 OR GREATER DENSITY, LAG SCREW SMALL HAVE PHILLIPS PAN HEAD G FOX HERD. 11. REMOVABLE ANCHORS ARE: ELCO PALQMATE, ALL -POINTS SCUI>-SET B BRASS BUSHING. 1L MACHINE SCREWS SHALL HAVE 1/r MAMBA ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAW HEAD. TRUSS HEAD. OR WAFER HEAD (WWWAUX BOLT) U.N.O, 11 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDE5 STUCCO OR OTHM WALL FINISHES, 14. PINK DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 1S. * DIRECT MOu nmG CONDITIONS. 16. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. Z a z Lu 15-Z394 -' 15-2394_� 0 0 enr1 L To LrNseA6HaT °�10r MwAHauNaT Sr OFFMM MON 011111111 STO MWAOETAaSCN THIS NIMT AH4LY HRANa as DOOR Tf-am NIL a1A766EMRF PER somm E 3 •a1MaHum 01, N"am "1RL-Nmr. in om AME t T7l WSTKXTM 0 WALL HOART SECTION f!O{9N11O7aKM / TT40oSCI ANOOAiKtlO. IAMU po 6R TMR or NItUCftR LRAa1H6� y� •Pat wimmu - /�',1 HTIlBKdPOOR MOufESCT10R __ sRAORa ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENERS O 12X CLC. DI4I NC! ANCHOR TYPE Ilion !PAIL UP TO r-4r UPTor•6' CORN TYPE c1 C2 Q 04 cola TYPE a C2 0 00 � C1 C2 0 OI wi x 33 (LAN 2W IN O1RQ 41 48 52 70 12 I&VMr 9. .5' 1 I&W1"' Cr 12.5E 116.wl 9.1E Ll` 12.5' 16.0E I1 EH' L(r 1z.5' 3 L Sr u, F M .0" 8. ' 1 S 12.5E IL 10.1E a6' 1LS 1 LO' af" SA' 23. la r al &4" 12.v, 16.0E 9.r 6, 125" law a1" Sw" 12.5 16.M ai• 5A" C45" 16.0E Lr SA' 13.r ICV ai" SA- 12S` IEEE LI- S.4• &W x f-aw Dow 33 I3:LD ULTRAC CIN 41 4B q-�.....� 52 ITf-/8�• 70 12.5E ILr ICW 16.0E 12.r 2&r 154" U.0" 12.5' 16.0. 13w• 10.r 125E 16A• lab" U.9• -u.r I r L 12.1 9 .b 7 2.s la. r w 9.r ELF 3 14. SLr S' 1 TALI 9.S U-W ILO" L9' 9.r 12.5' 4-ILr ILO' 13.r 11.0E f2.5' Aar iL9" AS" 12.r 16.E SL9" 0.5' 12.5E Ia0" a5' SAS' 16.r 11.C` 9.5E II.S- 16.0' 11.9' 9.5' A-P01N15 LET 33 PNI7NM PRT H�Itf3 41 48 sz 70 12-7 160- 16.0E 1L0. 12.5' ILO" ILr 13.4E 12.r 16.r 14.0E 1L9" 123' 16.r 14.0E ILw ILr 16.E ILr 10.r 123E 16A" =r 10.7- i&K SLr' IS.6" my* 125E law• 12.5E 10.6• 12.E M.r US" lab" 12F 16.0' 144" 12r 1LF 1&r MT Sas us licrlur mr 12.E 1cr 12.r IO.s 12.E TEST' 125E IOA- 12.E 16.0E 12r M.6' 1 � 33 (HRH aM PIN CNNn 41 b ME 52 70 12.5E 16.0. 140E 16.0 115E 140. 1&V 14.r 12.5 M.0. 16.0E ILs 3Lr 16.0' tar iar 12.r 2Lr ILr 1, ELF far IS.LY• 11.3E 12.r16.0E ls.r 14.1. 12.5' ILr SIX ILr 16.0E mr IQ 12.5E 16.0E lab" 1&V 12-r Ear I"" LI 12.3E aT 1&r mr 12.r 6.0E 15.s" Liz I24 1a0` ILS' 1.2• 5 Sao• ILs 11.r 2.6' WO! D20TANCE �! IDS WIV x 1-UP mom 33 NCO ULTRACCN 41 48 52 70 W x 1-1H' ENDED 41 48 S2 70 6.Ir 6,26E L2r 6.2s IL4' 20.r L3' Al" Ls f6.r 42r LF Cr L25" T.3' SLr S.25' 62F SINE 10.rS=u.TRACON 1L L2r Czr 42S 12.r lA ll.r 10.Ir fir 16.0E a r 6.2r 6.25- 4tF 7.3- 7.r ILr 9.S 9.r 9.r 9.r 13.Y L2r L2F L2r 6.2r S.r Lr 6.2r 9.4 Srtt--� wr 9.r 12- Ib" 4.r xf- E ED 33 ITIT SS. "CO" ai 4e 52 70 12.r 1S.s &0, SA' 6.2r lob" 4X 4.r L2r M.7' lLr 13.r L1• sA^ 42s Ear 4.r 4.r 42F 10.r 4.1E 4.r 6.2s ILr 4.r 4.4s• 12r mr 4.1' 4.0' 6.29' IA.r 6.25E M.r 4.1' 4.w 6.25' far 4.f• 4Er L2r 10.r f!4`x 7Ar H9LBm 33 AI1wGON5 S0UD4ET 41 48 �C S2 70 UA" M.V 14.1. 11.3r 12.E ICU* 9.r 7b" 123E 16.0" 12-r ILO" ILr 9.1` 116E 1&0' 7b` 6J' 123• ILr 7.r 63- uS 14L0" ar RE, 12.r 110E 7.r &r tLr 16.0E 7.r 6.2' 123• 16.0E L9" 7.r IELr Saw" 7.r ar 12.5 1a0" 7.r' Lr ILr ILw• 7.r Lr us' Lao' 7.r 6.2E iLS f6.0` 7.r- 6X y4•x 1•Y 33 f1A0 PMa3MRTE 41 40 SI 70 U'W 45.4" S.91 6.2E 1LF 4.4` 4.1L 10.3E A L 12X 13A• &r 4-W L2F %r 3b" 3.3* a2r 9.r 30' Xr CIS" ll.rI&V 4.4E 42r 35• 3.r 9.r 3.r 3.r 6.25 M.P &9" Cr RB' L2s- Cr9X &2r 3,F 3.3' 42s ar 35" 35• 6.25E 9.2E &F 3.3• L2S 9.2' 9.2E 3.S' 3.3E ANCHOR SPACING SCHEDULE: 22 GAUGE PANELS; PANEL FASTENERS O L2S O.C. qF iINRi1MR. LW MAx 1 NWTI K OPfIdYVL1V11BOTTOM CLQ 11�OETg 3/4` ■TOE WI TANG! ANCHOR 7YK BRAMI UPTDr-a' SPAN rorr SPAN wTOI CORN TYPE Cf C2 Ca C4$ Ct G? p 04 COMOTYPE C1 C2 C3 C4 I!4' x r r4Bm 33 LAAS SCNIW 41 48 u 70 12.5E 1L0. 1&0' Sag" 12.5E 1&r 16.0E 75" Mr 16A" 16A" Lr 12.31 1&W 16.w S.r 1LF fair is& Lf" ILr 16.0E 14.E Lr 1LF 1&0' I&W 7.5` 12.r I&W 14.r CC' 12.E I4r 14.r Lr 1LF 3Lo" 1La' Lr u.F ILr 24.r Lr iLS' 1s.D" 14.r L 12.5' tar' 14.7- &r us' 1br 14.r Lr 125- ILV 1&7- Lr P14 x 1 33 wow0 BaEw si 48 S2 70 -tw-x-l-wo4m 12. F 34.0E 14(r IaY 12. 16.0E 12. 11 7.r 12- 16-81tar r 12 F 16A' 141• Li' ILr MA- 9.r &8- 12.E Mw 9.r &b" 1? F Ear uA` 7b' iZ.r 16A• 9.61 s.r 12.9 M.0'• 9.6' &6• tLr ILO" 21.1E SINE ILr 1&0' 9.r SA" 12.5' 4.6' S.6' 12.5' 16.011 9,w S.r 12.5' MET 9.6" S.6' 12.5' 164' 9.F &6" 33 AV GW'CFAS 41 yy 48 T tta• 52 70 12. sr, 12.5" 12.r 16. 1&0' 1a0" 16A" 12.51 13.3E 12,r LL4" 12.r 1&w ILO' 16.0• 11.5* 9.F 9.1E 12. u.F ILF 16.0E 16.r 14r 10.r 4X 9.1E 12 ILr u5" la. 16A" ILO" 1 12.r 0.11 12S' Lr 7 rIMLr M.r ILO" IS. 9a.' 9.3E ar 1LF 12.5• & ` LLS* 1sA" M.8' 9.3E 9.1E !Ns x sTs 33 ALL POWTS Mum 41 WOODDWJS M 48 p, 52 �'4■O 70 u.r I&W 7Jr &r 12.r u.S" 4.r a.l• L25• u.p 4.r 4.1E 12.r 1SA" S.r Lr 6.2r 12.r 4.7- 4.0E 42S u.r 4.r 4.r 123• f4.F 5.S' 4.r L2r ILr 4.7' 4A' L 12.3E 4.T' 4.0• L2r IE 4.r 4A" 6.25' u.r a.r a.o• L2r ANCHOR NOTES: 2. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERRTIFIM HEREIN, BR ONLY PROVIDES HA ALLOWABLE ANCHOR SPACING. H8A)OMRN4 ALLOWABLE SPAS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. IMM 7- ENTER ANCHOR SCHEDULE BASED ON PANEL FAASTE-ER sPACING. THE eLCSiimia STRUCTURE M ATLUA. L MOM TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN TOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SEIECT CONNECTION TYPE BASED ON APPROPRIATE MOutt'ING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3. 'PANEL FASTENERS' ARE SKIDS USED IN COWUNCTION WITH AL MOIAITING EXTRUSIONS ("r-TRACK, STUDDED ANGLE, ETC.). USE 6" O.C. PANEL FASTENER SPACING TABLE VA JIS FOR ALL -H-- AND-U`-NEA ISkS M401101NG BUI ROUT CONDITIONS). S). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS ReOOMPI VDATIDNS. S, HOLLOW BLOCK HOST STRUCTRE SMALL COFORM TO ASIM C90 BOCK. 6. HUMIUM U40WHENT SMALL BE AS NOTED IM ANCHOR SCHEDULE 7. HIMMUM EMBEDMENT MD EDGE DISTANCE EXCUDES STUCCO, NMI, BRICK, AND OTHER WALL FINISHEL'WALL FINISHES SMALL BE (IMTFED 70 1/4" MAX OR SHAII BE VERIFIED BY OTHERS TO ADEQUATELY TRAM LOADS TO MOST STRUCTURE. 8, CONCRETE ANCHORS MOM HEREIN SHALL Be EMBEDDED TO (W-CRA0RED CONCRETE ONLY. 9. WNW EX45TING STRUCTURE IS WOOD FRAMING EXISTING CONDITIONS MAY VARY. FEED VERIFY THAT FASTENERS ARE IRO ADEQUATE WOOD FRAMING M NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE COSSURE Pam. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STIR) FRAMING, FASTENER SWILL BE LOCATED IN CENTER OF NOMINAL F X 4' (tDl.) W000 STUD (• EDGE DISTANCE IS ACCEPTAAE FOR WOOD FRAMING). W000 STUD BMALL BE'SouTNERN PDHr G-0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEM OR HE HEAD. 11. REMOVABLE ANCHORS ARE: ELCO PANELMATE, ALL -POINTS SOLID -SET B BRASS BASHING. IL MACHINE SCREWS SHALL HAVE Ur MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEM (SWEWALK BOLT) U.NA. 13. MFNDW EMBEDMENT AND EDGE DISTANCE EMDES STUCCO OR OTHER WALL FINISHES. 14. r OESIGNA11%ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USBS is. T DIRECT IROu4IING CONDITIONS. It LINEAR INTERPOLATION IS NOT PERMQTTeO FOR USE wnm THE ANCHOR SCHEDULES LISTED ON THIS SHEET. 3/4- ISO! OIOTAN= O 10murmew SPIN UP ro r4r as1UN k ANCHOR PIANO= cm TYM TYPE (P•9 CL a C3 c4 a do a n 2 ve x r DNm 33 12.5E MEr iar lag• i2.5 16.0' LLV 7.r u.r fag^ LAOSCREW 41 ILF I&W 16.0`1 Lr TLr I&W 14.11 6.1" 12EC for pp...� 40 1Lr 36E1' taw 7.r I2.r 26. 12.r SX r 1aQ• Fly S2 125E SLr 16A^ 63" U"F lw LL 4.r ILr MEr 70 12.r 1L0. 11.9E Lr Izr mr ar &r tLr f&r 014 It 1-11r D!® 33 32.r ILr 1W 10.f• 12.5' 2Lr 33.4• 7.P 12.5, tow 9100DSOM 41 12.r 16w i&2" L1" LF II&V 9.21 L6• ILr 16EY 48 -1-27 16.7 it.r Tr ILr I&V 7.r 4E1' ILF 14.r r 70 12,5E 349E 7.r4r 13.E ELF 14.r 5.4E 3.3E 429E M.1" it I-W ISWm 33 ILr M.n i&r 11Lr 140. 20.r u-F iar TAPOW-CMr 41 ILr 140E 12b• 12..? I I&V Cr 32F 1&0` .1, 40 12.S 140E Ear mr I 1Lo" 7.4` 32,E 14.0' T wm 52 f2.S td.0" Lr 32.5E 14C 6.9E 3LS 12.9E TO LLr 16A` T.4' 12.F 14.0E 5.1' L25' 9b" 33 12.rALL POINTS BRASS 16.8E a1" 73 12.r SS.F LF LS- 6.2F mr WOOD 81aNN1N9 41 12.E fhb• &V L9" MV 2Lr 4.6• 4.1' 6.2E R 48 12.E 1L4" 5.6- Lo` 6.2F 10.r 3.r 3.S' LW I 7.r �G 52 12.E 14X Sr. 4.r L2F PEP' 3.F 3X 6.29' 6.r 70 L2F lob" 3.r 3.3E L2r 7a- sA^ ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED MEREN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXPWM ALLOWABLE SPAM AND PRESSURES INDICATED IN SPAN SCHEDULE SMALL APPLY. 2. ENTER ANCHOR SCEOUI.E BASED ON PANEL F-ASTIMER SPACING, THE EXISTING STRUCTIRE MATER2AL, L ANCHOR TYPE. SELECT WERE' LOAD G REATOR THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN.SR= CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOtffnm3 DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION EWE). 3. PANEL FASTENERS' ARE STUDS USED IN CONRUNCTON WITH ALL MOUNTING EXTRUSIONS M-TRACX, STUDDED ANGLE. ETC). USE L25. O.C. PANEL FASTENER. SPACING CABLE VALUES FOR ALL'H•- AME) -U 4mRDERS (Namu0ING mmDour CDNWttfONS). 4. ANCHORS SHALL BE INSTALLED II ACCORDANCE WITH MARIFACRIRERS' RECOMMENDATIONS. S. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASCM C90 BLOC(. 6. MONISM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCEDULL 7, MR~ EMBEDMENT AND EDGE DISTANCE EXCUAM STUCCO, FOAM, BRIM AND OTHER WALL FINISHES. WALL MM 99 S SHALL BE LISTED TO I/r MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO MOST STRUC1RE. B. CONCRETE ANCHORS NOTED HMM SHALL Be EMBEDDED TO (M-C(AOMD CONCRETE ONLY. 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE MOOD FRAMING MEAIELS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SiDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN 70 HARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL r X 4• (MIN.) WOOD STD (W EDGE DISTANCE iB ACCEPTABLE FOR WOOD FRAMING, MOOD STUD SELL BE `90UTERN PD!• G-O.SS OR Qu AT19t DENSITY. LAG SCREW SMALL HAVE PMOLLIPS PAN HHFM OR HHX HEAD. 11, REMOVABLE ANCHORS ARE; EIM PEUATE, ALL40MM SCA ID 5EC S BRASS BUSHING. I2. MACHINE SCREWS SHALL HAVE LM MINIMUM EI6AGEMEIT OF CHRIFADS IN10 THE BASE ANCHOR AND MAY HAVE EITHER A PAN MEAD, TRUSS MEAD, OR WAFER HEAD (SIDEWALK BOLD U.N.O. 1.3 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCU ES STUCCO OR OTER WALL FV891E5. 14.1111 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT!ACCEPTABLE USES, I& * DIRECT MOUNTING CONDITIONS, 16. LINEAR INTERPOLATION Is NOT PERMITTED FOR USE WITH THE ANCHOR SCIEOLUS LISTED ON TFXS SHEET. M a aGS: 15-2394 15-2394 0 On 0 (D YI cu CD �a N Oo U CD � C (u - .& U (1)6-0 a) cD CD (� O 0 Q O LL O > . U)^' Q CL F- � - C/ Q cn.�..J cu O Q U cuE..i. O cu W Lu Q Z Z Q ....I a SHEET NO. 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