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Home My WebLink About36060 Stable Wilk AveI 1 1 11 1 1' I 1 11 1 1 1 1 1 111 1 1- -_- I I i i I I I i I 1 II 1 L Version Changes Ver. #: Description of Changes 1.1 CLIENT COMMENTS -ADDED LED LIGHT TO FOYER CEILING L E N NARSM LE N NAR TAM PA DIVSIO N 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 1871 REAGAN GENERAL NOTES: THE FOLLOWING TECHINCAL CODES SHALL APPLY: 5TH EDITION (2014) FBC, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND 2011 NATIONAL ELECTRICAL CODES j REVIEW DK -- 5TH EDITION (2014) FBC PLUMB@FWIP**,P 1'� PLANS ` �� IINER 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER - FLOW RATE. ALL WORK SHALL COMPLY W11H PUBLIC FACILITIES LAV PRE 0.5 G.P.M. PRIVATE FACILITIES LAVFLOk2.2 G.P.M. .DE, SHOWER HEADS NATId4G.P.M. :;ODE, AND CITY OF ZEPHYRHILLS ORDINANCES 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 5TH EDITION (2014) FBC RESIDENTIAL CODE PORCHES AND BALCONIES CHAP. 3 HANDRAILS - CHAP. 3 GUARDRAILS - CHAP. 3 STAIRS - CHAP. 3 CHIMNEY & FIREPLACE CHAP. 10 EGRESS WINDOWS CHAP. 3 4. ALL OPENINGS SHALL COMPLY WITH 5TH EDITION (2014) FBC WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 5. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 6. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) 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 A4.B 2ND FLOOR - ROOF FRAMING PLAN B A5.A EXTERIOR ELEVATIONS & ROOF PLAN A A53 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 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. �g J Q = W F ~UZ 0' IIIF_ W Q p Waco LL U) n o W = z v N w0� ow Lo uj z m N W `- d1 Lo coo =m: o �'p �n H � _ z [4 < 1-p0 Z Q Z }ZH o w >(D `� :WJ z Wpf- J p U Z =m� HF=- Q A' 'u-) E > 0 - O MN d N vi N V o 2 S rn �J/ = 0-8 N z �� } �0 V Lu Q.! o Ec_ 04 rn �O^11�� W 0LLI uj wO� QW W~zwwJ w Z OgQmQQ0 w_j0oLLV00 LL Q V �~ J ZLuZ20Q O OawOOO�OOW O0 Q o z WwwwwZZ) Q~WOwHa5ZWwp�UOQ 00Ix C) D OQZgQ LL Q 0 Q LL O O N Z W 0 f- > p M O Q ty LL � QW z QLo d.M 00 U UoEo N Q \ Zw~E a r�n v � � r� Q =mOz w o�Z �n III Z J �mz� Oa2z LL (V w Ua}`� Tz Q . z M 0 U Z U� Oo Z Q Z z W W � O r LAST PLOT DATE May. 24, 17 z O J COVER SHEET NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R p = 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: FBC 5TH EDITION (2014) 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 C THICKEN EDGE TO 8" O 1-1/2" DP X 9 1/2" WIDE RECESS O 3/4" DP X 13" WIDE RECESS O 16" W X 16" DP CONC FTG W/ (2) #5 RODS CONT. O 20" W X 20" DP CONC FTG W/ (3) #5 RODS AT 6" O.G. CONT O 24" SQ X 16" DP CON. FTG. W/ #5 RODS AT 6" O.C. E.W. O7 BEARING WALL FOUNDATION PLAN B 1 /411 = 1 1-011 Q =w�: ~UZ tr w w Q 0 waw I~i r N >�0� = Zpqz v N Wom �w >Z. NwCo U)00 =w mom �o LL< H�� =�z ooQ 1-p0 QZ>w pow ��lyw= O�O C) F-<W, Z I- w 0 wH Q,w U)W=oHF_ nV) N L0 o i0 W L vi ch `,4 IN V co 0 M W u o _p O u- 8 ° Q s 0 a' V) V w CQC� "m aI W L. O C W W (D W 0 W n w O H w F- x w g c z Y Z Iroo��¢Oa�¢wUOLOL O �0�Q O m U 0Zd OO Z Lw(nwww55wwQ0w'SJ Qw 55 a<QOwQKwZ0wUOn LL OW O D Q �wz QO ❑Q O F_ uLL - i O O CV Z O� > o 00 O Q7 M LL Qw<U? M QUQao Z F- Z w J0 0 J TIT 0 N N C7 N O N O �- �U-) O Z Z -Zo Nowe c� w c) Nz �2W2 oQ > aF_Q V � I- �� Q ~mOZ W =F-=z Z z � J 2 z w LL J CV O W 2 Z a- }w z z z U �g V Z O O a. z Q W w o r LAST PLOT DATE . May. 24, 17 O FOUNDATION _ PLAN B m J S6 0 N v 13 NOTE: A7 SEE SHEET S-11,12 '1873' FOR LINTEL CALLOUTS & DETAILS 30'-0" I 10'-0" 14'-8" 5'-4" I SH 35 I 00 HD AT 7 -4 HB 5068 SGD 1 I I I ❑ ❑ DINING ROOM LIVING ROOM ( M 12 -0 X 9 5 17'-11" X 13'-3" 8'-8" CLG 8'-8" CLG I 19 0 7 5/8" 7 5!8 2'-4 3/4" V_11" 2'-9 1/2" T-1" 5'-11" 3'-8" 4'-11 1/2" I ❑ I T-0 1/2" 2X4 KNEE L_jWALL, TOP AT 34 1/2" I REF Cni` - FLR -- - _-=___-= N q -- LINE --_-- N ❑ I to o = 2 A7 00 DWI I -' - KITCHEN I v ❑ 14'-l" X 9'-6" 3 8'-8" CLG A7 L;-2068 A7 FLR 6" WALL o RANGE 11 LINE I iv _ W/ HOOD00 PANTRY - ❑ M 00 o (4) 16" N 4 k. O' N o DP SH - 1 , ]TB I FLR v LINE ❑ N 4" INSULATED J 20 MIN FIRE ��p °' W/H BRG WALL RATED DR W/ -- - —o N CLOSER I 0 ❑ N I v 00 C 4" INSULATED = P LINE OF ❑ PROTECTIVE S3 BRG WALL FLOOR BOLLARD 22"x36" ABV ATTIC _ ACCESS 11 ❑ CC - - - 42" H. 10 LOW S3 ----- SLOPED ❑ TWO CAR GARAGE --- 9 Zo WALL 20'-1" X 20'-0" - - - - 8 7 36" HIGH - - - ❑ CONT. 6 RAILING - - - 5 FLR - --- LINE 4 - ❑ LINE OF GARAGE IN - -- _ _ 3 FOYER ❑ OPEN POSTION _ 2 1 A C?UP ❑ SH 1/2 3fF °O H D AT 7'-�F" M b TEMP.G SS ih O T-T' 4'-7" HB 16070 6" 1 ❑ _ LE3 0 0 -4 - ENTRY LINE OF I 8'-8" X 4'-4" STRUCTURE ABOVE I 21'-4" 8,-8„ 1 30'-0" 2 w � w A13 TIE BM AT 8'-8" FIRST FLOOR PLAN B 1 /411 = 1'-01' 3 A3 v N v B S6 CV 00 J S6 NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-11 , S12 '1873' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 13 A7 30'-0" LINE OF TOP ROOF AT 18'-0" BELOW V-4 1/2" _ o 28'-7 1/2" ' 0a DRAIN a SH T-2" o a SHWR HD I H AT & VALVE EGRESS (4) 16" I R & S DP SH I co -- 2068 BF ce' - o 0 -, N 2668 MASTER BATH ��b LO 5-5 3/8" 5'-3 1/2" `LSO FLR I iv 4'? LINE FLR A7 CID LINE m 5 N MASTER SUITE 14 7 X 12 8 W.I.C. 8'-0" CLG ``'06 N TB S & R 1 a' N 00 04 CD CD R & S (2) 2068 BF P N 04 ------------------ I BEDROOM #2 LOFT I = 10'-11" X 10'-0" AHU 14'-7" X 9'-1LO " j 8'-0" CLG 8'-0" CLG - <\1 tn A/C RETURN I N UNDER DOOR I 7 ¢ 2 N m 26 cn S2 1'_2" I N I1J m 4„ C)=Q� 2'-10 3/8" 2'-7" T-4" 11" 2'-11" 4'-8" 3'-10" I 6-3 1/8" ih v7 o w 4" 1'-3 1/2" 2668 6„ W/S AT �I, 60" AFF - 22"x36" - --- DN O ATTIC v p -� 6 42" H. co 6„ 2668 15 LOW c.,WALL5-P ACCESS UTILITY 6' WALL - WALL c? 8" , Cn BATH #2 L14 FRAME FLR J A7 8 - - -13 WALL A7 LINE DRYER 1 OPEN TO TB 2668 VENT p - - - -0 BELOW iv HANSEN - - - R & S BOX 2668 N N_ J (2) 2068 BF - R & S - - - 1668 7 � in (2) 2068 BF - - - ' 6 42" H. C' ao co SLOPED N (4) 12' - - 5_ LOW DP SH 4 WALL ----- bo 3 M - 2' 1 36" H. CONT I _ BEDROOM #3 BEDROOM #4 RAILING 1 , 10'-0" X 11'-1" 9'-10" X 9'-11" 8'-0" CLG 8'-0" CLG = I SH 1 /2 34 HD AT T-2" 8„ FRAME I v WALL 1 SH 25 SH 25 v HD AT T-2"74" FRAM EGRESS EGRESS WALL 3'-101/2" 10'-8 1/2" 6-9" 5'-5" T-3" 21'-4" 8'-8" I 30'-0" A7 A13 SECOND FLOOR PLAN B 1 /411 = 1'-0" 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 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R4.1 HIGH PERM 1/2" GYP Q 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB p = FILLED CELL W/(2) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) 1-1 STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 17 AT 7 9/16" 16 AT 10" 0 10'-8 3/4" SQUARE FOOTAGE: UNIT'1871' FIRST FLOOR LIVING = 780 SQ. FT. SECOND FLOOR LIVING = 1090 SQ. FT. TOTAL LIVING SQ FT = 1870 SQ. FT. ENTRY = 38 SQ. FT. GARAGE = 443 SQ. FT. TOTAL SQ FT = 2351 SQ. FT. 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 Q w W 0Zw ILL J N w_ 0- w > 2 W = F z❑ I N N wO V 2w a wzm > w -- N� cn LO m o OH OZ LO F- ¢F-z u_ Q ❑0 QZ z > �� w _ HOw mow= w❑F- t9cn ZF. SO ❑ r<w w -� LU F— = v) w =0� F-F- ^ U a Vi E r o O u o _D o v .� O o a)Q . U — �tN w Q" N C E M s` o 70 C � a LU (D W W Oj w0H g w zW LLB0 W<¢2J¢<,u_Yz w_OLLwVO0JO ~~sE Q <05R-jXOz2O0_P 0H ZV U) �ul >0z00 1Fw-Oao Oaz F< ViWz�UOa QOw LL F- O 2ww¢ ¢z¢ o¢g u ¢ o u_C:)N Z LU O F— > (/) O C:)F (M O Q M L0 J D_ Q W Q Lo (M 00 � Lo 1 O Z Z — Z O NW W w c� C) N a z Uo-o P° z W F— r�n WF-W V Q =mOZ W 1- Z tz O III z � J Nw Q.Zz O_32W LL z <C T-1 Z z < O r Z U O 0 m z W w T- C, N r LAST PLOT May. 24, 17 DATE Z O 1ST & 2ND FLOOR _I i PLAN B 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. 42" H. SLOPED LOW WALL ------------------------- SEE SHEET ST FOR STAIR DETAILS ----------------------- 1" NOSING 10" Ffl rn r f I LANDING STAIR SECTION 1 /2" = 1'-0" (3) PT 2X12 STRINGERS HEADROOM IN STAIRWAY SEE SHEET ST TO BE 6'-8" IN ACCORDANCE FOR STAIR DETAILS W/ FBCR R311.7.2 1" NOSING 10" RISERS CUT FROM 1x MATERIAL io TREADS CUT FROM 2x MATERIAL r� / ---(3) 2x12 STRINGER STAIR DETAIL 1 /4" = 1'-0" LOFT ENGINEER TRUSSES 1/2" DRYWALL PWDR BATH ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 STRUCTURAL SHEATHING U ATTACHED PER NAILING SCHEDULE — 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" FROM EACH END - 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. 2X8 SYP STUDS AT 12" O.C. W/ (2 USP MSTAM36 STRAP EACH RD ((1) STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN _ T/WALL w O z w w NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. - Q =WH. w 0 Z W Q W ¢ p Waco = N W z N �O0 2w LO W`Zm �n � = ON OZ LO Q 2�Z ~pO I z LLpp U) W� Wpm U Z �w W �� p0 2 Will >LO E 0 M O MN d } cn M C: ?0 28 } o M: 8 v s � U R 0 p .N u w Q. co EM 7W L a o W W W Q ❑ LLI IN w 0 wHQ w�� gQYz� z w0�-¢O¢�¢LI-c�000 U � <(3x-'Zw Ll.ozmu❑HQQ aww§0-ZOw-O000Zz Q Q Z Oa>�www�LL�¢O QN¢Ow¢v❑-iZWz it � w C) LL Ow gF �Y❑�¢ ¢ LL¢ O LL O O (V Z LL'O F— >u o 0 M O LL U) ti QWQU-? Fd,cr) 00 Q U Q Z F— W W —ic:) O J 0 N i N 6 " O o 'L N 0 > LO O z Z — z 0 N cu WUr' L u UD 0 N Z F— 0 a Q Q '> 1'1 ZwF W Q ~MOZ =F-=z W I..L �Uw z 1� 5.2Zof � 101-Zzw Ov N W g w Q r� LQz • Z ~ O U Z Ovg � W � l< Z z w J 't w 'r-1 o T— LAST PLOT DATE May. 24, 17 Z� 0 DETAILS I O N N v Cl) co O N -n 00 0 m V-11 1/4" M FRAMED BY QI ill rICD FT8 � E v SECOND FLOOR - FLOOR FRAMING PLAN 1 /4„ = 1'-011 2'-0 3/4" N O N SECOND FLOOR - ROOF FRAMING PLAN 1 /411 = 1'-011 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGNS ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUT TO BE DEVELOPED BY TRUSS MANUFACTURER. IF FINAL TRUSS LAYOUT DRAWINGS DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, SAID TRUSS MANUFACTURER'S DRAWINGS SHALL BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATIONS TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "USP STRUCTURAL CONNECTORS". 2. USE RT15'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ CS16'S. 4. USE TA16 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 6. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. 7. USE (2)HTA20 FOR GIRDER TO MASONRY CONNECTIONS. 8. USE (1)HTW20 FOR GIRDER TO FRAME CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. PLUM 12 0 7 REFER TO El PACK FOR CONNECTION. %J5 0to j 1'-0— 5/1 " 2'-0" TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING REFER TO EP PACK FOR CONNECTION. U U 1 — 016 2'-0" TYPICAL 5' SETBACK CORNERSET LABELING AND SPACING HANGER CHART AL-- HUS 26 (USP) d a = JUS24 (USP) \= THD46 (USP) Total Truss Quantity = 93 Labeled End Mark ATTEITTTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30, BY THE PEAK CONSULT BCSI -81 30' Span or I ss 30' to 60 pan Spreader Bar \ 60 degrees y or less I 112 I I 2/3 to 1/2 I Ta Ilne r span approx. Ta Ilne r span approx. 1 REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. All hangers to be Simpson HUS26 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI—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-131 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 UPLIFT BLOCK 'I'T'ALL KEY •iiiiii� �I��IO� LOAD# DESCRIPTION INIT. DATE arts revision block for ails only. CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PH❑NE: (800) 959-8806 FAX: ( 863) 294-2438 BUILDER :LENNAR HOMES/CENTRAL PROJECT:VARIOUS MODEL :1873 AMERICAN DREAM/1 CCA PROD/MODEL/ALT .7A2 1871B ALT DESC OTC LOT BLOCK: DESIGNER PAGE . JMD EDATE 015 LAN#SCALE .N319,839L 1 4" "=1 ' Q Ly Of w ❑ z W LL Q ❑_ Waco UW o w � z❑ woof WUU �_j WZ_m Q NW U) L0 00 W =ON OZ iz a oo Q �o0 aZ z ��o >O �( w HOW LL-_ W Ocn W 0 � ` �z1— LU o �<W 1. W w U� ❑b �w W o =o� __ _ F- Z Q A' LO E > d M O VJ Q �C ; N V � a0 d cl) �- o 2 g �- °`fig �Q U � < �N U Lu cO E M 7W L rw LW v w ❑L Wpl— WFa X�J Wga�'zX Z Q O X � it lL U 0 O J o <u o M F- O Q (M 2 pl- QWQLn l� a_ C'M U Q 00 Z I— W W J0 O J (O r 0 N 1 N d) N O C O ' O N( O \\ / T Lo ' O d--0 Z Z -Zo T WWNQZ)WFrI > ��o CAI> � 7 O a °�¢ `J zWh� f— � Q �mOz LLI =F-=z O z _l Z � Ow a<LL z (y OZ w nz��zz= O U Z OUa o W � z A4• Q Z J WT_ N r— LAST PLOT DATE May. 24, 17 Z O 2ND FLOOR ROOF _I 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. __1 5 METAL DRIP EDGE USP A3 2X4 FASCIA ALUMINIUM .: 2,-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" *3/4ESOFFIT D TAIL — 1 -0 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED N 8" 11 LEDGER ETAIL 3L 4" = 1'-0"D CEMENTITIOUS NOTE: APPLICATION OF PLASTER DECORATIVE CEMENTITIOUS FINISH) MUST BE IN ACCORDANCE WITH ASTM C926 AND C1063 X-8" 7'-4" 19'-0" V-0" �o it-N- — — — — — — T-0" RIDGE VENT SLOPE F5:12 SLOPE <_�5:12 1'-0" T W a ON J 77 U)U,) w a ON -J77 SLOP 5:12 ROOF PLAN B 1 /8" = 1'-011 SLOPE 5:12 - SLOPE — 5:12_ � i0 DECORATIVE CEMENTITIOUS FINISH 6" X 1"THK CEMENTITIOUS BAND 16" X 1"THK CEMENTITIOUS BAND 1'-3" 6" X 1"THK CEMENTITIOUS BAND FLASHING :3 SHINGLE \ � ROOF 12 �5 FLASHING z F- �_ O o w A5.B - El D D El El 171 El El E] 11 El El El El 1:1 El 7-1 F-1 D El 1:11:1 F-1 FRONT ELEVATION B 1 /4It — 1'-011 12 `C` �5 5 ELEV AT 18'-0" DECORATIVE ' CEMENTITIOUS = cv FINISH ELEV AT 10'-0" * o w n 10 2ND FLOOR FF iv = CONTROL 5 B _ JOINT _ - ELEV AT 8'-8" T.O.M. ,--A/C UNIT ■.zo.. AND PAD r` ELEV AT 0'-0" 1 ST FLOOR FF GRADE LINE 3 REAR ELEVATION B 1 /8 — 1 -0 GRADE LINE ARIGHT ELEVATION B 1 /8it = 1'-011 1 51- --CONTROL- JOINT- -_ ASSUMED GRADE Am"y/AiF3ffil T.O.P. ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. BAUNIT / AND PAD ELEV AT 0'-0" 1 ST FLOOR FF 1.9 ELEV AT 18'-0" _ T.O.P. 1'-0" 12'4" 18'-0" 12'4' z = N ELEV AT 10'-0" O * 2'-0" 2ND FLOOR FF CONTROL = CONTROL JOINT `14 JOINT 12 - - -' - - - -�- - - - ELEV AT 8'-8" 5I— - - - - - - - - T.O.M. A/C UNIT 2 _U DECORATIVE AND PAD ZD CEMENTITIOUS ■...a FINISH mm — -- - ELEV AT 0'-0" - - — - - — - - 1 ST FLOOR FF — GRADE LINE LEFT ELEVATION B 5 1 /8 — 1 -0 FLASHING ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" Agk T.O.M. _ ELEV AT 0'-0" 1 ST FLOOR FF 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 FBC 5TH EDITION (2014) SECTION R806 FORMULA = S.F. / 150 (11150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1225 SQ FT VENTILATION REQUIRED = 1176 SQ IN VENTILATION PROVIDED AT RIDGE = 112 SQ IN VENTILATION PROVIDED AT SOFFIT = 1064 SQ IN 6 SOFFIT DETAIL 3/4if1 -0F 7 SOFFIT DETAIL 3/4 - 1 -0 1" 4' (V O EPS FOAM Z� 8 BRACKET DETAIL 1 - 1 -0 19 5" 3 -11, CV N o - o - 0 ao EPS Z� FOAM iv 9 BRACKET DETAIL 1 -0 ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHINGS ARE INDICATED ON DRAWINGS. REFER TO 5TH EDITION (2014) FBC RESIDENTIAL, SECTION R703.8. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM NOTE APPLICATION OF PLASTER (DECORATIVE CEMENTITIOUS FINISH) MUST BE IN ACCORDANCE WITH ASTM C926 AND C1063. ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS -15 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA/ UNIT FOR TILE L Q W Z W p W Q p U- r w0-w W = 04 zo OW N w U W Zm N� LO > �. =w mom `- cn wp m LO -ON LL 2F-z F- p _jW Q Z z F- > W F- 0 w� w W = w0LO LO cn .2 _ O p UZw w�F_ -i w oo -o� �m Q E (Il i> ; 0 aD P 0 V 0 M E L t 4) :) O 2 �s°ag p < U � � �N w IZv 00 E W L M 70 0 "°a W W (D W 0L' !/� w0E- wI-Q 0�J XQ�Q ezw z ��O� < 0GO_j0 Q Q U � OCi0JZww0Zm0OF-QQ Civ��*OZ0Fx00mz U 000 U) O Z �Ua�zwW _Z"-pw0wa Q�aOw_Q�-wz��0a. LL Ow �F-F gwZ Q O 0 0 Q 2 a Q - a LL i O 0 (V Z O� > (n O O 0 � M O Q U M L0 LL Iq < z Lu LO cM o 0 �-_0 z z —Z° w0�_ p w in N UDF0 NQ Q Oa=Q '— (D ZW~� F- of Q ~mOZ r= F- = z O v z J Z> z it N O_ZZu- g � �-Jmz Z O ,z Z U c� g O O W w z z w W O r LAST PLOT DATE May. 24, 17 z EXTERIOR ELEVATIONS & ROOF PLAN NOTES: ELECTRICAL DETAIL: A/C DISCONNECT WP GFI ELEC METER DINING ROOM 4'-4" 61 W ., L 4'-6" REF 1'-11" Fl�_(L ---- • \/ DISP KITCHEN FOR HOOD -� 6'-11" -F / F - r- LIVING ROOM I 1 2'-3" GFI GFI IJ A �� I �PWDR N HW GFI GFI 1 BATH N ' ---�- LIGHT AND SWITCH IN -� -' ATTIC - - - - LINE OF� FLOOR I �-ELEC ABV PANEL En 1A - ; TWO CAR GARAGE / GFI / 48 I 110V CLG GFI N 2ND FOYER GFI MNT. OUTLET i FL R ELEC) i i i \ 0 i b i 4'-0" ! C � GFI o WP ENTRY LINE OF STRUCTURE ABOVE FIRST FLOOR ELECTRICAL PLAN B 1 /411 = 1'-0„ LINE OF ROOF PM r)%A/ SECOND FLOOR ELECTRICAL PLAN B 1 /411 = 1'-011 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 NFPA NATIONAL FIRE ALARM CODE. CHAPTER 43 2002 EDITION 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 2008 NEC. 7. IN ALL AREA SPECIFIED IN NEC 2008 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. [EL7ECTRICALPECIFICATION NOTES: ONTRACTOR MUST VERIFY WITH THE NS FOR THE TYPE OF FIXTURE TO BE FIXTURES SHOWN ARE FOR LOCATION 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN O 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS DOOR JAMB TRIM BASE TRIM INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH im SWITCH 1/2" DUPLEX _ OUTLET ?h - 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 HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE QSTRUCTURED WIRE OUTLET v� SWITCH AT 36" Cl) 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" -{] PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE + CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE } WALL MNT FIXTURE 1 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 ® 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR O SMOKE DETECTOR =U-18= UNDER CABINET 18" =S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 — DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT =24= 24" VANITY LIGHTING c 36 == 36" VANITY LIGHTING `48 = 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT Q EXHAUST FAN 4tp DOUBLE FLOOD LIGHT W/ COVERS AND LJ 150W PAR 38 FL ❑ INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR Q CEILING MNT SPEAKER 0 CHIMES (DELETE W/ INTERCOM) ® MASTER STATION Mi-&::] ELEC PANEL R1 VACUM OUTLET AT 12" vmi CEILING RETURN AIR (W/ SIZE) A/C REGISTER TQ THERMOSTAT ® SECURITY PAD 17"7 ELEC METER E L.W ' Q CIO MN 4i �� A) W E C O i o 2 MIMEo Z) S Q _s �Ln U U w Q:;� W L Oc) E O ri m 7C)v_ a _0 0 LLI uS w O I- W WW � � a �� zw Z W C7 W 0.O��QOQ�Q LL §VOO�O `_ 0U) 0zo�oomZZ�0 C3 O O J0a>ZYp~ZLL0QO�wa. a. oZ FZ�WQILL zQ ow o D o¢Q a �Q O � ILL w J � Io " 0) N " O O N O > Lo O N co (4q a) V O O CNI Z O F— (n O Ch O QWc0LO ILL Q W Q U? a co Cl0 ZUFa— W J O O O d' O a W • z Z U� O� F— z A6 Uj r— LAST PLOT DATE May. 24, 17 Z 0 1 ST & 2ND FLOOR ELECTRICAL PLAN B FILLER 3'-6" I. 2'-6" 0 ih v O ih RANGE 3'-6" 2" FILLER KITCHEN 1 /2" = 1'-0" T-6" LI.1 1/2" FILLER J_II` JI' 2'-6" T-6" SKEWED 4 1 1/2" FILLER 7 HOLLYWOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH Ir Zol 9 CM 26 2 6 1" FILLER 1" FILLER 5 MASTER ,BATH 112 — 1 -0 0 0o N cV ICi 2" FILLER 1'-9" T-0" 1 1/2" FILLER 1 1/2" FILLER 11 4" BACKSPLASH PANTRY 2'-0" SKEWED 1'-9" 3'-3" 2" FILLER KITCHEN 1 /2" = 1'-0" 00 SHWR HD N M VALVE LINEN CLOSET o oo N M 3'-3" 4 1/2" MASTER BATH 1 /2" = 1'-0" C9 Cl o 0o s i O 2'-9 7/8" BATH #2 L -U 2" END PANEL 3 �12 CHEN ISLAND1 — 1 -0 HOLLYWOD °O SHWR HD STRIP LIGHTS WALL 30" HIGH MIRROR N VALVE 4" Q BACKSPLASH °D SPIGOT 0 - - in 2'-6 1/2" V-6" 3'-0" 1 1/2" FILLER 1 /2" = 1'-0" SEE SHEET ST IFOR STAIR DETAILS 12 5 LOFT II MASTER SUITE PWDR II KITCHEN BATH UNIT'1817 - B' - BUILDING SECTION 3/16" = 1'-0" 2X4 WALL TOP AT 34 1/2" Y 4 KITCHEN 1 /2 — 1 -0 WIRE SHELF 220 VOLT "HANSEN" BOX q o p--- ---- W---_--0� 14 1/2" X 16" DRYER VENTI SS I I I I I I I I M I I I I I I I I I I I I I J I I I 8 UTILITY 1 /2" = 1'-0" PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) R-30 BLOWN INSULATION 77:� ELEV AT T.O.P. LIVING ROOM SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR / 2ND FLOOR FF Y ELEV AT V-8" T.O.M. U) Q =W�z w W Q 0 waw LL o W _ F- N itOU �w WZm NW U) 2m� �Q oz Lo _g F-0O Jz, Z w W F- O Of W 2 U�:.° _ O U Z W <w dot W p< w w Will NH Q A'LOO E t ' M V /1� L p 28 _moo OLLo C Q o , N # U p u W Q� W L 0 EM aQ 10 W W CD W 0 W Uj WHQ < ofZ�-iU)0 W F- <9Ye 6 Z WLL00u- o Q Q U ~~=v ao�Wo�W o°90Qo JWWW�WN O<<0 w)-QWClLL ¢ Q= L)Z wzO a Z)oZ �z Ow LLQ 0 FaLL i O O CV z 0 I— >(n0O 0 M O Q w cM r- C� G vJ L Q W Q M aUa00 z F— W w J0 O to �� 0 CV N " O c O 0 NN O > � Lo 1 411-0 O Z Z -z9 N � wWu0 0:3 N z � o�a Lo•> Q ZWFQ W W 2 W Q ~ m O z W = �- =z (Do O � J Z T'•I �<ZOf O 12W zNw 0z a w zz=o U Z Ug oo �m z Q Z w 04 W � O LAST PLOT DATE May. 24, 17 AO Z B - INTERIOR J i ELEVATIONS 1 1 1-- - 1 [ I I I _11 1 1 1 - I _ [11 1 1 1 1 -I - I if _ - - NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1.1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ed. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ed. (2014) AND FLORIDA BUILDING CODE 5th ed. 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 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ed. (2014), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 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 C-I-P CONCRETE NOT EXPOSED: 1 z" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. 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 SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8, UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4. 9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 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 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ed. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED 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 anc treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 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 forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FRC R318.1.5 �Cnrete overpour Ind mortar along the foundation perimeter must be remov ore exte or sol treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-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 by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 4" 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. CID Q = W W 0ZW WQoco < ti J Fn W n- W = F- N 111 0 O � N LID WZ_m cVw O >W� =mo �U 00 F O N 1- Z O� LL Q' Q 2 I-0O F' � J W QZ > Z W O W� afW= 00 _ 0 H UZLO Z�_ W �- Q W _ C O, � to -0� �H Q tr7 > O0 ^ 0 W L '= �0 C? U C M -5 M coC 4- Q '0 o O E:g 0 8 •^N` V w aN C 00 E" W I= rn WLU rV"O LLi w 1-- Lu O WQ J2 w W W -ZQ X U O OO O (1)3: Q><Z� 9 _OOZ� N 0Z20,HJQ QV O� qZYaZCL IL 0 Z~wOHuZ Q � o7_gw26a. < u- Q O Q u- O N Z L, J O I- ~o >u F- cM O Cacn`'r'�i �0�13Lvi ZQ�<00 Z U f- W W JC:) � co O N N rn 1 " O C:) O r' NN O > � L ' O q1tt -0 Z Z O W N L. W CO ��o N � z - 0 LO(<� zWl=-¢ V Q =CD0Z W � Z3rW 1..J1.� TI 2Z w �ZZu- N Lu OOO � ( W Z Q t'� Z Ln Z �QO Z V U� o0 Z SNO a Z Z J 0 W C_ 0 N � LAST PLOT DATE May. 24, 17 Z 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. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (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. 1IT-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 NEWS PER BRACKET (4) HURRICANE 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 c31-' + + + + + + + + + + + Z+, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-Ofl Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8' 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1 /8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 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 ° + FILL CELL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap ° + FILL CELL STD. 90° HOOK BOND BEAM w 7�1 Q STD. 90° > j� CONT. #5 CONT. #5 HOOK BAR BAR F #5 CONT. FROM LTOUNDATION HIGHESTif 1 �� BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'Ddall PLYWOOD FLOOR COLUMN ANDSHEATHING PER PLAN CONNECTIONTJI 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 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 %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 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 code for appropriate 1/16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Boise Joist Blocking I lea 3" (1(1dl nails aT F" n r Q "/ Provide adequate bearing for each lapped joist. Squash block 10d nails SECTION INT. BRG. WALL (2x4 minimum) @ Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch �K K or drill flanges Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® 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 BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11 -78" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing fl 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. — A 1%" ROUND HOLE MAY J DO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6' 6" ," THE WEB. PROVIDE AT CANTILEVER ,'ROUND ILARGER N 1/2 LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" 1�1� 2 3 4 6 7 8 7 10 11 12 13 rags ' 2 6 s 9 10 , Any 16" fast Span (ft) - - 1'-0" 1' 1 . 1" � 1 2" 1 2.. V-3" 1' 7' V-11", 2'-4" 2 9' 3'-1 3, T. 12 1'-0" Y-1 ' 1` 7 T-2" 23" 1'-9'" 2'-4'" 7-11" 3'-T' 4'-2" 4'-9' ; '-4" 16 1'-O V-1" 1' 2` 1'-2" T-T' 2 5" 3--2 3'-10" 4'-9" _� 7"' 6'-4" 7'-Z' 20 1'-0" V-1" V-2 1' 2". 2s-0„ 3-0" 4'-01' 4"-101, n-1,.. 6'- 1„ T. 111. 8' .11 , 24 1'-0" 1'-1' 'I' 2 1, 3" 2'�,' 3'_T 4'_9' 6` 10'. T_L.. 8,-. 9,-0„ 10'-9.. NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. �nstall tight to top flange. A \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gaP Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements .6 X Joist p depth I —JOISTS BUCKETS N.T.S. Ui M 5/811, THE BOL R TRUSS OP PLATE �.0 TYPICAL USP MUGT15 TO BUILT—UP COLUMN DETAIL TYPICAL HUS INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: LOCATION OF UPLIFT VALUE SECOND RT16J4 IS BASED ON S.P.F. TYPICAL MTW INSTALLATION PLUMBING LINE TOP (2) #5's x 4'4' CENETERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL a �I_I 111-1 1=1 1=1 I I a. I• a I —I I —I I I 11-1 1I- _I•—III;Ii —� 11-III -1 11=111-11 ..111-1 I I FINISH GRADE -III I I —III_ SLEEVE THRU STEM—/ ° a.. SEE PLAN FOR °• ° . • • FOUNDATION INFO a. ' a ° STEM FOUNDATION GRADE r-REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" V SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. FJ SEE FND. PLN. --- _ SIZE & REINF. BELOW GRADE G o PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION i —— — — — — — — — — — — — — r-------- ----------------------- Z (o � n I \ A SEE FND. PLN. SIZE & REINF. of PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE -----�. d -a.- t-- �O' °/ as G II III=1I1=1I `, ,a I1=1I1=III: �. a a ° —I—III—I 11- A. — —/ SEE FND. PLN. SIZE & REINF. U)_ Q =WF (E FW- wQo Q r W�� Z' 0 N O �Um 2Q u7 WZ_W W — NW r- u7 O MM = W T _ o O C4 O Z�// T =�Z QQ LL Q � ►= JIQ .QZ_ > Z w l= O W :rn Cl) _ WW2 },.. - O U Z W WZF- C) W =off �l r, E �U W '0 M ff� 0 V � �°` d M M 'a. t p � O E o O o U ci N w Q:;� N C EM 7N L o V V a � 1,,-) WW 'VW ow of9° � Yz of �W uJ 2� z Of OOD_U°0,O — Ui> a wo wujzOROOmZ J QSoz�u oz2�oQ U OOVz z (DWZ -i 0-0YOz-o WV 0 a.W�Z �—o�V¢0 O¢ o =O Lu oQcz LL u_ O C4 Z 0 I— >_(/)00 M O CO LO �U�� Q W Ln 0� M aUQ00 Z W W J0 O 0 CV N d) " O � O No> W ' O 41 Z Z —ZO N � W W fn 0 Z) = ZWF=-Q r Q =moZ ULI t= v O III Z 3 J z W 0 Z Z 2 CV CD LU 3 W Q 7...� fn ZQ Z ■ ■ Z Z ~ O U OV� O W � Q Z Z z J W� o >t— LAST PLOT DATE 2 a May. 24, 17 Z O STRUCTURAL — J i DETAILS 12 (TYP.) VARIES INS (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. cni� I 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM 12" .N.0. 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.141 COMP. SOIL.( — (COMPACTED TO 95% MODIFIED PROCTOR I I III I 11=1 11=I I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W! 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c D 6 MIL VAPOR II � BARRIER TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %"DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND — 14' O.H.D. RECESS d z_ M� —J --- i —vl III -III-- ° a • .. 4" I I o0 a/ 11II1�1- SEE A/S3 0R J/S6-- 'Li1 111i;,1! 111 ' I11. FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 18" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE --\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D m ° D 11 IE I I I-1 p -I I Mil I rd I I I �I 11=1 I I —III 1 1 1-1 I I �I Dr (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 N WWF OR FIBERMESH o II Irill :- l8„ 1 1r�, _ _ 8" TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK "' ELEV. 0'-0" OIL ILa A.F.F. d. V d. a d... a A a a ELEV.-0'-31/2" A.F.F. p d a a 2x4 CONT. LL ° o a G v d - CD A. GARAGE DEPTH VARIES d GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 11 1"x P.T. STUD #5 VERT. IN FILLED CELL fV 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED GRADE u Z ° ° �D P° 00 ° ° I-1I1=1I1=III-1I1=1I1=� .D D D °D III —III —III —III —III —III- Z =1 11=1 11=1 11=1 11=1 I I—i I� g ° ° III —III —III —III —III —III N I III III_ —III III-1 � 1-1 � r . �n—III—IIII11111111111111111111II11�,III— FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV � M —III —1 I I I —III I III—� I C I 1- -11 60 I' I II I111111 , . '. 1�4111� r =1 I I=1 I -� I=1 I I I-1 1 1 I I I<. ._ . [ 1 III 1 1 1' SEE A/S3 0R J/S6 � -I l I1 j 1111111 I -1 1111 r FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4' (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �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 ° 0I 1=1 I 1=1 1-1 � 1/2"(min.)- 4" oo ( °� —I —I I MI I I- ' I� I I- 1I —_I 117 III III _ 1I1�11=1I1=1�1 III 1' (2) #5 CONT. I I ;,111 11111111_„I I ;III= 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL aC� STEP OCR SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 5/8"OR 112" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 5/I 2" (A 0. @ 00 ✓DOS�G�P��'� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ALL LATH AND LATH ATTACHMENTS TO NAILED W/ 8d COMMON NAILS @ 4" O/C BE OUT OF CORROSION -RESISTANT BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. MATERIALS SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. ROWS OF 2x BLOCKING ,Go (2) @ 2x STUDS @ 16" 0/C I THIRD POINTS INSULATION PER CHART ON SN1 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK SP SPT22 @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH EEP SCREED INSTALLED BAR PER MANUF. #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° ° ° Z D coo D FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 6 MIL VAPOR BARRIER -1 I I III D ° ' �111 I 1 -' #5 REINFORCING BAR R 17/s° - 11=1 I FE111=1 I rm. 1 11EHI I I=I 11=1 11-. Z III D - I I I I I1=1I I —III —III —III- � III=1I I —I 1=1I1=1 US I AP SPI ICF COMP. SOIL. (COMPACTED TO I II I11=III—III- 95% MODIFIED PROCTOR ASTM I=III=111=III=III- D1557) III IIIIII IIIII ,IIII IIIIIIIIIi 111-1 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB 010.1 0 CONT. BEAD SEALANT � a INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB c M 6 MIL VAPOR BARRIER IIIII IIIII 1 1 I III IIIII 1, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 ?N M WWF OR FIBERMESH �,, a ° K S3 REBAR DETAILS F SCALE: N.T.S. S3 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" 00 _ a I —III —I II-1 I I —III— I I—� 1 1—I I I 4 GRADE #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE I L SCALE:3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 v WWF OR FIBERMESH N I M E III III III; — d 117 :� 41 NII III III III„IIIII IIIII. a M l i _tSEE A/S3/J/S6 -III FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D rA CL 1—III=III—III g ' I-1 11=1 I I I I-1 �• w �I- TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. FOR WALL 3 @ 3rd PTS (2) #5 CONT. I I ON 3" CHAIRS 8" 1'4' (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#) _ 6x6W1.4xW1.4 WWF OR FIBERMESH r 8" I I —I I I—III-11 I I I III •III=III—III TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD d CONT. FOOTING STEEL MAT REINFORCING. r ' �o GRADE d d M = d c� w7=111=11I 1=1I1=1I1=1I1=I' Z w I �—I 11=1 d• —III—III—III=1 I w 0 0 "' = I I II I I I I I I I=1 11=1I 1=- - Z z • a• LL U— I -III III—III—III—III—III = _ OOTING IIIII—=II-- 0 BEYOND PAD REINFORCEMENT ' -� I I—III-1 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 LLJ ILL) o Z w w <C p LL Q rn o J Cn WWW = F- N N j2E Zp � Um w Z gQ NW 0 W W m �� ul = O O LL F- QUO �Q Q F- Z Lu F— W � WO0= F- O� U Z 11.0 ? ul � 7 W0E- wwt U)w W _ �'S HF=- o Q � O0 o W L C -OK U 'a7 M C 4 U) u _Q m cm C Al W � O u g } 0 D �_ s �g �V) w Q: ^`u" N� w rwV (D W ow ui wot- w�¢ of �gdYzw Z wf)��O��t�iU00,_j0 LL Q (� Q <ax-Zw ocojgoZow000no oZ2oOHQ~ 0 O Z U fa jcnww��nLLof< �¢ ow O ¢0w EP¢ - OQ o p2UQ Hw o�< a O CN Z w 0� > (n O 0 F_� M O Q w cy) 2CnLL'It CL co Ir- aU<� Z W w _j0 �� co 0 N 0 N d7 " O O r N� O > Lo O Z Z —ZO N Wwv� 0��o N o 0 LO '> Q Zw~'¢ � F- �� Q ~mOZ W (=�F-=Z v O 3: J Z Z� (Vw C O Z Z IL 2z- C)TI oo d w Z =Ln Z QZ Z U QUa _o W z Z Z w I v uj T_ 0 cm LAST PLOT May. 24, 17 DATE O STRUCTURAL J i DETAILS -MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND i FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER i SEE PLAN FOR SIZE CONNECTION i 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP V EVENLY PLATE -� 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (�Yp) SEE ELEV. 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 II 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID +POINT EVERY OTHER *� STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD 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. /� I AND FILLED SOLID W/GROUT B 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 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 21/4" DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S/� REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J ■��i■i��®��-4AU■■ o w�s� � s r�a.a• n� WA fro ■■ it . •' •• • • .- - • • � ' ' •' • ' • 17 milli 1111 on ■■III III■■ mil IIII� ■■EII MEN �IINEW lI IIII. �IIII IIII� ■■I�� III■■ �IIII III NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. 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 w w T 0 FORM CREATES CONCRETE RECESS TO 2x4 NOW 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 SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a .. a .. a a ° POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B/ BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL CL EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -� 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 VERTICAL JAM 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) FBLOCKING RUSS 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 a DOOR STOP w a o ° ° MOLDING U vz n 2x TOP PLATE T cn 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 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 Tom✓ 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 STUDS JACKS STUDS EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4'-9- (2) (3) 1 (2) (2) (1) USP LSTA30 9' -16' (3) (2) 4) (2) USPA0 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE'* HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 S4 BOX HEADER ONLY op°ooR FN�'�G (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE -2x STUDS TYP. -USP HTT16 TYP. U.N.O. SEE N/S ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT P.T. BOT. PLATE WALL HEADER DETAIL rQ SCALE: N.T.S. S4 -USP SPT4 SPT24 2X STUDS @ 24" O.C. A 1 !8"x1 0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P USP SPT4 Eo C C P.T. -ATE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. /-CRICKET AS REQUIRED USP SPT24 @ EA. STUD / 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP / CARRIER/GIRDER TRUSS = __ USP HTA20 @ EA. STUD •/ 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 10d @ 3" O.C. (14 > NAILS TOTAL) EA. SIDE OF • 4,9,,PLICE STAGGERED N G 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4) 16d TOENAILS TO OP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 USP n nor ar i •r SPT24 JF Jt 14 SP SPT22 USP SPT4 10 ST ST CD -' M. TRANSOM FRAMING SEE SECTION AA/Sl AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SP SP �T4 lx d . ° a 2X8 P.T. BOTTOM P TE - USP SCALE: N.T.S. 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 30LTS @ 24" O.C. v 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) "-1 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 SP SPT4 ° a a° CD) 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /- 2X BLOCKING O (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" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 0 BEYOND. - PLYWOOD PLYWOOD FASTENED TO TRUSSES 0 E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES g & 8" O/C FIELD PLYWOOD SHEATHING MASONRY Sp WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PT4 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 U) Q 2 W LLJ p a La Q co � > J fn N 5�Of Zp WOm 2Q ;Z^ w �W p 00 Lo =m0 HON Oz Da _~Z }z�z JW u_ 0 to � F 0 W AU-_ UZ~~ r ;' ;_ O Lo wZ W _Ill ;E HH z E (11 > 0 K o VJ Q N 5 m N u-0-0-4,, -- r co I` 0 : o = o C U � c 0 < ci •�,UW0_:;� 7W L cO EM rn wW w W< It wgyzw O�U°0wQm �10 Q ��NZ� Z) acnoO0F00m - icl < zz cLQnL Cl0 0oz Z YZ �OC °�F Q0w Of W� ma �J Ow o wo2UaU oyzg< wa 0 gQw I O N Z 0 F- >(O CM O Q co Lo ti QWQLo M �Ua00 z Lu W Jc:) J O co O N 0 N d) N C)0 O E O � Lo ' O Z Z O w cu WUr' U)N W 0 F5 INZ F-0�a 0) '— Q H zW W �moZ W p (,r Z � W Z w Oa2z U. N O w co 0 0� W Z � �Zz =Qz 0� se Z O U OUa o 1..1.�1 Q Z z z w C) w 0 ai >T-- LAST PLOT DATE May. 24, 17 O STRUCTURAL J i DETAILS USP HGAM10 W/ (4) 1/4"x1-3/4" WEDGE BOLTS & (4) SIDS 114 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 45' ± 24" MAX. ROWS OF 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" O/C MAX. PAPER BACK METAL 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST LATH (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 2x6 P. PARGE COAT OF CORD ATTACHED W/ (2)16A TOENAILS SILL CEMENTITIOUS FINISH wx 1 n r:� x 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" 0/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 14 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 j MOISTURE BARRIER STRAP MISSED VERTICAL WEB; USE S SCALE: N.T.S. S5 USP HTA20 @ EA. TRUSS MSTAM36 ON OUTSIDE VERT. WEB (24" O/C MAX.) SEE STRUCTURAL NOTES AND 7CKNAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL EA. OUTLOOKER TOP CORD BLOCKING \ 45°± FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYP. 2X4 KICKER @ 8'-0" O/C. 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ EA. END --,— GYPSUM WALLBOARD 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 Wl (3) 3/16"x 2 1/4" TAPCONS. SECTION 2 SCALE: N.T.S. Srj REFER TO SECTION TL 1A ON SHEET S5.1Qj T FOR X-BRACING, AND M TOP CHORD N ;o 0o BLOCKING `O INFORMATION 1 1 WOOD TRUSSES 00 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL O/C W/ 2 -16d TOENAILS @ EA. END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. o SCALE: 3/4"=V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( O 2"x4" OUTLOOKER @ 24"- O.C. W/ (2)10d PER JOINT IINIMUM 2x ;ROSS BRACING SEE PLAN FOR OCATIONS) J 10dx3" O/C TOENAIL 6" 0/C W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT �.,,. , ,,......... .... .. .......,..... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL RUNNERS 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. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL — NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16-d TOENAILS SEE STRUCTURAL — NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24' O.C. 2X4 CONT"L" BRACE FASTENED W/ (2) 10d 3"@ 24" 0/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 CEMENTITIOUS 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 BLOCKING 2x4 LEDGER (MATCH BOTTOM I CHORD SLOPE OF ADJACENT 2x4 "T" ON TOP OF PANEL TRUSS) BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION 3 SCALE: N.T.S. S5 BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/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 2x4 OUTLOOKER BACKNAIL W/ (2) FIRST FOUR ROWS SEE STRUCTURAL 16d NAILS °� 24" 0/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 @ @ 48" O/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 NBE 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 STUD WALL SEE TYP. SEC.)TEXTURES ( 2x4 "T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES (2) 16d NAILS W/ 10d NAILS @ 6" O.C. ED 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 r— k'-� SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION g SCALE: N.T.S. S5 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 2x4 BLOCKING W/ (2) 12d TOENAILS 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 LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-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" 0/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN 0 z w _- 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 7' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C� TYPICAL 16d NAIL GABLE TRUSS WEB SINGLE "L" BRACING DETAILK 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACEr7 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. Cd _ wCi 0 o v 0 Z O w ' w "v m - 0 cal v ' 0 w o o o' X Q o NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL L 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 () Q = W w 0 Z w Q WQp J jj75 = o N w w W H CV w 0UU ow QLu r- � ��co 2 cn Cl OZ Lo F— X�—Z o a Q }zO :3w >o \ w L ` HOW Z� UIn `ZF \ _ o �� _ �� w w�5i- LO w o =0� HH Q V) 4) E O W L .p cl } "' f' % M AVAM� — L c )i W B 8 _0 = 0 u-S R Q L v a° .N w Q:;T oc)o E� W L 0 1 a 'a W �u IllUj ~afig w0~ § ~ zaf Wm z OOQLLJ n oXJof QZu-u- J Qu mODHQQQ � �CL > zowwx¢pwaO p�U�OZ ww¢o2�~ w0 O0� o ¢ oQz LLQ 0 ¢LL O zw 0� > (n O M0 Q co Lo U) ti cli 00 Q U Q ~ Z Luw� J O O 0 N 0 N N 4 O o 1 �0 L 0 > Lo 1 O Z Z O N wvr-> 0 =) N z � 0 a- O W F- Q =�^^ (<� V W~w vJ Q =m0Z O 3: —1 Z �2ZW O-12z Z Z (V O w 00 a w m Z � Z 0z =Q Z O U 0U� o m � Q Z S5 Z Z W J w 0 o LAST PLOT DATE >-- m 0 May. 24, 17 Z O STRUCTURAL — J i DETAILS INSULATION - BAFFLE INSTALLATION PER CHART ON SHEET S3 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR GRATER & (2) LAYERS TYPE 1(#15) OR TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH BETWEEN 2:12 & 4:12. PER FBC R905.2.7. PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS O.C. MAX. 15 LB ROOFING (SHINGLES) -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 2X BLOCKING @ EA. WALL SHEATHING JOINT FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS W/ (4) 16d TOENAILS TO TOP PLATE a 0 `n 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ 2 10d 6" O.C. () @ METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 314" PLYWOOD DECKING GLUED AND NAILED W/ 10d Z) W LAYER 118" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER CHART ON SN1 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C 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. J** FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" - GYP. TYPE 'X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C CEILING & 8' O/C WALLS 1/2" GYP WB INSULATION PER CHART ON SN1 NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M ui LL v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE C a E N c < . FINISH GRADE 00 M ' I —III =III —III —I I I eE1II—I I-1 I III —_— °° 6x6 W1.4xW1A I I —I 11=I I I=III—I I I I° °° 1 1=1 I I —I I MI I I I I I a III1 —III—I 11- z T WWF OR FIBERMESH _� I I —III —III —I I Ed I �- "-'='T' "--STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR 41'I "'II" 'I I I (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2—STORY WALL SECTION SCALE: 3/4"=V-0" USP LSTA24 STRAP W/ 8-1 Od x 1 1/2_ NAILS TO STUD 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-10d x 1-1/2" NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL, BAND JOIST *USP MP4F @ 24" o.c. w/ 12-8d NAILS 1 st FLOOR WALL 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 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 2"x4" CROSS BRACE @ 48" O/C FOR THE 1 ST 2'-0" OF END WALL W/ (2)1Odx3" @ EA. END INTO ZV" BLOCKING FEND SHEATHING TO )F BEAM OR GIRDER iTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. SPACER BLOCKS 'T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/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"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSEI FLOOR CONNECTION TTACHED WALL SHEATHING ONTINUOUS TO BOTTOM RIBBON // 8d @ 4" O.C., 2 ROWS STAGGERED (4 RIBBONS, EACH W/ 4-16d AILS INTO EA. FLOOR TRUSS JEEP SCREED (STALLED PER. MANUF. SP HTA20 @ EA. TRUSS !/ 10 - 10d x 1 1/2" NAILS INTO FLOOR RUSS & MIN. 4" EMBEDMENT IN 0 BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (4) 1/4" X 2 1/4" TITEN SCREWS TO MANSONRY f� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TR (3) 2X4 B.U.C. U.N.O. REFER TO B.U.C. DETAIL 8/S5 FOR NAILING INFO 8 -10d NAILS TO STUD PER STRAP SYSTEM MSTAM 36 MASONRY WALL SCALE: N.T.S RIBBONS LL S6 DETAIL (FLOOR TRUSS) O SCALE: 1 1/2"=l'-O" ��S6 NOTE: SEE TYPICAL WALL SECTION SEE SHEATHING 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. =X TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH C e" s 0 ° °° I — III —I I -III I—III-1 1�1= I-1�1 I I- ICI_ -III, ; ICI 1=1 I I -III -III -I I 1=1- (3) #5 CONT. ON 3" Il 11i 1i1-1i1—iii-11� I` If 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=T-O" ADDITIONAL SLAB INFORMATION. S6 2 - S.P.F. #2 CONST. GRADE TOP PLA' SPLICE MIN 48" APART NAIL ING 1 OPENING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING C O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL E © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL ©NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ONAIL INT. AT 6" O.C. W/8d COMMON NAIL )OR SYSTEM (E)STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL F NO SPLICE @ HEADER - NAIL SHEATHING TO IF FULL HEIGHT SHEATHING (FROM TOP A HEADER W/8d COMMON NAIL@ 4" o/c OF TOP PLATE TO BOT. OF TRUSS) NO JOINT BLOCKING IS REQ'D. SAME NAILING 2x4 P.T. BASE PLATE * 15/32" EXP 1 OR 7116^" STRUCTURAL 1 OSB MIN. PLYWOOD SHEATF PATTERN REQ'D I A I A I , /%„r . T, ,,. , /\ 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 1Od NAILS @ 8" O/C TYP. - DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END 1' 4' (1) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP LSTA30 9'-16' (3) (3) (2) (3) (2) USP LSTA30 � 1 S4 BOX HEADER ONLY LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH 5 ° ..4 e 04 ,a 11 -1 I =1=1 I I I I a ° ` ° 111�I� a Q .. I III=1 (3) # 5 REBAR ON 3" CHAIR 4^ 114" W/3" MIN. CLEARANCE ALTERNATE FOOTING SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 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 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 FINISH GRADE I-1 co @ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. =W H wQp Q ~ J � w a W = H N > of woUU z p N in WZW 2J NR., = o co 0 H0 �Q =~z H0- F- 4Z >w HOW_ Wes_ Wpm �O ZC Uz`o..� co Z W � W = o H-I-- Q �1 E � W (h Q p MN m N o' V -Q c" A' Y/ E F L O �0 28 T� v! 0 U- 8 Do Q C) .N .i � UQcN c L o EM O co a W W (� W pw pj wOF- w�¢ wMuj -1 w�Yzw Z wO=_ J<oQw<'002_j0 aQ D00J¢ZLLL�it �Z�_jp~aQ Z) ��a j55wwulcnLLit¢p 2 cn Z LL a~w0��FnZ�wo�0 ow w a. < Q z 0 Z) p �QLL O N Z W 0� > (= O z Q(MO co LL U � QWQL? 1M Q >- Q 00 z V F- w W J O CO O N 0 N O N d' O C O 1 �0 L 4 N 0 > Lo 1 O z z -z0 N W W fA ��0 N z Fora �'> Q rn V ZWF-Q W F �- � Q �mOZ W Jz I..L (jztw �! >-2ZW Nw � azz Og2W C) Q TI �zz QO Z z U QU� _O W Z S6 Q z z J 0 WT_ 0 LAST PLOT DATE >r-- 0 111 May. 24, 17 Z O STRUCTURAL — J i DETAILS -MONO 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 2 x 8 45" DIAGONAL 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 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 P.T. TO SHT. SDW2-K1 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"4� 1 X 4 FURRING)TR 3/16"0 X 3" LONG TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRYTHROUGH �� 1-1/2 DETAIL MASONRYTHROUGH 3" DETAIL 1x4 P.T. & lx8 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 4 112" 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. III,SS 1/4" MAX n 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 8d NAILS AT 8" O.C. AT BUCK (4)10d NAILS 7BLKG! 2 x 8 BRACE/ 7/16" OSB ARCH PANEL CUT HPOLY (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 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 ri SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B EMBEDMENT INTO .) �1/4" MAX 2'-0" 8" tr BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2x PROVIDE 2 x 8 DIAG. BRACE BTWN-, PROVIDE (2) MIN. CONT. W/ (3) VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH TO BE INSTALLED BUILT BUCK - SCRIBE (NOTCH) BACKSIDE E (NOTCH) 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B—B SCALE: N.T.S. SS PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB, (TYP J STD. 90' HOOK (1 +5A NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 945 # FOR 1 STRAP / = 1890 # FOR 2 STRAPS 1-PLY PRE-ENGINEERED TRUSS y; USP RT16M W/ (8) NA11 NAILS & (6) 4' x 21" TAPCONS _ _ •' (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 12" NAILS AND (4) 4' X 1 4" WEDGE BOLTS [ (1) STRAP =1225 # , (2) STRAPS 2450#]) BOND BEAM OR CAST - IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) -12d NAILS 2X6 TO 2X4 USP RT3A — JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 oor #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL - REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" F.F. D I=1 11=1 11=1 11=1 11=1 11= gD ° — I 1I—IIIIII—III—III=III ' =1 I �--� I I- D DIII—III—III- IIIIIIIIIIIII GRADE D ' l> ° Dill 04 ° C7 P z_ N 2 •D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN kR YP.) fHE S 907 TRUSS 2X4 SYP EACH TRUSS CONNECTOR — SEE LINTEL—/ SCHED. 1 IAIAnnCOTADI 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)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD 'TN PLYWOOD SHEATHING ® r BLOCKING AS 0 i TO IPPO is .III-RT \ lives._ SOFFIT / CENTER SOFFIT PRECAST LINTEL �// SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" =1'-0" SS ��-ly�iij► N p 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)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 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" SCREWS INTO BAND JOIST & (4) 3/16"x1-3/4" WEDGE BOLTS INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 1 ,-011 5'-0" INISH FLOQR ° ° P #5 BAR CENTERED W/ A> 97 Ff IN TOP c _ P KNOCKOUT/ c4 ° CHAIR BLOCK MONO FOOTINGj;jE--1 D SIZE AND REINF. PER PLAN i D o AND SECTION DETAILS -TItl CLEAN FILL Il." D DIRT z m STANDARD o #5 BAR IN 90' HOOK iv FILLED CELL -;- -o °�,� a �� STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR 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 2 FILL CELL FULL HEIGHT W/ u- v NON SHRINK GROUT. o a A ~ g U Z 5X6'EMBEDDEDINTO EXISTING FOOTING N N DRILL 3/4"X6" MIN. HOLE / SET BAR IN EPDXY IJ— EXISTING FOOTING RETROFIT FILLED CELL DETAIL 2-#5X6' IN CONC. FILLED CELL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. =w� Lu 0 Z w ❑ Q U)o > > J fn 2 N wo Zp 0J N 0 Wco u N W w 0 w� 00 HLID — 0 �v Q � Z �Z u-¢ ❑ *k w < H ❑ - %aZ > Z w u- =) 0 ir- U- _ i9 di, 0 w❑� U Z z- ' ti WQ w -r =p� T Q E ^1 N O .QO M M N 4) N 7 N V Q �M m co t co u 8 TZ1 O u- g Q U Ci .N U w 0-4 ; cl M 7W L O0 a .0) V ^ -0 N W w ow W0� W H Q �� >� w z w Z <0>w<,0❑O-Jo LL Q Q U QO)(J <o z ,�ozm�¢p< U) wo g o Z R o owa5w m o z U ('1 0 (D o -ona-�zya1`— 0W a 0 Z <p< Wg F mWomU0¢ s o�Q9 o¢ o LL O O N Z Lu 0 �— >_ tu)o 0 M O H o Q fn MLL U) ,�^ W Q In M Q >- Q 00 H Z ULu Z J O (o o 0 N i N " O 0 0 N(D 0 > ' O Z Z -ZO N W0 wwvn Qm - 0 Na)a '— Q Oa=Q ZLo �~� H� Q ~000Z u"' �z3:J T� �mzx N CL Z Z a C:) O w T z Q T� Z Z T- F-U U:5 Oo COF- Q Z ss Z z J V w 0 04 o LAST PLOT DATE > May. 24, 17 Z O STRUCTURAL J iDETAILS—RETRO FIT THEN WRAPPED AROUND STUD (USP MTW 12) PLAN VIEW SCALE: = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4' AND -1" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-ArT STRINGER CONTACT POINTS E 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 syp blocking strap (U 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 2' = 1'-0" STRINGER MUST MA CONTACT WITH LANI 2x4 CUT G� DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS CTION VIEW "A" 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP B IN WALL 2x6 SYP SCALE: 1" = 1'-0" 2x4 PT NOTCHED IN AND NAILED TO FL( 2x4 CUT ON BEVEL AT STRINGER CON - DOES NOT BEAR IN WALL SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED 4" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 4 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP 0 BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'4" NGER A SLUED NAILED SECTION D-D SCALE: 1" = 1'4" zz,xz 3/4 PLYWOOD ON DECK H Zr -2x8 SYP GLUED AND NAILED TO FRAMING 2x4 SYP BLOCKI FOR 2x12 STRAP SP 4 TREAD MTW 12) GLUED A J AND X NAI LED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING W ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (USP MTW12) BEHIND RISER SECTION VIEW "B" SCALE: 1" = V-0" R -3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO RISER AND TREAD 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ -1" X 2 4" TAPCONS @ MAX. 32" O.C. TREAD GLUED AND NAILED TO STRINGER )RAFT P SYP DRYWALL STOP ST NOT TOUCH LINGERS 4 BLOCKING FOR 2x12 4 PT UNDER 2x12 SECTION VIEW "E" E SECTION VIEW SCALE: 2" = 1'-0" SCALE: 1" = V-0" NOTE: REFER TO STAIR DETAIL ON ARCHITECTURAL PLANS FOR FIRE BLOCKING LOCATIONS AND SPECIFICATIONS. 3/4 PLYW ON DECK --2x8 SYF AND NA FRAMII` 2x4 BLOCK C� 2X4 CUT ON BEVEL GLUED AND NAILED TO LVL 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER_-//7\ SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" TOP OF STRINGER CONN. TO BOTTi OF NEWEL POSI PER CONTRACT, dmr" GIRDER PROVIDE SOLID BLOCKING OR 1 a x 16" VL BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST SECTION VIEW "G SCALE: 1" = 1'-0 ll BLOCKING 11 SCALE: 1" = V-0" J 1 /AIM UUNO I KUU I IUIN Ur- I /AI LJ (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, 4D NAILED TO WALL BELOW JOINT -TO )ISTS) 2X USP (' lu POST LET INTO _OCK DE ING 1X8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES ECTI ON VIEW "H" SCALE: 1" = V-0" =w� F- W Q p Q � ~ o _ Wa cq W = F- v � of0( �w N NW 0 >Zm W =mom � UJ �0 Co O HOB OZ ILL QI-Z !- 0 - QQ Q Z Q Z �� w SOW ALL-_ W C) Z_ 2 O CO w Z H W F- 0., : A' h ^, E � M W i ,= VJ u 0MN m 4— Via- u � c. cn U _ /11 i t O °gig �< �s �N w �� W L Co E� rn a 70 LU 0 W m w u) uj Uj wF--Q Qr _j WQ'2YZI z - 3t VO��Q Q Q V QDJU) <(3X ZLLLL0zm0C,F-¢Q Oa0Qf9OZOR00mzz U 0 O ��Z (Da j�ww�- Q�wOg��IL ZgW;32Q U- ¢p � Ow o Z) 0Qz�q¢ u.¢ 0 �¢u. O N z O� > (n O 0E-: cn M CQ G LL � Q Ill Q Ln M Ir- Q°0 zUH W� w J0 O 1- T_ 0 N i CV o NI� tiLO O Z z O � W N Cu Wwr>- !q U =) N \� z �o�a LO (nv H F- � Q ~m0Z �I�"u/ I..L (9Z J T� >- 2 Z W O Z Z N w 000 a. w Q T� CnQZ ■ Z Z F- O U OUa 0 W a Z ST0 Z Z W J 0 w LAST PLOT DATE a 0— May. 24, 17 z O STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F-C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGHT = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 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 S. 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 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: T-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 4AST-404" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-0B 8F16-0B BF20-0B 8R4-0B BF28-0B 8F32 OB 8F81B 8F12-1B SF16-IB 8F20.1B 8F24-1B 8F28-1B 8F32-1B 2'-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 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 0 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 13686 4249 1663 3090 5365 7547 (36) 7342 19 8733 (19 10127 (19 T-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (45) 6036 19 7181 (19 8328 (20) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 1 2177 3480 5381 8360 10394 3 8825 14 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6412 1 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 (3D 6390 4 10'-6" (126") PRECAST 475 535 890 1247 2093 27 25 36 643 1052 1533 2093 2781 3643 643 ( 38 ( 4754 45 1V-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 14006 582 945 1366 1846 2423 3127 14006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 1 420 750 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 1 250 1 450 1 654 884 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 CAs7'-CReT! SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6.OB 8RF10-0B BRF14-08 8RF18-0B RF22-0B 6-0B RF30-0B 8RF6.1B 8RF10-IB 8RF14-IB 8RF18.1B 8RF22-1B 8RF26-IB 8RF30-1B 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 1 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 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) 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CA:T_CRe" SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 Y-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 1 763 1365 4'-6" (54") PRECAST 592 591 1 1057 5'-4" (64") PRECAST 411 411 734 5-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 1V-4" (136") PRECAST 260 452 152 i 12'-0" (144") PRECAST 244 1402 135 13'-4" (160") PRECAST 217 324 109 1 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED i N.R. 284 89 PRESTRESSED N.R. 259 82 17-4- (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR S" PRECAST w/ 2" RECESS DOOR U-LINTELS C�-CR� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 REINF. CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 T-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 < 1.0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 44ST-404" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12.1T 8F16-1T 8F20.1T 8F24-IT 8F28-1T 8F32-IT 8F8-2T BF12-2T 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 5'-4" (64") PRECAST 1016 1632 2290 2949 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 T-6" (90") PRECAST 727 (23) 1021 1634 (12) 2102 (1 2571(10) 3039 (10) 3508 9) 727 1166 1634 1 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181115 2152 (16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914(15 1185(15 1458 15 1732 (15) 2007 (15 530 1 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 (15 1034 (15 1272 (15 1510 (15 1749 (15 494 599 1028 1 1422 1738 2053 2369 12'-0" (144") PRECAST 470 (9) 441 723 (14 936 (14 1151(15 1366 (15 1582 (15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 416 15 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 1 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14' 246 390 655 968 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 M 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 (12) 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 (1 546 12 646 12 746 12 166 261 424 616 831(8) 1057 14 1225 (14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 J13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113 997(13"1 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4cAST-*w4" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-lT 8RF14-IT 8RF18-1T 8RF22-IT 8RF26-1T 8RF30-IT 8RF6 2T 8RF10 2T 8RF14 2T 8RF18 2T 8RF22 2T BRF26 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 1 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 LINTEL PLAN (G) UNIT'1871- 1ST FLOOR PLAN 1/411 /4" = 1'-0" (F O c ) POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE 0-- u ° UO o UO0 ° o 0 8F16-1B/0T 8F16-1B/1T 8RF14-1B/0T O 0 0 o -- o ° U8" PRECAST LINTEL W/ ((1� #5 HOR CONT BAR & (2) COURSES OF $' K.O. BLOCKS O0 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. J = - ��N+QC1 V - w #5 REBAR AT a L 0O � z BOTTOM MIN. (1) c5 O ^ REQ'D Ln zo w 16 GAUGE POWERS � STEEL BOXED oc a 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 J - j J - z F- a Z = o 0 7-5/8" ACTUAL 8" NOMINAL WIDTH TYPE DESIGNATION - #5 REBAR AT TOP MIN. (1) REQ-D -1/2" 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/iT NOMINAL WIDTH NOMINAL HEIGHT- REBAR OF #5 REBAR AT TOP (o J Q 2 W w - 0 Z w W Q p w U I r p waLU W 2 Z N ft0UU Ow LO wZm >W� NW -� O 00 2 03 d' o OZ F-°� = H Z oa Q F- p - JW z �� F-Ow LYLL_ 0(1) 2 ;O W ph UZW ZF- �W 0 W Z 0 0 w C') F- U _LU� F-F-Q SIN W > O F' 0 _W L r 011 u 4- DV> V Gf ^co Oo m co c C t O W0 2 cUa�°� •Ln Lu CL� W L cO E L1.T W f/j W O F- W H Q w T gQ Y Z w Z It It02 -j Q0<w<LEu00 Of J _0�� Qj0 O<C)�OZzF-Q OCl(/)w9OZ0m00mz 0 QJ WWoWWW-ww J¢a0WQ0 WOw0 D0Z LL QOW��zZ :3 �W 02U Q C) z� Ow- a LL. Q O Q LL. O CN Z W 0� > (n O 0 cM 0 � 0 Q LS , LL z Q W Q U-? w CL M 00 ) O -0 Z Z -ZO N 0o�o W W (7) N � z �U.a v F- W � Q =mOZ H = Z W LL _(Dz�w Z T� �2zw a.ZZLL N OW DO �a�w L Z Q T-"I Z Q O • Z ~ U vg O �- m 11- Q Z w W� 1 71ZWz o V- LAST PLOT DATE M 5?4241717 Z-1--+ O STRUCTURAL - -J DETAILS REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(I)#5U (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" V-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3'-6" 2'-Z' 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 N-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-T 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5-1a' 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 64' 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 796 1454 1454 1435 1435 7-6" C-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'Z' 6'-8" PRECAST (2) D4.5 WIRE 2) No. 4 581 1062 1062 1048 1048 64' 7-T PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9.4. 8'-T PRECAST (2) D4.5 WIRE 2 No. 4 467 1 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2) No. 4 398 727 727 582 718 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 355 649 649 489 649 12'-0" 101-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" ill-2" PRECAST (2) No. 3 (2) No. 5 312 570 570 391 570 13'-4" 12'-T PRECAST (2) No. 3 (2) No. 5 287 525 525 337 525 14'-0" 12'-&' PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 (2) No. 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 (2) No. 4 174' 164Y PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 (2) No. 4 19'4' 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 (2) No. 5 N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 (2) No. 5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7116 strand + 24'-T 27-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED a: DETAIL "A" DETAIL "B" DETAIL"C" DETAIL"D" TYPE DESIGNATION OF *5 BAR S- OLD LINTELL/ I LOWQUANTITYER.-CAVITYAT [8x1I6-P-1L/1IU] NOMINAL WIDTH) J `- QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER UNTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#51-(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL')' DETAIL'H' &'J' DETAIL'K' 2'-10" 1'4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'4" 2'-Z' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3-7' PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 54' 4'Z' PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 1 5402 5641 6'-6" 5'-T PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2' PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2) No. 4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1 1881 2139 10'-6" 9'-7' PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 1 Y-4" 10'-0" PRECAST (2) No. 3 (2) No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2) No. 5 1232 1232 849 1232 14'-0" 17-8" PRECAST (2) No. 3 2) No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 (2) No. 4 15164" 14'-0" PRESTRESSED 2 N3 ()o. (2) 7/16 strand + 1291 1291 775 1270 (2) No. 4 17-4" 16'-0" PRESTRESSED (2)No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No. 4 19'-4" 18'-T 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 22'4)" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 2) No. 5 (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. 5 642 642 306 599 +..:.f t_. t DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL -] I LOWER UNTIE. CAVITY [ I8x 1 6-P-1 L/ 1IU] NOMINAL WIDTH) J ` QUANTIFY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL 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 LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF DETAIL'DE' &'DF DETAIL'DG' 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No, 3 3764 6455 5637 5637 4-9' 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'4' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5-8" 4'-4" 4-9' PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 T-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9'4" 8'-4" 8'H7' PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P -PLAIN UNTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 I LOWER LINTEL CAVITY [I8x16-P-1L/1IU] NOMINAL WIDTH] ` QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L #5U 1 () #5L 1 1 #5U () () (1)#5L (2)#5U #sL#SU (1) (1) DETAIL'E' DEFAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-Z' 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 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 5'4" 4'-0" PRECAST (2) D4.5 WIRE 2) No. 3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2787 3088 3369 3369 6'-6" 5'-Z' PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6'-Z' PRECAST (2) D4.5 WIRE (2) No. 4 1992 1992 2112 2112 7-8" 6'4" PRECAST (2) D4.5 WIRE (2) No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1411 1411 1319 1489 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 1 F-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 992 992 751 1035 12'4" 11'-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'-4" 12'4" PRECAST (2) No.3 2 No. 5 859 859 591 896 14-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 804 804 529 838 14-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 2) No. 4 154' IX-T PRESTRESSED (2) No.3 (2) 7/16strand + 1095 1095 551 887 (2) No. 4 174' 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 (2) No. 4 19'-4" 18'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 (2) No. 5 20'4" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 (2) No. 5 21'-4" 20'-0" PRESTRESSED 2 No. 3 () (2) 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" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION UNTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTELLOWER LINTEL CAVITY [ 8x 1 I6-P-1 L/ 1IU] NOMINAL WIDTH] J ` QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#51-(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" F-6" PRECAST 2 D4.5 WIRE 2) No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 1 10000 10000 4'-0" 2'4" PRECAST (2) D4.5 WIRE 2) No. 3 10000 10000 10000 10000 4'4" 3-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-T 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'-1Or' 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6-6" 5-T PRECAST (2) D4.5 WIRE 2) No.4 6871 1 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 4693 4693 3976 4661 T-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 11'-4" 10'-0" PRECAST (2) No. 3 2) No. 5 2082 2082 1590 2082 12'-(Y' 10'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 1 V-2" PRECAST (2) No. 3 (2) No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 1 -8" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 (2) No.4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 (2) No. 4 17'-4" 16-0 PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 771 1264 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 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" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 877 877 501 966 (2) No. 5 22'-G' 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 (2) No. 5 (2) 7116 strand +(2) 24'-0 22'4" PRESTRESSED (2) No. 3 No. 5 740 740 393 772 TYPE DESIGNATION P :SOLID LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8xl I6-P-1 L/1 U] NOMINAL WiDTHJ J L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER UNTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DY DETAIL'DH' &'DJ' DETAIL'DK' 31-8" 74" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2'-8" 7-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-Z' 2'-101' 2'-6" PRECAST (21 D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'4" T-a' 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'4" 3'4' 3'-0" PRECAST (2) 04.5 WIRE (2) No. 3 2990 7025 6382 6382 54' 4'-4" 4'4" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6'-8" 5'-4' 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 T-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ I- QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x16-P-1L/1IU] NOMINAL WIDTH) I ` QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL SECTIONS R402.2 & R606. 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 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2010, RESIDENTIAL) SECTION R606.14 OR FLORIDA BUILDING CODE 5TH EDITION (2014) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: E (PLACED IN FIELD) ( ) 2" 2" (1) #5 CONTINUOUS REQ'D. = PER STRUCTURAL PLAN bo co °D 7/32" STIRRUPS AT 4'-0" cc rn (TIED OR WELDED) LO Ln '� BOTTOM BARS N SEE SCHEDULE MIN. MIN. 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" Co co � Ln Tn [V 111/$" 111/2" 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT N-0" cc (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5' 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#51- (2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" Y-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6'-Z' PRECAST (2) D4.5 WIRE 2) No. 4 6266 6603 4891 6909 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2) No. 4 5430 5524 4236 5756 64" 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'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 1 3021 2320 3118 11'4' 10'-0" PRECAST (2) No. 3 (2) No. 5 2699 1 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 2436 2436 1727 2436 12'-6" 1 F-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) 7116 strand + 2413 2413 1338 1974 (2) No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 (2) No. 4 174" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 (2) No 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 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) 7116 strand + 1023 1023 576 1121 (2) No.5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 W:J DETAIL"Q° TYPE DESIGNATION P :SOLID LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL -1 I LOWER LINTEL CAVITY [8x] I6-P-1 L/1 U] NOMINAL WIDTH)IJ L QUANTNY OF #5 BAR AT UP NOMINAL HEIGHT PER UNTELCAVTY 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' 3'-8" 74' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2" 7-10" 74' PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 54' 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 T-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 1 2036 TYPE DESIGNATION P - PLAIN LINTEL r RIIANTITY IF #5 BAR AT S - SDLID LINTEL -1 I LOVER LINM CAVITY [8x16-P-IL/IIU] ` NXNAL WIDTH RLMMY OF #5 BAR AT NQIOIAL HED GHT TIPPER LINTEL CAVITY LINTEL PLAN L 0 U 0 UNIT '1871' - 1ST FLOOR PLAN 1 /811 = 1'-0" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'4" 3'-0" 2'-T 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" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6'4' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 •..•' �. DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 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'DO' DEFAIL'DP' DETAIL 'DO' &'DP' DETAIL'DQ' T-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-0" 2'-8" 74" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4'4" 3'-0" 2'-8" PRECAST (2) 04.5 WIRE (2) No. 3 6149 10000 8604 10000 4'1" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 6-8" 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 T-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 T-8" 814" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 P -PLAIN LINTEL/ QUANTITY IF #5 BAR AT S - SRID LINTEL rLUM L]NTEL CAVITY [8x1I`6-P-IL/IIU] MIDIAL VIDTH�J WMTITY OF #5 BAR AT N� HETENT LPPER LINTEL CAVITY TYPE DESIGNATION P- PLAIN UNTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [8x1 6-P-1 L/1IU] NOMINALWIDTH] J ` QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS TotGi Length Type 8"x8" PLAIN 8'k8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 N-6" Precast 858 2635 4-T Precast 810 2459 54" Precast 663 1940 5-10" Precast 583 1624 6'-6" Precast 486 1396 7-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'4" Precast 156 600 11'4' Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-T Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 174' Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-T 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 Q = W CC W ❑ Z W W < 0 U) o wdW W I - zo v (V Ix 0 U gW > Z m (f L 1) O 3: M OZ t`�� dQ ;J❑, a =�Z }ZO >(1) W LL ❑ ❑ W In 2, U❑H Z_ \ 0 Z W <W W 2 1- U` 0 Q ❑ =off a LO ^` F W L '0 Cl v0 CON m N N u m a M A� E r p r/ 0 2 8 _Z) Do �• O S Q V V 1- a _u w W (� ❑L W F-X_j cO f Wa zH �� XOt0�J0�iU Of Q U ¢QZ J ::) 0ZO-Z20~Q ❑�` 60 Z dZYDzWO" ZLL0I O❑U) a. QOL2YQ¢Q OQ ❑ ❑QQW H LL O O N Z O I- > (J) O O M O Q u) M LO C� G Qw<Lq F_ d co r <UQao Z W w� J0 O O N i N O1 N L Na� O > U-) 0 Z Z - Z C) N W 0 Lll W C) UoiE0 NQ >_ Q Oa=Q (n Zw~�_ r� Q ~mOZ Lu F- = Z Ztw 3: J �o// >' IY 2 T� 2ZOf 0¢2Z LL N w 00 Ua}W Z T Q ■ ■ Z O Z U Ua 0� F-co !Y Q z Z S 12-1871_j _ ui CD -r- LAST PLOT DATE May. 24, 17 z+-0 0 STRUCTURAL DETAILS (L) 17 I I i I 'lIII I '' USP Stock No. A3 Florida Statewide Product Approval No. FL17244.1 Evaluation Report Basis ESR-3455 Simpson Stock No. A23 Florida Statewide Product Approval No. FL10446.2 Evaluation Report Basis ESR-2606 H D210-2 F L17232.3 ESR-3445 H U210-2 FL10655.20 ESR-2549 H D212-2 FL17232.3 ESR-3445 H U212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 HD216-3 1`1_17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 H D28-2 F L17232.3 ESR-3445 H U28-2 FL10655.34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 H D0410 FL17241.5 ESR-3444 H UCQ410 F L 11468.11 SIM200804 HGA10KT FL17236.6 ESR-3448 HGAI 0KT FL11470.4 SIM200803 HGAMIDKT FL17699.1 Evaluation Report HGAM10KT 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 HTT5 FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 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 HTW30 1`1_17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 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 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 H US210-2 FL17232.7 ESR-3445 H US26 FL1 C655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 H US26 FL17232.7 ESR-3445 HUS28-2 F L10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 F L10655.104 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 J US24 F L17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 J US26 FL17232.12 ESR-3445 LU S28 FL 10655.113 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 J US46 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 LTTI31 FL11496.3 ER-130 LTS20B FL17219.3 ER-0200 LTS12 FL10456.29 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 NFM35X16U FL578.3 Evaluation Report GLTV3.516 FLIG667.8 ESR-2615 PAU44 FL17239.13 ESR-3449 FGTR FL11473.2 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 P H D2A FL17219.4 ER-0200 H 1 F LI0456.5 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 1`1_10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 RT5 FL17236.11 ESR-3448 H8 FL11470.3 SIM200803 RT7 FL17236A 1 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 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL1045C.47 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH8 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 SPTH8 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 HDQ8-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 THD612 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 TH DH414 FL17232.18 ESR-3445 H H ETA20 F L11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 UPHD8 FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if 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 the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Numbe hs) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThennaTru Premium, Construction Series and Benchmark FL15225A +47.0/-47.0 psf ThennaTru 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 W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.01-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/-55.0 psf General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 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 1550/1570 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 Undedayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Undedayments 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 FL16588.1 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 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm 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 chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek 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 NIA 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. PowerBOX8 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 fallowing 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 the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Q Q i _ CU O U O 0- 0-0 O C (id 0- .CM U N N QL O Q Q O U_ C O M Q U) (DL Q 0 O .� U) Q Cn z�CD VJ(( O o CL O W ICU W O L W� z � z Q J d SHEET NO. PA 1.0 I I I I III r sE I_ I _ N Cn -Cu N a--r U N OL � O CcL Q s` tU -0 � Florida Department of Business & Professional Regulation Page 1 at2 Florida Department of Business & Professional Regulation Page, w 1 - a-4 N V � N �_• Building Codes and Standards 9n_Ot7 Building Codes and Standards 9n..o<� 0 c - N Florida Department of Business & Professional Regulation Pagel of2 W U Product Approval Application Detail Product Approval Application Detail Building Codes and Standards vsrzon O - Oo i _ O F�S000-R2 Product Approval Application Detail 0 � O FLJi15225 R3 Code Entityor Date Date Date Pending Date Code Tyne Versio Manufacturer Entityor Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status FL#t5332-R3 Products (� O '� CU j Type Versio Manufacturer Contact Engineer &License Validated ev Validated Submitted FBC Approval Approved Status Q Revision 2014 n Therma-Tru Corporation Rick Wright National Accreditation & Ran J. King- P-E. 9 y - 06/28/2015 06/13/2015 07/05/2015 Approved Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P. E. Ryan J. King, P-E. n-` 06/28/2015 0512912015 07l0512015 08/1912015 Approved # Ste_ Product Model, Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved In HVHZ for Use Outside HVHZ Impact Resistant Design Pressure �� Q O L Category: Exterior Doors eg ry: 419 29 740 PE-43409 l 1 �.8-1 (313) 76i-o.:�:� Q L Category: Exterior Doors (419) 298-1740 Management Institute (813) 767-6555 SubCategory: Swinging Exterior Door Assemblies rickw@rvvtidgcansultants 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX. 12/31/2017 r No Yes No NIA � O � Q. Subcategory: Swinging Exterior Door .Assemblies rickv.@rwbldgconsu@ants Compliance Method: Evaluation Report from a cam XO, XX 96&quot Y96&quot, � �F� 0-0 Q Compliance Method: Certification Mark or Listing cam Florida Registered Architect or a Licensed Florida 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12(31/2017 No Yes No NIA I- C f- V ) FL#15225-1 Products Protess4onal Engineer 1438quot,x96&quota -� 7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 1211112017 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impart Design 146&quot,x96&quest Seq # 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 4301440 ALUMINUM SGD XXX /2131l2017 No Yes No N!A 5 e "Smooth-Star&quot and &quot,Benchmark by 618 and 8/0 Opaque and Glazed Fiberglass Door with 12131Q021 No Yes No NIA Quality Assurance Approved for Use ADproyed for Use impact sin 143&quot,x80&quot NON -REINFORCED Therma-TruBquot and without Sidel es Inswing and Outswng 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 430/440 REINFORCED ALUMINUM SGD 12/31 f2017 No Yes No WA 6 f &quot,Premium Series&quot &quot,Construchon 6/8 and 8/0 Opaque and Glazed Steel Door with 12/31r2021 No Yes No NIA 1 a &coot Fiber Classic&quoL or &quotSmootn-Star&ouot 6&#39 8 &q.otNon-Impact&quo!. Opaque F aciglass 1J3112018 Yes Yes No N/A XXX 143&quot x96&quot Series& not and & not Benchmark b Therma-Tru uot, q q y &4 Transoms. With and without Sidelites Inswin and 9 Door with &amp, ,vrthaut Sidehte(s) - QuSving (X, OX w,th Transoms Outsw rig or XO CXO. XX. OXXO Configurations) Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards Florida Department of Business & Professional Regulation Page 1 of 2 Product Approval Application Detail Building Codes and Standards vSnOs7 Florida Department of Business &Professional Regulation r'agp roil LU FL#15279-R4 Building Codes and Standards 1/1001 Product Approval Application Detail Code Entity or ate Date Date Pending Date Product Approval Application Detail Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15217-1 Revision 2014 Clopay Building Products Company Mark Nestedreld Intertek Testing Services NA Gary Pfuehler 06112121015 G-3119/2015 06f2l/2015 FL#11537-R6 Code Entity or Date Pending Date Approved Type Versio Manufacturer Contact Engineer & License Validated Bv Validated Submitted FBC Approval Approved Status Category: Exterior Doors 513) 770-6062 Inc (513) 519-6566 cue Entity or 2= 2M Date Pending to Revision 2014 MI Windows and Doors Brent Sithnger Luis Roberto Lomas Steven M Unch, PE 06/3012015 06/25/20 iF, 07/0612015 08;19/2015 Approved Subcategory: Sectional Exterior Door Assemblies mwesterfield@clopay.com im Versio Manufacturer Contact Engineer & License Validated By V, atidated Submitted FBC Approval AApprovved ,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 LLC Ted Berman, PE 07121 Q2015 07f21 t2015 07l27/2015 Approved Subcategory: Single Hung bsitlinger@mrvd cam FL#15279-R4 Products Category: Exterior Doors (641) 423 1334 (305) 868-4707 Compliance Method: Evaluation Report from a Subcategory: Exterior Door Components nelson kraschel@doorgrc Florida Registered Architect or a Licensed Florida Quality Assurance Approved for Use Approved for Use Impact Design Compliance Method: Certification Mark or Listing up cam Professional Engineer Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-2l 84A, 94, 73, 75. 1500, 190 76 Steel Pan (min 25 ga) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +30 PSF/-32 FL#11537-R6 Products FL#15217-R4 Products 76V. 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE&#174, WS Garage Door PSF Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use �an Desian 42B, 55S, GD5S, GD5SV, GRSS, GRSSV, AR5S, AR5SV, Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant t Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Pressure ED5S- ED5SV 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed and Louvered single and pairs of 1213112017 Yes Yes Yes NIA 4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 12/31/2017 No Yes No N/A hollow metal doors. 5 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 No Yes No NIA 53 053 W5-16 PAN-2F153 84A, 94. 73, 75, 1500, 190. 4RST, Steel Pan (min 25 ga-) Double -Car (9'2" to 160" 052112028 No Yes No +30 PSFI-30 2 M CM, and G Series Frames Three sided and four sidea single and pairs of 1213112017 Yes Yes Yes NIA 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH Ni 54X72 12/31/2017 No Yes No NIA 4RSF, 6RST 6RST. 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 12/3112017 No Yes No WA GD55V, GR5S GR5SV, AR5S. AR5SV ED5S ED5SV CONTINUOUS HEAD AND SILL 108X.72 NCN 85 085 W6.09 PAN-2F153 73, 75, 84A, 94, 42, 48. 426, 486, Steel Pan (min 25 gal Single -Car (up to 9`0" wide) 05121f2028 No Yes No +38 PSFI-42 9 SERIES GA 195 ALUMINUM TWIN SH IMPACT SERIES GA 195 ALUMINUM TWIN SH NI 12i3112017 No Yes No WA 4RST. 6RST, GD5S, GRSS„ Al ED5S WINDCODE&#174: W6 Garage Door PSF CONTINUOUS HEAD AND SILL 88 1/8)(72 102 102 W6-16 PAN -2F153 73, 75, 84A, 94, 42. 48, 428. 48B, Steel Pan (min 25 ga) Double -Car (9'2" to 162" fISY'112028 No Yes No +37 PSFf-41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S vide) WI NDCODE&#1 74 W6 Garage Door PSF Florida Department of Business & Professional Regulation Page 1 of a. Florida Department of Business & Professional Regulation Page, of Building Codes and Standards s-.o Building Codes and Standards 1`91201i Product Approval Application Detail Florida Department of Business & Professional Regulation Page, art O Building Codes and Standards VW2017 Product Approval Application Detail FL#15278-R4 Product Approval Application Detail FL#15288-R2 Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15333-R2 Code EntitV or Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status Rev stop 2014 MI VV1nda. s ,ra Gacrs Bert1ulger u s tube tc cmas Se en fvt Jncn. PE D9rT 2v1S 08r3,'20^5 J9+D l2015 0/10, _C" , eproved Type Versio Manufacturer Category: '?+mdows 1717 365 30 PE-625.4 (7111 -11 r c454 Code Entity or Date Date Date Pending Date Affirmation 2014 MI Windows and Doors Brent Sitinger Luis Roberto Lomas Steven M nch. PE 04130f2015 04/30/2015 05/10/2015 Approved SubCategory. F xed bs iriger@r vc .. c n Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Category:'Nindons i717r 365-3300 PE-62514 (7171 317-8454 Compliance Method: E,a•uatidn Report from a P p Revision. 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M Unch, PE 06/29/201.5 06119 201..5 7 n 0.105i201': 08/ 1912015 Approved SubCategory: Horizontal Slider bsitlmger@miwd com Florida Registered Architect ar a Licensed Florida Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Compliance Method: Evaluation: Report from a Professional E:^gmeer SubCategory: Mullions bsitJinger@mNvd cam Florida Registered Architect or a Licensed Florida FL#15278-R4 Products Compliance Method: Evaluation Report from a Professional Engineer Florida Registered Architect or a Licensed Florida FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Design Professional Engineer AoprinHVFirUse Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZOutside HVHZ Resistant Pressure FL#15333-R2 Products QralttExpiraiAssuranceD 4 SERIESGA i9-ALUVINI M =,^d SERIES ,A',' ALJl`0INU14 Pd.1,,96X48 F'r, 12r31120i7 No Yes No NrA Sig# Product Model. Number or Name Product Description Contract Expiration Date i HV Outside HVHZ Resistant Pressure < SERIES 3A 195 ALL44INI_,M P1R SERIES GA ' e5 A Jt11NUA4 3Ji N ' X72 31!2C17 do V'es rJo N1A Quality Assurance Approved for Use Approved for Use Impact Design SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No NIA FLANGE Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 72X54 7 SERIE GA 195 ALUrANi NI PW SERIES GA -=5 ALJMINUtit P'A, a 96X48 12 31/2017 Na Yes No N/A 1445. 5347 AND 5547 VERTICAL MULLIOhJ 1445, 5 47 AND SS47 VERTICAL MULL60N 12131, 017 No Yes Yes WA SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA. 198 ALUMINUM HORIZONTAL SLIDER 12,81!2G17 14o Yes No WA FL Ar1GE 72X54 8 SERIES GA 275 THFRMAL-Y BROKEN AL )MINL:LV PW ALUMiNU'v1 l-i''.1 /2017 No Yes No NIA 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 AL'JMINUrv1 XOX HORIZONTAL 1213112017 No Yes No N/A Ph it X J rT,^, ( . 4 SIJ DER 108X48 SERIES GA 198 ALUMINUM0 XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 17 No Yes No N/A 9 SERIES'GA505 ALI,'ANi M PuAi _E4:E� ,, __`_ ADJMINUI' fly 72X72 F,f. 12r31`2017 No Yes IJo NACn W SLIDER C// O �) `V O L QD CL CL U 0 O Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of, Florida Department of Business & Professional Regulation Page 1 of 2 Cn 0- Building Codes and Standards 1rerz017 Building Codes and Standards JfSr2017 Building Codes and Standards 1/9/2017 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (n ICU FL#15272-Ri FL#5444-R10 FL#13192-R4 Code Entity o BY Date Date Validated Submitted Date Pending FBC Approval Date Approved Status code e Type Versio Manufacturer Entityo_ Contact Engineer & License Validated By Date Date a e. Validated Submitted Date Pending FBC Approval Date Approved Status Cde Type Versio Manufacturer Entity or Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC ARRroval Date Approved Staters T Versio Manufacturer Contact Engineer & License Validated Ronald I Ocawa John Southard P E 08/262015 08f1712015 -. 09/0,R015 10.11612015 Approved- Revision 2014 Alside Nick Thom sox L ndon F Sch^�,dt. P E Ryan J King, P E P Y v 9: D /23J2015 02119i2015 03i0112015 04115-Z015 A , roved t-P Revision 2014 CertainTeed Cot par P 9 Mark Harper r i - Robert Niem pen John W Knezevich.. PE � 1<l1412016 12/08/2016 ^' �� t2l,b1�016 Pending FBC Approval Re'v�ior. 2014 James Hardie Building Products. Inc Pingsheng Zhu Category: Pan^loll, e : 1330; 92 0: PE -434C9 (813) 767 6555 Category: Roo`ing (610) 651-5847 PE-59166 (954) 772-6224 0- Category: Panel Walls ry' SubCategory: Siding Compliance Method: Evaluation Report from a (909) 349-2927 PE 24121 (352) 367-2526 prngsheng zhu@jarseshar die corn SubCategory. Sol Compliance Method. Evaluator Report from nthompson r ads de cem SubCategory: Asphalt Shingles Compliance Method: Evaluator Report from mark d hamer@saint-gob am rpm Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Er gneei Professional Engineer L� Professional Engineer CIO FL#15272-R1 Products FL#13192-R4 Products FLft5444-R10 Products W Quality Assurance Approved for Use Approved for Use Impact Desigin Quality Assurance Approved for Use Approved for Use Impact si n Product Description Contract Expiration Date in V Outside HVHZ Resistant Pressure � Product Model. Number or Name Product Description Contract FZRiration Date in HVHZOutside HVHZ Resistant Pressure Quality As�nc rae Aooroved for Use Approved for U�g impact n Sea # 1 Product Model. Number or Name nk Si in CemptHarche Lap d g fiber -cement la siding 0!t0lf2018 p 9 Yes Yes N/A NIA 1 2 a &oust T&gust Soffit b & uot.A:lianceT4&' not Soffit q q Dent o S lw 'vinyl 5aifr 1 3112018 Vent of Sol, ,iiny I Soffit 16131f2018 y No No Yes Yes fJa No N/A N/A Sea # 1 Product Model. Number or Name CertainTeed Asphalt Roolin Shingles 9 9 Product Descnpton Contract Expiration Date in HVHZ Stab, 4-tab, strip � '� R {no -out -outs}, laminated and 0� NJ3!<C17 Na Outside HVHZ Yes Resistant N/A Pressure NIA Q CD ,. HardiePlank Lap Sling fiber -cement lap siding 01;01t2018 Yes Yes f1/A N/A architectural asphalt roof shingles z Z Q J CL SHEET NO. PA 1.1 11 11 _. _ _ I Cn C 0 N -6-0 L Q = Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 of 1 119F2017 Q O CU Florida Department of Business & Professional Regulation Page 1 of,' Florida Department of Business & Professional Regulation -*--a --� .� Building Codes and Standards Building 19r2017 Building Codes and Standards _,5rzo,7 Product Approval Application Detail C-)CD =3 U � to Product Approval Application Detail Product Approval Application Detail FL#5219-R3 O O O .O 2 FL#12328-R7 Products Code Er or Date Date Date Pending Date O FL#21675-RO Type Versio Manufacture Contact Engineer & License Validated By validatedSubmitted F8C Approval Approved Status Sept #, Product Model, Number or Name Quality Assurance Approved for Use Approved Product Description Contract Expirabon Date in HVHZ for Use Outside HVHZ Impact Resistant Design Pressure Code Entity or Date Date Date Pending Date Revision 2014 Thompson Architectural Metals Company, Inc Scott Brown James L Buckner Steven M Urich, PE 05/01f2015 04/29r2015 65/1012015 06J23r2015 Approved 6 No. 15 UL Asphalt saturated organic felt 011071'2019 No Yes NIA NIA Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Category: Roofing Subcategory: Roofing Accessories that (8?3) 248-345E PE 31242 (717) 317-8454 flvandatior,@yahco Q it `a� O New 2014 HomeGuard Budding Produce Inc John Cheslak Intertak Testing Services I^JA Nntenek Testing Services OJ01i2017 01F25!017 ` OJ' i3d2017 are an Integral Part of the Roofing System cam (� E ._ O Approved Compliance Method: Evaluation Report from a L a) }eSr Category: Roofing 904) 240-1382 Inc. NA, Inc Florida Registered Architect or a Licensed Florida _( O rC Search Criteria Subcategory: Linde•layrnents John cheslak@h3,wrap.co (504) 520-3321 Professional Engineer + U Q Compliance Method: Evaluation Report from a m FL#5219-R3 Products Code Version: 2014 FL9. 328 Product Evaluation Entity Application Type: ALL Category: ALL Product Manufacturer. ALL Subcategory: ALL FL#21675-RO Products Sea # Product Model- Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved in HVHZ for Use outside HVHZ Impact Resistant Design Pressure Application Status: ALL Compliance Method: ALL Quality Assurance Aooroved for Use Approved for Use Impact Design 1- &quotFlat Top Off Ridge `lent wrath Baffle for Tile&quof Minimum 26 Gauge Stec, Nominal 4&#39:. 6&#39„ 12(3112019 No Yes No NIA Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL SSeg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 8&#39„ of 11 Wide Off Ridge Vent Attached to Product Description: ALL Approved for use In HVHZ: ALL 1 ToughSkin Synthetic Underlayments ToughSkin 15 ToughSkin 20 Tough$xin 25 01101/2018 No Yes WA rVA Wood Deck ' ough.Skin 50 ToughSbn 50 2 2 &quot,Round Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel., Nominal 4&#39., 5&l4i 12rt12019 No Yes No NIA Approved for use outside HVHZ: ALL Impact Resistant: ALL Tile&quot 8&#39:, or 108#39 Wide Off Ridge Vent Attached to Design Pressure: ALL Date From: ALL Wood Deck Date To: ALL 3 3- &quotStandard Off Ridge Ventwith Permanent Baffle Minimum 26 Gauge Steel, Nominal 4&#39„ 6&#39, 1213112019 No Yes No NIA for Shingles&quot 8&#39„ or 10&#39 Wide Off Ridge Vent Attached to Wood Deck Florida Department of Business & Professional Regulation age, e Florida Department of Business & Professional Regulation Page, oil Building Codes and Standards 1r1C^01 Florida Department of Business &Professional Regulation Page 1 1 LU Building Codes and Standards 119P_o17 Product Approval Application Detail Building Codes and Standards of ,nonov Product Approval Application Detail Product Approval Application Detail FL#17202-Rt FL#2075-R7 Code Entity or Date Date Date Pending Date FL#16588-R1 Type Versio Manufacturer Con Engineer & License Validated By Validated Submitted FBC ADDroval Approved autys Code Entity or Contact Engineer &License Validated By Date Date Validated Submitted Date Approval FBC Approval Date Approved Status Revision 014 2 'no Andrew Care James L Buckner P F Steven M :Jrich, PF 05 1,2015 051Ct/<^015 C, 10 2015 OC1220015 A Approved e Entity or Date Pending 20 Type Versio Manufacturer Category: Category: Roofing �1. a r� - , � rt- Pc-_.?242 %1. 1 ".'1 7-8454 Versio Type Versio Manufacturer COniaCt Engineer & License Validated By V i Validated Submitted omit FBC Approval Approved status Affirmation 2014 Florida Metal Products Inc Clark,jones Miami -Dade BCCO - EVL M+am+-Dade BCCO - VAL 02/27/2015 020712015 03/0912015 Approved Subcategory: Roofing Accessories that ale an acarter` lomancc.corn lallo Affirmation 2014 G'Hagin Manufacturing, LLC Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06J1712015 06125f2015 Approved Category: Roofing (904) 783-8401F 786) 315-2590 ( Integral Part of the Roofing System Category: Roofing (?Oi) 872-3620 (305) 868-4707 Subcategory: Roofing Accessories that are an clarkaflarnco coin Compliance Method: Evaluation Report from a Subcategory: Roofing Accessories that are an gdaniels@ohagin coin Integral Part of the Rooting System Florida Registered Architect or a Licensed Florida Integral Part of the Roofing System Compliance Method: Evaluation Report fronn a Professional Engineer Compliance Method: Certification Mark or Listing Product Evaluation Entity FL#17202-Rt Products FL11t16588-RI Products FL#2075-R7 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design Sea # 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 Qate in HVHZ Outside HVHZ Resistant Pressure Sell # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Deck -Air^^ DA-4 ovd Profile Polyp-e ylere PlasDc Rcof vent 07!1012019 F, rot-.� Yes 'Jo +9' _97 -, 1 O&#39.Hagin&#39.s Cloaked Vent Tile P. Attic Ventilation Product for file roofing appl+cation=_ 04/04l2C1 S Yes yes NIA WA + RV10 RV1C ALUMINUM RIDGE VENT 0113112018 Yes Yes NiA Nip ^.'Decharncalb; Attached to Pywclod 01e; k 2 Ornn,Ridge&#174- PRO Vent PR04-H Voided Plastiec. Roof Ridge Vent ilec-hanically 07,11,012019 Lio Yes No +"VAJ-165 Attac^,ed to OSE or Plv"aood Deck Florida Department of Business & Professional Regulation Pdge 1 Of Building Codes and Standards 5n_o1r Product Approval Application Detail FLW5076-R3 Florida Department of Business & Professional Regulation Page 1 of 3 Building Codes and Standards 119r2u17 code Entity o Date211!1r. Date Pending gate Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status O Product Approval Application Detail Revision 2014 Global Protection Products LLC Tim Roo nson vVa:ter A -nit Jr P E Jc' n W Knezevich PE 05•'0612015 04;2412015 0511 V2015 06!23 201 s Approved Florida Department of Business & Professional Regulation Page 1 of 1 Category: Shutters 954) es -754c P--44167 (954) 77 6224 Building Codes and Standards 1,9a017 Subcategory: Storm Panels Lm •obinson@gope•it.cam FL#7849-R9 Compliance Method: Evaluation Report from a Product Approval Application Detail FiOrKda Registered Architect or a Ucensed Ponca Code Entity or Date Date Date Pend ino Date Professional Engineer Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15076-R3 Products FL#15088-R1 Revision 2014 Boral Roofing / Momert_ifetde Thomas Jerrimett ICC Evaluation Service, LLC Gary W Walker 09/1012015 08/25/2015 09)20aOl5 Approved Code V Category: Roofing '- (602) 269-22(205) 854-0160 Quality Assurance Approved for Use Approved for Use r Impact n Desi �- Entityor Date Date Date Pending Date deg # Product Model. Number or Name Product Description Confront Expiration Date in HVHZ Outside HVF1Z Resistant Pressure Type Versio Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status SubCate o Roofin Tiles thomas ernmettbora co ) 1 20 Gage Gaivacr<ed Steel Storm Panels`HVHZ Cor-igated Galvanized Steel Storm Panels retained 12!3VLO17 Yes Yes Yes r•,!A Revision 2014 Global Protection Products, LLC Tim Robinson Walter A Tillit Jr„ P E John W Knezevich PE 04/27/2015 0412412015 05I0312015 06123t2015 Approved Compliance ethod: Evaluation Report from a m Product Evaluation Entity or not c tracks to croYiae hurricane protection Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 24 Gage Galvanized Steel Storm Panels?;HVHZ Cor,,:gate.l' al.an zed Steel Storm Panels retained 12,`31!2017 No Yes Yes f:!?. Subcategory: Fabric Storm Panel Gm robinson@gppentcom FL#7849-R9 Products or not cv track, to provide hurncace protection Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use Impact Design Fiorrcia Registered Architect or a Licensed Ftonda Sect # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15076-R4 Professional Engineer Code Entity or Date Date Date Pending Date FL#15088-R1 Products 13 Saxony - Shake Slate &amp. Sped Shake Flat Profile -Stockton 1n112018 No Yes N/A N/A TVDe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status 14 900 Saxony 900 -Country Slate Shake &amp, Slate �iay Profile •Henderson 1213V^_018 No Yes N,A WA '4 Quality Assurance Approved for Use Approved for Use Impact Design t 5 Saxony 900 -Country State Shake. Slate &amp Split Flat Profile -Lake Wales 12131/2018 No Yes NA NIA Revision 2014 Global Protection Products Ll C Tim Roainscn :'loiter A ,it Jr OF JohnKnezevich PE 12+2112Ci16 1:l2 1/ Ot6 Val dated Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Shake Category. Shutters(C54 6894 P>=-4416' (9 4i ; 72432_14 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 12/31/2017 No Yes Yes N/A 16 Saxony 900 - Hartford Slate Spirt Old English Thatch. Flat Profile - Stockton 12/3112018 No Yes WA NIA Subcategory. Storm Panels tm •ab�nson@gape=.t cam or direct mounted to provide wrricane protection Shake Slate, Country Slate Compliance Method: Evaivatior Report fa ro^i }, 24 Villa 900 PAed urn Profile - Lake Wales 12131/201 S No Yes NiA WA Florida Registered Architect or a Licensed Florida - 25 Villa 900 Medium Profile - Denver 12/31/2018 No Yes Yes WA WA NIA NIA Professional Fnaineer ^, 26 Villa 900 Medium Profile - Stockton 12f3iQ018 No FL#15076-R4 Products Sect # 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 1 20 Gage Galvarl Steel Storm Panels!HVHZ Corrugated Calvar ed Steel Storm Panes retained 12.'3112C17 Yes Yes Yes NIA 2 24 Gage Galvanized Side, Storm PaneluNHVHZ or not by tracks to provide hurricane protection Comugated Galvanized steel Storm Panels retained 12,1112017 No Yes Yes Nil O /� `V Ul n0' Ly !,alks tc �'l d' I'InC-are P) alect+Cara O (D CIO Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards rs ion _f=-, Florida Department of Business & Professional Regulation Page I of Florida Department of Business & Professional Regulation Page 1 of 1 ■A■O f..� Product Approval Application Detail Building Codes and Standards Building Codes and Standards lrmnon U) FL#12856-R5 Product Approval Application Detail Product Approval Application Detail (n Code Entny or Date Date Date Pending Date Tvce Versio Manufacturer Contact Engineer & License Validated BY Validated Submitted FBC Approval Approved Status FL#17869-RO FL#1999-RS M Revision 2014 Town and Country Industnes. Tom Johnston, Frank I Berri ORLANDO L BLANCO 0412g'2015 042812O15 05,104/2015 06/22f2015 Approved ■ ■ ■ Category: Shutters (954) 493-8551 PE-0046549 P E 510-8531 Code Type Versto Manufacturer Entity o Contact Engineer & License Validated By gate Date Validated Submitted Date Pending F13C Approval Date Approved Status Code Tvice Versto Manufacturer Entity or Contact Engineer & License Validated By gate 2&11 Validated SubmiUld Date Pending FBC Approval g�jg Aperoved Status Subcategory: Storm Panels tcnl@tc-alum earn (305) Compliance Method: Evaluation Report from New 20t4 AI. American Shutters and Glass E Jo,g e ,A Pome•antz. P.E M e earbeii Frank L Bernardo g _ W103;?015 O'+C3f2015 C1110.r2C15 08118^_01 5 Approved _p,. Revision 2014 ITW Building Components r P I d gGroup Incc as o e Stuart Lewis ICC Evaluation Service, LLC William M Ranieri PE 03/2572015 03/20/2015 03r29/2015 Approved PF ^ i Florida Registered Architect or a Licensed Florida Category: Shutters g ry 55, ;1J-988_ PE.0046"d=i 9541 394 d521 Category: Structural Components e9 ry p 847 q18-6473 40 681.1917 ( ) - ( T) Professional Engineer SubCategory: Storm Panels Compliance Method: Evaluator Report from a mikeb@allarnenca,lsriutte rs corn Subcategory: Truss Plates Compliance Method: Evaluation Report from a slev4s@alpineitwcam FL#12856 RS Products Fionda Registered Architect or a Licensed Rorida Product Evaluation Entity Quality Assurance Date Approved for Use ADoroved in HVHZ for Use Outside HVHZ Impact Resistant Desion Pressure Professional Enair it FL#1999-R5 Products /!( Sea # 1 Product Model Number or Name 0 050&quot, Aluminum Storm Panel Product Description Contract Expiration 0 050&quct, Aluminum Storm Panel with Optional 1213112018 No Yes Yes NJA FL#17869-RO Products Quality Assurance Approved for Use Approved for Use Impact Design W Clear Panels No Yes Yes +541-54 Model. Number Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved in HVHZ for Use Outside HVHZ Impact Resistant Design Pressure Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 &quot.Safety Edge&quot Storm Panels &quotSafety Eage&quot Storm Pareis 28ga 1213112018 Sea # Product or 1 ITW BOG Higher Strength (H &amp, S) Metal Connector Plate 12t3112020 Yes Yes IVA NIA (o 018&cuot&ql Steel 0 022&quot Alum (Pert 1 22ga 249a Steel Panels 22ga. 24aa Steel Storm Panels 1231/2017 No Yes Yes NiA 2 ITW BOG Hinge Plate Meta' Connector Plate 12i3112020 Yes Yes N!A WA Q and Non-Pl Clear Polycarb (Full and Half) 3 ITW BOG Mleta: Connector Plate 12 3112020 Yes Yes NIA WA Z W W 3 24ga Steel Storm Panel 24ga (C 0232&quot) Steel Storm Panel with Optional 12/31/2018 No Yes Yes +1001-100 4 ITW BOG Wave Wave Meta. Cenneclpf Plate 1?i3V2020 Yes Yes fJ1A WA Clear Panels 4 Aluminum Hinged Storm Panel 050&quot Aluminum Non�Porous Hinged Storm 1213112018 Yes Yes Yes WA Panel Q J SHEET NO. PA 1,2 O to to (D }, L L O Q O O C Code Tv Versio -.—� Revision 2014 FL01645-134 Products Seq # 1 Manufacturer Boise Engineered Wood Products Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity Product Model, Number or Name AJS Joists Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Entityjig 2M on Engineer& License Validated By Validated `Y�OitL£2 Robert Ta n F y or iCC Evaluation Service, LLC AP,A - The Engineered 05127l2015 o506.12015 (541) 826 0200 Wood Association roberbecom (253) 620-7467 ttaylDr� Quality Assurance Approved for Use Approved Product Description Contract Expiration Date in HVHZ Wood &quol l&quit, Joists 01101/2035 No Date Pending F C Aoprov � ...�.t for Use Outside HVHZ Yes 2 g A v .�P9�c$ 06/02/2015 Impact Resistant NIA Page, �f t rerzo17 Approved Design Pressure WA Florida Department of Business & Professional Regulation Page 1 a t Building Codes and Standards 1 12017 Product Approval Application DetailApprovalU Ft#2197-R5 Code Entity orCU at Da a Date Pending pig Type Versio !danufacturer Contact Engineer & License Validated By Validated mi FBC Approval Approved Status 4 s„ F Revlon 2014 fv07ek Industries, Inc David Wen IGG Eva==cation Service. LLC ICC Evaluation Service. 06I30.12015 O6.i13/20.,, 0„0..,_01„ Approved Category: Structural Components 1314) 851-7480 LLC SubCategory: Truss Plates desert@mii com (205) 599-9800 Compliance Method: Evatuation Report from a Product Evaluation Entity FL#2197-R5 Products Quality Assurance Approved for Use Approved for Use Impact Design Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 M18SHS 18 ga. super high strength truss connector plate 1213112017 Yes Yes NIA NIA Mil 16 16 ga truss connector plate 1213V2017 Yes Yes NIA NIA Florida Department of Business & Professional Regulation Y' Building Codes and Standards �.; Product A rival A If pp pp .cation Detail FL#1644-Rd Code rift r Dire Dag Date Pending a e Ulm Versio Manufacturer Contact ,Engineer & Lic2(Ig Validated By Validat Submitted FBC Approval Approved 5 atus -ox D__ F,. _- A -, sC171110,5 Revision "`'G14 E--o-se Er1gveered'vv'ood 4_�cts RoberiTa,rlD• n�_ �aauatian-�ara�ce, LLC ..PA The Engineered 0�.='"�..1� 0_.-_06.'02`201-� appro�;ed p^ ern^ Category: Structural Components (541 ) __n V'vood Assoca-ion SubCategory: Eng,neerecl Lumber rcberttaylol` tc car 2 i3i _C 7467 Compliance Method: Eva:u� tenor Report from a Product Fvaluatior, Fntity FL#1644-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea ## Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 Versa Lam _aminated Ver,ee- Luirber 01,10112035 No Yes NiA P.rA U (/) � cu � O Q L 0 L �"� � Q � Q ._ � � Q� L (� C_ ��/�+ V) .� j O L Q 3 MT18HS 18 ga high strength truss connector plate 126112C17 Yes Yes NIA NIA 4 5 MT20 MT20HS 20 ga truss connector plate 12T31/2017 20 ga high strength truss connector plate 12f3112017 Yes Yes Yes Yes NIA NIA WA NIA Search Criteria Florida Department of Business & Professional Regulation Building Codes and Standards Page i of 1 1+90IP7 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of I Building Codes and Standards 11912017 FL#6527-R6 Florida Department of Business &Professional Regulation Page 1 a t Code Type Versio Manufacturer Entityor Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status Product Approval Application Detail Building Codes and Standards 1r9f2017 Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service LLC James A Rothman P E 07/0612015 05112r20t5 07!3;^,t2015 Approved FL#158-1 Product Approval Application Detail Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a i253) 924-4084 (6081 839-1344 pm andersor2@weverhae user cam Code Type Versio Manufacturer Entity or Contact Engineer & License Validated ev Date Date Validated Submitted Date Pending FBC Approval Date Approved Status Product Evaluation Entity Revision 2014 CAST-CRETE USA., Inc Craig Parrino Miami -Dade BCCO - CER Miami Dade BCCO - VAL 03/16/2015 02/24F20'5 03118/2015 Approved FL#1630-R8 Code Type Versio Revision 2014 Manufacturer Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Entity or Contact Engineer & License Validated By Jim Anderson ICC Evaluation Service. LLC James A Rothman, P E (253) 924-4084 (608) 839-1344 )im anderson2@weyerhae user com Date Date Validated Submitted 071'0612015 05)!22015 Date Pending FBC Approval Date Approved 07/30/2015 Status Approved FL#6527-R6 Products Seq# Product Model, Number or Name 1 iLevel Rim Board 2 M-rollam LVL 3 Paraliam PSL Quality Assurance Approved for Use Approved Product Description Contract Expiration Date In HVHZ Structurai Composite -umber or Ct ented Strand 0313112017 No Board Rim Board _arninated Veneer Lumber 03131/2017 PJo Paralle Stianci Lan oer 0313112C17 No for Use Outside HVHZ Yes Yes Yes Impact Resistant NIA PUA NiA Design Pressure N,iA NIA. P4/A Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Certrf cation Mark or Listing FL#158-R7 Products Seq # Product Model, Number or Name (813) 621.4641 (786) 315-2590 cparnno@castcrete con, Quality Assurance Approved for Use Approved Product Description Contract Expiration Date in HVHZ for Use Outside HVHZ Impact Resistant Design Pressure Product Evaluation Entity 4 Tlmber'SIrand LSL Laminated Strand Lumber 0361i2D17 No Yes IVA N/A 1 High Strength Concrete Lintel 4, 6, 8, and 12 inch wide Itntels 05/2112016 Yes Yes N/A NIA FL#1630-RS Products Quality Assurance Approved for Use Approved for Use Impact Design FL#6527-R7 FL#158-R8 Sea # 1 3 4 5 6 Product Model. Number or Name TY 110 TJI 210 TJI 230 TJI 360 iJl 560 iJ11560D Product Description Contract Expiration Date Prefabricated Wood I -foist 03/31/2017 Prefabricated Wood I -foist 03/31/2017 Prefabricated Wood I -joist 031.3112017 Prefabricated Wood 1-joist 03131!2017 Prefabricated Wood I-jast 03.r31201, Prefabricated Wood 1-foist 0313V201? In HVHZ No No No No No No Outside HVHZ Yes Yes Yes Yes Yes Yes Resistant N!A l NA NIAA N/ANI NIA �gySg NIA WA NIA NIA N/A Coe T-Versio Revision 2014 Manufacturer Weyerhaeuser Category: Stuctural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity i or Contact Engineer 8, License Validated By umm A.rdersnr ICC Eva cation Service. LLC James A Rothman P E (25 _.=24-4084 f6 08) 83a 1344 jim ancersoreve yeihae use com ate gee Validated Submitted 1013112^16 10;2512016 Date Pendine FBC Approval Da a Approved 11+05,"D16 Status Approved Code Ulm Versio Revision '014 Manufacturer CAST-CRETE USA, Inc Category: Structural Components SubCategory: Products Introduced as a Result of New Technoks gy Compliance Method: Certification Mark or Listing Entity or Contact Enaineer & License Validated By Crag Pa rino Miami -Dade BCCO -CER Miami -Dade BCGO -VAL (813) 621-4641 (786) 315-2590 cparrino@castcrete com Qe �jg Validated Submttted 05/08/2016 04J29Y1016 Date Pending FBC Approval �ajg Approved 05106512016 Status Approved FL#6527-R7 Products FL#158-R8 Products Sea # Product Model, Number or Name Quality. Assurance Product Description Contract Expiration Date Approved for Use Approved In HVHZ for lase Outside HV Imlmpact Resistant Design Pressure Sea # Product Model, Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved in HVHZ for USe Outside HVHZ Impact Resistant Design Pressure 1 Microllam LVL -armnated 'veneer Lumber M13112017 No Yes IVA Iv'A 1 Hxgh Strength Concrete Lintels 4. 6 8.. and 12 inch wade lintels 0512112017 Yes Yes NIA, WA Parallam PSL �aratlem Strand Lumber 03131/2017 No Yes l N/A 3 TimberStrand LSL Laminated Stiare Lumber w!31QC1 7 No Yes NIA- NIA 4 TJ Rim Board Structural Ccmposite'Lumber cr Cnented Strard TMi31i2017 No Yes N!A NIA ooard Rim award 5 'Weyerhaeuser Rim Board Or.,3rted Strand Board Rim Board 03 f31!2G1' No Yes rf.'A r<!A (D Florida Department of Business & Professional Regulation Pygc t of 1 Florida Department of Business & Professional Regulation Building Codes and Standards Pace 1 a 1 1192017 Building Codes and Standards Product Approval Application Detail s m Florida Department of Business & Professional Regulation Building Codes and Standards Page , or, ,r O � IIIIIIIIIIIIIIIIIIIII� Product Approval Application Detail FL#5450-R5 Product Approval Application Detail CU FL#1774-R4 Code Tyne Versio Revision 2014 Manufacturer Commercial Concrete Products, Inc Category: Structural Components Subcategory: Products introduced as a Resrdt of � n,. New Technology, Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i r Contact Engineer &License Validated ev Robert Gillis THUY H HUYNH Florida Engineering (813) 659-3707 PE-60122 Solutions recast ator ahoo corn 1352) 588-5311 p g �y Validated dated Submitted jid Submitted 07J03r2015 06J24f2015 Date Approval FBC Approval 08/20/2015 i Approved 08126/2015 meatus Approved Code Tyne Versio Manufacturer Revision 2014 Powers Steel Inc Category: �tn:ctural Components SubCategory: Products Introduced as a Result of New Technology Compliance Methotl: Evaivanor Repo- from a Florida Registered Architect or a _incensed Rends Professional engineer FL#5450-R5 Products Entrty o Contact Engineer & License Validated By will am co,,,e`s Steven W Schaub SAMUEL A .r no (b�^_,) 43' ' 16 i P^-b. 5.,- ,REENEER ; PE b tlipowersskre: ccr, t813j r645 0166 ,Date Date Validated Submitted 0312612015 G3/2312015 Date Pending FBC Approval 03/3012015 Date Approved 0&23'2015 to A Approved FL#11383-R4 Code Type Versio �� Revision 2014 Manufacturer Powers Steel Inc Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Architect or a Report Florida Florida Registered Architect or a Licensed Fi Professional Engineer Entity or Contact Engineer & License Validated By Wiliam powers Steven Schaub SAMUEL A (602i powers 80 PE-60509 GREE 45-016BERG, P,E, bill�powerssteel cam (813) 645-D166 Date Date Validated Submitted 03126t2015 o3123r2015 Date Pending FBC Approval 03/30/2015 Date Approved 06/22/2015 Status Approved FL#1774R4 Products Sea # Product Model- Number or Name P 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 Sea # 1 Product Model, Number or Name Quality Precast or Commercial Concrete Products Quality Assurance Approved for Use Approved Product Description Contract Expiration Date in HVHZ Precast and Prestressed Concrete Lintels 05✓2512024 No for Use Outside HVHZ Yes Impact Resistant NIA Design Pressure WA 1 PSboxBLT, PSbox8LTQ5-518) Powers Steel We s are field assemDled I,nte.s 0112712C17 ccrs sing of p etcr ed steel Inters romb nod with concrete masonry ants, grout ane stee, remforcmng bars No Yes WA N/A S211 1 Product Model. Number or Name PowerB0X8 Lintels Quality Assurance Product Description Contract Expiration Date Powers Steel Lintels are field assembled consisting 01f01/2017 of preformed steel lintels combined with brick or concrete masonry units. grout. and steel reinforcing Approved for Use Approved in HVHZ No for Use Outside HVHZ Yes Impact Resistant NIA sign Pressure NiA - bars. U 0 ca O L CL 0_ U CIO -0 O ICU V Q CL L LLI CIO a z � J z Q J SHEET NO. PA 1.3 I III I II- I I I I _ L 1 I I I ___1 - VII, 1I I �_MNTYJERD C.ertPftcate of Authorization #9503 January I, 2015 RE: Certification of Independence, Florida F.A.C. Rule 61G20-3 To Whom It May Concern: This letter serves to document the following in accordance with Florida F.A.C. Rule 61 G20.3: I. Exterior Research & Design, LLC. d/bla Trinity i ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d1Wa 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 wit acquire, a financial interest In any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Please contact our office with any questions. Sincerely, 010, Robert Nieminen, RE Florida Reg. No. 59166 Vice Prandant Ematt robertiverninemQuirstrerd.corn EXTERIOR RESEARCH & DESIGN, LLC. d/b/a Tri.11TIRRO - Cartincate et Autheriaatlea 09503 HAINr 80 Ye.ner May . S.Its 200 - Seattit, MA 98104 - ►h (206) 447-00S4 . F, (204) 467-SO40 I ASTi 253 Christian Street O.II 13 , Oxford, CT 06470 - Fr (203) 242-024S - Ph (202) 242-9243 6.3.3.1 Hip & Ridge, Option 1: shadow Rhdp- 1!1� 1-1-I!i ft" 13-t& SRabrat4• apR••7 aMgll+dAda *A- Amapor wasisBW72MAWade7 pkm wK- i 2510) 1 prisitif eoeewm,ea.aw 7W M7-z-dsPoMaw I few �`Z=_� bobwAndw wdeglw m" "'-'1-T" Lgrowwa I I I� r� I pr I i !__"� I9r.17•n UNIIPOTaaklwammealoo n a ll" Mel rajw,eraba" ainewsI Note: For ASTM D3161 - Class F, use BASF Sorotastk NP 1 adhesive or Herded PLO Poiyurethxte Rod & Flashing Sealant in accordance, with manufacturers instructions. 6.3.32 Hip & Ridge, Option 2: Cedar Crest'", Cedar Crest- IR Use two fasteners per shingle. For the starter shingle, place fastener 1-Inch from each side edge and abaft 2-inch up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, place fastamrs WS-inch up from its exposed butt edge and I-Irch from each side edge. e w.iM Research said 0080, LIC eirm ateNpA.uwr.waA M SORAL ROOFING Build something great - BATTEN INSTALLATION • Battens are to be fastened through the batten and through the plastic pads. Locations of pads are marked with a target on top of the batten for ease of installation, Pads are iodated 12" on center to aglow 12" or 24" on center as required per code and roof design. • Battens are to be fastened to the deck w" corrosion -resistant fasteners. Batten fasteners are to be 8d nails, 48 - 2-inc-h wood screws at 24-inch on centers, or 2-sTch long 16 gauge staples with 7/16- inch crown at 12-inch on centers. Batten fasteners are to either penetrate 3/4-inch into the roof dock or framing or through the roof deck w1hicheve3r is less. * €BS compatible cave risers should be used to insure proper elevation of Save tiles. TILE INSTALLATION Basic wind speed less ihan 100 mph and with a mean roof height of 40 feet or less * Fasters tiles to the battens only. Tie fasteners must completely penetrate the batten. but not penetrate the ursderlarr a t. deck or framing using the following recomniandod fastener lengths: Vaskmi oe NNIV o 3512Aa a6•R9 r16444#9 Revision k 03/9i/ti01s Pap 6 d9 Basic wind speed 100 mph or greater or mean roof height greater than 40 feet. O Roof ties must be attached in accordance with the "Design Considerations for Fligh Wind Application' in the rile Roofing Institute (T-1I) Concrete and Clay Roof Tie - Installation Manual for Moder- ate Climate Regions or the Florida Roofing and Sheet Metal ssocation (FRSA�TAI Concrete and Clay Roof T ile Installation Manual. O Tile fasteners are to either Penetrate 3144i*.c:^ into Cite roof deck or frarnitg or through the roof deck,whichew is lass. EELS USAGE RECOMMENDATIONS Cedarl'de & Madera a 120 linear feet when courses are 9.25 to'0 ,nches (Each bundle eglais 0.8 squares). • 130 linear feet when courses are less than 9.25 inches (Each bundle, equals .738 squares), All otter tiles • 80 inear InBt when courses are ', 3.3 to 14 inches (Each bundle equals 1.2 squares). 4 90 linear feet when courses are 12.1 to 13.3 Inches (Each bundle equals 1.016 squares). Usage may vary depending on tie course layout and adjustments for root Site. ocrenOR RESEARCH I, DESIGN, U.C. t ofAuNmaldut rkrl a75Q3 3S3 CHRISTIAN STREET, UNIT T13 qTRNWIERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAIL: (203) 262-9243 EVALUATION REPORT CartalnTeed Corporation Evokodon Report 3532.ODA5-R9 18 Moores Road FM.544T-R8 Malvern. PA 19355 Dune of I"tiarica: 09/22/2A05 RevWon 9: 03/06/2035 SODP9 This Evaluation Report is issued under Rude 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nienrinen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the S"' Edition (2014) Florida Building Code sections noted herein. Oesaunism Certaln'reed Asphalt Rooting Shingles. lAULaw: Labeling shall be In accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.71. ComrnuNC CorwuANtc This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named dient constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. AOitift ext: The Evaluation Report number preceded by the words'TnnitylERD Evaluated' may be displayed In advertising literature. If any portion of the Evaluation Report is displayed, then It shall be done in Its entirety. Masramow. Upon request, a copy of this entire Evaluation Repot shall be provided to the user by the manufacturer or its distributors and shall be available for Inspection at the )ob site at the request of the Building Official. This Evaluation Report consists of pages r through 9. Prepared W. m. 1 " PI I. "'�tti . ab"I"" j i �ht. atA'a r I �Z/ *ftwms,.wlwwrwew,wnwrta W1_..wa,n.. Robert LK Nknhnen, P.E. y c. cihl i.,.mr,icaror neet-.w.mv ..Oa.aowarw Fbrldo Reprsirotfon No. 59166 Rondo OCA ANE2983 OR;;'T,„r` +•*•",•, /.+A ..r.ae.d,.aM'n.,. h„a. a...wa mac, .. _Aw.w,ae.._O.a..4,aa_ .," CIenrKATM OF bmLMMDOIn: 1. Tnnnyl ERD does not have, nor does it intend to acquire or will it acquire, a financial interest In any company manufacturing or dNtnbuthng products it evaluates. 2. TnnrylERD is not owned, operated or controlled by any company marwfacWringor distributing products it evaluates. 3. Robert Nlern inen, P.E. does not have nor will acquire, a financial Interest In any company manufacturing or distributing products for which the evaluation retorts are being Issued. 4. Roper[ Nlerninen, P.E. does not have, nor will acquire, a financial interim In any other entity invoked In the approval process of the product S. This is a building code evaluation. Neither TrhdylERD not Robert Nieminen, P.E. are, in any way, the designer of Record for any project on which this Evaluation Report, or previous versions the,ed, is/vas used for pennatirg or design guide rice unless retained specifically for that purpose. �T t,M I ERD ROOFING SYSTVAs EVALUATION: 1. SCOFF: Product Category: Roofing Sub•Catagorr- Asphah Shingles CaupRarwe Sb temu t: C"tainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, haft demonstrated compkence with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing n accordance with the following Standards. Compliance 8 subject to the Installation Requirements and UmRations / Conditions of Use set forth Mein. 2. STANDARM lamw Eft StWAnd Y!u 1507.2.5, R90S.2.4 Physkai Properties ASTM 03462 2009 1507.2.7.118051.6.1 wind Resistance ASTM D1161, Class f 20M 1507.x.7.1, R905.M.1 wind Raustanu ASTM 071S4 Class H 2O06 3. REFUMtMM : fa111ty f Dote UL MT 1740) ASTM D3161 %NK%32 OS/LS/1998 Id (TST 1740) ASTM D3161 99NK265% Louis% W(nT 1740) ASTM D3161. 03CA12702 05/27/2403 Sri. (TST 17AO) ASTM 0161 03CAL2702 06/16/2003 UL ITST 1740) ASTM U3161 03NK29847 101OU20M Sit MT 1740) ASTM D3161 04CA12329 05/24/2004 IR ITST 1740) ASTM D3161 04CA32W 12/03/2004 I.A. (TST 174M ASTM D3161 05NO7049 04/15/2005 UL ITST 1740) ASTM D3161 05011(16778 05/12/ZOOS uL (TST 1740) ASTM D3161 OSCAL16M 05/12/2005 UL ITST 1740) ASTM D3161 OSNK14836 05/22./2W5 UL (TST 1740) ASTM 03161 OSNK228DO 06/21/ZOer I.A. MT 1740) ASTM D3462 V.84 09j71J-2005 UL ITST 1740) ASTM 07158 05NK0SM7 05/28rA106 UL iTST 1740) ASTM D3161 & D3462 09CA25873 07123,12009 UL ITST 1740) ASTM D3462 10CA41303 10/07/WW I.A. (TST 1740) ASTM D3161 JOC 41303 10/06/2010 UL (TST 1740) ASTM D7158 19CA41303 10/27MIO UL (TST 1740) ASTM 03161 & D3462 IOCA44960 lt/11/2010 UL LLC ITST 96") ASTM D3161, D3462 & 07158 LXA3207 11/23/Xn3 a LLC (TST "n) ASTM D3161. D3462 TFW7,R684 04/22/2014 US. LLC ITST 96n) ASTM 07ISS TGAN_R684 04/22/2014 UL LLC IQUA 9625) Quaafy Control Service Confirmation E.p. 07/03/2017 4. PRODUCT DtS0myToN; 4.1 Cr20"', XT"' 25, XT"' 30 and XT" 30 IR are fiberglass reinforced, 3-tab asphalt mof Shingles. 4.2 Carriage House Wngie*, Centennial Sate'-, Grand Maxtor Shangte•, Landmark"•, landmark"' III, Landmark" Pro, Lardmark� Premium, Laeidmark� TL,-anrdmark" Solaris and Landmark"• Solerts IR are flodglass reinforced, laminated asphait roof shingles. 4.3 Presidential Shake"•, Presidential shake^ IR and Presidential Sake 11 ' are fiibergiass reinforced, architectural asphalt roof shingles. 4.4 Hatteras"', Highland Share- and Highland Slate"' IR are fiberglass reinforced, 4-tab nphaft rod shingles. 4.5 Patriot- is a Fiberglass reinforced asphalt rod strhp-shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.6 Presidential Accessory, Accessory for Hatteras, Shangle Ridge", Shadow Rklge'", Cedar Crest" and Cedar Crest` IR are fiberglass reinforced accessory shingles for hip and ridge Installation. 4.7 Any of the above listed shingles may be produced In AN (alga resistant) versions. smarlar Research sad Maslen, Sim Ewkation, ROM 3si2AP.W" CWW-W4/AA6.610.A W RS4444119 Radial 1. w/14/M13 Page a of 9 �TR NTY ERD S. LtMRATION6: 5.1 This is a building code evaluation. Neither rrlydtyl ERD nor Robin Niemken, P.E. are, in any way, the Designer of Record for any project On which this Evaluator Report, or previous versions thereof, IS/heas used for permitting or design guldaroe unless retained specifically for that ptmpose. 5.2 This Evaluation Report Is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind ClasatBwtbn: 5.4.1 All shingles noted herein are Classified In accordance with FSC Tables 1507.2.7.1 and R9052.6.1 to ASTM 03161, Class F and/or ASTM D71S8, Class H, indicating the shingles are acceptable for us In all wind zones up to V„a • 350 mph N. = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.1 Presidential Accessory, Accessary for Hatteras, Swingle Ridge, Shadow Ridge and Cedar Crest hip & ridge shingles have been evaluated in accordance with ASTM 03162, Class F when BASF Sonoiastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, Indicating the shingles are acceptable for us in so wind zones up to Vie, = 150 mph (V,a = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 600 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis In accordance with ASTM D7158 Indicates the measured uplift resistance (R,) for the CertainTeed asphalt roofing shingles ksted in Section 43 through 4.5 exceeds the calculated uplift force (Fr) at a maximum design wind speed of V,w - ISO mph (V� . 194 mph) for residential 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 ate permdulble under Code !or Installation in these conditions using the insullhrt',on procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within "local jurisdiction, which shah take precedence. 5.5 All products In the roof assembly shah have quality assurance audits In accordance with the Florida Building Code and F.A.C. Rule ISIG20.3. 6. INSTALLATION: 6.1 Roof deck slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to Certalri Corporation and shall hold current Fro3da Statewide Product Approval, or be locally Approved per Rule 61G20-3, per F8C Sections 1507.2.3, 1507.2.4 or R9D5.2.3. 6.2 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nalls per shingle in accordance with FBC 1507.2.7 or Section 11905.2.6 and the rdNrmum requirements herein. 6.2.1 Fasteners shall be In accordance with manufacturer's published requirements, but not Less than FBC 15072.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units wettest in 12 units horizoniaI, use the'Steep Slope` directions. 6.3 CenainTeed asphalt shingles are acceptable for use In reroof (tear -off) or recover applications, subject to the limitations set forth In FSC Section 1510 and CerarnTaed published Installation Instructions. Exterior Iksearch ead Design, uc. C.10 .IA.a vi.*W #"M Evaluation RNatt 3632A6A609 ns44"w 1mvis! 1!03/46/2015 ship 3 Of 9 �TTY I ERD 6.3.1. CT20"'. XT- ZL XT- 31L XT- 30 f ww An sviom 9 Sim $MUM Blom h2' 12' 12' on Am aria ad At Was OfwA* roolq ease" W re" kill rtn1 sun rNi ebI*V4Pavu-A."MKf-bteRw.t anaegA1111 Dba6 -'-r.%mr0 -blast- t`(Enml ligir>1.H ggrrYl 5W045" ,L swh--- ---- --- M I - IV tyN r t3tA" 1"jl5 rrtm) Sea" rya mn) Abhr(26 xnh)aesrawwwrNG aa.r _-- -A-- nrm�es0aew. I ,t --- ry.r11.4 ar/Yy-*mara6Ymaer4011stammit 4AiaP,ya - 'C40TM Aftedre me *I a eM cat Later dltgfw a Mac Igw fl-,R d,rl6.Mar r.mmyJWditir 6.3.1.1 Hip & Ridge: Cut Shingles I2a �."(} ` ' . 1O r111 ml - "'Res _' sum lode• ll Sol, �72" tkE � _ _ _L-__--_�` ti2Jea' rOptipar0 ff, 209wrya mmo ape.11-at-O.rakastaswada.deallaU(/a 1*1'K W.W. A Ok*WAu... saw slewry. �51yr Ague ll-aR aN"*..4rarprix ir-ys wdreba Note: For ASTM D3161 - Class F, use BASF sonoiastk NP 1 adhog" or Henkel PLO Polyurethane Rod & Flashing Sealant In accordance with menufact rer's Instructions. 6.12 caff4m may" She n%*. Cenurwual Slow- and Orard Manor umda•: IBeiM nlAON 12AIMMNOR unO Wndemfpadsom mobtoa fwnn Lae as ant by n.yY mkw* III Mad 3ftmSAW Its aft air at Mee epos dSOM e••&xgerr 6, marY r&derP as sm .dtler®sd ilea. AV* mod -d%ram 1' LIT sm) � o tpof *k* SIr••• 17-5). agbi meYkaaes avert ARM W40Tot 9 l_ f -Ps~ R404 a L w a 4a.Ir maki wet � 1^ wNo „i ,.1 Mims, nrlT.aiJirwyfdilar/AI.wa , 1 I CONVA ra.9kwor.Ydar tw- �� f rid pia r ____ ara� /ra. r? l M. brrwa94.tara.pa a sepi4a waa.a. bwfdwoo4f.pWmtOwwarts Exterior Awe.rdh eM Dntp► LLC Cann... 4tA..eH.w. MU Evaluation Report 3532.09 MAE FLE4"4t9 Raalen t. owu/201s page 4 tuff �TRI,M ERD 6.3.21 Hip & Ridge; ShangleO Ridge �' i21�8� raskin ITS At ltt0S AEp PIG L1 SFF *LTw g9Ad$grawsFomoodA br !R/a 17.1E 3&eriy(irO RIESt da kgaamirll}a Note: For ASTM D3161 - Class F, use BASF Sondastic NP 1 adhesive or Henkel PLO Polyuretham Rod & Flashing Sealant in accordance with manufacturers instructions, 6.3.3 Lan-.-_''. f-arlirnarN` IFL Loodenai±'^ ►to Hommh Lndmui" tartdnwkl Sowb. landmark'• 90krte /L• Phil. L*ndoad" PmvAanL Usishw :k- TL WRAMRSNM®sm Lim wSit Ir 1 SM WAHM I 0nm pin 3ta -$D- (M 1Dl- - �1'PS a" r(R wl --1-0-0 EaR ITEM -PS-)1'd --=1 NCO 11110,04' awjbwwoprswpgw%b Si1IM AR gin it W it mck adf r Roof dailies mdgamm Sir may cad kmkud •Ik(aA tit Mtn AVINk c afiq claim amH ails nil an9 -6 Poo" ARMD"9k 1}pt R At* i' sgON of No* molt comaaide I and comet ead ■ pat it IN IS-1. kaa ad disc. , rcisiarl fffiaNH! e � i�wIw01K Sir 1i4(!0 17` t3G5.$) WSMN Ammo w.• a•Arr.e4,rtwn••et I+rxN* r06"--I dq" 0ea•wa-dwd*w _ r"aDlaiO Tie r-.y t. PSff* ---- o5" Om - Exterior Research said DeslaN4 U.0 00$PmaaJM0.6O.O.M M Nabradoa Rupert MWASAS-M FLS144-R9 N..snsn st 03/n/an hp5d9 wtluCCi' En�t$Crltlg, lIIG w ■�/ [r-\t--) aRgeRnaataP Cr ICC Evaluation Service, LLC ts3 Rwdkwom Row VTR. �i 1 1 ERD T�TM ERD \ f T� vT�/ ERD 3"Osag R.glaW duitBirmi54S"I 3s23i-262.5 VV 1 iVM f 1 I r 3oE05alam5traeC5uke,00 2o5-W-0I60 BrM,CA9aan Note: For ASif4 D3161 -Class F, use BASF Sonodastic NP 1 adhesive or Henkel PLO PolikkWhane Rod & Flashing 6.35 Hatter- 6.3.6 Highland Sias-'. Highland Swte" It: KC NRA IWM tel: S 2SSSAS . Sealant to hand -seat Cedar Crest shigks. Apply NP 1 or 1K adhesive from the middle of the shlrWs raised oveday --r --r on the top place and extending approximately 4-inch along the sides of the headap a" a ana % to 14nch from � � � 1uFb e , I �'{ IOw All siumm um : �� each side tithe shingle's hxad�. immediately align seed apply the over" shingle, gently Pressing tab sides into_ _ � wwwicc+s.erg April 9, 2a1$ L.--r r --1 DN)111 rlrmdH�ep4s d.gM[nnbg c4.ea'kr awb the adhesive, and instil cello. To secure the other side, apply a 2-inch diameter spot of NP 1 o PL adhesive 1 an, .. TR� r r "` " ""'-"w"Tr w""' ddI Budded are dlslgir. Ta sMmload4, iEi..M m wgmrwt PtT)dl1Ci Approval Adm11IItSh>!UN _ ripest• ftd add mw*AograimaTreI1dti Certification of Independence for Evaluation DBPRCodesandSTaridards between the shingle flyers. r_ -- 4 ;,i coma lepbauoobae4e.hewb6asal0fx46ljpeasleMaYA ,w Strife 90 -- . - � N.f.» �• :� eL. 1940 Norlb Monroe Street w 1 It'.C. Evaluation Service, LLC Tallahassee, Florida 32303 4759 r4rw0-aa,r user-aV•-bdSee a,rw+.w. �-�=' wTw arna� pp'e.s eweNpdar.a.a4.i.lNy.ardwnked., ; � � �a (1) ICC Evaluation Service, LLC, does not have, nor does it intend to acquire or will Re: F7 �g49_R7 }"' F0..rss+we4aw..swh.4r a®h.Yrd Yaar•wY)✓rw waad.w.iNet• a. _ 'a*' rw.w rsweemsyw m wl&.ww..dw.b■-vAka4w%pn it acquire, a financial interest in any company manufacturing or distributing r rumr ..lwraaetr I A.aa+ditiodkitim a,.wars s4b .b,al,li 41tyh4a.irwAaraww pwwr ..,kpi.a4.m I" It4Ga e�Radsr 01i1iO""' products for which evaluations are issued. Dew Prodifct Approval Adereeu or. wRysaa42Arwq raapk rarfa t v.,r.t,.i&grwr,-- ayw. Yr aa..2r1e dw es areal WNyw ypra ae.w 6.3.5.1 Hip & Ridge, Option 1: Accessory for Hatteras ,a%%W t.vfi" #A* rir (2) ICC Evaluation Service, LLC, is not owned, operated or corTtroNed by any I have t:omparod the rogLTiTlementy in ttge following codes to determine if the new edition 6.3A Prwd.mwSISNII .Pnt0dadlrs�a-w.PowdantmShamTL--ca,rwtlrmewON.11-.tr.,.trae-0.0. company manufacturing or distributing products it evaluates. tow uN slwhgs dwrr FLWa Porn sip w ta.1 of these codes his revisions that affect the inanUfaCNitlr itof concrete roof tile: FN fe►Sat MA�IW do^ tw aR orb IN � III. ht*& % lw deep ipw, w-me at ad W pwakodA*ad r 6.161 Hip & Ridge, Option l: Refer to instructions herein for Cedar Crast', Cedar Crestw IR o Shargpe Ridgem hip and ~aidt4a Adw aWarGaarapesdarp"exaff...toar, a& defile va. I ridge shlglel. (3) ICC Evaluation Service, LLC, does not have, nor will acquire, a financial interest I. J,.Re walimW Cwe 2W9"bGG 10 the /wwedmlg lAEt(��2012 e� $fto4rt3o&bb mte=MgsNebwlhp*4.bV ♦ in any company manufacturing or distributing products for titian reports are T.1- eir- NemsbeimmeaYtiaDrasm s! I B&N*c as 1 6.3.7 PatriM": being Issued. 2. ClEftPRlp/ Resllda9&iel CElie 20(39 edrtios► the fiEterla72r1 ReRd�tl Code 2012 - - r �� lOW SUIWAtO SLOPE fT� Ste3tt I1Jss rise FOUR satb for early hell s§iagk kxvre^1 sa 1kpNo ItdrNr '' "'it iiiiiis .,it bar stax, 4 tOpluk raises .max t r one ireore A�ti1Nab acquire. a financial interest 3. ��Or/dfY B w.,JLtt-� �1 I 6X ®nx a+loon (4) ICC Evaluation Service, LLC, does not have, nor will car F edition {2014}. t 4 a4 C m"o 1 2 %VA ."""'^"b `^..ry .."'•.••..6 { n, irya d I. ,keel. aLVl7 rt:s mill tpa0 a e Pha might in any other entity involved in the approval process Of the product. ROTE Apgy IaIN o4 pdaid aNkrm - - ♦ - - - - - - -.- - - - Batlldtrg 2010 coition t0 the F70dda caw. rs4 AW-" - s' _ .w WA n w.ar V A-W "am �w4, 4. w, ftwor 15-M. ! � b'aw " f _ _ cumoR: er r era d remit �a o. �.. .gk. w 6G.er 4. 1EtAtdOUW Nis edition (2014). r¢ r _ -4 Bgtild ig Cody Re idtarNd 2010 edition to the FTorigl a Btrtldiillg Cede, eM.ac7/.--daW.aaiP.W. Ao p4r .�7o%.i �____r. ,',s' I . 6.3 a.1 Nip & Ridge, Otrtbnh 1: Presidential Accessory Note: For ASTM 03161 -Class F, use BASF Sonolastrc NP 1 adhesive or Henkel PLO PaywetMne Roof &Flashing Th, � T O The result of this comparison 1s that there are no Changes to the newer Codes that gffW the rusnom AOQST�T Sealant in accordance with manufacturer's instructions. 4wrte..' - y which OIRnLifflLTtlre of concrete roof tiles. The only revisions affect the ir�dltitiart 6.3.5.2 Hip & Ridge, option 2: Cut Hatteras Shingles -. a ' = . Shahin Moinian, P.E. - President �� >io �1� Od the mar'ufac4hPe Or quality of mncnete roof tiles. Ptetldratlal accessory Okatgkf t� be red for ewr'erfag � tad b to d* (fix ES MOM � 7, lea -.g' Hlp & Ridge: War to instructions herein for Cedar Crest Cedar Crest' IR, Shadow Rrge^ or Sangk RIdBe"' kp ICC Evaluation Service, LLC '�° `ap 2M ran and refer, shingles. Conclusion: FL7849-R6 is in compliance with the requirements of F7orldw B4efldirtg Cody the boom of the "bft, fton each v a Leo tail s arms. The bAmom Mgt be I %I or ]Dow I Bart/dJng 5 edition (2014) and the Fforlls Bad Cody Rraidsaolai 5ib edition 14 Long �, a �/ P�'2w i I � , � � � 7. LAaELsee� � )• either !t' into the &vk or rom eugly Strouga be deck A'lydenhad _ _ _ i 1 r � I � - Irr�• \ ��\ 7.1 Each unit shall bear a permanent label with the manufacturer's nanw, biro, city, state area rho of the Accredited sarMdTtbmnin Wo &&rentibm Acceslptrpobced w - - _ _ - 16�) tnh) �r i l CNarM Assurance Agency noted herein. HkatlRgllam,&Lb11'212'; Ibrtand. ORpxodEcu 97h'ilSl4' pp Csp 9, '� \ 7.2 Asphalt shingle wrappers shall indicate compliance with one d the required crassiarXtbrrs detailed In FBC Table Sincerely, acce"T Shingle SakeT Ailsgte Sh'egls �lZ��ty 1507.2.7-1 / R905.2.6.1. Note: For ASTM D3161 - Class F, use BAST Sonolastk NP 1 adhesive or Henkel PLO Polyurethane Rod & Flashing \ S. Bunsim PEWST REQu1REMEims: C-(�" I '- - - Sealant inaccordance with manufacturer's Instructions. Raw6-7& d11Y/a aMA6r b mil-c* P*M 15-P 7rWu"M or ow 4ibmR&Mla as%ro4m As required by the Building Official Or Authority HavIng ludsdiction In order to properly evaluate the installation of this product. � 6.3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crests IR hip and rite shingles. Note: For ASTM D3161 - Crass F, use BASF Sunodastk NP 1 adhesive or Henkel PLO Polyurethanes roof & Flashing Gary ryW. Walw,z4. Sealant in accordance with manufacturer's Instructions. 9. MANKIFACTURING PLAM'. ` Contact the named CIA enti for information or which . • �-e. ty plants produce produce covered try Florida Rule 61G2a3 CIA requirements. ,•�, I .t'.�`'' )* 10. QuA1nYA59UtmaEMfIY: J ��,.•�•r;-. (:a.4 41" UL LLC -QUA8625: (414) 249-6409; karen.buthmann@us.ul.com ST�f C's - END of EVALUATION REPORT - Cf-. Thomas J=Mett - BOral Roofing- 1932 South 51 a Avenue Phoe i ftS9d 4� -. gwResearch ta wlie d Ook k Ur- evahadba fs" 3MADAM-0 Manor Raaand eeh aDeaEr4 LLC Evaae r.on Int0ern Mn,K.40 Exterior raatareh and Dolan, LLC Eween kwAmain m 2.Oa.E640 •! .r :' :: • • . GIWR-.alAa..rw.ew, OOM R3444-M fa/P a/Autherl wwh MM nm&4-at C.*kM.tAWa.a lwn etch Fh5a44-Ra r _ t',` l-• � , Mrkinn a.03/r/1d11 RiwNlon 9: 03/0"Is Revision M03/00/2015111 dims ''r":.:::. ---. hp70f4 hp9Nd9 hge9ofE ETR-196r I aba ftley Aocephed and Tnksftd Papa 2 Or /9 EMR iga I AMW W"*AcoejYed anti Tmmftd Pap& a of 10 ENtr1B47 I Abe WM%byAmepIWad TRWed Pap 4 of 19 EBR-tfff I ►bit VAIWACCeykdand 7traged Page a CC 1B t - roof tie fway be kn UOM with tnOtMis that am fecoVilized be e' 1, gnre 11 to WONtKW- the ael0dyttaRN[ wind tgwt TABLE 7-TLE onglaigionI, NEIBNTs Aso K4m*ACTURIRG FAcfulS TABLE, -TILE DIMMMNk WAMfTs AM WMWACnWA66 FACAUTES rAwfoME) TABLE 2-TI E FACTORS AM TILE FACTOR RATIOS e009rg Tie alppata low IltaleRafm ties trsitut frege ,•••,••,_• •,• for Fi(jtiwbd AppBcil - b Append[ B moits set system must be in accordance wO tie no" or the TfarristrI, rsutlaldh mans. The gon51c iMES Evaluatlon Report ESR-1647• MOROCWWS =c Fs trwswuon reportrequired aewdyrlrmc wan moment, oftrasal id in 4A YNnd liEalrY,oa: accordance wet Tables 5A Dwough( Go of ffm TM NfSRCA be RtsMTn mm be munpai a" Me fackpi era�Yr(b(k This reportL9aulyedtorBnBwBiAugfAft 1, 2Of5. �1 Caekaaw 1 e:asart9a 900 SHiara aRi gaadara nllo n Table 2 b ololan Use Ta le 2 to re"e0 WE renoftnelt for we spec(ac root we berg Installed, The I ( 14234IFp I lei i!! 0663 A S+dei Y 1/IkBFn8R0!!BT Code Coeenciia 4:4.1.1 291E MC: IuisteYDmt a these yges is frnae# to aw am seradynaiEt WES Mr eel for The nod Me the pescdpMe pwamelos of Table 1507.3.7 Rx uN mate hGkenng sysMm selected SI M Table TA of K design wind If I I It Mel at 130 no (2110 instn) at less TRVWSRCA ptr9aaa8at manual mist be erne) to or OMlI' 07 00 00-THERNAL AID MMSWM tn0nenera and provide a OE1er sap. N roof sues are required aerodynamicuyM Oresund for and meat roof tseylw of6D feel (16.3 in) or 1"s. these the Sham root rdtaftd PROTEQTION designed nth anchor legs ewe" lot The Ce69rtie and marsentan ch4h" ff 99aYoe: 97 tg--CallMgla HOd TIM a pn0wel. •11A OfwRled strand DOnrd a mkwaanw lc 4.D FM dWMOitloii: daceMwArI a dew rMlmoxidenil oW wtedpphw IO The esposed surface n a corinererauDle iiatewl d mooed $D ft REPORT►IOLO®It: mdo¢>ty wet Tie We oil! 90 produce a twougWcobmd t ) pY�4 a =i(9(- torraabuF4rsMtau=• 11.9 ruin wrion alBtaaGe n accordance EM To report Tie a" aeitad.eed wood screw, in tbe censer bstum hot-, may Rod" come* rod On We Ckr A rod cavernps at Product be used b Neu tithe two rags required for roof slopes of auortstce wen IBC section 15052 and 1RC section @ORAL ROOPINO aloof sues are cued b reach before TETS ICVIM CENTER DItl11E. 9Ung 100 Iles we eKhf oilI s installed 3:12 and ear. The screw must be Of suaklefa Ienp k R902.1. Whom roil sues we IletalBd vdn a roof tie peakape gimuth the deck a mnimum or t. ten •SP11 tin be n accexuance reh . WAE, CAUFORMA tlttS ITM1 TOi 1M6 dry wet we are ilUtdW b Tabte 1 d Ttw hpmt Rod tT- (19.1 Irwty. Tye b((9(e(ewg screw must now a Sierra diameter a 0.130 With (3.5 mm) and a head d of Itfl�� ptdwe we Igstraled b Fi9(R 1. 0-328 bid (&3 mm) BA ,OIDITON9 OF USE fad 3.2 Concmb Rod TMr: The tie may be Ietl MM baWs. Bagere Installed The Bdral Roofing extruded CancreM,00f ties Onabed in 3p•dsfr'S rod ides ah rmtded Cer c t root figs Lai mint be nornblasy t-btcli-by-34nch wood Each we mug this repon ctarp y aft or are mum Affraffires so NEW IEVALUIIDR SULMCT. coney van ASTIA C1491 The rod Me w mwwtaaaed in be Fsterhed 10 the Dalian with a skspe CWtoadm4tMsMMt s specRled in. those code bred in Section 1.0 or HO ftte same snbNKf as ire roar on described in Section 3.1. butlerew wood screw in the center f89Rner hate- The report sucjed 1D the bi0wig cmftor s: OORLMM ROOF TILES: ATLAND9, BANCOAMA 990, except The tie a n ortlte"Mai g. The roof tin is desigi ea screw mat penetrate Be oalerl a militwnl or '/, net Li The resat Win oust be igaied In accordance wet Ore BARCELON144MPACT, GR0. CEDMLnE I w fKm ancM loge. The psoArt tlMi0 IS eMsfe wwo (19.1 mm) M mast not pemebale The u nderleysterR The sepal the code ilia The THMNSFlfA CEDMNJTE OW CLASSIC 190. ESPANA I BARCw1ANA, sue ashae0 dry Mengel ee kCkalted n Table 1. See � a The Tic aligned vet tla- ummit In The manual n Las- a a t:rt a The tMino ESPMN 900, IIOIE ITEAD t14AKE. NOWSWAD - 1 ar an wumawn of the tie. HATE, &M)ERA, MRORA M. Ossm 9 I WAaladonfim@on anon maneM and UES teporl, Sits Report mat I le I*lict report mud 4A tiC and lOOB IBC and TLC: ku i wARCBONIk RONA, SAXONY, LOMW OW LUONY 4.0 N/STAL1Al10N s; or Tel gone theme T Is b The Paarnemre d 9�- theme wee Is he 70k TAXONY 9M, 2IiXONY-tiiaAlQ, sAXONY-1LAML 4.1 Gomwi Seddon R9ift 18 C, as 1507.a.7 a TIC IBC aria Section R9R4.3.T a the RC, as g,2 The tad dectag ilia mot irailig system mot be SAXONY-COUNTRY SLATE, SAXOM-SPl1T SHM F, kMi�lalk9drn d t1e Burr 140aaesg roof tSh9 m1e1 be k appicable. for basic tttd Still (3-setaW par) a desumd W Ire appropriate bads deleser ned n 1D0 no (161 larvh) or less and men roofd!veto0a of accordance won me applicable cone. SAXONY InJT SLAM SAXONY4 PACT, SAXONY OW accordance wM tie Cdncrt3C and lay ROor Tie -r ken (18 288 mm) a less ax The NC and *10 MPACT SPANISH Or. SPAM9H tTtIEVD, IEJAS Nlslaratorn Mwwg for abdgrale CWnde Rapids. dolled6o gA The Blare faooft concrele rod sues se pmdKeed a (12 192 mm) or ass for the IRC_ ESPANIk VAMMM ROLL, VLLA, VLLA 900. VLLA Mach 2010, p&Wwd by go Tle RDO&V bWAft I the lr tW" kcalties specified in Table 1 under 990 AND VIE." 9004brACT and western Sties R1" I III Contractors Association See Section 14.1.1 for pxRata(9 at g win r(9k a oaft CaWd program WO nsp-cgr m fly NI Qvm!k nu wired ED as the TRhWSRCA YsUdidan screw in less or two flab felt roof Mopes of 112 and aver. OA EVI)ENCi 9UMT MD 1A EVALUATION SCOPE nwai* and recogrbed In ES&MIF except as Also, we Scam 4.4./-1 for wee on on gR)dns. e with the aKe rffiem itse n and Cowlpaera wNh Mrs l 0" , I g cedes: onelwiae edged n 9a/ report. n case da CmAd Deloseen are NCO report. gab hport govelre YIE 4N Am es (AC,ES SM.Ac, ' I 7Ms fanpt CadasTlT ! OadatllEe 909, Rr (ygi. and Concrete Roof Tres (AC180), tdiW Fesfetvy Cone February ■ 2072 and 2008 it[elsall0na Btz/dl'Ig CaW (IBC) Thti lelxort and Ma TRIMfSR(A f rrnsNel mRit report arid 00 T 1 I MalOq anW IYiora lox 2012. w 2012 and 20M &WnmWnM AmMenW Codes (CRC) be mabbw a Use pbYbe at al goes Wag MdOO r 4ALL1 2M2 OC: Poe aYnie design wind speeds (VW 7A IDg31TTaCATHM a OEM Codes on secTor 9.0) The roil sues mist be kotft'd on a nalam rn roof slope of 2'&:12 (20.03%). Cam mist be taken *Aft Seel of 13D mph (209 krnii or less and mean roof he VU of The underside a each geld tie, except for Cedaiwe I 00 led (103 m) d less, tiles mast be knOded n raid ld t e, ema 6 ~ Yskialon b ensure gal tsorfmr9a )atb are bept paalel Taw Choate Medea Too sun, w mod 160"! Set"Sicor theIrv. Farr atlas a Terse wer Site hibe eiLlfbe d Banf " logo (Flipme 2) or aPPr ■ Fie Casa I soon 10 the ease and vertical paw are at dW aaegks b he ere b Oda m Mane WWM" MOO b9669eh nE Na P-rohm Pary((WS. the sues and the fasleag the nave MonleLtctiYe. BOeel. Borax Lte19e or Vdale. i VrbaUsr raYuatce and proper 2 aria appearance. AN cracked and baalMn roof � � � h -W In on Beside of each we Each Is VI VA&4JP I ICI NIa110E sues aaef be repk[ 2.9 us" -I'slasws: Debe Under the 2012 IBC and I RC (AS-CE 7-10). sh"AV pallet matav le a label bearag ate BRodatg I 4.2 Adbo$Mw Sat 4.2 The Bo ai Roofing ca ncrele root sun aSWW over $tied The Bela) Roofing roof On Slay be MAM W with roar tie reane, UtC Be dlSlgra mahu oetur" location and 4AJL2 SM2 t4M For bask wind speeds (3-Second query aDdresa: cow SAID em0sr, quality of tins pep reset sh ,, , lg are as id as Class A roil coved in adhesives to we fecOplm-d in a chant IOC -ES of 100 mlpR (161 amid) or less. and mean roof heights of ADM date; weW fang the cummim report 40 hed (12 192 mm) or Mess, On must be Y I - I In accordance wth section 1505.2 of to RIC and Section evagallan report for See an concrete reading tie marlbef MSyR-1644 accoidarce Sift the preacM*m parameters of Section R902.1 ari- SRC. appicapRs. asMg m d wo ung Tine alesNe ad FtM 3.7 of Vw RC. For appTtaSds oeyorld Those SA OTIERCOOES Le MICW systN1aem nigist be fit, , nD -I It -P pres:rpO9e parsmetda, the sun and Taee fM&Vg In aAI b Bw codes regimented in Section t 0, Tee easaan re Al ail, - ' " q Corgm ades: tIhtORefsI port RoTo system WdW be desVie d in accordance with Fl9((re 1 Of products in to report wee evaluated fur compliance chill Thee roof sun we exhuded nkrbck COIKnel- roof en 4.2 Nrrr gat 9ysomm I S11,20 (P. On" Cwdf fabm br HIM Wind the requirements ofa* MoNlfrg fade. Tay comply with AMU C1492 and hMV atenocaig rks Eno rd The Vwa 600, Barcelona GOD. Saxony, W Applications Menderthe 2Oi2 i8C and RUC "CE 7-10). IT 2006 baemawWW eadg Grade• 0Bq on Ia brgaifdal eapes of as ties to roshkt kkral Cedm=&rAUft We and Madera sum, the Bore ROMV 4A.t3 2 MC ant IRC: For basic wind speeds a 2006 &*rrmDbnW RwOm r Coe per) p4mcorld gust) of 100 no (161 1nVh) or less and mean •ROAM" April and root Sdgtal a 6D kit (1S 208 mm) a 10M br Oe IBC a The Bail Roahg concrete roof sues YLSlaia l over 40 set (12 192 min) or Yes for Vie IRC. ties must be sold or spaced sreeRErsg ace considered Class A In T" DFSWAATidh TILE FA CO M FACTOR RATID' caprl SAW'Vio9(rd (90" Taft Facbfi 1.00D mimo n 6 / Bucolic somw Sooty Eagain Thelon Ty" ESWO Aaf ves cmat 100 1Rah.aYad . ahW Ho .rsW -Slow. this Bamm - NNW Aluft Ski / AgaaS 700&vd ID13 072e BP~ s• 1.265 0.889 8Pa"h IV Nuevo 1.1M 0.813 Espana / pncelwls I MS I'M Espana Gm I BwAkm 600 Bat4bm 900 Blalcelona - M*W Baebey No am wy no samw we aa•mr(Lt MO HwNOM abw SNOW W Shia Old EnD4U Ttakh vm aw vwsm SLWW No-wqut 'Tao, N rawaLasmctwIcawioeacimdt.4WRa.SWSOCW4.A2arWnWoWA9pndx6dIke TROSRCAEwWawon mwsW be additional dab& 'Snowy I , - . 9n tab I Proabr Soon!- minim, rYe, Spa alhaa, apw aaak Cwety slime (body anb, omm" Bpal Ff. . &*M Thoft Miss Sp91 Oil English ThYck_ xrdad..a./*-wr. i,......dar- werr-wwassa-r4 ievaer -a"...o+ gem n icuwa.cc wi a- P,e' %.- laat-- s..,..�.,.o -, .,� r+.y, ,.. o,w .w .-ww.. ,wt,.� .w.nail.w,rF+•.a,y.rlds,swr...ww�Nw„}.aw Aw.r-ines 9ixts.br.s.Ohni= iOr- pAd. Table /507.33 OF Me IBC a saTNn R905A7 a Ire IRC, aid 2W6 PC section R902.1 AM once cdMAkng d For W. , khdh = 2s.4 rwa, ,ICY- 4.M Far St a nrn. zs4 rwn, 1 pY=..M lgpt'. aep2taYew4M4.rrwienp.rc -.*= =--,.,dyirglrrt M air as appecabie. For appecaTmS bey taW 9- peura0ae nKollnwgn we a1 described in SectoRS 2.0 ine" 7.0. 'WOMM dry wiped is bwW an a 34KN hoar.. OIMAafein4 PaRoarle paartekls, The Wes and the MAW" systems mus! 'AR dnwmwa as rndliwal OESIGMATIOII rSTALLEDDRY TrawTILE Tr w" owrmsons'(w.) NAWFACTIR OG FACILITY LEMG411 VI" AaaNh-SWo 10A fair. 10% POapara A9wft - Texbred 10.4 1614 let. Pompano, aarc4M6900 9.5 17 13 Law Vesn" ewcebm 900 9.3 17 13 LMMW amok= -Impact 10-3 16% 13 Katy con 10.1 17 12% Lake Vial" eadwRs / Cdv w 6m 5.2 Wit 13 G" Espere lSWOOM 9.0 17 12% HalhdMinOn Espern IBandwa as 17 12% LW Webs Ealw / Smakess 9.0 17 12% Lmnm* Espwa I BM•elaa to 1T 12% RieM Espra600/Bamebro GOD 5-2 17 12'h Rhin som y Soo - Fknom Sim 9-1 17 13 Sbckbt NteOwa 9.5 13% 13 Oaoy "Odra TW 71 13% 13 GOO kfbsrm s Iswcoww 10.3 sell, 13 Phoenix Sa orry 900 - Spill Old Engbh The" 9.9 17 13 Moc"on &-a y Canty Shale 103 ts% 13 Kay rswmmy - CM" S7wlw 103 17 12% Rahn 8amry - COW" SEND 103 1611, 13 Kay am" -CM" 34" 10.3 17 12% RWD BMW" - CW" spat a" 10.3 16% 13 Kay SUMN-rygbh Thatch 103 16% 13 Kay Bm"-EnOWT"wh 10.3 1 17 12% Rwft Sam" -English Thu" 104 11 12% Law wain Saxony - Snake 181 fell. 13 Kay ssxm - Show 9.5 1614 13 Pi$MOkt sexmy - Slaw 10.3 17 12% Fo,M BMW" - snaw 10A 17 124 Lam wan Saxony - State 9.6 17 13 Denver Saxony GOD -slaw 9.1 I 17 13 UOMP 8mmny OW-Br1aw 9.1 17 13 slockbn worry - Slab 9.5 16% 13 Phonta Saxony - stab /0.3 /81r, 13 Katy 8,amoy-Soft 10.3 17 12% RWo a=" - Slab 10.4 17 12's, Lim WAS salary goo - still* 9.1 17 13 L aftm Snowy M0 81Y0 9.1 17 13 ffickbn saw" Goo - country sou 9.1 17 13 811(chdml Boom - slab 9.6 17 13 NOW 9a eny - country Sine 2-6 17 13 owwar SOw"-SMOId Erl"TUekh to 17 13 o. Saxony - Soil Sh" 10.3 iT 1 12% RRiD 8many - %a sit" 10-4 IT 1 12% 1 Law'Nalea Sammy - Spot slob I 103 1 17 1 12% 1 meND ilF DESIGNA710N rSTALLED DRY WMNT'O" N9ma=Nvom.) MAMWACTLRirr. FACILITY LEMM wim Ba" - Bpi BIM 104 17 12% Lila wads Sa any BOD - Shia 5.7 17 13 sbrom sowNfwo-94b 5.7 17 13 Bbaftn Saxony GOD -%*ShOM 5.7 17 t3 sbdrbn Saany 70D-Shake 7-2 17 13 Bbcldnh Savoury me - slow 7.2 17 13 BYKklon Snowy 701)-Spw Slide 72 17 /3 8bcAwn Samey7o0-ormse 7.1 17 13 Raw B49"7M-Slab 7.1 17 /3 Rialto aamny/00-spw BhYa 7.1 17 13 Rbao stay 906-Snaw a1 I7 13 NlSrhdwson Smairry 9M-State 9.1 17 /3 Fe.td.wt Smasy 9W-Chanty Slob %1 17 13 efOrndOreOrh salary 900-ShMe 9.5 17 13 Lee COY" Savory 9M - am 9.5 17 13 Lake Wain S&KOWBW-BpRBrake 9.5 17 13 take want BMW" goo -cOMty slsw 9.5 17 /3 Lima walls Spanish-W9.5 19 W% Pampa- TyrEspensteareabrrs ILO I 1S% /3 Kay Vanguard Rag 8.4 falls 13 POnkperh0 via go Is% 13 PIhOSrnk vm ow 00 17 /3 RW VW WD 9A 17 13 oawr vul ono 5.8 17 13 Rbb VIM WD Go 17 13 Btecldrn Vila goo IL3 17 13 SbclOwh VM so loll, 13 K* mb a)a 92 17 13 Lam wow So~ Ir wjwo S9 17 Sell Law War savory we 59 I 13 RWo so my 900 9.3 17 13 ram SNOW -bgsct 10,5 WA t3 Katy 8111"mny-umat 105 /7 13 Owner Simony 900-loped 10.4 17 1s 5bekbn VOW ODD -tehpct 10.1 17 13 Onwm ciaut 100 Its 1651, 13 Tw rea HaswoluW-Shake as e% 13 reran. "Ownsh d-so" 9.8 to% 13 Tm=n (AM R3 16% 13 Tam= Somuy-Shwa 105 *% 13 TSWM Sammy - State 105 16% t3 Tawsma s m m - Cprtky sins 10.5 M% 13 TDOM= sbwey-sit caw 10.5 m% 13 Taws Bemri-ftmo a N)S 16% 13 Tatxena Vi ILO t8% 13 Team -6--0 i U) M (D " U N O � (D 2 N 0_ U .C" V N to = T= � (U v/ V O ry � a' ^W 5- O 0 O U_ M C:)\V %4_ O CU .N p fy L -_ fit CU o t6 0- F" .- W Q E z W J 0) C: 0 .'(1) ^W^,, CD m C_ �W v , M F CIO > O L �o CL CL C: El<0 ,I-. 0 nO {..i.s. (1) C- V, `V wl WW U) G Q Z Z a -A CL SHEET N0. RD 1.0, N O N N �--• ENtwMQ I MOWWilli Accepted and Tnmbd Paw ad1a EM-iga I YostWd!lyAccepted and Trimmed PaaaTofto ENt-1691 MOWWU&YADoeptedantTrtMW Page ad1• EHR-164F7I UD:tY1C*Aeoe»iaWTnnad Patin Sd,a ESR-1"7I UW*"AcceptedandTrusW ft Hdto � L .N Q 0 C)wrr--sir ant•• --Taws trna.6rwrrs �an bra O raitra.GYAa.4aa lea Wr A hillas h IN SERVICE \ V ayrtrA *A • ~BMW N@Nwb A NaAhda 8 r.«r. A "ear i �" ICC-ES Evaluation Report ESR4647 C13C and CRC SupplefneW U N • R ,•d A* 2013 • \ s..N-4Hfrat� >wa Tits report is subject to terMwerate�ulr t, 2015. � � V � ��1 wwwAccommiorm I IEo6I 42s667 EI i�I s9941643 a Sabstdtery at art! lntemafionar code Colrnce I- � - L-- N -� • DSgfk 07 0• e�-YHEr4AAL AND MOta7URE PROTECTION O -2M �`- $Daum 07 3210-Conaou PAN Tons O ILL. RANM TIICLE43t I O CU p > BOP-*L ROOFING (aHlTtraltla6 (n V! .}�• Q traNrr. If a won r«wr.-a.a.. aloe _E Q arw74• .411. rr.naa. I - OF EVALwaION atte,lE4:T: • . f i CONCRETE ROM MUM. ATLANiIapA , WJICB M Nk RCMCNA-NPACT, CAPRI, CEDANUTE I CEDARLITE OW CLASSIC 100, ESPANA / BARCELONA, ESPANA GM MMSIFJW SHAKE, NOM"WA6-SLATE, HAOERA, IIADERA Tw MaeION a e eMRCRaw ROMA. SAXONY, &4=W M. SAXONy'f0a, SAXow m "=W-*UWM SAXONY-SLATE. SAXONY-COIMTRY $LAM SARONY-.IPUT SINAIM SAXONY-SPLrr SLATE, SAXONy- RWP=, SAXONY SOS- WA". SPAMM -I-, SPAM= -S- NUEM T161" ESPANA, VANGUARD R011, VR1A, Va I a a•a, V"A Ma AIM VLLA SM-TACT IA EVALUATION SCOPE CaRtpRasol w4Sn Ill thbwb6 codas: C,&Nbme Building Coder man" e�'st•ifa s uwrrrw•-rrrrn.4arls 1arel.rr.eaa �� ■Soto Capdrda Aeaf�n9a! Code !east_�•aI fnr. a.+.r-attar VAN.era IN "in sovabaHad aa•a�.-I.l.rl Rdl.lw A a VII. •N-t.V.al 4.�r'7s• �w.o ~' writsMUM ■ weather R kshinc to FIGURE I-TLE LLUSTMn=S K WaMAI looll" Standing code s`-� r ar The Bloop Roo" concretes root Was described In rid !twit report ESR-16/7 may be unit where a Class A Foot covering •wf•RrMIYM conliplyft wall COC Section 115061.1, a Chaa 8 roof e:overltg e0nphrYlg wpY CDC Seeman 1505., 2, or a t3a6s C reef . MY nMY. col/Calg cexrq" Win CBC SWVDn IM5.1.3 a 1eguWK proeltlM CatBMm a In accor =e writ ale - repcirl and Mikfto A the aMO" requirements d SKIM ISH.3.10 and 1511 at" C8C. The rod ties may be sand In the construction of new ta/rlgs foealerS In a Fire Hamid Severity Zone waft Sme _ - RelparRCauy Areas at any WIMara-Unto, apace Fire Aron, provMkd Installation is aW in accordance wMt the master • • '•'�• •rra err i a 4 e repaid and Ste additional mgWemd•s of Sections 70tA3 and 706A Oahe CBC. ....asws.Aa &a eaabrutaAlaSm - codafCRq Wa ndit rrrar tM taaMa ern The Boat ROOM concrete red Ws described In one mazer report F_SIt-1647 may he used where a Oam A Foot covering o+s sun d•Putdag anca nplyi g vrM CRC Section R902.1.1, a Clons 8 root covering cexr M" rah CRC Seeman R902-1 2, or a Ckn C roof nunuftcaaf+a bcaacn COMI g earpy ug with CRC Swoon R902.1.3 L rapt ed, prvMW t»taMm is in accordance M One nmom import and the Ma lellan reaaaaents of Secbn R905 3 of the CRC. The MW Me Iewwrfwsrrr y •" �•.J.•+w FIGURE 11 -TILE LLUSTMTtORs fCOWaaad) peYlOed aRta OM a Sao an accordance *M be mtlter may new locoed iA arty wadRrnb-lNbarn Inlwrmce Fie AFea, report and the, a tegWterrwrs d 9ecSdn R327 FRIRE iNOMERUFETLE of OR ROOFING LOGO R327.5 One CRC. .1-5and ., R-- "SURE !--TILE ILLUSTRATIONS a>Th Oe �•r�aCo d in bid su pIRnerd have net been evaluated for OMI CpHnee wah be #MwnafofW Na0•nd-1 rbM F'ICURE 1-TILE LU PUTMNS (Coo a vO FWAXW I -TILE LW I TMTIONS Kealmoo This anrppterrrnl COFctraertay web the rtNR310 report reaaad July 2013, revised Ape 2CI 4. 'RwAa•4 Alm 1.14 LC-IIRi1s4.•wrrMwsWs.Tsra•Wbw•f`r•M�.r�rW�r.iio.[rwirrYrsrf �� w «•is.. ♦4r+•Vr+U4•,i.sl we.r.�ratssA. r r tL• k+rtw.r brteltti4s.sw+. ttC .orrr..+ll4t s rgl,gr.6.r r,W.rrws rs r wr•a.rr.rrb+.ror. MUM 02014 LU FL #: FL 5219.3 R3 FL #: FL 5219.3 R3 FL S: FL 5219.3 R3 Date: 4 / 13 / 15 Date: 4 / 13 / 15 Date: 4 / 13 / 15 FL It: R 5219.3 R3 CBUCK Engtf�`ie�rlt�q CBUCK Engin�rinq Pag rt Na.: z o $-SRVP-S-ssw{a CBUCK EIC" EVALUATION Nngir w3erIn Page Report No.: 3 of 8 save-s-56w-Ea NCBUCK Engirt vnirInq �s "No.: 45of $SRVP-6.56w ER CBUCK En inc �'i RepDatort No.: °5-133a-Sa'�-sS6W-R Q , ^� Page 5 of 8 SERVICE SQEaCIdill'1.I ShLlehxal EnQilelaYN to CBUCK Inc. C VWXte of Aatrxxuation X8064 SppelaRy StrLJrettxd Ef 1Qk"IPPrII"IQ CBUCK W. Cert*ote of Authorization #80" I r=h1-IChXc!M Er IQWXWrM CBUCK. Inc. Certificate of Authorizarmn aso64 511:11111111c3cwy strLichx4c i Enpineenlo CBUCK, Inc. Certificate of Authorization R8o64 caU cx, Inc Certificateof A ut arnotlon aeeas ICC-ES Evaluation Report ESR4647 F13C Supplement' !Swatted J* 2013 7risreWismityectromnftvdAugust ',2015 Evaluation Report 42s4UT 696-06" A Subaidiery of ate hrt6ntaaorrel Code Comicire Performance Standards: The product described herein has demonstrated compliance with: I IMQI I les2l "Standard Off Ridge Vent with Permanent Baffle for Shingles" Manufacturer. TAMCO (by ManfachArateria(s Ridge vent with Perm 04f Ridge vent • TAS-100'A f95 - Wind and Wind Driven Rohn Resistance and/or Increased {by Manuheturer): wkh Permanent Baffle for Shingles Windspeed Resistance of Soffit Ventilation Strip and Continuous or Installation: Installation Method: OMSKM m M aa-ItIERNAL AMOISTURE ID PRDT�TIDN Metal Roof Assembly Product Name: "Standard Off Ridge vent with Permanent Baffle for Shi Thickness: steel SoalbW a73210•-CORMSO NNW TIN � "g1e+" intermittent Ventilation System Installed at the Ridge Area. Yield Strength: 26 gage (min.) {Refer to drawings at the end of this report.} REPORTHOLOErt Manufacturer' Corrosion Resistance: 50 ksi min. Product Category: Roofing Code Compliance: The product described herein has demonstrated compliance with Florida Building In compliance with FBC Section 1507.4.3: • Prepare deck opening by trimming any shingles &nails that may interfere eORAL *DOING Thompson Architectural Metals Company (TAMCO) Code Sth Edition (2014), Section 1709.2. . ASTM A792 coated, or with ridge vent installation. Tina mm ommem D7 m stirs to • ASTM A653 G90 aIvanized steel • Apply roof cement to the underside, back and side flanges of the ridge vent. W*Vlr6 CAUPOWEi4/2ita 5015 E. Hillsborough Avenue Product Sub -Category Roofing Accessories that are an Integral part of the Roof System Evaluation Report This product evaluation is limited to compliance with the structural requirements 8 Cement should be a 1/4' thick and extend 2" onto roof underlayment. lomal me -low Dimensions: Tampa, FL 33605 Scope: of the Florida Building Corte, as related to the scope section to Florida Product 24„ (Install cement In compliance with manufacturer's installation guidelines.) Width: jM�g�yp` Approval Rule 61G20-3.i)Ol. • Position vent flange beneath loosened shingles and align with deck opening. (800� 248-3456 Compliance Medved: State Product Approval Rule 61G20 3-DOS (2) (b) Height; 4-1/4" EVALUATION $U&J CT, for lengths: Various: 4, 6', 8 , or 10' (nominal) Attach vent top and side flanges to deck with nails spaced 8' o c and 1-1/2" Limitations and • Scoot of "Limitations and Conditions of Use" for this evaluation: from each end. CONCRETE ROOF TI E$: ATLANTIS, aARCELOW1SW sA ACT, CAI%, CEDANLrIE /OEDARLIEOW Florida Product al Product/Syste"Standard Off Ridge Vent with Permanent Baffle for Shingles" Conditions of Use: This evaluation re O g flange to deck, nail and adhere loosened shingles with flashing CLASSIC /S0. ESPANA / MMCB ^ ESPANA OW HOMESTEAD 64MM NOWSTEAD-SLATE, M �� m port for 'Optional Statewide Approval' contains technical After fastening # FL 5219.3 R3 Description: Steel roof ridge vent for shingle roofs mechanically attached to Plywood Deck. documentation, specifications and installation methods which include Permanent Bad cement. A g posed nap heads and wherever flange •urDea Tao. •usIDN a t EARI:BOMII ROSIA, SAXONY, t1Art01rN aid. SAXONY TIS, SAXONY tl•0, SAXONY- Pec () PPN flashing cement t0 ex SNAKS, SAXONy_"7lL SAMM-COUNTRY SLAM SAXONY41PUT SHANK. LMONY4WUT SLATE, SAXONY- Thickness: Steel OWACT. SAXONY 9104UPAOT. SPANISH -a- . SPANISH -a" MrEvo. TFAU ESPANik VANGUARD ROLL, VILIlimitations and Conditions of Use" throughout the report to accordance edges meet shingles. vLLAeaa.truAaoaAov<uaeaaa►ACT FloridalBuildingCOdeSth Edition Product Assembly as Refer to Page 4 of this report for product assembly components/materials & with Rule 61GZ0-3.IX)5. Per Rule 61G20-3.004, the Florida Building Yield Strength: 26 gauge (min.) Method' 2 - B Evaluated: standards: Commission is the authority to approve products under "Optional Statewide Corrosion Resistance: 50 ksi min. Install the "Standard Off Ridge Vent with Permanent Baffle for Shingles" assembly 1.2 EVALUATION SCOPE Approval". In compliance with FBC Section IW7.4.3: in compliance with the installation method listed in this report and applicable Category Roofing 1. Ridge Vent with Permanent Baffle . ASTM A792 coated, or code sections of FBC Sth Edition (2014) . The installation method described Cd1I1PSaaa•wSll 91•f•S4arSlp ead4a: 8 • Option for application outside "limitations and Conditions of Use" ■ 2010y7aiw &,sung coos- 3idi 12 SUIT - Category: Roofing Accessories that are an Integral 2. Fasteners Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific • ASTM A653 G90 galvanized steel herein is in accordance with the scope of this evaluation report. Refer to 3. Roof Adhesive manufacturers installation instructions as a supplemental guide for attachment. • 2motadnaaBtrar•ng� Part of the Roof SySti?rr1 approval by the local authorities having jurisdiction in accordance with the Dimensions: 0 opm evakiaut alternate methods and materials authorized in the Code'. Any modification Width: 6.1/2' ■ File ednsMcgbn p p Product: "Standard Off Ridge Vent Support: Type: of the product as evaluated in this report and approved by the Florida Height: 4- Referenced Data: 1. TAS 100 S vvea6kr realstmnce with Permanent Baffle" Wood Deck Building Commission is outside the scope of this evaluation and will be the Lengths: Various: 4', 6', 8, or 10' (nominal) (A)-95 Test a yionif upltresistatce Material: Steel (Design of support and its attachment to support framing is outside the scope of responsibility of others. PRI Asphalt Technologies, Inc, (FBC Organization #TSTlD: 1556) i0 PURPOSE OF 7Mf INPPLEIBfT Supports Wood Deck this evaluation.) • This product shall not be installed on roof mean heights greater than 33 feet. Fastener: Report # LVTI-W7-02-01, Date: 7/14/05 • This product shall not be installed on roof slopes less than 4:12. Purpose: Ride Vent to Deck 2. Quality Assurance This Monsieur Is Bawd Inat6cate Ira the Concrete Poor Toes dexrbM in the cluster repot F.SR-1647 con" wall the Description. g � 2010 Florida &atavg cbde Bu•or+g ao be 20t0 P"M Bu•anrg �, w1 1 des led and MSNSM In • Refer to applicable building code for ventilation requirements. Type: Annular Ring Shank Roofing Nails By Keystone Certifications, Inc. (QUA ID: 1824) accordance wan the masher evaluation repair under aws addbonal cord m: The Borg Reding extruded cotcRee tad an • 15/32" (min.) or greater plywood, Thompson ,coat be a>staMed in accordance wMn be recommendation lamas d the FFtSNTRI 07320 VtMWM Named, Prepared by: rwr.srrerrrrr. •Design of support system is outside the scope of this report. Size : 31 gage x 1 1/4" p on Architectural Metal Company Licensee # 260 James L Buckner, P.E., S.E.C.B. vndunu /",err, or Wood plank (min. specific gravity of 0.42) • Fire Classification is outside the scope Per FBC Section 1506.5 per of Rule 61G20-3, and is therefore not Corrosion Resistance: 3. Certification of Independence Use d ate ns or We rod ales dacrbM h rite meter evalaion report to cannpiO Wh one Illp)fn Vebc•y HuMcate `.` �. ''., included in this evaluation. Standard: Per ASTM F 1667 By James L Buckner, P.E. @ CBUCK Engineering Zone Provisions d etc 2mD fTorids B+ tdrq ( Bkatiig. and ate Soto Raiva erai net ood� r�aidera r has not heern Florida Professional Engineer # 31242 •.• Slope,. 4:12 or greater This evaluation report does not evaluate the use of this product for use in the (FBC Organization #ANE 1916) evaugM• and is outside me scope dma supp lane d. Florida Evaluation ANE I D: 1916 For prokSKes Is1419 caper Flaps Rule 9B-72, vemcatbn Iwl aa: report ftolders g1NRy rls,Iaance program is attdlM by n Project Manager: Diana Galloway *• Ib 31N2 . * High Velocity Hurricane Zone code section- (Dade & Broward Counties) guWy assurance entity approved by the Flodda Building Commission for the type of Inspecuons being conducted is ate = V * • QC mod} approved wakM- erlWren IN! (or the code official Ins report hider does nor paeaess an appro S.Pi r ra by Report No. 15-138-SRVP-S-S6W-ER Roof Adhesive: Yr� (Brutus 12-227-$RVP-S1v 56-FR, fkaFL5229.1 RI)0�•ce .-rr4rR Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in Product Name: Heavy Bodied Flashing Cement This xppbmdnerpanCarcureMywith maker report rebound July 2m3,reveled npi2014 Date: 4/13If15 %,�tt`S..Roitro►: '((yj�•' accordance with the Florida Building Code and Rule 51G20-3.0005 (3) for Manufactured By: TAMKO Roofing Products manufacturing under a quality assurance program audited by an approved quality T ' qej ONALnewv` assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA yam' asphalt based roof cement Contents: Application lication Size: 1/4' thick minimum 4t rr.a Awe M4 Evaluation Report Pages i - 8 WP 2ccasm.k.r.Ka.r....rY.r.w...,.r...w.r.ww+.rwr.•wnr.++r•t�w+o.Y..rr«r Standard: Per ASTM G4586,Type 1 r.rr.rita.WwstA.ww.•.r�.w.is.seta..t...w�bAra,.r.rs.+ruCw•r••rdr.ts . CBUCK, Inc. aaadrlr.4unese.•r.srt �wA+rrw.s...rrrrr�..c...rw�+A.e...rbrY+w.I 1399 N. Killian DMe. Sdta 4. West Palm Beach, Florida 33403 2015.0427 0458:14 -04TJ0' Cgpq/InAH Phone: (561)491-9927 Fax: (561)491-9925 Webs"e: www.cbuddncAet FL M FL 5219.3 R3 Fl. # FL 5219.3 R3 Date: 4 / 13 / 1S Date: 4 / 13 / 15 CBUCK Enc21rx=c=r1nq AC Ue Report NO.: SRW-5 56w-ER CBUCK Enginering Report No.: 1 SRVP-S-SfiW-ER awaclncCerticateofAuthortzatian#8064 SfTt.IGrllred CBUCJ6aic.r teofAuthonzotmn#8064 MLAMI-DARECOUNTi' ROOFING COMPONFNTAPPROVAL APPROVED APPLICATIONS DETAIL DRAWINGS O Spg�y e cN Eng Spricial y PRODUCT CONTROL SECTION Category: Roofing o DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I1805 SW 26 Saws, aoc- 203 Sub -Category: Ventilation Tradeeame: RV 10 Aluminum Ridge Vent BOARD A14D CODE. AD11UNISTRATION DIVISION Mi-, Flnr4. 33175.2a73 Material• Aluminum II T c7a6i 3I5-2590 F t7a61315.2599 S aten Mechanical attachment of ' vent stem over asphalt composition shingles. 5'��4 o Y Type � system P t gl NOTICE OF ACCEPTANCE (NOA} �.eiuldadr.4avrercaaaar Minimum Slope: .. i2 Installation Method Cutest: Truss Construction: Cut shall be 2" wide, and le shall be 12" (plus overhang length)T }a Florida Metal Products Inc (P B s A 1 TAMCO Installation Method P.O. Box 6310 TRADE NAMES OF PRODtit `IS MANUFACTL"RED OR LABELED 8Y APPLICANT shorter on both sides of gable end or hips. "Standard Off Ridge Vent with Permanent Baffle for Shingles" TAMCO Jackoonville, FL 32236-6310 Prod Dimensio S T R Ridge Pole Construction: Cut shall be 3-%."wide, and length shall be 12" (plus overhang ! 1l "Standard Off Ridge Vent with Permanent Baffle for Shinglee g 11 „ Ridge length) shorter on both sides of gable end or hips. � C g SCOPE: RV 10 Aluminum Ride 7- , I x t 0'-0"' TAS I A Slid ventilation system �) i This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The Vent Installation: Instal( and plug on the end of the vent sealed with 100% silicone sealant. RV 10 �,/ documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ ). ft•'tA1HLFACTtJRPIG LOCATION end plug, Aluminium Ridge Vemt shall be 4 longer then ventilation slot as to provide a base for the A - ICU she Length Now This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section 1. Jacksonville. FL. %4" wide bead of 100% silicone sealant caulk to the bottom flan of the RV 1 D RV 10 AuumiNilM RIDGE VENT O (In Miami Dade County) and/or the AIU (in areas other than Miami Dade County) reserve the right to have this Apply 8e 4' 46.25" 8.5" product or material tasted for quality assurance s if this product or material fails to arm in the accepted Aluminum Ridge Vent sections close to where roof hole will be after vent is installed. q tY Purposes. PTbe Pelf Pt EVIDENCE L 6' 70.25" 8.5- manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revokc, modify, or Align end of first section on the end marks and the bottom of the nailing flange on the 8' 94.25' 8.5" suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, Tett Attencv/ldeati6er Name ReoK Date chalk line (4" down on both side of the ridge peak.) Nail the RV 10 Aluminum Ridge Q 10' lm25' 8.5" if it is determined by Miami -Dade County Product Contrail Section that this product or material Faits to meet the Center for Applied Engineering. Inc. MIS 25'414a SAS 100 A September, 1995 Vent in place using 1'A" aluminum ring shank roofing nails 6" o.c., with the first nail END OF THIS ACCEPTANCE 7 Q //`y/,[ p-t/1- requirements of the applicable building caTck. � � � � 1'h" to 2" form the vent end. All nail heads and vent section joints shall be seated with //- Clear gwing This product is approved as described herein, and has been designed to comply with the Florida Building Code PR] Construction Materials Technologies, LI C FhfP-D03 0_ OI TAS 100(Aj D I-(DS 100% silicone sealant. including the High Velocity Hurricane 7.one of the Florida Building Code. sTra_ �a Install Florida Metal Products, Inc High Wind Straps over each end of ridge vent, all DESCRIPTION: RV 10 Aluminum Ridge Vent connections between sections, and at a maximum of 3 ft. internals over the remainder of 17 __ _ ---�-- -- --- - - --- -_. - _ ---- the vent using feu 1-1 %, "aluminum ring shank roofing nails per strap LABELING: Each unit shall bear a permanent label with the manufacturer's name or Logo, city, state and following Twicli E.O.C. MAX statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. Ridge Shingles None 1 Nkxrrktd 6, 8, a to 8" 8- 8"-- 8. �_ 8- 1'51__ RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change Ventilation Refer to manufacturers published literature. O ' External WindE3efae �" �_ in the applicable building code negatively affecting the performance of this product. Calculations: \ / Y O y t� TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the GENERAL LimrATIONS: / O O materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, 1. RV 10 Aluminum Ridge Vent shall not be installed on roof mean heights greater than 33 feet. SmnpsdONRldpeVent VAParamount & le for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section 2. RV 10 Aluminum Ridge Vent shall comply with applicable Building Code. O O of this NOA shall be cause for termination and removal of NOA. v � 3. RV 10 Aluminum Ridge Vent shall not be installed in conjunction with Gable vents. Clio O ADVE.RTISEMENT: The NOA number prece�d by the words Miami -Dade County, Florida- and followed by the 4. Refer to applicable Building Code required ventilation. O expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety 5. All approved products listed herein shalt be labeled and shall bow the imprint or identifiable marking of the O O O O O O O O manufacturers 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. w1e Sm oot min. 1-1I4' Caaogorn Rede•ad This renews NOA# 08-0611.10 and consists of pages I through 4. Q Smooth Fbdkg INNS Z 9pW% 8. O.C. ANX and V From Outer Edge FMW The submitted documentation was reviewed by Alex Tigeua. U) Locate t 1!! From Each End NOA No.: 12-0810.08 NOA No.: 12-N10.08 NOA No.: 12-0810,08 NOA NO.: 124816.66 Z Expiration Date: 01/31/18 Expiration Date: 01131/18 +� rT Expiration Date: 01/31/18 Expiration Date: Oiains Q DecMlt k raan 15.42" ApprovalAl od Approval Date: 01/17/13 Approval Date: 01117/13 Approval Date: 01/17/13 Approval Date: 01117/13 -J Page I of 4 Page 2 of 4 Page 3 of 4 Page 4 of 4 Q SHEET NO. RD 1.1 " #^ e-o**% W-M !111 00 if eoUGHSIMe snru SLPQsw TuNuIlhoai INSTALLATION Insialatlan d h(anaCiwwd TixghSkh � mwt mmrcy wth iris rpphabie butldkg codes, cis rapmrt end the rtanuh!dcsw's published Irubbtion kwMrdYona The Insbslsibn ina uolux must be awA" at the fobeft at MI thhss during installation. Prior to soketon of 1,10"GuOrd Tsugh6ld, the deck aunt m must be dry And flea of dud. dlt. WON rule !raid other protumons. Damaged shnihi g mstbo npabd or replaced. Application (Ad InslaMknt a night Moen 2a12 Ptah) H oGuwd h>ngtheldn undstsymant Is designed for roofing N)psa of 2:12 and Now and shal3 be Iirkled printed We up and horhonW (pw*W ID the are, sMtrng it to beset saw point For low Nape oppicadors; usually deft ned as lubwart 2:12 to 4.12 d Is recommended to overlap 50% plus t , fbrcorrpek dMindlon of Rost sops and guidelines MWLA local buldkg cods oficsk. TctQhM* Synthetic Undakymads ale designed for tee under. AePledat 8ynttedo Shifose Meld Roofing In feeidsrhlN apple des, and CeMY WWM that hoe been bit k primed. i1Mal dh4n edge etouW ab plead anger Harsklusnd Tlouyn9kh al is cows end over tfarre9uad Tatgin along the mils a�{e. if eaw metal ova be irleled aft the udwtaynwt Is alppled, to thst rove of fawners should be pieced 34ndre (M mm) up tan to saw so tut teemed edging an be dpw user tr udwirfl e t helve n lli g. Fbrisonitl ovaiape at chid be4Nnclrs (102 mud esad+g with to low of vela In a Mingle Astdom. i/arads[ end escape shotid be 0- indns (1620"). IlaheG erd To gh li kkh may be Instded oft corrosion resistant roving rob having a 34-" (04 mm) dkmeler heed. Low PWM pleelo or meW sip corrosion thsiden'rob with 14nc h (25.4 mm) spa may be used when preb ed or required by bad oolies. Per 2014 Flofkfl Buldng Coda; section 15MA f b shoM bs oormsion reh*w t nab w Aomtklg lA ASTM MM. Cormom mobler ee sill nsstASTMA641, Qua 1 or an sutrl mnosion malsdnce by cub hottlppad{pahaftratian saskaeer rid.marliratamaid and emysaOtiarsuiableranholtlaaadsmrdauiafai The corrosion ra*WdF:N*leroshouldb6longenc4pdk to perwinda through tls ehathlg ore aririDMalhof 34 hoh (191 mrr) into d dsalttg. For standard rip! ndM fnbrws we spaced 124nd es (SM mm) to top,' tan and side sae and 24Indrs (610 men) Nag two rows singgeked end spaced i4 and 20 up kao ft flsld of the �t d H m Guvd Tu*Sldn uderbra it ova be Ica elghosed for toe turn lhrae drys a Y severe weMfw k pndbesd balm shingles wfs be iralled, l W i is should b r pad 64ndm (153 mn) slag the 1aR, bomrn Not ens We and eery 12-hc w (305 mm) alognsso case etegpered and spaced 113 and 23 up Ice is 1161d dtie uwdrlapurt The oohed kftm plaamort Is elsaly rreflyd on sir surface of Hom*Gusrd ToughSkln uderkymmt- for both I . in areas subleet to Mph winds, udveyr a nt ftelaning mat comply with ft high -wind aiddnu t'nsadnanank apedted in ISC S WonIW7 or WC Ssodon 111906. Under the 2015, 2M2 and 2WO IBC 6 IRC. tha moving urderkymsnle may be used se components of dwaNied rod assesses co i" Ott Class A or C gee fiber met shingle or CkaeC saphaft t organic led shingle Mr*#g wilt the gfplimble cods. when krkid h •eoordsnoe catch tide tow a mkirum %-Inch thick (16.9 men) plywood deck. Under the 2WO IBC, the ynderisyment may also be used In Class A or Class a roof assembles tisi uRm the roof coverings spelled In the a mpten to 6ealone 180G2 and 1Wt3. Urderthe 2WO IRC, to urdstsyment Rhein be teed win rod oowuigsof brisk, masonry, skit, day or oonasle roof tW commis rod deck terrors or mppa **V%o or dkagts, and neW snseb aid shingles w1we such rod coveMes we pamnt`bd to be used In lieu of a Class A aseerthhy wider Sodkn OM 1. In areas dtua rod whore an lob and wlda bards Is requkxd under the IBC or IRC, a self -adored polymermod0d blismn sheet as own is wad sbwek in swlokm mural so that undertr nrma lends up the red mktmm Indus (M mm) Inside the hMdorwsl Ire of tr budding. HM*Graad rodph9kh udataymad Is h►eWd above to be dun protection wan a "-W hh pat hrhrug horimrril kp. Code Compliance Research Report CCRR4069 DIVISION: 07 00 00 - THERMAL AND MOi3TUM PROTECTION Section: 07 30 05-Roofing Felt and UndwkYmwd REPORT HOLDER: HomeGuard Building Products, Inc. 8420 Nowlend Road Jadaorrvtle, FL 32U4 REPORT SUBJECT: Toug"Ida6 15, ToughSkhO 20, TougM 25, Tough , and ToupllSMIND 50 ROaft 1.0 SCOPE OF EVALUATION This Research Report addresses compliance with h the following Codes: • MS. 2012, and 2009 hitamslbna' Burkft Code* mac) • 2015,201Z rhd M h0w4domsf ReaidlWAW ureic® (IRC) 2.0 USEB TC 130, T and T ughSidn6 60 iooft urierlaymads we used In, the field of the roof as an alternative, be the ASTM 0220, Ty)a I and Type if. roof unclarlaymantiC Ispsaalled in Chapter 16 of the � and The urdefkyments may be used as components of casedld assemblies when Installed as described in the repot The underlayments hove been evaluated for the foKswing properties: 100 ' Ro"nod sections apply to 201k 2012, and 2009 MC ant RC Ra-Issue Data: 0141-2017 Renewal Date:0i-01.20i8 3.0 DESCRIPTION ToughGdng 15 is a mechanically attached synthatc w4arl ymerd oompnaed of a woven scrim coated on both sides. The undarisymom is !lack In color on both saposed and shechhng side. and has at overall weight of I A pounds Per 100 wars feet. The underlayment is r debts in role of 48 Inches wide by 250 fee! long. Toughlikh® 20 is a msclrnbaly attached synthetic undarisynenf comprised of a woven spin coated on both skies with a non -wow soft on the exposed olds. The uxistknrlwrt is grey in cola on both exposed and ahesthkg aide, and has and overall weight of 10 pounce per 100 squas feet The undarhymwtt Is triable In rots of 48 Was wide by 250 test long. TouatSkh* 26 is a mechanically atlecfed synthetic undwisyrluatt comprised of a woven scrim coomed an bunt sides with a nonjaum spin our the exposed side. The u di rleymno t is gray In odor an both sl I and sheathig skis and has and owed weight of 2.9 pounds per 100 square foot The u ndetlopnenl Is eva ble In rots of 48 Indus wide by 20D feet long. ToighSkW0 30 Is a modaekully adachad syntha0c uldartWnent osrnprised of a woven scrim heated on both sides with a non -woven scrin of the exposed side. The undrissymert is grey In color an both exposed and W*W trig ski, srd has and owl wegM of 3.7 pouhde pet 100 square het The uaderdynsnt is available in mirk of 48 inches wide, by 250 fast tong. ToughSWO 50 is a mwhenba9)r afhnched synthetic underlayrn" ocmpfisa l of a woven aahl ctlated on both sides with a non-wovsh scrim on the Woosed side. The undrtaymwrrt k grey in color on both exposed and sheathing skis and has rid overall weight of 4.7pounds per 100 square het The undarmymat is auailabe In reds of 48 bheheswide by 260 feel long. 4A INSTALLATION 4.1 Garter* InstsltNion at trs underlsymards must campy with the applicable Cado� this naport, and published installation InA udloms. Ire eapart boiler s 130 Decry Court • Yedir, PA 17406 a rloa.rl MCads Compliance Research Report CCRR•1 NO Paps 2 of 3 The undeftyrnents must be Installed In accordance take precedence over the provisions In the report win the subsections of ISC Section 1507 and iRC holder's installation instructions. Section R905 applicable to the roof covering being Installed. The underlayments must be laid with the 6.2 Installation is !incited to use with approved pritt side up, with Isps as required by the applicable mechanically attached roof covering systems. Code, evaluation report, or manufacturers kistruetions, whichever a mac restrictive. 5.3 Installation it Wriled to fnstedabons where the rod covering does not drlvntve hot asphalt or coal -tar pitch. The red oowering may be Installed hnrredtalaay following the undwisyment application and the 5.4 Installation is linked to roof 94" of Z12 (17•/4) utdorkyrnent must be covered within the time or greeter. do sig mad In to repot holders published irntWietion Instructions. SA Attic verdla w must be provided In accordance with the applicable Code since there are no 4.2 ks Bawler. requIraments to evaka to vapor permeability of the Tie roof torus not been awe u ded for fmdelsyrrhent use as on foe barrier. In areas of the red required by 6.6 The roof u>detleymenb have not been evaluated IBC Section 1 fi07 or IRC Section R905 to have an ko for use as ko barriers - turner, a setpa wbV polymer mod#W bduman ate# iwrnplyicp with AMU 019M, or two layers of 6.7 irstsllstlon for fire classification is Ilmbd to Cadw.wmp"V urlderlaymert mildly cemented minknum &S inches thick deck sheethup. logld ur, must be used such that the be charier azfiends up the root a minimum distance of 24 Inches 6.8 Taxrph9kit6! 15, ToughSidnO 20, Tough$kkhgr 25. Inside the Interior wou lens of the buim kg. The ToughSktntm 30, and TaughSWO 50 roof underkymxre insidled in the field of the rod must ukdedayments are marurfudured under a quality overlap the los barrier. control program with inspectors by lWrta k Testing Services NA lnc, (A14847). 4.3 Fka CtasatNcaden: to SUPPORTING EVIDENCE The rod wkdxisyments may be used as a component of a doodled root assembly when specd catly 6.1 Reports of tests in accordance with ASTM E 1011 raaogr&ed as such In a cling approved by the Code officer. The unclertrymants may eke be used as an 61 Data in accordance with the ICC-ES Acceptance alternative to the ufwlefleymefft specified in the Code Crbft for Rod Lhderityments (AC186). dated for rod coverings permbod under the Eiocepti" to February 2012 (editorially revised December 2015). 18C Section 15D5.2 and IRC Section R902.1, and may be used whom nancis ed rooli g is panndted In S.3 Intertak Lk" Report '%orneGu and - Svrd hebc IBC Section 1606.5. Emept in buildings rigs parmbed to tare awchukified moRM the roof deck must be mtn rnun Sub inches thick wood structural pacts. 7.0 IDENTIFICATION to CONDITIONS OF USE The rod undecleymarne are narked at 24 k*dus; Intervals with the product name. Each roll of the product The uridarlayments described in this repot comply with, k WWW with the report holders name, the product or we suitable slttanaMdwas to, wtrd is specified In the" name, the mrwfactaig rots code, and the Cade Codes NoW In Section 1 D of this report, sdbjact to the Compliance Research Report number (CCRR-1069). fodcurkg conditions: to OTHER CODES &I Installation mud campy with this report, the applicable Code and the report holders published This section is not applicable. Installation dmrtnrccbma. The provisions of the report 130 DOM Court • York, PA 17406 .�..... ,.e r /CF•wl MCode ComplWwo Itsem-ch Report CCRR-1069 Papa 3 of 3 9A CODE COMPLIANCE RESEARCH REPORT USE 9.1 Approval of budding product~ arWor materiels can only be granted by a building ofltcdd having legal authority in the specific jurisdiction where approval is 9.2 Cade Compliance Research Repots shall not be used in any manner that implies an endowment of the product by Intertek. 9.3 Reference to the is recommended to ascertain the current version and status of this report. The Cale corq*s>aa Rewarh R"Wd rRaporr) to nor ant awitw a hoe of ktawft Caen and k VerBied Tovni to the avaansd ba*mn k*wbk end as Clem kaarkl mpsnAry and Ability sm Imlkd to do Is" and omuftm of to agreement Irdruk sadness no gassy to 1 any party, o0w than to she Cead in aaDadarrce wish - sgrow !err, rot wry lore, aWm or damage occasioned ty ice we of elk Report. CHy the Cast IS a6noriaed to M" epft or d6tradtlm of tie ReW rot sun awy In Ih snakily. W the east chat not ue ft Roomrd in a I R not er wt or reoo�mmend mw of ft bjed maVat rallance lrWor Orod dwob l hwe n.1Tk PAW Is nol ft InWftk Lkarlp RspW Inbr(okmlkad rt Ny u dads i tmd orwne of llon forr ft s fa ww sneri tWkd nvAmW wor het oror wo iw =0 fist be mWeved In wwiang by irarrtoL ® 130 Derry Court • York, PA 17406 wwwIntertskcomIlbuildbW �>h ^W Cr- i'^ vJ _ M VJ CD �I U 0� � 2 0_ O M - .CM U U C 0 Cn O O W CZ-C .O CIOCn :IO p O � a)" N � � 0- . � ''c^^ co E Z LU J O O �a (3) S) L- CL QL) C Cf) M� W W Q Z Z Q J d SHEET N0. RD 1.2. C L cc FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE _ a TEMPORARILY SECURE BARRIER WINDOW UNIT DOOR ROUGH OPENING WEATHER SLOPE RESISITIVE a BARRIER WOOD FRAME CONSTR. 0.3 in: 12.0 In TAPE EXTERIOR SELF -ADHERED FLASHING::: 3!4"-1" BEAD OF CONSTR. (O.6 Cm : 30.5 Cm) SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING s OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN O (ASSEMBLED WALL BY 6 IN. OR EQUAUP JAMB L'WEATHE�R PROOF CAUUID NAIL LKING EXTERIOR 2 z - s CEMT. FIN. WEATHER SELF -ADHERED FLASHING BUILDING PAPER m ' RESISITIVE 3 2 BARRIER SEAL TOPS OF JOISTS _ _ 1 WIRE LATH UNDER DECKING o (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 2 O flashing and seal with tape Q SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW WP01 SELF -ADHERED FLASHING WP02 WP03 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER U) MECHANICALLY FASTEN IF RUBBERIZED ASPHALT EXTERIOR SHEATHING RUBBERIZED EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE y ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED 22 THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW m (SEE DETAIL WP01) OR EQUAL WEATHER PROOF CAULKING o REFER TO TECHNICAL SCORED LETTER ON CHEMICAL o ; . °"..<i`>>':?>;::::. RELEASE PAPER S DO NO- BOTTOI CI euci SELF -ADHERED FLASHING HALF ROUND WINDOW E AM 4SHING 0 SECTION -A (SEE DETAIL WP SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING I WP071 SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER ELF -ADHERED FLASHING, (TEND A MINIMUM 6" ERTICALLY FROM DTTOM OF -IRESHOLD WP05 SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 11 `1: d L a -.o 2�= SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED NOT USED I WP101 NOT USED I WP1 1 I NOT USED (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 2 5 4 6 7 WP06 Water Resistant Barrier Lath Sheathing Stucco rW71�'7 WP121 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 the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form 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 (611 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 A�0 W 0) i � -Cu O U N t- =O O O Q � C CU .M U C N U O 0- N C . 0 U- Ca O (a *-O CU .� O Q CU 6 cl E Z Z LU J (n CU _a CD ,+-+ U) C: O .� �� 0- CL O Q -m o0 o Lu z z J a SHEET NO. wpto 1 11 . . 1 it I !! I it LI ING 4/6r2015 Florida Department of Community Affairs 2555 Shumard Oak Boulevard Tallahassee, FL 32399 Regarding: All American Shutters and Glass 22ga & 24ga Storm Panels Project #15-2394 To Whom It May Concern: Please be advised that the below -sib engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above -noted product(s). Respectfully, ,e`0,1-BE ENS 9 . o Frank L. Bernardo P.E. SuuTE r Frank L, Bernardo, P.E., Itac.O AXORt�P FL PE 0046549SIONA� ti�0 Cat of Arch #9885 160 SW 121" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE:954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.CO" NOK ENGINEERING 4/6R4t 5 EXPRESS" All American Shutters and Glass — 22ga & 24ga Galvanized Steel Storm Panels Page 2 of 2 2. Minhwm Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing No 33% increase in aaowahie stress has been used in the design of this product. Separation from glaring is not required for thstaaations outside of wind zone 4 and essential facilities. Impact Resistance: Large Impact Resistance has been deamstraled as evidenced in prevm* listed tad reports, and is accounted for in the engineering design of this product Wind Load Resistance This product has bean designed to resist wind leads as indicate in the span sctedub(s) on are respective Product Evaluation Document (i.e. a gineeri g draiving). Installation This product shall be instated in strict compliance with its respective Product Evaluation Document (i.e. engineerIng drawing), a" with all components noted therein. Product components shall be of the material spooned in that product's respective Product Evaluation Document (Le. eingineering drawing}. Limitations & Conditions of Use: Use of this product shall be In strict accordance with the respective Product Evaluation Document (i.e. engineering drawing) as noted herein. M supporting host structures shall be designed to resist al superimposed loads and shot be of a material lisle in thia products respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shad be designed for on a site -specific basis by a registered professional engineer. M componernb which are permanently irstaled shot be protected against corrosion, cXntamination, and other such damage at all times. This product has NOT been designed for use w ftn the High Velocity Hurricane Zone (HVHZ). 160 SW IV" AVENUE *106 DEERFIELD BEACH, FL 33442 PMoNe: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM Anchor specifications shall be as indicated out sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 15-021. 7 LIMITATIONS AND CONDITIONS OF USE: 7.1. Shan be strictly In compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 two 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 15- 021 prepared by Tiltaoo, Inc. and signed and sued by Walter A. Tilit, Jr., P.E. 7.2. Product may be irtatalled within hin HiGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Budding Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tilit, Jr., P.E. (Fbride License No. "167). President of TOteco, Inc. (Florida ES-0006719). NG 3/30i2015 Florida Department of Business and Professional Regulation 1940 North Monroe Stint Tallahassee, FL 32399 Regarding: Town & Country Industries 0.050" Aluminum Storm Panels Project#15-2336 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, manufacturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval proem of the abo a -noted product(s). A001*0 1.• a Respectfiully, ��•F •�,, O No.4W9 SVMOF Frank L.13emnsudo P.E �p •. /`I0Rt0T . �? Freak I- Btuuaardat P E , Inc. SSIONA s FL PE 0046549 Cert of Auth #9885 r 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHome:954-354-0660 FAX:954-354-0443 WWW.ENGEXP.COM raso P■ E■.\ a / a ENGINEERING PRODUCT EVALUATIONTION REPORT ENGINEERImm EXPRESS* EXPERT PRODUCT EVALUATION REPORT 4/112015 ApplcationNumber. FLIZFsb.l-R5 EX Project Number: 15-23M Product Manufacbrrar Town & Country Industries Manufacturer Address: 400 West McNab Road Fort Lauderdale, FL 33309 Product Name & Description: 0.050' Aluminum Stone Panel For use Outside the HVHZ and Essential FeciRles Scope of Evaluation: This Product Evaluation Report is being issued In alb with the requirements of the Florida Deperbne t of Busnswe and Profoeeional Regulakin (Florida Building Commission) Rule Ctioptar 61 G20- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been Hauled arKikr evaluated as swnNnortzed heroin to show compliance with the Florida Building Code Filth Edition (2014) and is, for tho purpose intended, at least equivalent to that required by the Code. Reston of Oft product alder be required fclowing pertinent Florida Building Code modlrtcatons or rernrisiens. Substantiating Data: EX showing #19-2336 titled •0.050• Aluminum Stone Parer. sheets 1-10, prepared by Engineering Empress, signed & sealed by Franc L Bernardo. P. E Is an inlegrW pert of this Evakation Raplxt. . 7PJT REPORTS Undorm static structural performance has been tented In s000rdance with ASTM E330-02 test standards per teat reports) t1El 07-01190258 by Testing Evaluation Laboratories, Inc (TEL) and #0353-0805-10 by Hurricane Test Laboratory, LLC (HTL). Large missile impact resistance and cycle loading performer oe have been tested in e000rdanos wMh ASTM EllM-0'2 & El996.02 tad stadade per beet report(s) IITEL 07-01190268 by Testing Evaluation Laboratories, Inc. (TEL) and 00353-OWS-10 by Hurricane Ted Laboratory, LLC (HTLJ . S=CTURAL SIf311f MMM CALCULATIOW Structural engineering calculations have bean prepared which evoluaM the product teased on ocmpxative amtlor ratlesl aeysis to qualy the following demos erileie: 1. Msxirhu» Allowable Sparc 2. Minimum Glass Separation L Q�r a Seel Valid for 3. Anchor Spacing ''' ` through 2 4. Madmum Allowable SMWPrwsu 'C Combinations a. Anctw capacity 7205 '$ nk ardo P.E. O,ti•. IE . C.A. tR886 160 SW 121" AVENUE #106 Dr L 33442 PHoNe:954-354-0660 FAx: 4-0443 www.ENGEXP.COM L ECO INC_ Tt#.LR TisTifil� a iNls t�MpWIIY WALTER A. T1td.I'); JR., P.E. ttOeoD�wi Dom I4 ri Ifm.11u MM nrLa n.l.— awnP CERTIFICATION OF INDEPENDENCE (Rule # 61 G20-3) Evaluation Report # 15-0319.04 Dale: March 19, 2015 Product Category. Shu1liers Product Subcategory. Storm Panel Product Nance: 24 Gana Galvanized Staid Stolrrl Panel Manufaci ow Norms; Global Protection Products, LLC Dear Sir (Madsm): This is to certlCy that tuns Florida Professional Engineer, performing this evaluation does not harm nor will acquire, a financial interest In arty company InanufaidA ling Or disributng products for which the reports are being issued -This Engineer this Flodde Professional this evaluation does not haves nor ll aceuire. s also to car* a time Merest cttsa' en#ty involvedin the approval Procese ct the product. Car , ndapordena prepared by Water A THIN, Jr., P.E. (Florida License No. 4415if� �biPlal ifteco, Inc. (Flaids EB-6606719). 441fi 6355 N.W. 366" Suite 305, Miami, Florida 33166 - Plane: (305) 871-I530 - Fora: (305) 871-1531 ENGINEERING 3P3ti/2015 Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, FL 32399 Regarding- Town & Country Industries Safery Edge" & Polycarb Storm Panels Project #15-2337 To Whom It May Concern: Please be advised that the below -signed engineer does not have nor will acquire a financial intern st in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has ban prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved m the approval process of this above -noted product(s). Respectfully. S w I A115 N0.46549 Frank L i . •. S'I M OF * r Freak L. Beaaardo, P.E., Inc FL PE 0046549 F(...... i Curt of Auth #9885 a QFIAt. 160 SW 121" AVENUE # 106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ENGINEERING EXPRESS` 4/112015 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 it* product Separation from glazing a required for use within essential facilities. An equivalency letter is provided with this evaluation report for equivalency to ASTM E 1996-09. Impact Resistance: Large Missile Impact Resistance has been demonstrated as evidenced in previousy listed test reports, and Is accounted for in the engineering design of this product Wind Load Resistance This product has been designed to resist wind loawle as indicated in the span schedule(s) on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shad be installed in strict commpianos with the Product Evaluation Document (Le. engineering drawing), along with ati components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering skewing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engreenng drawing) as noted herein. AM supporting host siructuros shall be designed to resat all superimposed bads and alai be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered prokssional engineer. At components which are Permanently installed shall be protected against corrosion, contamination, and other such damage at all Ames. This product has NOT been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 121" AVENUE *106 DEERFIELD BEACH, FL 33442 PHONE:954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM 9 9 L., ECO INC. TIWTTESTiY6 a ENDIIIriiigm CONIWWY WALm,' TR"T, JR- P.E. PRODUCT EVALUATION REPORT n ra FL#ISD76.2 n&N.Ls X..rownr REPORT NO.: 15-0319.04 DATE: March 19, 2015 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Stain Panels PRODUCT NAME: 24 Gage Galvanized Steel Storm Panel MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walbr A. T111R, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC , Rule Chapter No. 61G20-3, Mooted 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein. and has been verified for compliance in accordance with the 2014 fifth edition of the Florida Budding Code. and to verify that the product Is fbr the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shad be subject to review and revision in case of a Bullding Code change that may affect its limitations and conditions 2. EVIDENCE SUBM T 21 PRODUCT EVALUATION DOCUMENT IP.E.D.): Drawing No. 15.022, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 th m 18 of 18 prepared by Tiiteco, Inc.; signed and seated by Walter A.Tidit, Jr., P.E.; dated 03/12/2015. This drawling is an integral part of this Evaluation Report. T ER q. 4t ............ r/i `2 rry`P/p�;QR... ....�'-Q �r� 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: NQV, � ax: (305) 871-1531 4123/15 Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, FL 32399 Regarding: Town & Country Industries 240A Steel Storm Panels Project #1.4-2031 To Whom It May Concern: Pleax be advised that the below -signed engineer does riot have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as referenced above. This engineer is not owned, operated, not controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above -noted product(s). Respectfiilly, uHmhlup... �JGEMS�oo. 3 7 ' N0. 46549 w Frank L. Bnardo, * ' k L Bernardo, P E , L PE 0046549 F:POE FCf OF �oSBltlWatU��ccr. Auth #9885 160 SW 12T" Avewoe #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEx P.CON XTI-0 ECO INC. TILLJT TiBTilY6 a ENf RERINO CMPAMif WALTBIt A TILLTT, JV_ P.E cXNr e ra accent IM1.86. t.sm.. ha• aaearLa CERTIFICATION OF INDEPENDENCE (Rule # 61 G20-3) Evaluation Report S. 15-0319.05 Dab: March 19, 2015 Product Category: Hurricane Shutters Product Subcategory. Storm Panels Product Nears: 20 Gaoe Galvanized $teel Storrs Panel ManufimeNmr alma: Global Protection Products LLC, Dora' Sir (Madam): This is to certify that this Florida Professional Engineer, performing this evaluation does not have nor will acquire, a financial interest in any ocmparry manufacturing or distributing products for which the reports are being issued. This is also to certify thwart this Florida Professional Engineer performing this evaluation does not have, nor will acquire, a financial interest In any other entity invohred in the approval process of the product. Certificate of independence prepared by Walter A T11111% Jr., P.E. (Florida License No, 44167), President of Tiltaeo, Inc. (Moridia EB.0006719). p.LTERIA„T��,', r LiCFys li T» ""lN 111E IG� `�� N 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pirrone: (305) 971-1530 - Fax: (305) 871-1531 2.2, TEST REPORTS: Large missile impact bad tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static bads as per Section 1710.5.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed try Wiliam R. Mehner, P.E., Bortz Mane, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 8 203 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, RE Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 200% signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile "test as per OC Metallurgical Report No. 10KM••1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, F.E. as per ASTM E-8. 2.3. STRUCTURAL-E IGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum pane) length vs. design wind load, as well as maximum anchor spacing vs. design wind bad and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Titteco, Inc., dated 12/18t10 and 08/27113 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section l dO9.1.2 of the Florida Budding Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shad be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 15-022. Maximum 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. 15-022. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 0104,440414 _�tR A.•T/f'ku STATE OF r �ORIOP ��2 /ONitl ENGIN 3/1912015 Florida Department of Business and Professional Regulation 1940 North Monroe Street, Tallahassee FL 32399 Regarding: Town & Country Industries 0.05V Aluminum Hinged Storm Panel 15-2348 To Whom It May Concern: Please be advised that the below -signed engineer does not haws nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as nefa'enced above. This engineer is not owned, operated, nor controlled by the merrufacuirer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above -noted product(s). Respectftilly,R It 203 Nw`Fhrre""r'rawr Frank L Bernardo,��( �'* 9Finak L. Beaaardo, P.E., InFL PE 0046549Cert of Auth #9885 r;...... End\� 160 SW 121" AVENUE 111106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.EMGExr.com TTiIfT TEaTUY®a EIalYO t�MIPiMiY WA= A. TIIl1T, JR, P.E. b 1ppm Pr. ra tia�r tan wnc� n era. UMw Nor awrtn PRODUCT EVALUATION REPORT REPORT NO.: 15-0319.05 DATE: March 19, 2015 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Stamm Panels PRODUCT NAME: 20 Gaga Galvanized SteelSiorm Panel MANUFACTURER: Global Protection Products LLC. 4800 S.W. 51 Street Davie, FkxWa3Ml4 1, PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Waltar A. T11111, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC , Rub Chapter No. 61G20-3, Method 1D of the Florida Depariment of Business and Profesalonal Regulation. This product is being issued an Evaluation Report as deserted herein, and has been verified for compliance in accordance with the 2014 fifth edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: Z.1. PRODUCT EVALUATION DOCUMENT(P,E.D.k Drawing No. 15-021 (revises No. 11-213). tiled "20 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.TINk, Jr., P.E.; dated 3112115. TgJ§,q"ng is an integral part of this Evaluation Report. � r'•�Q�'vGENs�:' 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phoee (,ax (305) $7I-1531 16 7aF LF err. . rLF - —�._e. a I �r 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. UMITATiONS AND CONDITIONS OF USE: 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 16- 021 prepared by Tilteoo, Inc. and signed and sealed by Walter A. Tao, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Budding Code. 7.3. Product shall only be Installed into poured concrete, concrete bock, and wood frame structures. Product Evaluation Report prepared by Walter A. Tudit, Jr., P.E. (Florida License No. 44167), President of Tdteco, Inc. (Fonda EB-0008719). *t ■ a i. a , \ a ■ a ENtaimmi INO EXPRESAs' PRODUCT EVALUATION REPORT Product Evaluation Report 4/82015 Application NUS 13678,1- LJ EX Project Number: 15-2304 Product Manufacturer M American Shutters and Glass Manufacturer Address: 1540 Dennis Road West Pain Basch, FL SM09 Product Name & Description: 22ge & 249a Galvanized Sweet Storm Panels Large Missile Impact Resistant Scope of Evaluation. This Product Evaluation Report is being Issued In accordance with the requirements of the Florida Department of Businesa and Professional Regulation (Florida Su" Corwimiasion) Rule Chapter 61 G20- 3.005, F.A.C.. for statewide acceptance per Malthod 1(d). The product noted above has been teebed ardlor evaluated as s rivrarrted herein to show compliance with the Florida Building Code Fit Edition (2014) end is, for the purpose intended, at least equivalent to that required by the Code. Re-evau stion of this product strm be required following portrait Florida 6ullifirmg Cade modifications or rovisiorm Substantiating Data.- . PRODUCT EVALUATION DOCUMENTS EX drawing #15.2394 tied Woo & 249a Golvaritred Sher Storm Panab•, shoots 1-9, prepared by Engineering Ems, signed & sued by Fannie L. Bernardo. P.E. is an intsgral part of this Evaluation Report . TEST nRonsTa Uniform static structural performance has been lasted In accordance with ASTM E330.90 tsar standards per hat report(s); U-M, $02-002, & 003-001 by Construction Testing Corporation (CTC). Large misses Yrpect resistance and cyclic loading performance have been tested In accordance with SSTD 12-99 test standards per test report(s) 002-001, fM-M, & ill"I by Construction Testing Corporation (CTC) Metal ienift capacity has been determined in acoordernoe we ASTM ES test standand per isd report $0127H, f0198H, & 00053J by Certifted Testing Laboratories (CTL). • STRL93URAL ENGINEERINO CALCULATIONS Original Structural engineering calculations have been prepared which evaluate the product based on oomparadi a andlar rational analysis to quaaly the following design otteria: 7 9 1. Mardmtrn Allow" Spain Frank L. Bap o, f Pf004654Q �,CA 160 SW 12T" AveNue #106 DEe;invio BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 ''^rFrnr WWW.ENGEXP.COM ATION RZPO]:T NO. 134-0190a5 2 2.2. TEST REPOE�TS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Budding Code. Uniform static bads as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & Testing , Inc., Reports # 96-569 dated 08i09f1996, #96-570 dated 09/18J1996, #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16M998 and # 2126 dated 10105/19DB witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmuntb Largaespeda, P.E. and Henry Hattem, P.E. Tens" bet report No. 9CM-197 by OC Metallurgical, Inc-, dated March 13, 2009, ski ned and sear by Frank Grate, P.E. 2.3 STRUCTURAL ENGINEERING CALCUL# IMM,: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind bad, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in acxordanoe with section 1616 of the Florida Building Code. Calculations prepared by Tilteoc, Inc., dated 11/03M and 03/12/15, signed and sealed by Waiter A. Tdlit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code. as Per TAS 201 Protocol. 4 WIND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maxinxim panel length shell be as Indicated on sheets 8, 10, 14, 15. 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 15-021. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, 15, 17, 10, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 15-021. 5. INSTALLAMN: Itnstallatiun shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23.24 and 26 of 26, of Product Evaluation Document (RED.). drawing No. 15-021. Minimum separation to glass shall 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. MATERIAL CHARACTERISTICS ANWOM,Ti S: Shall be strictly In accordance with General indicated on sheet 1, 2 and 22 of 26, of Product E �1erit.,(P�.D.), drawing No 13-021. Y� m, e4167 : 41 to L L- O W d CU tin =:3 (O t6 O O 5-.0 C CU O .0 p 0 i 2 .� .� cn Q E Z Z W J C/) CU O Q 0 W Is cu W Q Z Z Q J SHEET NO. SH 10 0 I I t i �� TIi I I III GENERAL NOTES: 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE COSTING WA11., ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE WOO SUCH PANELS. 1. STORM PANEL DOWN ON THIS PRODUCT EVALUATION DOCUMENT (PLED.) HAS BEEN VERIFU FOR COMPLIANCE N ANCHORAGE SHALL BE AS MENTIONED N B.1) AND N BI). ACCORDANCE WITH THE 2014 (51h EDITION) OF THE FLORIDA BUILDING CODE. (C) TO E'mmm WOOD (MIL elxnxTO fXGWITY_ EL- aL DESIGN WAND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. B1CHORSuxx INC. - 1/4- TAPANEOON ANCHORS, AS DA AND - /14-10 PA►NF:LlAA7E PEAAtE D /VIA PANEtUMTE PLUS ANCHORS. AS MANIUFA1;iLN1E0 BY ELCO (XIlSTRIUCTtQN RIOWCiS. PAURE0 E PLUS FOR A WIND SPEED AS REQUIRED BY I E JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DWCT )MIN FACTOR Kd-0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FOC AND SHALL - 1j4'0 NAG SCREiWS PER N.D.S. NOT EXCEED THE MkXIMUM (AS.D.) DEIGN PTNHSSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15. IS. 19 h 20. - 7/16 o x 5/8" WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW. BOLT h SPECIALTY OD N ORDER TO VFT6fY THE ABM CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 C.1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPODN ANCHORS SHALL BE 1 1/2- AND r FOR ELCO PANELMATE PLUS SHALL BE FIRST REDUCED TO A-.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO AND PAELMALE FEMALE ID. TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 TWIN 12. 14. 15. 16, 19 d 20. C.2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME LWr SHALL BE 1 1/2-. NO THREADED IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E0. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE N ALLOWABLE PETETROOION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. STRESS FOR WIND LOADS WAS NCI. USED IN THEIR AIW.YSS. FASTENERS SPACING TO WOW HAS BEEN DETERMINED N ACCORDANCE WiTH ND-& 2012. C.3) MINBMIM EDGE DISTANCE OF LAG SCREWS, INTO WOW SHALL BE AS INDICATED N THS DRAWING STORM PANEL'S ADEOUALY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1624 Of ABOVE MENTIONED CODE AS PER HURRICANE ENGIEEI&C E TESTING NC. REPORTS 98-50, 96-570 & 96-T30 AND c.4)IiM PENETRATION OF W000 BUSTING SHALL BES/d". ,/4' h20 SCREWS USEDSHALL BE1 1/2' LONG MINIMUM MINM FE7EMPATION USING LAB. INC., REPORTS /2032 k 12126 , AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD STUCCO EX15T, AND 1- MINIMUM FOR WALLS WITH NO STUCCO. AS WELL AS AIETICAL IEST LAB OF SOUTH FLORIDA REPORT #0219.01-09. AS PER US 201. TAS 202 AND C.S) INCASE THAT PRECAST STONE, OR CONCRETE PANELS, CONCREPANE15, S1iK:C0 OR WOOD BOARDS BE FOUND ON THE EXISTING T/LS 20.3 STANDARDS. WALL, ANCHORS SHALL BE LONG SOUGH 70 REACH THE MAN STRUCTURE BEHIND SUCH PANELS. 2. ALL ALUMINUM EXTRUSONS TO BE W63-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2. ANCHORAGE SHALL BE AS MENTIONED IN C. I). C.2) 3 C.4) 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES R S SHALL HAVE 3105-H14 ALLAY. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 4. ALL STEEL SHEET METAL PANELS SfiN.6 HAVE STRUCTURAL Ul1AETTY STEEL. ASTM A-643 GRADE 50 MINIMUM, G-60 1;. PANELS MAY ALSO BE INSTALLED HORIZOMALLY FOLLOWING INSTALLATION DETAILS SHMOWN ON SECTION 3 iHMHDUGH 10 (SHEETS 4 CAWAMM STEEL DESKINATON W/FY> 58.5 Hal (AFTER ROLLED). THROUGH 6) 17KEPT THAT HEADERS ®e 0 SHALL NOT BE USED. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. IT SHALL BE TRESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDS OF THE STRUCTURE WHERE SHUTTER IS TO BE DIN50018 W/ 50 Hsi YIELD STRENGTH AND 90 W TENSILE STRENGTH h SHALL COMPLY W/ FLORIDA BUILDING CODE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY E ATTACHED TO CONCRETE. BLOCK OR WOOD ERNE SECTION 2411,&3.4. NGS, . 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AISI 3134 SERIES STAINLESS STEEL„ WITH 36 k i MINIMUM YIELD 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER W-8 THROUGH 12'•-4•, AS PER SECTIONS 6. $ 9 h 10 AND ALTERNATIVES OR, STRENGTH. - 9W h TOW ON SHEETS 5, 6 a 12 RESPECTIVELY: SHALL HAVE A LEGIBLE AND REAOLY VISIBLE MARI(NG INVWJ=NO OWNER OR 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: TENANT TO SECURE PANELS WITH APPLICABLE REWORCEIENT DURING PERM OF HURRICANE IWJNING. j (A) TD E]MVM POURED tri1rAFT7%� 11. THE:LNSTALUkTI)N CONTRACTOR IS To SEAWCAWC ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONI INUOUS CONTACT WITH - 1/4'e TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDDC. INC. (Min. f'c-3192 p.s.i.) THE BUILDING TO PREVENT WBO/RAIN INTRUSION. - 1/4' s x 7/8' CALK -IN ANCHORS. AS MANUFACTURED BY POWERS FASTENERS INC. (MIN. rc-3000 p.s.i.) - 1/4•e x 3/4' SOLD -SET ANCHORS. AS DISTRIBUTED BY ALL. POINT SCREW, BOIL & SPECIALTY CO. 12. STORM PANEL INSTALLATION SHALL COMPLY VR)TH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND 20N4VG REGULATIONS(Min. . fc-3000 p.s.H.) PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. - /14-10 PANELMATE FEMALE D L PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (AIM Fc-,S350 P.CQ 13. (o) THIS PRODUCT EVALUATION N DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PR04OE INFORMATION FOR A SITE SPECIFIC PROJECT: Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE PLEA. - 1/4-0 CF TAP -GRIP ANCHIDRS. AS MANIF=URED BY TRU-FAST CORPORATION (1`c^r3600 Pzl) (b) CONTRACTOR TO 8E RESPONSIBLE FOR THE sE1..ECIH[#1. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT /Li) MINIMUM EMBEDMENT OF TAPGON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4.; 2" FOR PANELMATE FEMALE BASED ON TINS P.E.D. PRODDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. ID AND PALEMALTE PLUS AND 1 1/4' FOR CF TAP -GRIP ACHORS. CONSTRUCTI N SAFETY AT SITE 6 THE CONTRACTOR'S LIT'. A,2) CALK -IN rk SOLD -SET ANCHORS $HALL BE EMBEDDED 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO (0) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG 6"" SHOULD STUCCO EXIST. ND 1' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT WITH WING NUTS. ENGINEER OF RECORD (F-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REMN. DSnmG WAIL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAN FMX70RE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN A1) AND IN A2). (s) THIS P.F.A. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL G f?MXN£ER of RECORD THAT PREPARED D. (8) TO cam CONCRETE &.OGC WAU. ASTM C-90- 14. SHUTTER MA UFACTIREIt'S LABEL SHALL BE LOCATED ON A 1EADLY VISIBLE LOCATION AT STOR6I - 1/4" a TAPCON ANCHORS AS MANR'ACTiRLED BY L T. W. Bl1ILM, INC. PAEL SHUTTER: IN ACCORDANCE WITH SEC11ON 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL - 1/4' e x 7/8• CALK -IN ANCHORS, AS MANUFACTURED Bt' POWERS FASTENERS INC. (MIN_ fc-1500 p.s.i.) SHALL BE PLACED FOR EVM OPENING. LABELING TO COMPLY WITH SEC ION 1710.6.2 OF THE - 1/4-e X 3/4• SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT N: SPECIALTY CO. (III. f•cr1800 ps.L) SHWA ONLY BE USED TD - /14-10 PANEiWE FEMALE D AND PAPUS ANCHORS. PUANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION a�a''pt:,.....:., ' PERMITS IN THE STATE OF F'LDRItx - PRODUCTS (MN. Fc-207t p.e.IJ ? X)LCEN F'LORII3A BUILDING CODE W NMJrrieane Zone) - 1/4' . ( TAP-Gi6P ANCHORS, AS MANUFACTURED BY TRU-BAST CORPORATONit:w �D. 'I416% e2Ms /tU81q ,n 20 GAGE GALVANIZED STEEL STORM PANELDOM W. ELL) m"NDM EMBEDMENT OF TAPCON ANCHORS, ELOO PAUNELMATES AND CF TAP -GRIP ANCHOR, INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/47. *' _ - T GLOBAL PROTECTION PRODUCTS, LLC. n/ u Bs) r/Mx-N k SOLID -SET ANCHORS; 5T1MdJ. BE EMBEDDED 7/8• INTO THE CONCRETE BLOCK RANT. 110 EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MIMLN SHOULD STUCCO ILIA ECOINe. artsvm &VALFL, 14 'IAA Aft 9L a.wt a nnc (W4)01 7&4 � (M4)�"� 15-021 � F ' ' EXIST. AND 1• MINIMUM FOR WALLS WITH NO SIUCOO. '•vy% $ t "">P`W +►+m�sesTn AID A, -Ms, 0WH1I0 Nw asr ICI waw AFIIAFIx. L1R IMIRR A A. P.f , non • - _ LIDS , K 20 ,,MUMJt 4NJM7 t - - CONCAM ANCHORS SIF3SL 8 1HRPJDFI� 9)- tj2' I LTCR'IING E. I REgMPDD. I I I 1 aH eWEr e!MR U. WWAM 1 TO QLAWL I 1 1 � 1 I 1' I Ir I R I I CONCRETE BLOCK I REOU1RED. I - I CONKREM 414010M ST04GERFD W/ (SEE 904EDLU STEERS a 1NNOUG �H9) WALL MOUNT NG SECTKM 1 SCALE 3/8-t' are WW=W ,. 3 e 4 W SUET 4 COMPETE AiCHM (SE SPEDtILE ON SHEETS a t11tOIl0H 9) A. CON ORM scow _ (SEE sPeDUE am COSTING POUPIED SHEETS 6 TNWOH 9) 7D CONCRETE WAUIREr"-'1"A! DOSTING POURED CONCRETE IiE CKN CONCRETE ANCcm sm*wxHORS ON SMIXIS 8 n4t000iH 9) EASTW • I I CONCRETEREa11� ' I ' LV.t 7 HAIR • 1 fltJn' SRD • ' cII RICO es L I I t�• I 1 t2 tJr' oa e" 9SVMNTIOIH 1 i ' a E I i W bIA96. I Sam smwSAeDHItE , I.a LION t 1 1 LAW, ►211 G11J 1 y o nASL IHER tI aAsst � r I2 oe.t T MR • I I I 1 /3Y �yTEyN/�•.- a>12 1124a• IXf5111NG POURED GrA I EKfiMSAM O•.0 •g DOW OLD e IS IJ' t EXISTING CONCRETE BLOCKCONCRETE wr srAl • CONCRETE BLOCK RED. E. Or- • 1/2" _o �wn.J !f CONCRETE Y�}' /j 1 • Min. 7/9Ts --13/4 Cps 10A1 I 4 , M yC'"" COWCA E ANCHOR 4 �(� ter - _ J/ i+Lt ca �+� 'E CWr'ICI'ETE AIIPIORS �'-'�D. ) CaN(iE1E NKJKIRS OAM • f a R Off• (SEE SISMDUE (SEE 9PlDUlL off Nk.l. M sPADULE ON \ C4Nt ,:-. • • a0. 9NFET5 8 TIRU1pH 9) SHEETS 8 THROUGH 0) SIHEET9 i T11laxMH % ALTERNATE BUILD OUT MOUNTING �1 �ASECBUILD U01UNTING fC STIdJ 4 SCALESCALE 3/8-1- SECTION -A SCALE 3/8-T' I I ED. EDGE DISTANCE 1W[ 1aIE i 8 (SEE SCHEDULE ON ON om s U 1 SMELTS 8 3 9) A I ( $ PAR RINATION SECTIONS I 1 I • I snla a �'[ I ewer 1 I t2 1/1' Or- r TOP L BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY H 0- INSTALLATION. N t'•y�� FLORIDA BUILDING CODE h Hurricane Zone) POURED 3/4 •' ! - h0. esrs AT@R0. or_ 20 GAGE GAwAN12fD STEEL STORM PANEL FALL GRATIN Br. CONCRETEExrST*4 REWIRED. D 4 TF e1Jr1/16 CONCRETE Axcloa SCHMULE ON o • - GLOBAL PROTECTION PRODUCTS. LAC• L E C O DINE 5H•YR 1 7/0Ig1OH 9)��: •� 2 15, .M . s1.Er e r7AorFI[ Mti ILE 400 IN. 3A74 TEa a7+7 15-021 IL!NG AND FLOOR MOLINTMIG A'"F'' •,,OAT .•;.4(`� +` a. an�rAae (9n4Mw mW-Aµ s�,..•eR a J1,w c.ot iE6t)r lsAe err_ws A : nIU N-.Ot ONAYsso 1r1 ,�, . r «. �_ ..I -_ SECTiON 2A h W%rm A r PL a u n a a • - eN¢r 4 Q N SCALE 3/8-1' 1!1 LM NtO - WALL AND FLOOR MOUNTING INSTAL LOON F9R j' SPLIT PANELS x •-1J i Isrur (A.Y0,pG0mz 1S-t a'+ALot•�aVj' t, As p LI-s" 1• mutuok W ON (3)1 4v T0i! W.R.t' 1 • M/ a R. 5/16P TA om a - Me Lie sHwArJt W/ 2 1/4• C I I ( EDGE a WNl� ® 1" 1• Am, AecAxOnN WTV 3J,sY rAPaw n. comal E a1 AIM W. MDt7t M 2 1/4• FSLID IEDAt _% I 4 1/2' CONCRETE AWf 1 1 YIN. ED. X 1 I ' FAN ,4NM,,1�Aeovl 110 M000 0 0AN I 1 I SCALEt�yt' DETAIL 1 1 L J�Ld�1 ./5 ' I ,t' OF +Wb P...H. -TIED P,s.t. v Upw V ~ 1 •roc. I 1 •�., 1AN!W MMU-T0 ALLOY �'--t?t sA6aaE aI T S Mgr) t r 1 1 i I I _ 1/4 Mt a/tsTr rArxax _ p0p�p I I xeJi 1alAL�SJ a• o.0 y \ iE 1t 6L'oan t 1MMOI R Y0C�1 I I � Z I FJ. .1 rq'-0' Ya F"EL NWK V) "/40 : IM R I I , OF +5W W. _I2A W MUJUA I I I 1 2 A�i�w"4N.f/�•E (am-19 Adim / T 3ECL010 1 w 2A C CryP TOP a sm7me ® ®� 1 1 I OHOT 4 Y r Y II I A SGt.E iLLEYAUMN SCALE 1/4-1' U! U 0[ DETAIL (Aa aa'a a6 PC Nx1NKRE,E �. 1 1 U U --T e MULLION SCHEDULE - Mt MA.LOH REQUIRED Min. 1 1 SPAN (FL) • TUBE MUUJONN 1 COI,aWE ANCHORS M SMOAiAF 4 4•-r• 2' x r x IN /am 949M 6 A 9) I C--- I I 1"- oel wGsw > 4•-6' TOW-r 2' x 4' x 1/6• GOIDitE AIKT101R -- OF Vase W. -tso PEE > S`-6' TO 6,-10' 2' x 5' x 1/B�. 4' x 1 ii'AVa,!'�"�Pii DIEM e 6)'`� ,�,' ---, ,. a a 4am 6-10TO a -a z• x e" x FJa•P FOR A15, PESH0II PRESSURE MING +LSSA -72A P•sfORIENTED fi �• t{t(j. 44187 SEcnom 1 •pgtfS SCALE 3/8-1' r _ NOTE: MULLION CAN ALSO BE NSTALFD W/0 STTAaI PAMPAS OPI TOP OR B0TT011 SO THAT R R Il'W AT Tl7P OR BOTTOM OF ()PET04G. (ONE PANEL OPEA" W/ TUBE TIP do WITON) i- 1 3 3 >► .ILIA., ALUMINUM INUMM ANGLE r! t I / 1 2. 7' 2.t10e" . I . D TYP. EDGE AI. A------ ___- COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANEL (SCALE 1/2-1') -15.199• (TOTAL (EFFECTIVE WA- _._.. 15.196' (TOTAL ,YbRt+}--- ---12.500E (EFTECPNE WIDTH) - " I. 1.350• I I t.330' a.o3e` WIN. THICKaAwp+lzr<D snn l 1.� ASTM A-03 CFMD 0430• ZED SIMnXX HEDGE /' G-w G V_ fA M A- StFF41 EDGE 2000E .2 ' J EAAD TYP. A91Y A 653 GRADE 50 ISHM UM DETAIL J . EDGE G_w Gw. � 4&V 5 AL A , 48. f 1_350'� t 1.350E-•J (I)STORM PAS © END STORM_ PANEL MED GE ! DETAIL J ' ISOMETRIC VIEW DETAIL A-17L--2.000•= .I l �/ z000 -J'r\ ROUNDED CORNER O ENDS OF PANEL'S � ENO UP W/ T-S)HEMMED POI;£. 0 "h" HEADER l�/ NUN HEADER ANGLE WITH (HLr$) RMRSE STUD 374 . 0.344' i0P f .09G .088• 1/4-A-2a 30+ sums .390E OF PANE1 •i ,1a8 .374" 10' 750• .,ZS' sm 1.40Y1.O63' .�. .375" _ "O .270E. AAAGAX • 12 11Ir 0. I .390E 1.(}B3' 1.6-343• R06Z" 4.671E -,093' d• ,R50' 957E .t t < YI..*a - .084, E) KEY HOLE WASHER .625'e z ooD' --i 063' © 'F' ?RACK ANGLE ® 318" 'F' TRACK ® FLAT PLATED 0.OW- (Min.) .094' WITH STUD GALVANIZED SIE0. .344'0 'l .375'e 'e L -. _j _ I 37s' FLORIDA BUILDING CODE (High Velocity 14U can* Zane t"EL TrP_ IJOTR7IIVP L t675" TIED WHO NUT OF PANE s� ' e1b,3 Tarlx0. M C 20 GAGE GALVANIIED STEEL STORM PALL Ixa 9r; HOLE DETu �1L-1T' © A7 t PANEL I L E C O 1 N e. GLOBAL PROTECTION PRODUCTS. LLC. mm ' 4000 11I. 51 3TFW AL.TFae0ary LY. U',E WING Hut W/OUr-..�H'. /�P;:'{-•e ' rau talAla AH ao�/rAltr GIMP FL FAX- ( 15-021 WOMMTHIC WAGNERWJ ADW04PL � ' P '4 ,� � � �.,- am n � P1+was t00ak00-n4a. FAX- tleL)MO-stOT DA"m Hw • 7/0"9.S/32' W+SIaER (sTA1N.fSS 10-0=1t9 2M.1- - I-. -• 57T3i OR MP(A fgATED SiQ7J. i 1MLLYOF AItaRM //Miff,*. Nr'x NLO n.a] _ 4 r SGET 2 OF 20 NAINHIIIi 1UMTE FEMME 0. CaNCAtTE ANCHORSI OR TM -GYP (SEE to"" ON IN 4QT I M !} SHEEM I IMKK GH 9) I I • I 1 6 DOSING POURED � I f � OR �.. 1 BLOCK 1 I RIIUIRLD. I O I I I � I I I I I W `� Hier E>attn, I I oiEr9x a F ' P v ,Bf.1,IC1 s OILY. tiff LOiDa1E ,� raH 66,E TI M � M j ' I I EVIA I 7 • 1: I 1 EXtffnNC GOIE� I COI/PNETE BLOCK EXISTING POURED E PE94kNED. I CONCRETE OR I CONCRETE BLACK 1 REOIMHED.FEMALE ID AM APELMATE 1/2' QALX�H OR PLUS CF TAPCONCRITE ANCHORS 4 (SEE SO4MUE ON _ ON SHtE15 awe' 9) WALL MOUNTING (P-M-) � a r,wxxal 9) I SECTIONS 5 & 6 SCALE 3/8-1- DUSTING • NEW 1` WOE x VARIES x 1/8- TICK ALUM. TRIBE OR t • x DOSING STUCCO/ P.T. WOOD PLATE SPACER BAND e NEW I" WIDE x VARIES x 1/8' J/ ALUM. TUBE OR I' x VARIES i T. WOOD PLATE SPACER BEHIND TRACK , - )?0, ( CONCRETE A CHOR& , (SEE SCHEDULE QI SHEETS 6 THROUGH 9J� j Ca* ' C- 'I' EXbTING POURED NUL 940101 L OWTH is 91. 4--GO "m ANCIIOPS' CONCRETE OR IRA SPAM "Dart 10 BE 0" -aE 1 1/2" Mfl C6VQLlE BLOCK BOWL at eSAID1 TtNAN a Slm e At 9) 3• Yos. REWIRED. TRVn NEWT. A. SECTION x-X SCALE 3/6-1- DETAIL FOR SPACE RMIRED AT TOP OR BOTTOM TRACKS ADJACENT TO STUCCO/WOOD BANDS 1 1 END CLOSM QUAILS FOR INSTAUA ON IN POINTED OO W E. DICK STRUCTURES COMME B=OR WOOD d,4• s V1WD FOR WAAR UFE SAFETY_AND E Z HANG STORM PAN! SYSTEM • a � I 1' III, wv� t t .w,n aLMi0I1S Y Ntr'i Q1 4• •mc a zk .000 1 � qL -1 1$ ,roc ul wnc N71 p,ra o r CASE A (PLAN) SCALE 3/16-1• O/**mAw AY[ I CASE B (PLANT H - SCALE 3/16-1' r ipy . , y4• 11i� iowA • ,r N„As-n ww Nx4P. 4IJL 1 Z mrussr. ,.as wr ,/�4 , yr 1 r L Y"r. W 1 4rixil . Aw O AID• 3„e-NtN 3, Z wLt -Ac NOW Riac ® 1 1� ) Md aM �� .Oh.m oaxa�tL ouLiwL , �� x1„•,.,m lr.a I + I � 3/16 1- CASED (PLANT SCALE SJt6-t' 4Y-1Qi14• s.s. a n.e,wgt Ire-ti1/SC YN�"�9oW AIxw A 3/4 Q FIN a .61 fwNt Me" AA vpu� UILD OUT MOUNTING SEMI 7 SCAN: ' j-'_*"aPANOOMOALAP NA - x 1 E.D. - EDGE DISTANCE I (SEE SCHEDULE ON r 1O °t tO CASE F (PLAN) SHEETS 8 at 9) /� SCALE 3/16-1- CASE E (PLAN) SCALE 3/16-1- FLORiDA SOLOING CODE (Htah V•loeitV Hurricane MAXIMUM A.S.D. DESIGN PRESSURE- RATING (,p s f) AND CORRESPONDING "L" MAXIMUM PANEL LENGTH SCHEDULE (VALID ONLY FOR 3 &INSFAtlATO1LS AS PER SECTIONS 1 THRU 1% ON BEETS 4. 5 h 6)(IF THIIII OVERLAPS • BOARD W/ 1JC0-20s1• S.S. MS t MOiNR R OHIRAP 8 IOUrKGM OF PANEL MAXIMUM A S D DESIGN PRESSURE RATING (p s f ). AND CORRESPONDINGMAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS �i & Q INSTALLATIONS INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS Qt 8: ® INSTALLATIONS AS PER SEC"ONS t TNtU 7. ON SHEETS 4 R 5) SEE � 19 a tt FOR AHPIORS TINE a 9WLSMO POR IfS{AIMA0101R 11W WOOD FRAME 49ViII1�ff /11gAA '� r., CIT'�., ```i, '�� CODE (High VolowaNy HNurrioon• Zone) [(r y FLORIDA BUILDING _ •+Ira IIL1610 AW. 20 GAGE GALVA M STEEL STORM PANEL F� No. 44167 '""" " k t� GLOBAL PROTECTION PRODUCTS, LLC. ANO 1w. III Vow ^. �.Y''•.. L i '' as Asir T0000 el Mr.t aNrs a tlDlOf+ {00+)NN1-W4L FM 0004)NOW-CM 1 S-O21PAR An-mm" -MOM A l/ll{tlli/t1t �tt127R A Rift PL �tq Jh MHQ 4a 1Fail H lIRT 0 01 2N - - - ' p�UrM�W W A.SA. Alt tHNIN �, �� 1SiS, -72A Y-5' dt IDEA 1 1/4' Ut1BOL1FD 1 7}IS1 S • T 4SS5. -720 >Y-S' ro MY-•' Yml 2 3/4" tN90L7ED i TIIAU 3 ! 7 +aaAA -T2-o >Br�- ro t1•-z' Ymi. 2 ,/z' • 111�HH a 443JL -4eo tz•-4• op LI55 3 1/:' ` � e. s a w YAtNAR1 AS.D. 06101 PIlS&Ae[ - INTI19 (P+�} MLIBIBIY AQIPR SP/,LWMC :TRH ED. - 3 7/Y '• APPLICABLE ro 3E1.'110NR + t ANY COI6NKiNON Dr THEM LIAIQIN PWMEL lE7MGN Z" (1L) 7TaHCON CF TAP-0A► HyN1(-RH PWELNIE NEIIN,E D PAtEWAUME PLUS W COMNGER oOIN� TO (YSMOEIE CONCRETE ro CLNMaEIE tX,Hi� l0 OOIHCIYJE o�E To oaMPRTE � 8• TVA N/A N/A r WA a' A(/A a" Af/A i (TOP) i' S` N/A MJA r 8' e• 6' 8` IS' 1 (aurlaM) HY N/A N/A NJA <r N/A !Y N/A 8' N/A 2 (7pp) 4d8 '.S. -72D M !1/A WA N/A Y N/A 3• NIA S' WA 2 (•DTTOMI) Y-S' 0R LESS 8' WA MIA N/A d N/A +' WA +' WA 3 t 4 (iDP) OR LESS 6• S- N/A WA a• d r 8• 3 (ganpl) 6" N/A NIA ILIA 6• NJA e' M/A � N/A 7 (TOP) IV r WA MIA Y a• +� +• e' +' ♦ a 7 (90IIOIQ N/A N/A 12 1/2' 6 1/4' i2 1/2• S I/4' 8 1/4' a 1/4' 6 T/4' a t/4` B1LOI12 1/ONY A1lCNIOt SPACINGS AND 1OilIN EDGE 06rAliCE ARE 1gSYOFD ON 7I6 .,xwn.,- FOIL ILgg TMN SOKHSED ON 9PEDIILE REDUCE ANCHOR SPACING E WLTItYN9 E11CN9 INIONM pl P BY THE POUAIA110 fAC10R0. FOR iNB OIOg0M1 ro � t'OIIBIIL A®tAr;D IIACSMO 086YMED ttlD PAOIOIN SHUNT NDr 1[ IJmS THAN w111AR1 9WidM9 /01GBI>S FOR EACH A!W710R TYPE AT AHETIaRS ROOD. � 1/4'e t/4'e 1 re 1/4•. 1/4. i/4. 1A'DON a tw-aM► Ny,ME rwx-1I 10I10-eer �, IOKAIAI 3PYpp � 3 3 3 a 1 //2 3 NAAIw.N 3 3 ,/1 D.e.M, ItIAs 6aJ 3 3 3 1J2 7 1l1 ALRt1L EEL )DOE 11� FACTOR : I/r osI r t.as ,.aIlr - - 1D0 �'19_ 4O+ W, 1/4, 2/4. 3/4, 4/4, 5/5, 7/5. 1W/1O. 2W/10, 3W/10, 4W/10, 5W/10, 6W/11 & 7W/11 ANCHDI FOR CONCRETE SEE SCHEOLAX ON SHIERS a a FOR WOOD SEE SECTIONS ON SHEETS 1�0 ! 1'1� O / o (SEE SECT04 AS 06.TED PANELS W/ 1/4h20z1'- - 5-5. M5. BOLT W/ 7/8• x 3/32• 11t. 0 EA t1V47iLAP (SEE SEC710YS AS APPLICABLE) =--I LO,1 /4, 2/4. 3/4, 4/4, 5/5, 7/5. 1W/10, 2W/10, 3W/10, 4W/10, 5W/10, 6W/1i & 7W/11 ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 e 9 FOR HOOD SEE SECTIONS ON SHEET" 10 & 11 REGULM STORM EANELS C1 i A � ELEVATION N.T.S. 1` MIN. 6/5 1/4` Max. GAP Hurricane SECTION SECTION A -A N.T.S. INSTALLATION DETAILS FOR REGULAR PANELSn & (M INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES RED CONCRETE _QLM CONCRETE OR REWI�� BLOC( _-MMMUM OR CONCRETE REQUIRED ED �W CONCRETE ANC/gfS OOicSCE ANPIOR4 SEECONCRETE NMPIORS S,iFT SCHEDULE [ SHM0r.a3r.c ON T 090)MEbIAE dN ED. LIW. APPRIWOH 30 1 I ,SS Data$ w% , � I5; 3. I MMMMGG Hur o F,CN PBOLTSW$• IiUr a EAw i Imo'' !' _� 1 1 ` f..�, i 1 i ° m0t_I OAN -H i i or T-"-ctASs ° r MAX i j 77/1 1 a. 1/4- - � '�4ihNh1]/1 S.S. BOLT Mox. / 7/8•.3/32• WING HUT ca,c 0 12 1/2 D.C. COMC.REIE ANCHORS W TS810D) sPIDtA£ ON y� a" CONCRETE aA OR WAMM REOUIIED �'I� ODtlC DIRECT AND WAt�L3L•M�VMslOUNTING DIRECT AND WALL MOUNTING INUA .tIA� INSTALLATION SECTION 8 SECTION-9 SCALE 3/8-V SCALE 3/8-1' E D. -EDGE DISTANCE NOTE FOR QQMNKATXk! OF SECTIONS: (SEE SCHEDULE ON TOP h BOTTOM MOUNTINGS CAN BE SHEET 9) COMBINED N ANY WAY TO SUIT ANY INSTALLATION. AMNCFHORS: MR CONCRETE SEE SO4MAE ON SHEET 9 FOR WOW SEE SECTIONS ON SHEET 12 3' M.x. 2.6'r r 1" Mfn. (r'RI. OikAlIP r1 W az WtLEI) 1' 1 1 I I --L `U EN r N , 3. is Welo rl ;t 4 INN.. FLORIDA BALDING CODE (IINh Veloc)hr Hurricane IIIOIeANI At& OEM FRE�VI! iNiING WA MI ANCHORS VAO M9 FOR LIL - 3 f/r AFPUI�41111 70 t ANY PWMBSIA7ROH or T161 MAIIRW p"m t21OM 1' DU LMCOM OF VP ow C"Am PMRAWL FINKE ID NYQ1MtE FUIa 30UD SET ID cmK W3E ro CO N7EIE BlOdl tb OOYSIEIE - W CaM10 SNCIE TO CONCRETE ro COT00we OLI3C To COMPETE TO COFCAEIE ULM ro CONL'REFE ro CONPEIE BLOCK 10 CONCRE E TO CONOETE BUICK 6' N/A N/A N/A 6' WA 6• N/A r N/A M/A N/A 1 (FOP) 6• 4" N/A N/A r 8' e' li' 6' 6' N/A N/A 1 (BOTTOM) 6• N/A N/A N/A r N/A 6' N/A 6' N/A N/A. N/A 2 (TOP) V N/A N/A N/A 6" N/A 5" N/A 5• N/A N/A N/A 2 (BOTTOM) 55.5, -72.0 6' N/A N/A N/A C N/A V N/A 6' N/A N/A N/A 3 3 4 (LOP) >7•-5` TO 8•-8' OR ' 6" 4" N/A N/A 6' 6' B. 6' 8' 6• N/A N/A 3 (801TOM) Ir M/A N/A M/A 6' N/A 6' N/A 61 N/A N/A N/A 7 (TOP) 8' 4' N/A M/A M 6" 6' 6' 6` 8' N/A N/A 4 lA 7 (80171DM) NJA N/A 12 1/Y 8 1/4" 12 1/2- 6 1/4- 6 1/4' 6 1/4' 6 1/4- 6 1/4• NIA N/A 5 (TOP/BOTTOM) 50.0, -53.3 N/A M/A 12 1/2' 6 1/4• 12 1/2" 6 1/4- 6 1/4' 6 1/4' 6 1/4" 6 1/4• M/A N/A 6 (TOP/BOTTOM) -r TO 11•-2' 55.0, -72.0 MIA N/A 6 1/4' N/A 6 1/4- N/A 6 1/4' 8 i/4' 6 1/4' 6 1/4' N/A NJA 6 (TOP/1°IOTTOM) '-W TO ll'-2' NIA N/A N/A N/A N/A N/A N/A M/A 6 1/4' 6 1/4- 6 1/4- 6 1/4• 8. 9, 10 (TOP) _4&0 6' 4' N/A MIA N/A N/A N/A MIA 8' 6` 8 1/4' 6 t/4` 8 (60170M) 12`-4' OR IiSB OR LESS 6" 4" NIA N/A N/A N/A N/A N/A 6` 8• 6 1/4• 6 1/4" 9 (BOTTOM) N/A N/A NIA N/A N/A N/A N/A N/A 6 1/4` a 1/4' 6 t/4' 6 1/4' 10 (80TTOM) SEE SHIMS to. 11 AID 12 FOR A CHD S TYPE a S► 4010 FOR N3A AAM S TAD WOOD PALE BUILDING. IrOSN A40M WACI OI AD ~N WK C07M E ME 101WO ON IM 9OEDUE FOR EA LESS TWA 6111mm al SCHEOIL E REDUCE A " SPWCMO E MAL1W1l11SNS SMMCII9 1NpG1 ON 3G4DI1lE N THE FtlLLCgWX FACIOW FOR TA OPIrAWON To BE POISON$ AUK= 1JPACNO OIWHNED TONG rM. rR 31, U NOT E =5 INN W1N WUM OPAOO tCIG781 MR EACH ANCHOR THE AT ANCHOIR IE9EAID. 1/4. 1/4. 1/4•* t o e 1/4 a Ile. ANCHOR T1PE WPOON CFT7P"OF p`WWMWSE tamMA rNR�I SO b_w A,/OMR wmw 0.) 3 a 3 3 : 1/2 3 4,4��O,W C4AwM. 00 3 a 3 E J a ,/! Ir•R4NINLN OIAw" mw* OL) 3 4 a 1/2 APU AL ED. (= DSIN Ct) FACTOR '- 2 a. tI0 1D0 - ID0 tl - 31 FLORIDA BUILDING CODE (M h Wloaity HurrtNwne Zone eaet3 1•IRxi MWL 20 SAGE OILLVANIZED STEEL STORM PANEL OM1FAIL 0NM a 441 r s` IL ECO IMD. GLOBAL PROTECTION PRODUCTS, VISIT S, LLC. ei� " 4.. t LAME a M314 15-021 1!. • .4 . Alw a L t as ,EDIT eHAF1t R 70ANP RIOIE li6t)NB1-T04IL FLOE (m)m-em ..... Ally , PI• PAp-do OIHNIO MI wit war ww a r �t .w WERff 0 -amm _ MIRY 0 K ■ a) C_ in Cu a �--. U N OCD C 0 Q 0 CD C CD CU 0 (U (� 0 0 NULL 0 0 LL CIO 0 .�. Q (a Cn 0 >` CU OCL �cia/•� VJ Q C > O co V O U '(D'^ CIO LU Q Z Z Q J IZ SHEET NO. SH 1.1 CAI CQ N }, INNSTALATION DETAILS FOR REGULAR PANELS() Ok (2 1/+-La.5/rLOW GRASS BUSNING w/ INSTALATIQN DETAILS FOR REGULAR PANELS�1 A 6A INSTALLATION DETAILS FOR REGULAR PANELSi1)_� 1� N C � O TO _EX15IING WOQ .. TRUC URES PMEL LODIC 53- N3 • a i0 6 f:JN INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD -STRUCTURES O C � 11D! r - trio s e u ai a}i,`-.,o - _ !!i RVKMMIAE q ON rNe3AM PIA • yy,A.� - 12 1 0. C W- , r/2' AL LENGTHS �i1 /1W' /(��i•!�' u4v ue aaar • r oa rf uwir +7.•. ,...or... r no. ro iF.me rt)rt ,vs uNGMs ur x - • U) = •1rf" tser•rar 1�„r o,em,o, ro a'-e' ►w<. 1/4-0 LAD SMM 0r as w _ eau r•rsa tz• 4 ,Af aolart • r ee r tfp/ rrA1aa .iaOs s r •t: N ,•.rtiVr• t1f., 4rtl-ra wt•soa q r• tasae•O. 1 10 Etasna r000 eErtOf. ;° 1+-t8 PANEULIVE PLUS f i r4e1M r r•ew• rrwlrb/F ww m rip Ara tDr w� I /1HR!IOm O.C. W 1TgN m , il} ENDED PENETRATION TO WOOD a t/4• o.c. w/ T 7/6' 6 1/+• oc. w/ 17/8• (� , e 6 1/4- o.C. w/ I �ja• /% Tt9i£.bED PLNETRATION m � (� f(J�-pi an - 2 ,ta's'wrt••aa ,awe, 4>.A I 4 r• •Ian 4T- s.&. •/r" EO E7SS7HG WOOD HEADER 7 DOSTNIC WOOD HEADER REICUI FJOSF3IG WOOD 11FIOFR O �_ Al J 2 _ _ O •L VJ 1 s..sXI ,/Y N�, Ira _ ^ � � r��,i.•'�wr.cw•�ior V T � � I 01- rAIL fQ ,/5. � O Y� � k ,cmEO F tO W / /�'',1�.0.CU�CU i ii J W.1 EQ - i J C Nh • i --^" '�' _ ' om 9lL • V O At- `VD1ow SRD • U r eAm STUD • x„ ; 1 a 1/4. Im \ V O > a l e OC. , a tp• Ot ♦/�/w000 N x ,I h WOOD IIF,mt.REOURED ' , I '^ L ar,Orr ro,raaD I I �� i I+Olt O' l�-J+�� aa ;, i i 1 �r r ' , �F- 0, nMl a all asII a@aa t D I 1SEE SCHISIDULE ON C/) • JCFiDIaE ON I i SfE '9G ; ON ; ; 4`, `uru.�m..e 1W ALTERNATIVE 2W SHM a r ; ; , roR .t•ua .1s►a1Wr.M � ; � 1 TD uA&CALF 3/a-t' suiE a/bar•To cuss _ Mo,L PAN LENGTH M�a■. PANEL tENGiiI t ,(SEE NOTE 1) ,Asa-4wc,s°S.(SEE Mme• P LENGRI`iNOTE t) , *3oK (SEEON SCHEDIEU 8 I WUI �RA OASES. SCHEDULE aNI M I w1aDo SEE 5Ge]IU.£FORS Mir. 1 <' i +n+r�VITT 1 1 �lIr0.4 MOUKTM•• r .. /••'"r�EQ.DI 1 I i i OF i'IIST�ATION - AL7ERNATII/E 1 W /r DrLto ..a.waot .aaotararer FRM ID CPA D;ii56XsrJvE t/4• - ,r_rLi aura i FLOORYOUNTItRa I EO EOIDISTALLATM Of 1• i OF V rINS-,' I WALL- {SECTION AT TOP IS UN/TED TO +55.5-67.0 MN(. I/+- - i• 1 EO t/2• ID10000, PLATE t 'AITERNA7IVE 2W L"° ,«. �° "•° ; r 7 ,anaS.O. DESCN PRESSURE 1unNG) Eo �. ' 1_J I + *-SOME. 1/4•' - 1.S.AI• E' 1/4• - 1" 1/4' lA > S/6' LONG bt1aHHG - 1r� �. RBOIAR'p ED. I BED SKID • � � t 4\r- a• Sa. ,asao PLAE 'tall •• 12 1/2" 0-C. 12 7w// 1/4••-2Da• a.3.NS • a I/s' oc. ra" ,M •r am72 P811 PAEL tE"mG UP TO 5•-0• AM a 4 cn.Ile ac. rat LINCRIS LP TO a•OR /14-10 PARMAIATE FEiM1E 0 rL1A « +a t/2• a G wnH r 1/arA0 s r a.c. w/ALTE ♦rniE3W Al TCQI_J�TIVF LW 1aN.'r�[s1wM,i WD�ArQt -, .�Aa t4-to PMIfiJA1TE PI115QUIIiEOEYLiDAu L.o+Gnls uP 10 a•-8" Max. n'PLATE s,rrsm+ar 14Atc SCALE J/6-I• SCALE 3/8-I• R2EaWbO00 PIAtE O/•O.C. W/ 17/8Z"a4• rl000 PtA MttrillOi OF PLATEA,1•.eM TF.HATIVEWOOD FRA THREADED PENETRATION eC4!lQIT S ANC_HiIR145rA � YID M1oTN OF RAZE t4•f UU'G S 00M e DIRECT MOUNTING INUAL LAIC NOTE StA1TTE1t e1a1cKS Nor SHOWN FOR CLOW + MALTERNATIVE BW PENETRATIONAT ul>MUront of PURE 3/R1.SCALE 3/8•-1` DIRECT MOUNT / WALL MOUNTING INSTALLATION DIREC�wT A`L WALL O N LNG INSTALLATION SCALE 3/8-1" &COTE 3/8-1FLOW MOUNnug SAW SCAE a/8-T' � SWgiSTAT14N =„5F •S+CAaE; 1/4- - 1Lam' `1. INSTALlAT10NS ARE ONLY VAID FOR BUILDIN(5 WITH aS.O. QESIGN LOADS ♦� a ......... ♦� ;%�� 1. INSTALLATIONS Fpi ALTERNATTNES 8W. 9W 3 COW ONLY VALID Ftt UP TO +55.8, -72.0 p.s-f. AND PANELS LENGTH UP TO 8•-$". '.:•••t/ FLORIDA BUILDING CODE ( h Y•loeity Hurcicam Zona 1. IINSTACLATIONS ARE ONLY VALID FOR BUItlXtNGS Wtik( GSA. DESIGN LOADS 1•y:. _ FLORIDA BItILDIkG CODE fI h Ysltu Hurricane Zone 12. FOR NEW W00 , FRAME CIXNSTRUCTION: WOW MEMBERS TO BE SOLfiHERN UR TO +55.5, -72.0 PSF PIIO PANEL'S LENGTH t lO 8'-8'. T ' 1 - BUIDINGS WITH AS.O. Ol31GN LOADS UP TO +43.8, -4&O p.a.F. AND rt••,,/ IlORiDA BINLDIHG CODE h WIoc1 Murricor» Zoneemra �0 arG 20 GAGE GALVANIZED STEEL STOiM PANEL on W: 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO SOUTHERN oxra nRat Ac 20 GAGE GALVANIZED STEEL STORM PANEL r PANEL'S LENGTH UP TO lY-4• r q 3#aq ac AWNFAL PBiE N0. 2. W/ SPECIFIC DEI TY OF 0.55 oR EQUAL_ - PINE NO. 2. w/ SPECIFIC DENSITY OF 0.55 OR EQUAL .44 j s No. 44167 *: 57 DFArr, an 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD METERS TO BE SOUTHERN '��:' � Z 20 GAGE GALvAIZED STEEL STgtA PANEL �, aroata a\/,a/,a PINE N0. 2, w/ SPECIFIC DETNSiTY OF 0.55 IN2 EQUAL44167 a �� NOTE FOR NATION of S€CnaNS: PROTECTION PRODUCTS[ LLC. DATE: GLOBAL PROTECTION PRODUCTS, LLC.IL ECO INe.4aoosW s, sTf,1z, N0_G49AT�crloNs iPre. DOE PROTECTION PRODUCTS. LLC TtX' s BOTTOM MOUNTINGS CAN BF. 1 aWc • ,+ IL EGO 4MDO Jr. s, S,IINT H{jT£ FOR C(MIITL1E COINC.�- Ct, TM�u ': auiasOOa an PHONE (aa4Maa-734k FM pa+Haa-a�7 15-021 ::3 r�' I F rKen tcsewc a arralNDnwAa DR- n. aJ3u 15-02/ o' � u ae •t rD.r a.rsaeaA�Pw' woe (r4)e�te.0. FAIb M4)0a-M715-02/ <' TOP fit BOTTOM MOUNTINGS CAN BE '�i, 4r 11M kL i m o_I a.rrDt A r1r4Y PIatE: tasa)Ma 7s4a rAs (oc4kaa a7a7 TOP @ QOTTOM MOUNTINGS CAt1 Bf P ; : pow on-,s,>. ti , (mm an ->an DKOW Ra COMBINED IN ANY WAY TO SUIT ANY + r,<.,...• ♦ ♦ry.-e aM, 4Dr rw,na.GerdaMONG Nm [9ra r r.cs,r N.a o•�� "rr '<{l rN..: aae Pr-rAr . a rArAU 4r+-rp1 ; w .YADrrar w[ ra r rr• u- LTMMND rlrc y••O •' f8-CODr710 -INSTALLATION.em,LTntIP.e ra'r�r' >- _ _ aNTE1t tc a b COI(thNF.D i4 ANY WAY TO SUIT ANY ty�ra-o�aoa719 __ 1NSTALL/S1gN. P•E 'E WI.TFI/ A ritJ1 A; a.E 01a '->" a1,¢T ,, a b COMBINED !N ANY WAY TO SUR ANY y/Ia1lRUr A RIf .M_ P n r r �eWET ,2 a NINsrAL unoN. \rA7FOR CA/IC/ETE ANa40RS: SEE SCIRDU E ON iiET It ALIBMTE •) oa7 omw AMc"m-•� Sm SCE RULE am TDR WOro 5r7Mw: !FE SLL7gN ION SIEEr 1s /, %, ik 1W/15 1 O �t.Orw(m SCHOD"sON 1 flra 1 4, 2/4, WOW 3/4 Ot 47T 1, 2 tt iW/15 3W/ AT QA PNIET Sri a�"D ' � TALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PA EL SYSTEM 9tET 14) va,uD ca+�TE I. / I-,e., i'-o I/2• �1/4'.Ao sow • r o� Wf INTO EXISTING WOOD STRUCTURES yr�tOVERLAP /�'.500` 60' (tx'Fwsf GNooOrIFADER�NM•.OVERLAP POURED ONCF= iw (cwsE Qq - - - -- - -REOAm - - - - - I 3• Nn. (CASE I)0STUES SAP I z!'IR pAtE1)PANft) tf1O maL)EaSWEET 14 FORkTr�: i, ac 1 //�z 1/a• gE SEE NRODOR PANEL END PMET. 1/4 i ! yeE 1 I gEg 1 1 M0F760R PANEL ENO PMiEl i 1SOLID 0 E, MrLYeE (� $ 110000 �uIE i+ s /, M.r B +1/8 Mh W{ s�aMm 5/Y Lw+ (CASE r// >eamT. Ct�1 (S@14r. 1/,4) pl2 1/2• oc. 3Mb. (CAUSE � ro • i2 1/2O.C. 3' SP FOR n FOR 3' (SEE GET2/„oR I)WBCT alolntr � SPINV-3- MtnN DrD.PANDDETAIL 1 WALL MOUNTING INSTA TtON (APPLICABLE TO SCHEDULE 1 i (DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2fuLs 1/14 SEA£: 3/16' - 1• a�NGojrL7iNIaE laun,eN SCALE 3/t6' - f' am • 1i r%Y' O.a oaa 2/,4) • - A IPA „AS 1/ MAXIMUM A.S.D. DESIGN PRESSURE RATING (e.s.f.) AND CORRESPONDING ; ALTERNATIVE 1 ALTERNATIVE 2 �°4) 1/1i MAXIMUM A.S.D. DESIGN PRE SUR RATING (p.s.f.) AND '^^ „ „ I,�_Na4 ,,,�1�XIMUM PANEL LENGTH L SCHEDUI� � �M. ro�fi (2 ,/z' as POMORD cORRESPONDiNG MAXIMUM ANCHOR SPACING SCHEDULE AT n FOR 1, 2. k 1Ylf 15 1, 3 iW 15 LMICIL,ar ONLrTOMcltraay1 a AM FOR tKF ctFCly e,Y,a.4 1NAIFLBLOok //, 2/4,A 3/4of4/4 / / INSTALLATIONS INTO CO CRETEdoCONCRETE BLOCK STRUCTURES s�sTEII sf�r AUERNATE LOCATION r 11NplosAsa tWalWl. AIEA w/No t1FE sAfEfY PANEAs LnCwT1ON OF u_NOT' 80.�j ON Uff SAFETY 7�sti�rac ! t !@1 W/ ,wY I r.,. i7NDiDD�^• TOP a w/� S 1/2' • uK 1j°� aatH71UDK) A ou PAaiL� i4SEPARATION REGULAR PANEIS W/ OR SAFETY PANEL -� 4r-r 2 3/4' rAaINIFOw/o REOIHAR 11TACNS (SEE NOTE I UMi9R OF VP -cop ou-0 PNRIISOE MALE o MaEt1M,E RUi ro «A B BFLDYn • LAST Phil Q m 8E NSTALLED AS � SECTIONS !! LVJII" FNNL ID -Lit: SAETY S1OW PA'EL OPENING SNKL P - m ,E 70 O TO ro 10 -10 coawwrim LOKI" t• 00EOEpp[ S ALWAYS FtIO1iI�FD w/ NEAR 1VDi0LE ,pyip "" CONCRETE HcmCONCRETE 11001 Bla"E iDRC OFTFOa SEE 91�T is FOR AICUO S TAi a SPACNO Fat a6TNL TOM Nro WOW NNE @ULD"QONOREm Ai101S NI(L OFF 5118OPJIQ m 116 B P OVIDEDA' / FMA HANDLD WA.0 M CH01k dPACOM lap i.MM EDGE OSTACE ACE aOKiQm ON nE SdfDULE FUR I Wsclamum s,¢T ,UK pO,® tl0„dMIE 4(Ill. CONpR1014 T9 FA LLATE 16 OL FROM a/SCE 0. N/A N/A N/A Or N/A 6' N/A 8- N/A 1 a 2 (TOP) EM LESS TWN a DICATED ON SC EDLAE REBUDE A ICHOR 9PM" 8Y MULTPLTMOVOODOO_5•-O. OR IfSS Smom ON SONS OF 9J THE FOUDown FACTORS. FOR THIS OMM310N TO 6E POS9HE ;cars. NfepRnOrcafE'ESCJANCHORS SEE 1 N 55.0. -72.0 9• 7' 9- 9- 9- 9• 9• 9' 9• 9' 1 (BOTTOM) IIEDUCO SIPMMG O6TNIED USM r2CTOR &MIL NOT 6E LEES THAN Me A 9tMAIG Male m FOR EACH AW710R "m A ArI04M Is ma I rOOO PtAE (J,4) V 8' N/A N/A N/A 6` NjA 8' N/A 8' N/A 1 a 2 (TOP) tEglllfED SG1F S/yx•-t' +5SA -MO 5•-0- TO i-8' t/re t/41 1/4•s 1/4•e 1 ,/4•s PANT 1 Mrxi"NG INSTALL •T1ON WAi 1 AND FLOOR MOUNTING INSTALLATION - • •6• 9- > 1/x• 9• 9' 9- e- , {eorroM} ,NratoR Twt 1tomcr a1x�® 0- /; NOL 6" N/A N/A N/A 6• N/A 6• N/A 6' N/A 1 3 2 {TOP) SECTION i �: 3/8• - I - SECTION 2 scxe: a/6- 1v4• M.r. cw c+P +SS.o -T2.o -To B'-e' „� ,,,�,y1 sYlvo a a a s 2,/2 4' p' 6- 966- 67 6' O' / (BOTTOM) 3 J J 3 3 IMA ON LrFSiEIY sn ncrFM MU 1A/y t1�1 IC 1. LIFE SAFETY sTOw PANEL COI BE LOCATED AS AN END PANEL (�st OR LAST PANEL) 1 tend ,tm Qa) 3 J ] 1/2 Jt/I + ALTERNATIVE 3 AL�T RNATIVEOR AS AN wTElaoR PAt°EL_ (AKY PANEL LOCATION Rt t?iD trAAE15). 8 (AT tNON 1 PSTrtLs $ pLtfIaMTE LeaTtDN ApU,I FJ7. (EDIT O6DaKQ - --8f10TE ,) AT " PA,ELT. FAc1aR1/4-0 LAC KAM • a- O.C. W/ t I/x LIE SAFETY POEUS WY OR MAY NOT BE INSTALLED lt0.fACENT TO tECr(1L/rR PANt15 5Efi qDR t) fir•LE F �° % fL1Ynt 1Jf (� AT IDT1011 W/ ED. - 3 f /2' • 1 t >m IW. THWADED PENEMTM �OR (W/ OR wf0 RECII.AR TTtnt:rc5J 2 11r -AD •f.o. 9fe-L.DND OLeW90.1-SECTION B-8 Asa 1 pnn • mro 1R. Flloi TDP o AwRc wE a ( • r +� a A l SE�� PAiiEL r Im ,m as 1/4-0-•20a• ssrs- • IL allALTERNATIVE WOOD FRAME CONDITIONS it ANCHOR CATIONS2 LIFE SA:ETY PANEL (bN5575 OF 0.039" G&VAN= syM STORM PANEL AS SCALE 3 f32.-ta 7AP0OF1 _ _ r/4'r-2O PNELAaGE 1Er1aE n ORPER WMPONENT .SHEET 2 of I7RANINO. pq M to Lh7NCfH 'L' (tt} 3 I/Y ,m taoTmw-*a i[ PLUS • a• IOC W , :/Y.Ia.THE Nr ITSELF TD BE REMAINED OR WSTALLEO FROM TTE INSIDE OF RQN9 OOICREIE COIa31ETE COCtEIEOF TEEN PLATE10ED PpE7RAi,ON m F WDaD ER TR a/6•+492 &As) 3• ' 4 1f2` 4 1 2• 2 (B0T1OM) r 6- OR LESS ��rDTE : S,ItiTA TRAOtfS NOT stglN MDR OIfrTY ING 5.. LA=E SAFETY PAN& REQUIRES TOP TRACK TO BE CO NT®a BOTTOM TRACK TO NHNIij/�j/+528 -SBA s• 34- 4• 2 (BOTTOM) r-Et• OR LESS �i ffW LL N ATI INSTALLATIOEE AS PER 94M 2 OF INS ORAMetG. '1, 7�'''Cq0 X Y ICE INSTALLED WALL 0R FLOOR MOUNTED FOLLOWING SECTIONS I a Z, ,,.,..FLORDA BUILDING CODE h Yeloci 11urrTcan• Zona +55.0 -720 2 ,/z- 2 if2" +• 3 t/2- 2 (BOTroil) r-6' 0R LESS ♦♦♦ .t: •..•.....i•• lALTERNATIVE2 ON Tits AS WELL AS DETAILS I a 2 UN SH ET 14. a Q•,u�FN •• F10RIOA BUlI�ING CODE (4Rph VelooilY Hurricane Zone) .,...r. a/r _ ,•stem Nc 20 DACE GALVANRED STEEL STORY PANEL or +SSA -72.0 2 1/2' 2 11C NjA NIA 2 (BOTTOM) _r-s' TO 6'-0' _ - ��♦''� � FLORIDA BUILDING CODE (high WI Hu caner Zone 4. Dun. LENGTH troll coMPoltoNr ®Is ,s•. - No. 441 Z N A A 3" T 2 Ii01'Tdl) r-6- TO 6•-6- __ *.. NO. 44 _ •p1a •area ac 20 6A!)E GALYAiN•LTD STEEL STORY PANEL Fa,. A Max ANCHOR SPM]HG FOR COMPOFENT ®ANCHORK:E AT BOTTOM LS GIVEN ON � N/L�,a +5"f.o -72.0 / N/ ( 7� _ � W � F - SpLEDULEs t a 2 SHEET I4. __ - GLOBAL. PROTt:CT1O11 �, ,IALOAX _ oana lama fc 20 GAGE GALVANIZED STEEL STORM PANEL rRt COMPONENT o S PERMANENT OR REMOVABLE LLCr• w/ny,a 1l�S - N _ DAA•N er. -L. E C O INe. GLOBAL PROTECTION PRODUCTS, LLC. I. /dTALAtoNS ARE or�r C<tD ,va BUILDINGS rtTTN Aao. �+ Laa66 LA To z AL PROTECTION PRODUCTS, LLC. 03/o IL E C O IN[. .00 S.W.sr. st aTAfT c a SEE STIVIT DETAILS FOR INSTALLATION N!D W000 FRAME BUILDINGS ON SHE iT 1S •�Q` g371rW a [MONQple ANY OWE a 3M14 15-02/ 4aoo sw. st STFRT FOR N W WO M ANO CONSTR CIODW O m 8'-8'. /+ r•s�'cfC' I{}P •(` ` wr a R i as ,.rrn r•• w srw Pr,oe: (fa4;feo-7344 FM (N4)06-@W n��,�(� CAW. n. 3A/4 = .p �%p p� I L E C O iN[. 4•CA SW. at M14 6. SEE St,Eti 4 FOR OkTAI_ APPUCIrBIE TO THE NECESSITY FOR THE IbTAilATK1N OF , Pf• Orr-r®- r: N• 4r1-r"! o r �� I•. •. r rwr er\rrAwo I.a ass •rO� r` , �� ' ats rs a s r IOW ,ter area r P= (a6t)aM-7a44 nab (M4)aaFiTa7 - 13-021 2. FOR M. WOOD FRAME CODDIS CnON: WOW MEMBERSW BE SOUTHERN 'Q Y t" '4f' : Q OeE. FL Stfu ia1-aaD rns %y w� . P.a ..-.ar . ,. , w,or Nor N1/a1WI 1r PaE M. z w/ sPmF1c optsm OF o.ss OR muAL rt P ; �tv 1Rur rcara.e a arrumeaw ca1AP 1 SPACERS T T FOR TALINST1 m ADJACENT HE BEYOND TO STIXXX)/W0 AL BANNS. ,yam ,naTFlr A .r_ P£ ' o eta - 4 _ Ns s1a¢r is d a ' ` w r _ a r rrr� r q ar a t r res ,.Dew R rHw4E: (•x)tsa•-ias,A Atr tamaMaa-a7at 15-021 "iJil•.... N P IIINILi1 AdN011Y. M t X. PE r n-/M • WlgT 14 ar L , ♦ l? A R.71f ra r Orr ra r l tt\ IaaTER A RDA.°• Pl > lNR1 is of 1W INSTALLATION DETAILS ,EOR OPTION_ #2 FOR LIFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM _.- (SEE %=OHS ON SHEETS 17. 111, 19 At 20)- INTO EXISTING POURED CONCRETE OR CONCRETE_ BLOCK STRUCTURES INTO EXISTING POURED CONCRETE OR CONCRETE.@LOCK STRUCTURES S- NAx 3Ny1T, y/T7, 6A/1a 30/17. 4WI7, SO/Os, s• VAX. - ,- NMI. •wr/ta TAWAft a 6AW/20 PAW/ta 7R/tW a Mlib 1' 14' TAPCON ANCHORS 1 4• rAPCON ANCFiO(6 T 4• TAPCVN ANCHORS 1 9 TA -CON ANCUtlRS e 9- O.C. • 9' O.C. O 9. O.C. a 9' O.C. 1 4' TAPCOIN ANCI40R5 , 4' TA. CON ANCHORS • I' O.C. O !i• O.C. D.11 •r 4 -- -r---� P Comm I 1f4' PONIED OONCREIE �- aA. OR I - � OR POURED ATE - POURED C5ONCETE O O O O OR CONCRETE OR COrCRETE E all CONCRETE OR CONgDp( OR CONCRETE BLOCK BLOCK REQUIRED 'NBLOCK REQUIRES 1 j4• BLOCK RE0I1�D - REOUIRED REOUIRED - I. 6 I i � � E.0.• i i E.Ds � E0.• i i � ED• � � E.D.• E.D.• IN t r r t r r r ! QD W 1 r; I 1 1 LAN INOLN I PA S.r i I ' r. re_ItA M m i 1 r•. 56MRmQ1 TO I r. a 'n I I tw. ErrlAaoN m i i 1 M.astm�wOarn¢N m ; �- i Dr. sawitam 10 I I m I 4tA9a tall 0 4.ra (afi _ I 0 I- SatOrAt aN + ' 91 (fa i I -.. A 1 47c i > es ; i z I- atfr ,,sa ; j mw ,N i i s - [err ,6l ; a: I:a - aim w Y ar¢T ,n ; ,. LULL... _ -_- �j r�i 4(iv 4Y`V//ay . •.f. ' _ _ _GLASS _ _ _ SCIEDU.E) j i i z "a 1 i I i i I t; ET95r91.�e.J i °-(' 1 i i '• EIRSfIN(, 1 , F��Ij rasa sttuAF wlae a ( I I Cu 4J �A fXfSrlNc�J r� �IV&-1 , r '�• a EXISiIIj�GLASS,,,;, r I 9. _ .J I 7 GLA r I 6 SI%55 �F �� r #g am Gig I r 1 � O lidI , r ,TcAl rj - __ - r ___..I - - - - 7 • LFE - �- �-- I , r�j � - W 'i � � I�• Y c • r• I FT i , I ; i a/y1• � PNEl Nn0D1 men I '� I I U alai 01Ba/P r Ivt3c4• 311/1Z 41fi7, Wis. N/17. 411fI7. 'JIft4 S' i' MN CAW/IA TAW/i0 R SAW/20 NHa Twlr/Y0 a a•W/2D I• Mal. ; ( I 8. r , (SEE SECTIONS ON SHEETS 17. 19, 19 k 20) - - I ' V I 1 ; 6• r ; ; , 6_ OPTION 02 FOR LIFE SAFETY STORM PANES-1 ELEYATION 1 f SCALE 3/t8`-I'r/a. rAx •r► - E.LL• ED.4 i ED! / r t E.O.• i �• r r E. 1 ae� AA7r es. ra�P_1 WOE 1.1m i tNE 9Nar1' - I I � 11/2_ • ,2 11 fAJ14s.S. M.S. wf If2` I 1-r-2a.3/4"S.s. U.S. Wf I i j6'•>3 S2' WNG NUT WASHER /6h3/32. DING NUT WASHER ---- __ Cu I� x O.C. (BEYOND) ! ' f4-,0'r PAFELMATE PLUS W/ WONG NUT t 4' 7FP'OON a_R 015 1 . 7 `a a 3/32" YRX' I t 4' IAPCON ANCHORS -I 4' TNCON I TB 10'r POAI lAL40 PLUS W/ (T*} O) U T WronER • 1z , z' G.C. ent. rATr wAA,tR (�'�) ��/ /eL; 3/32' wwc NLtt ,IALSI+ER f8'r x 3/S2• PANG NUT 1aASF,ER irl� �!� _ i 4 wCON ANCHORS W 4 i/2' O.C. e 4 I/Y O.C. e 4 1/2. O-C.Cn (STAMM W/ STUD) (STAGOflfID W/ SM) • 4 1/2` O.C. SECTION A -A POURED OONCRETE mF�raE1E II __--��__-- CONCRETE oR WFWXtErE eLDCK cot �� • � SCALE S/16'-i' CONCRETE L CONCRETE OR CONCRETE BLOCK OR 0(1NCRE[E BLOCIt 0R CONCiEYE t11.00N 0R CCMCRETE 9L000 _ ITEQUtRED� REaurtea RE0U1R£0 M ruoLAREo RODSIALLATION WALL M_,OUNTiNG INSTALLATION WALL MOUNTING_ 1NSTAT i AT10N WALL MOUNTING INSi I t A11ON ice■ MAXIMUM A_S D DESIGN PRESSURE RATING (a•s•f•} AND SECTION 3A SECTION 3B SECTION " SECTION 4B SECTION SA MOON e_�i"'rT_N O 5B CORRESPONDING MAXIMUM PANEL LENGTH "La SCHEDULE ET a LIFE SAFY NNE! 0 REGULAR -PANEL O LIFE SAFETY PANE . 4 REGULAR PANEL 0 LIFE SAFETY PANEL L ' . SCALE 3/8•-1' SCALE 3/8•-I- yatE a/a'-,• SCALE 3/6•-1' LLI &CALF 3/8 -1 SCALE 3/8 -t _ c SEE sMFEr 19 a 20 roll ANC,IDif3 TYPE a TtPIE va'aor \N nl XE' SHEET 19 S 20 roll INTO W IrFE a � TIRE ,x�nl1 P/N r ♦♦I\\1tG IUI 'ATM MINIMUM SEPARATION PANEL �`♦ J FLORIDA BUILDING CODE Ill h Yabct Hwrioane Zane ALIAIKr1s Nro WOW a a) '♦♦/// }µ a 3 1♦ �.,.• +y FLORIDA BUILDING CODE (High Velocity iiurrficane Zone r:1Da+s FOR 24srAt.u11t24s trRO 1foOD ♦ /% TO GLASS CONDITION _ saora last° arc 20 GAGE GALVANIZED STEEL STORY PANEL. rAL NwNLaA1 SPACINGS NO LeNtIM CAL MINIM BIMDN0. • rs ANtlpe �p�1w � a a �♦`♦b�P� �` '//• oxNa tILT£al fc FIORIDA BUILDING COOP NR h Velocity Hurrfcone Zone OHS} rMl3 RA+PO we ,watUM ANCHOR"i scvr�Nrs AND f T ItA4 Z ratAaN W. 6DGE DGTANCE An IIDIOOSD Oil 716 •rrfiatlrt Owru'rr G♦) J EC •• 20 GAGE GALVANIZED STEEL STORY PAlE1. txNrr p, EDGE OLM FOR AIM LESS TO 131 Dea elozarlMra S .9F'•:��j 20 GALE GALVANIZED 5TEEl STORY PANEL SCHEDULE MR ED. LEa Trr1N INOIrruED ION Nrr.Aral ara..4r Rock l►J J _ SLYIDtAE FOR EJl LESS TIMN NDICATED ON tntM.I ,IDar.M IMak O'.) 3 S ,/2 NO z oa,.N is Z 44 7 No. 44167 a3/1W. 2/t5 sc2EODIF REDUCE ANCHOR $PACNG 9Y _ x 2 3/<' UNBOLTED yE /. PROTECTION PRODUCTS. LLC. DA,c tRATIPLrOe SPACIIO shoal ON 3nEnuLt AeasPL 0TSY THE K 4 NwLaOiGLOBAL t *: _ PROTECTION PRODUCTS, ITC. DIM. tRE11PLYNG &PACING SHOWN ON WA DULE memo '•'q' , '�' IL E C -0,,- . 9acawa_5ta �� N/11/ta RILLOIIeNC FACTORS. / UY THE faun G FAcrafa. FOR /N5 �--/ ,ay - VL1/aRL. PRVIGVINN t"RVaAWTS, LLV. to YR1T 1rs7arrf t aA•lmtMe COMIwr OPETUitON m E P06S1g1E REDUCED _ It. E O INC. Lace Sr. St maEr 1 1/2 } A = 1L E C O INC. 49M) SW. at SnM car 4u a i i » raew rrrrs n ANw Nat: (aS4kaFTa+6, FAX (1F.geaa-�7/t 15-021 SPAQNG 081AI1ED UettD FACTOR SHALL NOt 2 , Y O M4)afp-try 15-021 2 r ,y 'Ptr.. ! VP - a Taut ♦ afawa mm" eoWMAAr 7 1 5-021 A Q R 0 .• ,IOW o•I rla Hs BE LEss TµW MNe11M SPACING rwlTitrED Rwr nsT1w I aARsuMfr eo.rA/n we R aal,4 BE LESS m BE P" SP " SIDI _ /an ru .'� �p�an � PHONE: (154)aao-7s4s. FAt: 7 � (£ ,� YIMII SPAGIIG NJIGt1TD ' O � � ;' )� 2 -_ Drp1E. aSDt• J !D-oaIF7H RIi EACH ANCIgR TYPE ON na& $d#DrAF j' �• •• • tSCG0a719 FOR EACH NJdtlR TYPE ON THE 9d1EDU.E - _ a' , ()-oppAU/ "•'r r"rrr' -r �♦ . AL JAIL AK/Q A 11t1R t., PE 4W r•<u ! - WQT 1{ K f• - Ife 1DP A RL17 i. P.E Oat rke r -�'r• laeif t7R 1s ; 1 -- - x+r afKRA RN X Paiz•4 n Jllw MlaiT. JId1-734a. flat (9ShaM-a7a - !QT lawn LL 1 AO t-0D � .'° � � . Ir : I.14 art-lr DM'a0 Ma: /j . \N aff0 _ _ 3 , yI I t♦ Lk 4s,a7 _ _ _ _ y Nffr _ SHEET NO. SH 1.2 MAXIMUM A.S.D. Isms. PANEL DES" PRESSURE L (n•) RATING (p.a_f.) (SEE SECT( +55.0. -72.0 8'-8GLOBAL - ANCHOR SCHEDULE REDLICE ANCHOR &PAOCING by ll 1 4'r TAPOON O 6" O.C. W/1 1/2- WIN. TH FWMED - ppNETRJiT1ON AT WOOD Max. 2' 1 i 1 1 1 I 1 I f EXD 1' Max GLA i PANEL LENGTH (SEE NOTE I BELOW) a SEWMIAimTO BLASS i N rm 50FDtAE i 1/410-21 ON SHEET Hql S.S. U.S. 7/8-0 WING Iz p jQ t9*jDE7R AIRED 1/4'0 TAPCON O 6- O.0 W/�1 1/2 TIN. TKNEAOHD PEflTTtAT10N AT WOOD HEADER Mtn. S F i ro ol,. {9fT YOPik'bIAE I , am Bar 16H i 1 PANEL LENGTH (SEE NOTE I BELLOW) L COAT. COI. 8'0 x 3/32' WING NUT -I x 3/32' WING WASHER O 12 1/2' O.C. NUT WASHER (BEYOND) 1 4'r TAPCON O 8' O.C. 1 4-r TAPCON O W/ STUD) STAYNERED W/ mucl) WJ1 1/2- MIN. THREADED W/I 1/2• MN. THREADED - PIDETRATMON AT VWZM PENETRATION AT MIOWIDTR OF PLATE OF PLATE 'x4' WOOD PLATE _ - 4, WOW PURE RECUINED ALTERNATIVE BAW ALTERNATVE ow O REGULAR PANEL O UFE SAFETY PANEL SCALE 3/$'-1• SCALE 3/e'•-1" mm- 1. NSTALLATKING ARE ONLY VALID FOR L "NIGS WITH AS.D. DESIGN LOADS UP TO +55.5. -72A PSF AND PAIIWS LENGTH UP TO 6'-8-. 2. FOR NEW WADI FRAME CONSTRUCTION: WOO) MEMBERS TO ESE SOUTHERN PIE NO, 2, W/ SPECIFX DENSITY OF 0.55 OR EQUAL t.38G• III L._2'C ED TOP. EDGE -twAlLA GA AAsm A STEEL I61M Apits Go" SOYNMLM 48 8' D-6o GALY. ------------- 25p - © $'TORN PANEL ISOMETRIC VIEW DETAIL A ROUNDED OORWR O RIDS OF PANEL'S ETO LP W/ HIEI/AED EDGE. LILTS) r.125- L H•-3- MMwl.--1 Q 3"x3"(Mg&) A UIII, AMU SIC DETAL a J .125• "Jf= . TF1- 2.1XI0' L-2.000--j O TRAM .o55- (TOP.) -750•-- STOP BAR II' LONG 6063-T5 Akum ALLOY M11101tA1 ASD.aAiB 0 � m OOtp1M011 SEt.ABLE TO ,41/A. -76 3 70' OR Ulm 2 9/16• SOL11D • 1'. a s W 2baw +*LO. -7" W OR LESS 2 Wr 4• & 4' W • BOLTFA W/ 1 4Y-20N3/N , S It WIMCHUT AT OW6AP . 400E W FNQ LENTIM InlRJbiR WOW HEADER UIRED 1/4.0 TAPCON 0 0- O.C. 1 4"o TAPC% O 8- D.C. W 1 1f2' LAN. READED THREADED f1pQiETRATI.ONIA mwA700 7f AT WOOD _ t flew" __ EADM 1/2- 1/4' / y nE• 4 I I 1 t ' � 3 1 I I I 7 I I 1 L i I I I 1N1. 9EPMIIOIM 1 i 1 EAST, ToaA86 1 t 'L" MPx. GLASS -� (SEE SCHEDULE j ' PANEL LENGTH cN 9lE' ► 1h 1 'v Ma%. (SEE NOTE 1 BELOW) i PANEL LENGTH MIL SEPAWT/ON i i (SEE NOTE t BELOW) TO CLASS i - CSff 9a710%Ad ON SHEET 16) t i 1/4'0--20x1- 7 I S.S. as W i 7/8'I x 3f32- j 1 j IVIED NLIT I 1/4'0 TAPCON 1 6 Y" I 6' O.C.TH= 1 ; TAN. READED1 I PENETRATION AT - i 6IDwIDTH OF PLATE i 1 1 8. IJ 1/4Y-2Wj4-S.S. M.S. W/ awu ltf4'r-20x3M/4'S.S M.& W/ .7/5_rx31J2 WING NUT L/32 WHO Nurr ' 7/B"+ 3 WASHER b /2 1/2- O.C. WASTER (BEYOND) 1/4"* TAPCON O 6' O.C. 1 1//2" MN. THICA ED PNETlFAT10N AT MOWOTH OF PLATE 4' W000 PLATE x4' WOOD PLATE ED Wig MOUNTING RiSTAL1ATiON 7AW O REGULAR PAi3EL ALTM 78W SCALE 3/e•-1 • e 1 IFE SAErrY PANEL SCALE 3/8'-1" FLORIDA BUILDING CODE (High Velocity HUTrlean* Zone) O REVERSED "h" TRACK .250 .B 3' N Q' 3.750' (Typo) ®EANEUMMM 1 1 4 WIDE 6061-TO Hum. ALLOY O3 REVERSED "U" TRACK 123' 2.000' 125• Mat i © 9"x51Mmc-) ALUM. ANGLE BUILDING CODE (Nlyh VlWoe*y HuMcano Lew7 -- . 41 • h•;.. :Mal • . tl: al •, ax A.S.0�1 MT" Y. wxuw Awam" OMOMN9 Pal L m APPLICAKE amlom III a OF THIN N TAPC0NI6 fA.K-NTH PAN.l1aE FIIMLE D NWELMIDE PLUS W aD11aR1E 70 CONCRETE •d'X /0 conow E TO CDNCRM ELM 7TOMIfJR7E (ROCK A nOMlan[ DONCIFLIM BLOCK 12' N/A 12" NfA 12' N/A ,Y N/A V Be 2' (TOP) �, ea OR L tY 3• 12' s• $• NV 8' lr 1' BOTTOM) 1 N/A N/A N/A N/A WA WA 12 1/2- 11' 2' (BOTTOM) _ 0' -�3 7' N/A 6 1/2' N/A 4 1/2" N/A 4 1/2• N/A 3' (TOP) 12' N/A 12- N/A 9 1/2- N/A 9 1/2" N/A 'S (BOTTOM) t2' N/A 12• N/A 12' N/A 12' N/A 4' (TOP) 12• 8- 12' 9 1/2" 12' 11' 12' 11' 4' (IBOTIOfI) # LIMITED 70 a" P..r. A.= OE9 w PRE99 m RONQ aWE SW 29 FOR ANDROAS TYPE a SPAMIG FOR N60IlAlaB Ntg WOOD CRIME E @U1Law MINIMUM ANCHOR SRCNce AID MIMAI ON 06IANCIL AIR 14000 9 ON THIS SO®aE FOR Ea LESS THAN SM"IE0 ON SaEnulE RmM AMC" SPACM 9Y IAL7ftym BMW S110111'I a4 SCHEDULE M NNE MAIDIM FACiQIR• FOR THIS aKIA'RON 10 a PaBiANEi T111110 aPAe9i DOTING 1" 0 FACTOR SMALL "m BE LESS THAN 1AIMM 9PNACMO IOIaQED iaR EACH ANCHOR TYPE AT ANCHORS 'EGO& 1/4-4 Iles 1/4'. T/4'. ANCHOR TYPE TAPOOM GIIC-N 1� 41Hy,Dq Spp 3 a a S 1/2 MIINNNAR Ati.NMM Do 3 3 7 a W"�1 o.ena. nett (MJ 3 a 1/9 a 1/s 4 ACRTL EA am I FACTOR I - - - 2 11r - - d0 a- 1.0 - JAI D 3 lIr - too + maw" Mec a y*= BETWEm BOnOM or FINAL 1 AmDm T 1 ++ MDOIIIRE-'4 Met. ourm E El wm BDITl7M OF K%9& I 1 AND ® TO BE 3/18" 3//K Yet FLORMA &MPWG CODE (MW VabaNy Nunlea"* 2 SE /14-10 PAM 061/4.0. MN- 'MREAUF AT MMDYIIDTH WL „Wl1to,NG INSTALLATION ALTERNATIVE 8AW g REGULAR PANEL SCALE 3/8'-1' Am- 1. 06TALLATO G ARE ONLY VALID FOR BULD040 WITH A.S.D. I LOADS UP TO +55.5. -72D PSF AND PAR.'S LENGTH UP TO 8'-8'. 2. FOR IEWI WOOD FR" CONSTRI CUM: WOOD MEMBERS TO BE SOUTHERN PO4E NO. 2. W/ SPECIFIC DENSITY OF M55 OR EQUAL S/24 !3 LATE NOTE 2 WLm0) V/24 4'/24 A W/ to w/D /14x1` srS FOR WOOD L- FOR O "'c Em A"00-'& SEE a E , I .r- � SHEET O N SHEET *LOW) (SEE NOTE 2 BELOW) 7' T3. SEE NOTE 4 GCUZI `1_' IS+. NcnM .I 3'J CHAR. FOR (ONCAEM ANOHOIR SEE •, 01OXA.- ON SHEET 25; FOR W000 SCRVW 1" Min. t- mm. SEE SEcnoms ON SHEET 2S NOTE 3 (NM Ow/ n?ICAL ELEVATION FOR S Ace• � PANEL 10 TO SE I VALLED AT EACH OPEHwIG 4HKL ALriIYS BE PRONL7ED W/ RI:W wY+OLE To FACKrr,UL INSTALLA f -Z HANG STORM IF N7ENDED TD BE WALLED FROM PANEL SYSTEM NSNc OF STR,cn,RE 1/4' Mm. GAP 7 7`7 7 707K7 \-/-'it ar- SECTION A -A SCALE 3/3Y - I' NOTES- (1).EFI DNITION OF SERIES 2000- E - Z HMO'., STORM PANEL SYSTEM CONSISTING OF PANEL + Cont TRACKS TOP BE BOTTOM. (2). PANELS SMALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A S-OP BAR 60SHAL1 8E PROVIDED AT TOP OF SUCH PANELS. (3). F END PANELS ARE CONNECTED TO BOTTOM TRICK. CONNECTION SHALL CONSIST OF 1/4-*-20x3/4' M.S.. W/ 7/8-Nx3/32' WING NUT OR 1/4'rx3/4• Min. THUMBSCREW INTO TAPPED BOTTOM 7)lA9KMI LOCATOF FASTENERS MAY BE AT EITHER OF TWO EXTERCH FLAT FLANGES OF END PANEL (4). IN CASE THAT RID PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR IS ONLY USED AT TOPj AT LEAST TWO PANELS STALL BE CONNECTED TO BOTTOM TRACK USING SPECS NOCATFb ON NOTE (3) ABOI£ IN SUCH CAST- CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCLNt AT ANY PANEL LOCATION. (5). SEE SECTION 1. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON StHEEI 25.. 1/2. .. / i 2 FADER D i W. SEPARATION 1 i To OLASS (SCE .ScHsOU E 1 DUSTIW ON SHEET 16) GLASS i 1/4"0-2O 1' , 7/8'0 x 3/32' YANG NUT TAPCON 0 6' C.C. /2- MN. THRiEAML) LAWN AT WOOD j i• Max. PANEL. LENGTH (SEE NOTE I BELOW) 7 I 6' i i 1 i I 1 Lt 2'x4• WOOD PLATE l ' I L'Io'11 x 3/32' WINO NUi REQUIRED fj! WASHER O ( MHO) /14-10 PANELMATE PLUS O 6 7/4. O.C. W/l T B WIN. TTiREA�C PENETRATION AT 1�NOTH O PLATE WALL MOUNTING INSTALLa7LT10N_ ALTERNATIVE SEW ( UFE SAFETY PANEL SCALE 3/8'-t' FLORIDA BUILDING CODE (I Ugh Vol AT fTN1 OR 12 IA 1/2' NTEFODR is' • LAST AnTAN TO BE r OPENING S1iY1 ALWAYS 0REAR FIANaE TO FAOUTAI TYPICAL ELEVATION FOR SERIES i000 IF INTENDED TOK INSTAL F-Z HANG STORM PANEL CDSYSTEM INpnE or STIIUCD,RE SCAN a/a2- • 1- -{ r//4' Mox- GAP 1/4' MOx. GAP op T 2 Z2;-TE'mw SECTION B-aAnE3siol,ON AO1'FS SINE 3/3Y - I' (1). DEFINITION OF SEINM 1000: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL + TRACKS AT TOP a PANELMATE PLUS OR 15' LONG 2 AT BOTTOM W/ PANEI.IMTES. (2). ENO PANELS SHALL ALWAYS SE CONNECTED TO Exl$TWC SILL wALI. BY MEANS OF PANELMATES OR, E USED J�MLY W/ 15- LONG 2 TRACK AT BOTTOM. END PAN415 SHALL BE CONNECTED TO (2) W'/ 1 /4" _2Dx3/4 .S. W/ 7/l�ix3//32 WING NUT OR 1[//,�4'1-20x3 Min. 1rM85CR£W INTO TAPPED 2 (fSCCEPT AS DESCRIBED ON NOTE (3) BELOW).TRA END PANELS ARE USE JOINTLY W1 15- LONG(2 (3). FOR CASESLIT HEN AT END PANELS ARE HOT CONNECTED TO TRACK 2 . JL STOP BAR r-om" BE PROVIDED AT TOP OF SUCH PANELS. (4). FOR INSTALLATIONS WHEN END PAELS AND SOME INTERIOR PANELS ARE DRECTLY MOUNTED TO EXISTING S&L WALL MEANS OF PANELMATES, ONE INTERIOR PANEL MAY SE USED JOINTLY W/ TRAC: (2) ATT BOTTOM ATTACHING BOTTOM TRACK TO WALL W/ TWO PANE- IMATES FOLLOWINGADIACENT PANELS CA A,C:M SHOWN ON ELEVATION AND W 3 1 Y NOT NEED TOTEIZ (2)INTERIOR NOR PANEL) IMEINSTKID . LEFT & RIGHT SIDE OF RETAINED BY 2 .THE � off.......:..._ ��.. FLORIDA B(NL " CODE (Xloh Y INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL C1� INTO EXISTING WOOD STRUCTURES 1/4'W LAG SCREWS a C O.C. W/ 1/4Tr tAO SOREWS O 8' O.C. Wf I 1/Y W. T/MI}Dm PHETRAiION 1 1/2- V- TAIMADE'D POETWZM 10 EXrsT.IG w0p0 li€71pF3L. (3) W. YN4- WOOD HEIM REQUIRED RAT on ON EDGE ro 0251N0 WOW HFALm u.•Elo a 9 •O Cent. #14e1• LILS. •EA DO OF DETAIL 1/24 a - R ' , 5 p 1" 1 4_ti-201Z 4- TNLASS um M.S. w M�Hbi3/72• Of ETIERY } (TA.) 14'0 LAG SCWWW * S' D.C. W/ 1 I/z' Mh. ILNE%GFD PE*ET1tAT10N m EKTSOM WOOD NEADET, I 1 5 _ s �L 3/10' MOM07H EVERY W�11-111 RIWI , •Ek � OF E OCTAL 1/24 a I 2 9SEP/�N. i 1//4'e-Th3/4' 2 IWPYIW/18'TION I Ij4•��,_[,4• TO Q4cc ' IINkMS tsM T O TO a� MS 9/7 Ix3/32' WING IUf • Ly EYET1' O+E16JP v ENCRf 0FJIAP S / 1 7sfi 1 t r 3 Q r le W 1 2 1 4 *e" L' 1 j4'1 PAFilYUE @&IW/ ID 71 t11 (5Ri NOR Li OBG.T Po,ETRAT10N9,z 1/z^ ac. 11//4V/'0 LLAG. 9YAfl15 " a' ,, , THREADED w! i2) 4-ta PLATE AT 2006wTKN OR iFLAT OR AON E RED SSE 7 � itym Pv+eTWAta+ s 72/ a W'AAL$_LT, AMLLOAUTNjTTIING RAT WALL MMKMG tlt 11N EDGE SC4.E 1/4'-1' AL'W SCALE t/4--1' NLDILi 1. /GLWATIONS, ARE ONLY MAMA FOR BUILDINGS WITH AS.0 DEMON LOADS UP TO -"A -783 roR AND P is LENGTH UP TO 51-10`. 8 Z FOR NEW PINE ft. 2�W/ SFECW7C RIE WTY OFOSS OR EQUAL FIVIME ONNSTRUCTION, WOW MEMBERS 1D SOUTHERNs 'SEE AND NEO,IIiEMHO115 FOR Ug OF STOP eYt AT 70P AS TYE21 .� PNYIL O0N*ECT,ON 70 TRAEKS pI OR (9 AT EASED ON WOW mm" 1000 OR 20M INSTALLATION TYPE ON S9ET 2T ALTERILATIVE TOP HEAM WOOD #RAPE 70P A. BOTTOM IGIMMS CAN BCODWMM IN ANY WAY TO SUIT ANY 015ZALLAWK, SCALE; 1/4' - 1' NOTE : SHUTTER TRAGIC NOT SMIDWN FOR CLAIM PFYELAWNE ChP-) AT EI LIE )TION 1/4'W ILIAC SDPEYNS O NF 0.C. W/ 1 'SCREW THIWACEO PE)ETPAT7a1 ro ETos PO SOW IFiOF7N. 1/4.0-200 4- M.S. Coot Y/ 7/8'x3�12' INIq �f 1 NLJY i 1I 0.C. 1 Can. F14x1' S.M.S. III EA. DID or CL) Ji. E�YII (SU DETAIL 1/24 Ne 1 z' O.C. 1 1 1 2 7/e' Mn 1 t/t'►-20e13 a R 4Y-2Dd 4 2 r/SEP/ly To I 1 x ro 1XASA i L1ERr O-UTIAP EVERY 01ETIAP 1 �yy1 r 1 1 P, Q� gL 3 Ceat , o (6 ' Max•)� { cbnt ,• L L��ir 70R )Yr3/y- "ITC t 4' (aaxS/4• 1/!e4''.-]�t3f4' S. K/ �t. NONE ,A BFIGWj OR 1 4 A-• 4•,gIF IA BEd) 6 1 4•.-2NM1.1/4• M.S. W/ 7/6'.x3/32' NUI a Ir O.C. j4'. LAG SCPLWS O C O.C. w// /4-0 LAG SCREWS • V O.C. W/ ilil. t I/2' u4. tHMADfD FPEHETWI(OH I/2"Nk, IT OF PLATE POIEr WTM Wx, 2-xs' WOOD FLAT ON ARID PLATE REQUIRED FLAT BUILD -OUT MOUNTING INSTAL I tTKIN FLOOR TO COUNG MOUNTING ALTERNATIVE 4 'W SCALE E 4'-1' AI TIrRNAT1YE 3"w SCALE 1/4'-1- L dAAB hF�j _.�a1Q�' . • • • • •:. N�vr._ FL4RIDA BUIIDtiM CODE (High VllocilW HURTCaO r_N:vrlau ►I=, VAIN E-Z HANG STORIM RVIEL 4-.Y_.C_1_'CM 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMN.E U & PANEIAVATE PLUS INTO CONCRETE 1. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN BLOCK SKULL BE 1 1/4'. ACCORDWa WITH THE 2014 EDITION OF THE FLOIRIOA BUILDING COO DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ADM MENTIONED CODE, 6.2) MINIMUM EVBEDMETIT OF 1/4-0 X 7/8- CALK-N ANCHORS SHALL BE IS 7/8- INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERWTTED. FOR A WINO SPEED AS REQUIRED W THE YAERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Kd-0.85. USING ASCE 7-10 FOR NSTAUATXINS UNDER 2014 FBC AND SHALL 1/4- 0-20 SS SIDEWALK BOLTS USED SHALT. BE TANG ENOIK;N(SHIOULD ANY FINISH MATERIAL EXIST) TO NOT EXCEED THE W1X#A M (ALS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. - ENGAGE 3/4- INTO ANCHORS. N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WAND LOADS DETERMINED PER ASCE 7-10 SHALE BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MUL71PLYM THEM BY 0.6 INORDER TO 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE DUSTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE 8EHN0 5lCN PANELS. ANCHORAGE TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. . SHALL BE AS MENTIONED N 8.1) AND IN 8.2). N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON IM P,M AS TESTED WERE NOT OVER STRESSED. A 331E INCREASE N ALLOWABLE STRESS FOR WAND LOADS WAS 1S1 USED IN TNDR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN ORS ALL OF THE RECOMMENDATIONS AND .SFECffICAi10N5 OF THE ANCHOR'S (C) AIC}10RS 34ALR- BE IN DETERMIED IN ACCOROMKE WITH N.D.S. 2012. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF 1 L IT SHALL BE THE RESPOh' ILIFY OF THE CONTRACTOR TO VERIY THE SOUNDNESS OF' THE STRUCTURE INHERE S14UTI'ER THE ABOVE MENTIONED COOS AS PER TTSTNG LABORATORY. NC. REPORT j 2032. AS PROTOCOLS TAS-201. MENTIONED IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK TAS-202 AND OR WOOD FRAME BUILDINGS. Z THIS SYSTEM HAS BEEN DESIGNED TO BE WSTALIED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LIFT. THUS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE INSTALA'noN CONTRACTOR IS TO SEALAAILK ALL Sl4U1TTER COMPONENT EDGES TWIN REMAIN IN CONTINUOUS FROM THE W9DE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WID/RAIN O"ITRUSON. CWL.1( AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 3. SERIES 1000 INSTALLATION IS APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATIONS RECURRED T0. OF 13. STORM PANEL. INSTALLATION SHALL COMPLY WITH SPECS NdG17D INTHIS DRAWING PLUS ANY BUI.DRNC AND ZONING PERFORMED FROM THE INSIDE OF STRUCTURE. REGULATIONS PROVIDED BY THE JURISDICTION WHERE PET61IT IS APPLIED TO. 4. SERIES 20INSTALLATION IS APPLICABLE TO SINGLE DOUBLE HUNG AND HORROWAL SLIDER2000AD STYLE WINDOWS WHEN 14. AlTRI1M WINDOWS AHD DOORS. INC. E - 2 HANG STORM PANEL SYSTEM"IS PA1RM fR3glD.. INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE S. ALL ALUMINUM EX'TRUSKX'RS TO BE 5063-18 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT (P.LOJ PREPARED BY THIS ENGINEER 6 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e- WHERE THE SITE CONOI1plS DEWLTE FROM THE REM 6. ALL ALUMINUM SHEET METAL. USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. (tr) CONTRACTOR TO BE R` Oh5181E FOR THE SELECTION,Pl1RCHASE AIO INSTALLATIONINCLUDING LIFESAFETY OF 7. ALL STEEL SHEET METAL PANELS %0" HAVE STRUCTURAL QUALITY 'STEEL- ASTM A•-6W GRADE 50 Min.. GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE (CONDITIONS DETALED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. DESIGNATION W/Fy- 56.5 lad (AFTER ROLLED). 8- ALL SCREWS TO LE STAINLESS STEEL 304 OR 316 AIS SERIES OR CORtOSIDN RESISTANT COATED CARBON STEEL AS PER DEN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVA.O W MODIRM. 50018 W/ 50 W,i YIELD SM04GTH AND 90 bI TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411-3.3.4. (d) SITE SPEaM PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHnCT WHICH WILL 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR NSI 304 SERIES STAINLESS STEEL. WITH 36 kN MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (LO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. 04UNEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P-E.D. ENGINEER. SHALL 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVEW. (A) 70 DUSTING POURED L`lIHECllF7F• (a) THIS PED. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - 1/4'0 TAPOONANNCHOM AS MUNUIFACTIJRED BY I.T.W. SLALOM INC. (MN. H'c-3192 P•S•I•) RECORD THAT PREPARED IT. - 1/4- r X 7/8- CALK -IN ANCHORS) AS MANUFACTURED BY POWERS FASTENERS IO. (MN. Ya-3000 p.6.L) m STORM PANEL MANUFACTJRER'S LABEL SHALL SE LOCATED ON A REAMY VISIBLE LOCATION AT STORM PANEL. W - J14-10 PAIMUMATE FEMALE O & PAEIMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ACCORDANCE "THH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. (1'0-3350 P.Ri.) - LABELING TO COMPLY WITH SECT" 1710.8.2 OF THE FLORIDA BUILDING CODE. A.i) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" AND 2- FOR PANELMATE FEMALE 1D & PAWLMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4-0 X 7/8- CHIC-N ANCHORS SHAH BE IS 7/8- INTO CONCRETE_ NO EMIFIOMENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED. 1/4- 0-20 SS SIDEWALK BOL75 USED SHALL BE LONG ENOL/CH(SHI ULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO ANCHORS. A.3) IN CASP THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SKAL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SU04 PANELS. ANCHORAGE %%ALL BE AS MENTNED N At) AND N A2). (8) TO EXISRNG CONCRIZIE el.Doc WALL• -T' ,. : -7 FLORIDA &U7EAM CODE (N V41ocity NurHcooe Ion* - 1/4- r TAPOON ANCHORS AS MANUFACTURED BY I.T.W. BURDM INC. - 1/4" r x 7/8• CHI(- 4 ANCHORS, AS MANUFACTURED BY POWERS FASTENERS INC. (4-m-1500 P.2J.) -Z � v Al'�` '•1.p z o"13 Itma IR6 E-Z HANG STORM PAHEL SYSTTEM tr (706NNE IMAM® TRII 8mI1W FILL u.eW sY: - /14-10 PANELMATE PEIaI.E D AND PANFIJAATE PLUS AKi4ORSJ As MANUFIGTtIiED ETr ELC:O coNNsrRVcnoN 7(; t IW, QQY�.{ eu/,y'2 PRODUCTS (1'm-2071 p.s.i.) ATRIUM 1WNDM AiID DOORS. MIC ua ISLE SCHEDULE RULE ON OW25) 1 INSTALLATION_ MAU FOR SERIES 2000 AND 000 E-Z HANG STORM PANE INTO POURED CONCRETE OR CONCRETE BLOCK CONCRITESCH AI[1K IA7(SHE SeHfL7I'A' [ ant taxi 4 `•"tm" am Sww ') a 24EET 261 �I OR 2w 25)M,4ISPj POUNCED cvNplN rx 00 OF T EA to = t OElrI2) d a 5 y ¢( Ll7AA 1 • 75 ; Dow ET 25) WALL MOUNT18G INST. SECTION 1' SCALE '3/B-L' PI DETAIL 1 SCALE- 1/2" - 1' I 1 I 1 1 I H SEE SOEDIME j 1 ON SH M 23 I iffy N Y4' SCREW 4• 1 10 CLASS. I WLIN6 OAERW SI I L I 1 1 I 1 I 1 1 1 i I I I I 1 N 1 ape,a fKL7[ 1 x i Nsl® I p L7H� 1 WAIL AND DIRECT MOUNTING 11M. SECTION 2' SCALE 3/6-1- 8 SEE 6FeaRUT,MFK TEGAREl.7114 FUR AS PA a Rw4 • [ a, ® 3 AT 6TRIroM d o uDD0" 3L"S Tl1 (� AIDE FOR a011RI1M10011 rs �`H.rle. TOP At so"m MOUKTN05 CAN Be COMBINED N ANY W,O• TO SUP ANY NSTAMADON. >waE DWA NCE (NM aL.Tllx% ON slur 2D NERD Ma m NUT e L53 {ryP) AA_ Pop, 1"1n� Ca•A 4bA 1 4i- 4• Ms. �TwFi ff4.,• 6J1.0.1 EA NO OF I 1 I I I 5 t ) I 1 I � I I Tom MIT a �a t EW7fr O,lEN I T I 1 i I/4'4-2dtg%4' MS COIIawT[ L 1/4'�- +• W/ 7 LINT f �2 t• Can. W"N;DT� IANT 8a ,H11, ,/,,4�y,I1.gs�r�yt/4• Wm NUT w p� ii w -r 0oaailL MI,aaFa� OR M ja2• 1� eF1Dh WaE aF � 2F)25) 6 01 aG F TOR TO COUNG MOUNTING INSL BUILD• -OUT kMNjlNG RUST. SECTION 3' SECTION 4' SCALE 3/8-1• SCALE 3/8-1- N O CD co N }. L Q N Q O cu f3 cVcu Q 00 0- O U- O cV O .� -0 E CD cD Q cn cn Oar W cu > O CL Q U O W = Q z z Q J (l SHEET NO. SH 1.3 GENERAL NOTES ANn 11m ■ao NR Sam t 7 Hm e*1d ammik (C) TO 02STING WOOD (MOAN essl+er Opurv_ r O.g5 WL1� 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PSA) HAS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE - 1/4"0 TAPOON ANCHORS, AS YANtJ:'ACTt1RED BY I.T.W. BULDEX. INC. WITH THE 2Dt4 Oth EDITION) OF THE FLORIDA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - /14-10 FAMUMATE FEMALE ID AND PANEiMATE PLUS ANCHORS. AS MAIAIF•`ACTURED By am CONSTRUCTION PRODUCTS. VELOCfTY HURRICANE ZONES (MAMI-OADE / BROWARD COUNTIES). - 1/4`0 IAO SCREWS PER N.D.S. DESIGN YAW LOADS SHALL BE DETERMINED AS PER SECTION 1809 OF THE ABOVE MENTIONED CODE. FOR A BASIC WItB} - 7/fib". z 5/8' WOOD BIISFIIN:. AS DISTRIBUTED BY ALL POINT SCREW, BOOT JL SPEGALTY CO. SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL RILL BE INSTALLED, AND FOR A DIRECCIONALITY FACTOR KD-O85. USING ASCE 7-10 AND SHALL NO EXCEED THE MAXIMUM (A5D.) DESIGN PRESSURE RATINGS INDICATED ON SNEERS c.t} MINIMUM THRFiADEO PENETRATION INTO MOOD OF TAPC(N ANCHORS SHELL BE 1 1/2' AND 2' FOR ELW PANESAUTE PLUS 3. 9 THRU 12 do 17. 1& AND PANDMLALE FEMALE ID. N ORDER TO VEPMY THE ABOVE CONORpIL ULTIMATE DESIGN WIND LOWS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN PRE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) C.2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'. NO THIWADED DESIGN PRESSURE RATINGS IDOWED ON SHEETS 3. 9 THRU 12 $1 17. 1& PENETRATION INTO STUCCO SHALL 13E OONSIOERED AS PART OF THE REQUIRED TN1WDED PEREMTKIK IN ORDER TO VERIFY THAT ANCHORS ON THIS P.EA AS TESTED WERE NOT DER STRi'SSEO, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Rn USED N THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MMBNUM EDGE DISTANCE OF LAG SCYREWS. INTO WDoO SHALL 8E AS INDICATED IN THIS ORAMNG ACCOR DWINCE WITH N.D.S. 2012. STORM PAEL'S ADEQLLAL.Y FOR IMPACT AND WIND RESISTANCE HAS BEENVE72I1ED N ACCORDANCE WITHSECTION1$(M9.1.2 OF C.4) MINIMUM PENETRATION OF WOOD 9USHINC SHALL BE 5/8'. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERIiAN TEST LAB OF SOUTH FLORIDAREPORTS #01314.01-01 AND r0219.0$-09, AS SHOULD STliCCO EXIST, AND i- MINIMUM FOR WALLS WITH NO STUCCO. PER SSTD 12-99 k ASM E 330-02 STANDARDS. AND A ERICAN TESTING LAB SOUTH FLORIDA{ REPORT #1123.01-10 AS PER C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS BE FOUND ON THE EXISTING TAS-201 AND TAS-2Q3 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED N W/ SECTION IDOL OF MINE TAS-2A WALL_ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUJCN PANELS, BUILDINGDTA CODE. FLORIDANCHORAGE SHALL 13E AS MENTIONED IN CA), C.2) h C.4) 2. ALL ALUMINUM EXIRUlS10NS TO BE 8063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (D) ANCHORS SHALL BE NSTAlID FCXL2.OWY1G ALL OF THE RECOW6E)DA710NS AND SPFfFX•ATIONS OF THE ANCHOR'S MAIHffAC71JRER. 3. ALL AJ_11M1IlUM SHEET METAL USED AT CLOSURES SHALL HAVE 31 OS-H14 ALLOY. B. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION T THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-653 GRADE 80 MINIMUM. G-50 GALVANIZED THROUGH 5) EXCEPT THAT HFJL'IERS('� 4� SHALL NOT USED. STEEL DESIGNATION W/FY- 92.2 ksi (AFTER ROLLED). 9, IT SHALL BE THE RESPONUNUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SITUCTIARE WHERE SHUTTER LS TO BE ATTAC E0 TO 1NSl1RE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATGCHED TO CONCRETE BLOC( OR WOOD FRAME 5. ALL SCREWS TO BE STAINLESS SLEET. 304 OR 316 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN BUILDI BUILDINGS. 50018 W/ 50 W YIELD STRENGTH AND 90 kv TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3-3.4. 10. EACH REGULAR STORM PANEL w" LENGTHS OVER 90'. AS PER SECTIONS 1. 2. 4. 5. 6 AND ALTERNATIVES IV.. 3W h 4W ON SHEETS 4, S. 8 a: 7 RESPECTIVELY; SNAIL HAVE A LEGIBLE AND READILY VISIBLEAMARIQNG INSTRUCTING OWNER OR TENANT TO B. BOLTS 70 8E ASM A-307 GALVANIZED SfEII., OR ANSI 304 SEIZES STAINLESS STEEL. WITH 36 ksi MIN YIELD STRENGTH. SECURE PANELS WITH APPLICABLE RENFORCEMEW DURING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: I1, THE wsrALLArm CONTRACTOR is TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH ROAAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT M6N0/RAN INTRUSION. (A) TO ETOSfI4G POt6Nm CONCRETE,- - 1/4.0 TAPOON ANCHORS AS MANUFACTURED BY I.T.W. NJI DEY, INC. (Mira Pc-3192 "J.) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAPING PLUS ANY BUILDING AND ZONING REWLAIIONS - 1/4' 0 x 71W CALK -IN ANCHORS. AS MANUFACTURED BY POWERS FASTENERS INC. PRONDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M. - 1/4'0 x 3/4. 90LD-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT k SPECALTY CO. 13. (a) THIS PROOLICT EVALUATION DOCUMENT (PLEA) PREPAREDBY THIS ENGINEER IS GENERIC AND DOES HOT PROVIDE INFORMATION (Min. t cr3000 p-TIA.) FOR A SITE SPECIFIC PRODUCT; Lc1YFERF THE SITE CONDITIONS DEVOTE FROM THE PEJ). - f14-10 PAEIMATE FEIGN£ D h PAF6IMATE PLUS ANCHORS, AS WWUFACTURED BY ET.CO CONSTRI1CfT001 PRODUCTS. - 1/4'0 ZAMAC KUIM AfOOn, AS M4IJFAC LURED BY POWERS FASTENERS. INC. (0) CONTRACTOR TO 13E ROPONS03LE FOR THE SELECTION. PURCHASE AND INSTALLATION NCLUOING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.D. PROVIDED NE/SE DOES NOT DEW FROM THE CONDITIONS OtTALED ON THIS OOLtJMEHT. F A7) MlNiiIJM FUCBTVT OOAPCANCHORS INTO POURED CONCRETE SHALL BE / 3/4'; 2' FOR ELCO PANELMA7`E AID DN TA F C coNTRA.roWs RESPON CONSTRUCTION SAFETY AT SITE S THE NSIB ITY. 1 3/4- FOR ZAMAC ANCHORS. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE D INVALID IF MODIFIED. A.2) CALK-INR SOLID -SET ANCHORS SHALL BE DOEDOED 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PD2MInM 1/4- 0-20 SCREWS USED SHOAL BE 1 7/2- LONG MINIMUM SHOULD STUCCO EXIST. (d) SITE S'Ecti is PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED MOIPEER OR ARCHITECT WHICH WILL BECOME THE AND 1" MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ETK.INEER OF RECORD (E.O.R) FOR THE PROJECT AND WHO MALL 8E RpP'ONSDLE FOR THE BUT WITH WNC NUTS. PROPER USE OF THE PSA ENGINEER OF RECORD. ACTING AS A OELECATED ENGINEER TO THE P.FA ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC LNUdNINGS FOR REVIEW. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS• PAVERS. STUCCO OR WOOD BOARDS BE FOUR ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG DOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. {e) THIS P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL . NNCORAGE SOW. BE AS MENTIONED IN A1) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT. (B) TD F�DS1WIc �+� E1CX 1 ceMM e-91r 14. 9MUREIR tAVM1fA1CTURfR'3 LAme SHALL HTE LOCATED ON A FAM LY VIME LOCOM AT STONY - 1/4' • TAPOON ANCHORS AS MANUFACTURED BY I. T. W. BVHLDE)C. W. PAMRL• SHUT= INAOCOMIIICE WITH SECWH 1710A.2 OF.IMORML FARM CODE. ONE LAW! PLACE FOR 111TBfr OPBMC. lAE)EL110 7D 1701.O1Y TURN 519CitOM 1710.a3 OF THE - 1/4' 0 x 7/8' CALK-N ANCHORS. AS MAWFACTURED BY POWERS FASTDNERRS INC. FLdpA BIECNP CODE RAN - 1/4.0 X 3/4- SOLID -SET ANCHORS. AS MSMMUTW BY ALL POINT SCREW. BOLT # SPECALTY CO. - J74-10 PANEIMMTE FEMALE D AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO COlISf wcnoN PRODUCTS. - 1/4- 0 ZAMAC WAN ANCHORS. AS MANUFACTURED BY POWERS FASTENERS. NC. � 8.1) WMW EMBEDMENT OF TARC N ANCHORS, ELCO PAELMATES AND ZAMAC NIUH ANCHOR, INTO THE CONCRETE " d FLORIDA BUILDING CODE Mon HIgh V*I*clty HU cane Zone) BLOCK UNIT SHALL BE 1 1/4. #joys NUMA 6C 24 GAGE m STEEL STORY PANEL GALVANZ rL3 . a aAWIN 8.2) CALK -IN & SqA-SET ANCHORS SERAIL ENE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO � a7/�IB SHOD STUCCO EXIST, STUCCO SHALL BE PERMITTED. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUMSHOULD I L E C O AL PROTECTION PRODUCTS, TLC, AND I' MINIMUM FOR WALLS WITH NO STUCCO A -09 `�' �+� I NC. 'A --51S"W COW. P. 35r4 B.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD 80ARDS BE FOUND ON THE ' r°'.^ p46 OR(OA ; NV •$T u 1I� a A► sa Iww •iWWe . •+*-' N1gt ar-'>I.y. tI„ N�6 - ib*Te69-1S.5. M$t (de4)NN9-M7 15-022 DLa m N. EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. a 4Tx r mWWI .Wz a r Maw �. ANCHORAGE SHM I BE AS MENTIONED IN 8.1) AID IN 8.2). VA HtWDDP A 7LWR rt v •'•� _ SETT / OF it (` TO -per; I 611E we RWa L' I L6cWt ow, Y_41rX EXISTING (SEE SCHEDULE Max. CLAW -'•N ON51fET 3) 1 PAS LENGTH SEE E I 1 (ON SHEET 3) CONCRETE AIRS (SEE i7l�AlJ� SHEETS 9 TH BOOM 14 il i OF L' 1/r-2R7• S.a M.9. w/ 16R ALTERNATE LEG L061TIDN ALTERNATE CONCRETE POURED CONCRETE ANCHORS CONCRETE (LOCK REQUNME (SET SCHEDULE aH SHEETS 9 IHNDLIOH 10) Mo NTDIG SCALE 3 1' NfnTF FOR COMBINAIDON OF CFT:TIOMS: E.D. _ EDGE DISTANCE (SEE SCHEDULE ON TOP AC BOTTOM MOUNTINGS CAN BE SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 4 ir8' RQA) EXISTING BEAM MS]RJffir ADEQUACY OF F315TINO WOW BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATIW NO ALL WOOD ANCHORS (SEE SCHEDULE SETT 11) CONCRETE ANCHORS (SEE SCHEDULE O SHEETS 9 THRO(CI 10) F57A a a -a J E,OSTING POURF7� EI j I CONCRETE OR CONCRETE BLOCK 1 ltFiOlL(ED. OONCETE ANC310R5� SmGOE ED W/ STUD (SEE SCHEDULE ON SNEEtS 9 THROUGH 10) WALL MOUNTING SECTION 2 SCALE 3/>�1" COOCIVE OR EXISTING POURED CONCRETE BLOCK REOL or. CONCRETE ANCIIONS (SEE SCHEDULE ON sHmm 9 THROUGH 00) i TO GLASS. p I - 1(SEE SCHEDULE 1 ON SHEET 3) L" lam,. PANEL LENGTH (SEE SCHEDULE ON SH ET. 3) a011fYETE AIGSHOFiS_� j J 1 (SEE 9pE0UlE ON SHEETS 9 THROUGH 10) w// ® ONLY WHEN SOLD 5!T : CAL(-N ANCHORS ARE USED a W/ WIHEN -- � DUSTING �OCONCRETE BLOCK PAIE1MAlE5 ANCHORS . ALE USED. SCALE 3/8-1' • • x• � • M! 4HHMN•lH.1H - l ii � ►I � �'1I�II 7 1 -�, (SHE SCHEDULE SHEET IT) 1/Vl t_ W1 FOR VANIL M1' PANEL LENGTH (SEE SCHEDULE i^' t ON SHEET 3) V CF L' O 12 1/2' O.C. 'XIS' IY000 REQUIRED tlQffS: NOTE FOR MONCION OF 5EL'i1O15: 1. INSTALLATION ARE ONLY VALID FOR MAX. KS-D. TOP h BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p s.f) AND PANEL LENGTHS COMBINED N ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 NSTALLAMON. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL MWL SEPARATION TO GLASS. SEE SCHEDULE ON SHEET 3 WILD -OUT 11100"NG ALTERNATIVE 4W SCALE 3/3-1 I NO. 441 L p 1uR 17 R • ��C�a"' Jf! ANCHORS SCHEDULE ON 1/4Y-TALI• 'L' MN71. 'A gW13Sa PANE. LENGTH (SEE SCHEDULE aH�1 YOet �j ON SHEET 3) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) 1 02oW3 MI= A c 24 GAGE GALVANED STEEL STORM PANEL r WA DAWN ft e>,,A L E C O INC. GLOBAL PROTECTOR PRODUCTS, LTC. ts/1N# • AIOIQIBMB ava#'AAr/' 4m SW. 5T 1WET WAAL FL =14 i L •r a Ww 4r 4�c M1 . py��h r� H e,�,m, PHLDHC (Ls4)aM-7w6. rAn hI4DEe-67L7 15-022 EB-00#1y9 A•t r rl0•W •e ..L r •4.i�1 4Wr DIIWNIS 11N Iex1DP A 1LR7r 9e1T 7 or i6 CQMpQNENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1'. . 15.125• (TOTAL WIDTH) 2.187" 12_S00- (EFFECTIVE WIDTH) .10.T• 1/4-0-20x3/4• .500 1.J50 - 1 1/4' (TYP. 1• 1.350- 1 T too" .186' A86/O• -1 .750• S.S.STUD PoAEIED F1.0Zee EE t/REWvow ' �E 7 EDGE GALLVAWZCD ^EE GRW 6o 1YN0.M v i .2150 ROOD• .064' 1.871' R . 1.0?s- 1 3E£ r LOETAL G-6o 11ALV. IEiM 2.125' EDGE -� L-t.500--••i A Or -.---.-.--.-.--.------`---- .08e ) .125 , • Q STOM PANEL 1.35a DETAIL ILL .375' 2.000- PA7eOS S1Wl 6E 06TAi1ib ALWAYS :ROM LEFT TO RIGHT W/ I/Z• LEG AT END AT LEFT SIDE OF PANEL 2387• O 'N' HEADER �3 -F- TRACK O4 ANGLE WiTH STUD PANELS END LP Wr FETY® EDGE. 10.05' I TOP PANEL *DUE .37s' .. 1. F1 0.024" GALVANIZED STEEL 2591' 0- HF)bJEQ`..-` W270' j. 1.4a7• #.62s' 0.62.1 03 - /L250'W 0027W u50 - I _ ISOMETRIC VIEW DETAIL A , ROUNDED CORNER O ENDS Of PANEL'S H m MF, PANEL 70 1 S OR St A I ElND LP w/ HEMMED �."78 IDES• 3.750 472' - 091' Qt17' (fl'PJ Q KEY HOLE WASHER 3TO•-8154 ALUM. ALLOY .g2,y UOTTOM EDP. 01'PA EDGE E PANEL ©KEX MOLE AT PANEL .750" 2.124' 750 r._. Air ABl I.=. .375' �/ SLEEVE 2 1 /B' li6X_.I.F.� -- �) L .Ue• - 2 + 191 2.5W 2.000 t- 11NS' 2,000' 125* 2.0D0 L 3 A a4e5- 'H' ,�^` ryp) 7so �7 REV_ HEADER ®-1Z HEADER ��// I-t' (TYP.) MN. TO S• Mox. (i SLEEVE 1' MAX. z.00o` LENGTH W61-TS ALLOY 10 A�ilE 11 J. TRACK 1t�2 PANEL HANGER Ky .374• .311' s.6 t' -3-a40• "�• -47D" ` 275" Yjjlpg,� ' �- �57, ®Mt 2 + I.Tzs• beo' 250 _ ``""" •. y�i '•. j9 1f4' WIDE) (USE ONLY FOR E-Z HANG STORM PANE. SYSTEM} 6063-T6 ALLY. ALLOY FLORIDA BUILDING CODE Non High VelocityHurricane Zone -OW1201 .t23` F - ej0ys mmm AV' 24 CAGE GALVAKIZED STEEL STORM PANEL u•rjLL eHl er TIED ROOD•-7:1 sOclnoNs- �STK.G GLOBAL PROTECTION PRODUCTS. LLC. DATE, .204• "-'fa'• �:. °Z' r COMPANY LIMA LY. 81 SIRFA? M e BUILD -OUT F w ©4 BUILD -OUT F- TRACK 1�S � � WASHERED °• /• i WINGNUT d '• ( �` .''� . .v �."rrMA,"p a w1 MOW, (IN4yY9�Y31a fAK; (W64)Ne-6197 15-022 ....�...+.- OR•NWIC Xe V TRACK ANGLE (7AIMC 3 ALLOY) ,A` `� 1. SRN A W ff 4- PE r; ,... .,WxWWw M 31RET T OF It CONCRETE ANGERS (SHE so"M ME OR - SHEETS 9 THROUGH 1 ��REOUR�'I I INSTALLATION DETAILS FOR REGULAR PANEL INTO -POURED CONCRETE OR CONCRETE -BLOCK STRUCTURRE5 _ ALTERNATE CONCRETE ANCHORS 11"TION SEE SCHEDULE ON EXISTINGPOINtEO SHEETS 9 THROUGH 10) COSTING POURED WNCRETE OR IXTNCiETE LACK OR CONCRETE BLOCK REOl11RED. REQUIRED. TFRNATE LEG ANCHORS ETENMAN LOCATION (SIM SHEETS 9 THROI)GI 11 1• tw / _. nxAAIBI OR CONCRETE ANI:NORS _ -20.1-t A i'n ossG M s w/ wr (SHE SCHk�ULE ON 1/r• SHEETS 9 THROUGH 10) - , . -� E.D- j1 1 mt 1t7+m -1) 1 t PANEL LENGTH L_ (SEE SCHEDULE r- --M(yl, 1 SEPARATION 1 1 ON SHEET 3) 1 DtSTTH TO GLASS. SCHEDULE 1 OHI SHEET 3) 1 ' A t GtA55 L 1 f � X, MAX, 1 1 1 I 1 O 12 1/2` O.C. E-M 1 I 1 I 1 / CONCRETE ANCHORS EXISTING (SEE SCHEDULE ON GATE \ OF WALL an SLAB SHEETS 9 THROUGH 10) RiQIJiiED T. CONDITION) CONCRETEANCHOkS /4 (SEE SCHE " ON SHEETS 9 THROUGH t0) --- E.0.---- CEILINGBUILD-OUT a SCALE 3/8-1- _ SCALE E.D. a EDGE DISTANCE 1NQTE FOR COMBINATION OF SECTIONS: (SEE SCHEDULE ON TOP h BOTTOM MOUNTINGS CAN BE SHEETS 9 k 10) COMBNEO IN ANY WAY TO SUIT ANY INSTALLATION. Pl -.. 1/4' IOC / PANEL LENGTH (SEE SC HEDLIE ON SHEET ' I Min, SEPARATIOIOH FOR SPACfR3 I t TO GLASS. LON k Lp IRON TO 1 -�y i (SEE SCHEDULE SHEETS /1� (SEE SCHEDULE GLASS. ON t i //� 20.'• &a OGLE x N ON SHEET 3) 9* 10 TS SPACER SHEET - -- - - - IM4 - 1 9�W1 yG,By .� PANEL LENGTH I I IEIC6/ MAIM T-ej (SEE SCHEDULE I 1 ON s1Elr 3) EX15T1tMM I G1A55 i I -i- iMAX I OF V t i 1 E L j OF 1' I MAIN. 1 WAD 1� 0 fxzts C - 1 j +�-8`�3� 6 1/A- nG CONCRETEANCHORS --___ 1 (SEE SCHEDULE ON SHEETS 9 THROUGH 10 O22 1/8-SL� 6MAX. AL.UMI UM DGSTING POURED CONCRETE FOR ALL DESIGN LOADS AD PANEL CONrA TE BL= DoSTINGD CONCRETE LENGTHS PER SHEET 3. REQUIRED. `POUR CK REQUIRED- OR OONRIETESHEETS 1' MVC. LONG ALUMINUM SPACERS O 12 1/2- O.G (SEE TA13E !1 ON 9 a la.) MOONTING WALL MOUNTINg /DIRECT MOI,W/SPACERS (9) OR SECTION 6 78-I• SCALE 3/8-1' FLORIDA BUILDING CODE (Non Hiah Velocity Hurricane Zone) END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL C SSYSTEMS 1 i 1 F• 1 ® ©� OR BLOCK OR KBLOCE VARI 5 1 (A)® 2*.4* WO 2 rwME RECIUMED 1 2 1/r (GollF® OOHICIEIE FOUNEDD I , Mi1/4'0n. 1 1 v t 3/4' T APCON BLOCK OR 2'x4' WOOD rRAIE REQUIRED 2-N• WWDfANc ANCHOR 1 11-•--© OR® Na7HGR a 1r o.c. T µ/2' WEOU6wD 1 Off PANEL 1 1 4,0 x 1 3/4- 1 1` Min a IrHDA 1 2' x 2' x OW TO - LEG LDCAFM MARRIES S Mac ®< L A35 Zz I Y a 5- x LOTS• Cow. ALUM. ANGLE OR 2' X 4 IT 1 MIT ' • - 2 L!r E�1AM7( ' 060" 3105-11154 SHEET METAL AlU1f. !EA{f PLAT 8063-T6 AHLOY �-' - 2' -° 1 - i/4 COHT. AUIL ANOIEwe.Yex� 1/47 ♦ 4 e x D7r e 11 O.G. 3106-Hi4 OR 0063-T6 A1DY w/MDaAIT Cad M- ANGLE 2' 3' OW 3105 0-14 CAR GOIL- 6 ONLY WIT. AWML ANGLE 1/4.4 x 1 3/4' 7APCU.1 a TY 0.0. t 114E 7,AIA2 i POURED CONCRETE. BLOCK OR 2"x47 WOOD FRAME RECXLREO CASE A (PLAN) SSE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4'rl' SCALE 1/4'-1' SCALE 1/4--l' SCALE 1/4•-l' OR ( 'PAEL MAIL izCCINCKTE POURED at VARIES OVERLAP BEYOND REMAIN ED NAME sr*Ma: i 4 & OPENING WOtN) CONORM CONCRETE WflOtrWED r WOW FRAMEOR 1 I 1 VARIES 1 r IOTA 1 X - WO. DISTANCEf- � 1 M.lo1.c Nu ! IEIX v•rco -` CASE E (PLAN) CASE F (PLAN) E�1•ve SCALE 1/4'-1* SCALE i/4'-1` !i; Nn AA _ 90W-SET OR CIUC- 4 OR ELOO PAONn AT %ScmE ID MAID OR / PANE7LAL7E PC16 (SEE NNG 19""••'.r ON 4H�T8 6. TO a 11) CASE G (PLAN) SORE 1/4`-1- VAWO FOR DIRECT MOUNT INSTALLATION ONLY h CERTIFIED PANEL INSTALLATION AT WALLS W/ SURFACE LEVEL VARIATIONS WNW 3/4- FLORIDA BUILDING CODE BENT W/ ANCHORED FRONT a REAR CUT R CUT PARALLEL TO MEWL (HNEVER cur E7o YAIEIJ MAXIMUM PANEL LENGTH 'L+' OR "L-' (ft.) D MUM A.S.D. MAXIDEVON MATING (EMAIL) (+L- CONCRETE A WOWPRESSURE e6TALLATION S 1 y 20.0 fY-o' 25.0 Ir-o' tr•-N7• 30.0 35.0 70'-70' rd-0' 40.0 45.0 - Sao - 9'-1• r-4• _ W.o Nr T- r-r Mo NY -a" 7'-4' Tao r a` r-o' 80.0 85.0 7•-0- #'-5' SOLO 6•_y. 6._2. a5.0 R•-p' 6•-O' 1000 a'-3• �•-77- IOAo 6•-.T' V__e it" - 5•-r I73O - 5'-6• 7 f9.6 6'-3' TING (n.fe.f_) AND CORRESPONDING 1/4, 3/4, 4/5, 5/5 &6/5 2/4 CHEDULE ONLY FOR REGULAR STORY 1W/6, 2W/6, 3W/7 a 4W/7 RETE. CONCRETE BLOCK A WOOD W 3" MAX AM]IORS {SEE SCHEDULE ON r MAX SME - t• Mw. SHEETS 9. 10 *11) 1' MN. END WITH THLd:ltS ( ,. •p_ D.M., O tl DIRECT MOUNTED A7 EACH QUO; or MAXIMUM MAXIMUM PANEL LENGTH MAXIMUM A.S.O. CLESKIN PRESSURE RATINC (+ - -) CONCRETE a WOOD INSTALLATIONS 1 W l- 20.0 2SD T2'-to• 11•-I, JD.o i t'- a' FO•-7' 35A a' -a' 4010 8'-6' 9'-2' 4so a=r• S'-r SaA a-r a -r SILO S �T' 7 -9' Sao e-o• r-s" SGQ r a' r-r 70.0 r-5' r-77- no SOLO r-o• 6 -5 86.0 7-0• 61--r 90.0 6-9• S'-7' 9" 6-r r-70• Wadi 1010 61-r 5 -4" 1140 - 1110 7TR6 AtMAXIMUM E1 LEH61H CO)UNRIESTIVAIMIDD MINIMUM SEPARATION TO MASS SCHEDULE WIND SPEED C 140 M." WIND SPEED > 140 m.Ph RESTRAINED UNFNSIROR48D RFSTRAPNFD 30 OR LESS 1' 1' T 6 1/4- >33 TO 90 1" 1' 7 1/2' 7 1/2- >90 TO 146 1 1' i' 7 1/2- 7 1/2' >145 TO iaL4 i• 1' - 7 1/2' MINIMLAI PANEL LENGTH fins FOR A GIVEN uOUNTTNG CAmmiBN Tf� DIRECT MOUNT "h' HEADER 1J' HEADER 7.5 X1A''r STUD ANGLE 'F- TRACK TIMCK AR w 'F�` �Tt1MpEGU OIO6UTAE4 - DIRECT MOUNT 46" 32` 32• 35' S6' S0' 50• 4 1.5*x%5* STUD ANGLE 1. 3r 3r Sr 4r U. 3 r TRACC 55' 3r 32" 4r 6r 1. 60" 1 BUILD -OUT TRAGIC SO' 3e 3r J8` ISO' S6' S6' 1 TRAax 50. 1. 3Y 6 $0' S6` 56' lit 1,1141 LTED PANELS SECTIONS AS CAME) BOLTED PANELS W! 1 44-20x1' N.S. BOLT W/ O FA OVERLAP (SEE SECTIONS AS APPUGIBLE) A D. M a Or 3 MINE 3' MAX ' MN. 2/4 114. 3/4, 4/5. 5/5 3 6/5 1 W/G. 2W/6. 3W/7 A 4W/7 (SEE SCHEDULE ON SHEETS 9, 10 6:11)- t REGULAR STORM PANEL M ELEVATION 2ti8T' N.T.S. 1/4' MNx. GM W O.iRJP _I nWIOIE WIUET) 1/4" O MAX, GAP SECTION A --A N.T.S. MOTES, 0(1) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN P'osir E AS.M DEVO N LOAD. L-: MAX. ALLOWABLE PANEL 1,04TH FOR A Q%U NEYAME A.SD. DESIGN LAD. W PROCEDURE TO OETIAMIME MAJ0MM1 PANEL LOOM GIVEN A POSITIVE A.S.O. OESION LOAD. DETERMINE MA7OWA PAM IDIOM L+• FROM SCHEDULE. GIVEN A NtEGAIM GSA. Des" LEAD, ODER N E MAf6MM R4Q LEMO1H L-• FROM SCHEDULE. E. FEN. MA)MAM ALLOWABLE PANEL LOON IS EQUAL TO THE 90"I i DflFRMNEO PANEL LENDTHH BETWEEN L+• AND L-`. (3) SEE 304MIJ E BELOW FOR HEN, PANEL LOOM FOR POROSITY gIALFltw7ION. - t INSTALLATIONS INTO WOOD ARE LIMITED TO t 9S paf. MAX A.S.D. DESIGN PRESSURE RATIO PDR MAX A.S.D. DESIGN LOWS a MAIL PAH L LEiGRS FOR 411f]F 6 USED. H� FLORIDA BUiLOING LADE (Nan Nigh Velocity Hurricane Zane * r N01 4416 - •1O'3 J1 `" 24 GAGE GALVAHM STEEL. STORY PART. � N IL ECOINIc.GIMAL. PROTECTION PRODUCTS, LLC. a7/1Tl1e n_ 480 2.1. S1 SMW L' (GtC . rtNLr: 7wr rasrrA/ . riwRA6BWAw eaArWw ,5-022 Ila # L !.. 3Wl IwR/1 •1lII R OVALOVALriA7 � 1•. ,,, ,, ••' \lZ ,• lrr: an4� 1F7-AMA P,101[: (se.�lW-76I6. FAX rAz: CMN)IM-eJl7 P A E9-000mit 0• A. IA1.14•.W rt r CWYWIWp Hlee IeMIF1H A HALE X PIE ati ARIA 4r _ 1 MW 3 dr E zi fow"T5161 PIP ; ; 01 1 ��. ill ,►_. WOOD ANCHORS (SEE SCHEDULE ON SHEET II) WOOD HEM REQUIRED L• iAAN. 1-T,Yi• ON SHEET 3) aip FM WSW N am 7-0 HEAD 60.E a 1/4. 1u TO GLASS. (SEEHEDULE ION SCHEDULE 3, 1' OF V I 2 I EO I-- I C - I 1 E4 - -- ' MAX. LONG ALUMINUM SPAM" O I 12 1/2- at, (SEE TABLE p ON t it I V VAX t SHEET It.) II PANEL LENGTH t (SEE SCHEDULE ON STEER J) •� --PANE. MATE FEMALE IT) OR PANEL MATE _-- _ PLUS (SEE SCHEDULE ON SHEET 11) 1 SEPM�iAt'ION i TO GLASS. 1 2'x4' YOGI SEE SC EZU I PURE REQUIRED ON SHEET 3) i * i A,g_RNATIVE 2W I 9GY:E 3/b-F' SEE tABIE /1 ON SHEET 11 FOR MAX PANEL IFTIGTHS R i 500E I O 12 1/2' O.C. 3.D O OF 1' EO I MAX A DESIGN LOADS FOR THIS INSTALATION. i M I 1 t� `..:•`•;'}- i EQ O 12 1/2' O.C. t Q 1 WOOD ANCHORS A W/W/ STUD (SEE SC EDZ . ION 2'x4" W000 _ 4 SHEET t1) PLATE REQUIRED ANCHORS STAGGF%D W/ STUD 2k4" W000 (SEE SCHEDULE ON PLATE REQUIRED sHlrr 11) WALL MOUNTING WALL MOUNTI RECT MOUNT ALTERNATIVE 1 W SCALE 3/8-1 SCALE 3/8-1' ems: ,.a�1l�jj�A4,,� r O1. INSTALLATION ARE ONLY VALID FR MAX. A.S.D. T NOTE FOR CX)M8INATNxN OF SECTIONS' TOP &BOTTOM MOUNTDKS CAN BE ASILRATING (p.s_f) AND PANEL �TMS PER SCHEDULES ON SHEET 3 {EXCEPT FOR COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W") _ INSTALLATION. •O: a 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD-.' Q MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.58 OR EQUAL_ A AM 1 I' NIL SEPARATION TO GLASS NDCATED ON SHEET 3 MAY BE REDUCED TD 1/4' AS LINO AS THE FOLLOWING CONDITIONS ATE COM P AED MTN: (1) MAXI M01 ASO DESIGN PRESSURE RATING, is +00. -05 P. f. (2) MN1.LA1 STORM PANEL LENGTH IS ''. (3) STORM PANEL I STALL A11C1 S ONLY INTO AM D LNG WOOD FRAME WALL (4) NSTAWt110N VAUD ONLY FOR MO ZON4 1, 2 A 3 PER A61M E 199111-06. FLORIDA BUILDING CODE (Nan Nigh Velocity Hurricane Zone #jo7s iLTr a ec 24 GAGE GALVANIZED STEEL STORY PANEL rxL a Aw IT GLOBAL PROTECTION P ��> LLC. /IM/6 IL E C O ItNG. LIDO Yx. 51 MERIT C*W- FT• =4 RNNL Di"ime-r46. FATE (16{�e6-6R7 s BRIO IH-+R! 15-022 110-006eT# ONUNa N• er „ WW. w •� IMILIEN A (VALID ONLY FOR PANEL QI INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 h 5) MAX. AS.O. PRESSURE (RlpA� MAXIMUM ANCHORS SPACING FORMEN ED. PER SCHEDULE BELOW APPLICABLE a C�A� MAXIMUM LENGTH (R) MAX ASD. PRESSURE RATING MAXIMUM ANCHORS SPADING FOR MN E.D. PER S0,1EDIAE BELOW APPLICABLE MAXIMAM LENIGITH 00 TAPOON I SOUR --SET � D PME�LWTE ZAMAC-NWUN CALK -IN TAPCON SOW -SET PAIELMIAp Pt2M ZAMNC-WWBN CALXG-N a t, 70 10 MINIM ID 1D 70 70 TO VD C01 10 lO A H -45 LESS Ir 13, 13• 13, it tr 13' it it 13' Ir tr 1 ( ) 51--e OR LESS , -45 70 +es. -65 13` is' is' Ir is' Ir Ir tr 1r 13, 13` it 1 2 1 (TOP) 5,�• LEOR SS 1r Ir it is, 13' 13' tr 13' 1r Is- is- Is- 1 (BOTTOM) tr 13' 13' 13, 1S' 13, 13• 13• 11. it it 11 1/2 1 (BOTTOM) 13' 13' 13, 13• 13• 13, Ir 13' it 13' 13" 13 2 (10P) 13' 13' 13' 11' 13' 13' /T 13• 134 is" 13- 1t 1/2 2 (TOP) Ir tr tr 13- it 13' ir 11. tr 13' 13' 1r 2 (BOTTOM) 13' 13' 13, it 13, 13' 13' 13• Ir Is- Ir it I/ 2 (BOTTOM) 13- 13, Ir Ir 13• 13' 13' 13• it 13' 13' tr 3 (TOP) 13• Ir tr 13• 13, 13' 13, lr is' 13, 13- 11 I 3 (TOP) 12 1/2'12 1/2 6 1/4- 6 1/4- 12 1/2'12 1/7,- - e 1/4. 6 1/4' 3 (BOTTOM) - - 12 1/2' 12 1.nj 6 1/4' 6 t/4' 12 1/2 12 1/2 - - 6 1/4' 6 1/4" 3 (BOTTOM) 6- ✓ " 6" 6` 1Y 8' li Y 8' 8' 6' 7 1/2' 4 (TOP) $' S 1/2• b• b' a- 6 1/r rY 7 1/r b' 6' 6" 5• 4 (TOP) Ir- 8' - 6' - 6• - 4 (80R10M) 6' - b• - 6" _- C - 8- - $' - 4 ( lr 13' it 13' tr 13, 13' 13" 13' Ir 13• 13' 5 (TC1) tr it 13, is, tr tr Ir 1r 1r 13' Ir 11 1 S (70P) 13, 13' 13, 13, it 13' 13, 13, 13, 13' 13• 13• 5 (BOTTOM) 13• it it lr 13' 13` lr 13' 13' 13" jr tt 1/2 5 (BOTTOM) 13" 13' 13' 1r 1r Is- tr Is- 13' Is- it tr 8 (TOP) 13, 1r lr 13' 13' 13' 13• 13, 13, 13' 13" 11 1/2 6 (TOP) _ - 6 1/4• 6 1/4" 6 1/4- IS 1/4- - - - - 6 r/4- 6 1/4. 6 (BOTT.•') - - B 1/4' 8 1/4' 6 1/4' 6 1/4• - - - - 6 1/4 6 1/4. 6 (BOtt.� 13• 5' 13" 10 I tr 7" 13, 7- 7 1/2 3 1/2 13- 4 1/2- 1 (TOP) >V-6, TO 14'-4` 13' B' 13' 1S• i3' 6 1/Y 13' 8 1/r 9 1/2` 8 i/2• SJ' 5 1/2' 1 (TOP) TO =-r 1r 7" T3' 1r tr 9 1/2 tr 9 1/2 10 1/2 7 1/2 Ir 6• 1 (BOTTOM) 1r 7 1/2' 137 Ir Is- 1 10" tr 10' 11• 8- Is' 6 1/2" 1 (BOTTOM) S- Is- 10 1/2 tr T Is- 7- 17 t/21 S 1/2 13' 4 1/22' 2 (TOP) 13• r 13" 1r 13• b 1/2• 13' 18 1/2' 9 1/2' 5 1/2" 13" 5 1/2' 2 (TOP) _13• it T Is- Is- 1r 9 1/2 Ir 9 1/2 10 1/2 17 1/1 tr 6 1/2" 2 (BOTTOM) 13' 7 1/r 13' tr Ir 10' 13' 10' 11' Be, 13• 6 1/2' 2 (BOT701M) it 7' 13' 1r tr 9 1/2 it 9 1/2 tO 1/2 7 1/2 13' 6 i/2' 3 (RCP) 13` 7 1/2'13' tr 13' 10• 13" 10• if" B- A• 6 1/2' 3 (T0� - - 12 1/2.12 1/2 6 1/4 6 1/4' 12 1/2' 6 1/4 - - 6 1/4' 6 1/4' 3 (BOTTOM) - - 12 1/2.12 1/2 6 1/4' 6 1/4' 12 1/2 12 1/2 - - 6 1/4- 6 1/4' 3 (801`10161) T r b- 5 1/2` r 3 1/2' a- - V 4 I/r r 6 1/2" Y 4 (TQP) 7 1/2" r b" C 7- 4" 8• a' 4 1/2• 3 1/2 f I/2• r 4 (TOP) 8' - b' - JY' - 6' - 5 i/2" - 7 1/2' 4 (BOTTOM) 8' - B• _ 11. - 6' - 5 1/2- - 7 1/2- - 4 (BOTTOM) tr 7- Is- tr 13• 0 1/r Is- 9 1/2. 10 1/2 7 1/2• it 6' 5 (TOP) Is- 6 1/2- 1r it 13' 10, 13• 10' It' 1. it 6 I/Y 6 (TOP) tr T 73, lr 13 19 1/2' M3' 9 1/2' 10 1 7 1/2' tr 6 1/2' S (BOTTOM) i3' 8 i/r tr IS' 13• t0" lr 10' 11, B" Is-6 1/2*5 (BOTTOM) 13' S' 73' 10 1/2 13" Y 13' 7'7 1/2" 5 1/2` 13' 4 1/2' (TOP) Ir IY Is- 13` W' 8 t/2' 13' 8 1/Y 9 1/2' 8 1/2' 1r 5 1f2' 6 (TOP) 6 1/4' 6 1/4• 6 1/4- 6 1/4• 16 1/4 6 1/4" 6 (BOIL-) 16 1/4' 6 1/4' 19 1/4' 6 1/4' - - - - 8 t/4' 6 t/4' 6 (am.-) SEE SHEET 11 FOR ANCHORS IYPE a SPACING FOR NSrN1A110116 IIOO WOOD FRAME BUIDNW •' rOMM ANOEW SPACINGS A67 IWWM EDM MIANCE ARE INDICATED ON THIS SCHEDULE FOR ED. LESS THAN 00CATM ON 9CH MAX N AI E ANCHOR SPACING BY IFULI^YNO WAGING MOOHWI ON SCHEDULE BY THE FOU004 FACTORS, FOR THIS OPERATION TO 6E POMERE, REOIICED SPACM QE AO) LONGFA SHALL NOT MI IT'S THIN MINIMUM SPACING RUCAM FOR CAM ANCHOR TYPE AID 1YFrt 1/4'0 _I/a9 8016-6[r 1/4'A //4Y 1/41# 1/4• 17/C0N E FK%UMAEIT 79WAD-LAM 0WL•M LNNaM ANCIGI SPACING (k) 3 7 3 3 2 1/2• 2 1/2 YII ma QW) 3 31/1 Y 3 31/Y 3 owmat6.0.D e1001 1 31/Y 3 I/r 3 to 3 IA* 4 ISD11 ACNJAE ECK DIl Q FACTOR T 1/Y Ckn 2 1 am 3 nao TLA -- I,OD - OA7 3 1,.n01 ,AD - SPANS ONLY YAL1D WHEN SPACER@ IS USED. SEE TW #1 FOR MAX. A.S D. DESIGN LOADS do MAX PANEL LB40M WHEN SPACER " IS USED. Pp�(t�tu, TE=-At A A S D. DESIGN LOAD YA>aAIY PANEL LENGTH 40 PSF OR LESS 6'-6' > 40 PSF TO 50 PSF W-2' > 50 PSF TO 60 PSF A MAX. PANEL_ LENGTHS ARE ON VALID FOR INSTALLATIONS W/ SOLID SILT ANCHORS i W/ SPACER AT 12 i/2' 0_C. FLORIDA BUILDING CODE Non High Veloec Hu cone Zone) 03015 a1>zM #c 24 GAGE GALVANM STEEL STORM PANEL ��N�Wt r! ILIECI.OIYc. DOWN IK 1. (ALL PROTECTION PRODUCTS, I.I.C. VOID Sw IN SW6kT OVAL FL 3MI4 e7/DAX- �'' 1LUT 7137MV # [wsGmM6RA Lt0Ai1Un• mu a: a as Tr�w a 15-022 lW,. PW RIOK: (W6L)i-79L'L YAit (964)tee•'67Y7 Yw,fr�-u EY•000671s dMWW01N¢ �� 4•• �> r w ,►Wo a - - 9[R a /A 1B wit" A IklA ts,0P.3 C0 Cu N U O _0 4) O V C ^' 4- CCU O C:) O Q c o- q O LL . � -0 CIS _p LU4-0 Cn LIE^U` _W Cz O }J CU O 0- E /a/�) IV CU m LLI Q Z Z Q a SHEET NO. SH 1.4 ;IL (VALID ONLY FOR PANEL&N5tALLA?IONS AS PER SECTIONS 1 THRU 6, ON SIiEfTS 4 & S) MWO. ALS.D. DES" P •1•) MAXIMUM ANCHORS PANG FOR MIN ED. PER SCHEDULE BELOW APPLICABLE d OF TEEM MAXIb" PAEEL LENGM (N-) MAX. ASA DESIGN PRESSURE PATING (P-M•f•) MtAXIMLIM ANCHORS SPACING FbR MIN ED. PER 9CHEDUI BELOW APPIIG+BMEMAXIMUM # fill OF TNOa P44M tFJi0777 cR.) TAPQON 90UD-SET M 2AINC�MMii £ALK-IN Ti7PCON SOLID-SETPLUS FOWE D -NMLMI CNJC-M W W W W W W W W 10 W W 10 TO >'+•6. -w 70 +75, -75 13' 11' 1r' 1r Ir I 13' 1r 13' tr 13• 10, 1 (TOP) OR LESS +75. -75 TO +11%--11S6 1r 5' 13" TI 1 Ir 6 1 Ir 6 1 7 1 • a tfr Ir 4 1j2' i (1'OP) 51-V 00 ILSs Ir it' lY IY Ir tr Ir 13" 13" t2' Ir to- 1 (BOTTOM) 13, 8 1/Y Ir it 13• 9- 13, 9- 14" 7 1/2• ir' e' 1 (BOTTOM) i3' 11' t3' 13' 1J' 13' 13' Ir 13' 12' it 10' 2 (TOP) 1J` 5' TY 10 1/2 Ir 6 1/2' lY 6 1/2' 7 1/2" 5 1/2' 13' 4 1/2' 2 (TOP) 1r W 13" 13' Ir 1r 13, tY W' Ir 13• to- 2 (BOTTOM) it r IF it IF 9 1/2• it 9 1/2' O 1/2 7 1/2• 13- B tjr 2 (BOTTOM) 13, It' _ 13' 1r 13' Ir /3" 13' 13" 12' lY te' 3 (TOP) 1J' 7' tr Ir .13' 9 7fY IY B t/2' tO 1/2 7 7/2' it 6' 3 QOP) - - 2 1/2 12 1/r 6 1/4` 6 1/4' 2 1/2'12 1/2 - - 6 1/4 6 1/4' 3 (BOTTOM) - - 12 1/2-12 1/2 6 1/4- 14 1/4` 2 1/215 1/r - - 6 1/4' 8 1/4' 3 (BOTTOM) a' 5- 8- r it 6" 8• 6 1/r r r I" 4 Ile 4 (TOP) 7' r 4r 5 1/2- 7- 3 1/2- b' 4- 4 1/2 Y 6 t/r 2 1 f2' 4 {iTW) a" - 8" - a' - e B' 9' - B' - (BOTTOM) 8' - 8 //2" . - 8' - 8' - 5 1/2' - Y - (BM70M) tY 1t' 13' Ir 13' Ir 13' 13' 13' T2' +r IW 5 (LOP) 13' 6 1/2' 13" 13' 13' 9' tr 9' t0' 7 1/2' it 8' (TOP) 13- Ill tr 13` Ir tY Ir 1r Ir 12' 13" 10' (BOROM) 13' r 1Y 13, Ir 9 1/2• tY 9 1/2" 0 1 7 1/2' Ir 6' (BOTTOM) 13' 11' 1r Ir CY 13' 13, 13" 13' 12' Ir to- a (TOP) 13' 5" 13' 10 + tr 6 1/r 1r 6 1/r 7 1/r 5 1/2' tY 4 1/2" 6 (TOP) - - a i/4. 6 1/4" a 1/4- 6 1/4- - - - - 6 1/4' 6 1/4- 6 (wm-) - - 6 1/4- a 1/4- 6 1/4- 6 1/4. 6 1/4- 6 Ile - - 6 1/4' 6 1/4- 6 (BO T.`+) it 7 i/r tY tY 13' to' 13' 111" 111 8• it 6 1/2' 1 (TOP) _ Tp6• W-o 13' r 1r to 1/ tr 6 1/r tY 6 1IY 7 1/Y S 1/r lY 4 1/2' 1 (TOP) TO 1r 7 1/2- Ir Ir 1Y 10 1/2 13' 10 1/2' 1 1/2 W 1Y r 1 (BOTTOM) 13' 6 1/2' 1r 13' 13' 9' 13' B' 10' 7 1/2' 1Y 6' 1 (BOTTOM) 1r 7 t/2' lr 13' 43' 10' 13, to, It. r tY 6 1/r 2 (TOP) 13' a' 13• 10 1/2 Ir 6 1/2' 13• 6 /fr, 7 1/2' 5 1/r tr 4 t/2. 2 (TOP) it 7 1/21 13" Ir IY 10 112 13' 0 1/2 it 1/2 a' 13, 71 2 (BOTTOM) 13• 7' tY Ir 1Y 9 1/r 13" 9 1/r 0 1/2" 7 t/2" lY 8 1/2' 2 (BOTTOM) it 7 1/2' 13" 13` Ir 10 1/2 13' 10 1/2 11 1/2 r Ir 3 (TOP) Ir 7' tr 13` Ir 9 llr 13" 9 tfr t0 112" 7 1/2' 13' 6' 3 (TOP) 12 1/r 6 1/4. 6 1/4' 12 1/2' 8 1/4' - - 6 1/4- _r 6 1/4' 3 (BOTTOM) - 12 1/2 12 tj2 6 1/4' 8 T/4' 92 1/2 6 1/4' - - 6 1/4 6 1/4 3 (BOTTOM) 7 t/r 3 1/2' a• 6' 7 1/2- 4' 8' 4 1/2' S' 3 1/2 r 3' 4 (TOP) r 3' a` 3 1/2' r 3 1/2' e' 4- 4 1/r r a 1/2- 2 if2' 4 (TOP) a - a• - e' - s' - a• - 6• - 4 (LTOTTiUMI} 8• - 6 1/r - 1r - a" - 5 t/r - T - (�iTOM4 13' 7 1/2- IY lY 1S° 10 1/2 /Y 10 1/2 11 1/2 a- lY r 5 (TOP) Ir 6 1/2' 13' Ir 13' 9' 13, 9' 10' 7 1/Y tr 6' (TOP) lY 7 I/r it 13, 13' 10 1/2 Ir 0 1/ 11 1/2 8- 13• r 5 (wmm 13' 7- Ir 13' 13• 9 1/2' IS' 9 ijr 10 1/2 7 1/2' tr Ri 5 (BDTTOY) 13' 7 1/Y 13' Ir 13" 10 1/2 13• 10 1/2• 1 1/1 6' l3i r 6 (TOP) 13' S' 13' 13' 6 1/2" Ir 6 1/r 7 lAe 5 1/2' 13' 4 i/2. 8 (TOP) - 6 1/4' 6 1/4' 6 1/4' 6 t ft' - - e 1/4' 6 1/4` 6 (BOTT.•'•} - - 8 t/4' 8 tf4' 6 t/4' 6 I/4' - - - - 0 +/4 6 1/4` 6 (BIT.'••) SM TARSI It FOR ,WWNORS TrK d SPACIIG FOR INSTALLATO(.4 0110 WOOD FRAME Butoom, • WEAN AOM SPAINXIS AND MMIl1M WOE DWANCE ARE 00"1 D ON THE SCHEDULE. FOR E.D. LESS THAN INDK7011) ON 9gFDIU REDUCE ANCHOR SPACING 8f WATIFLY04 9VIC04 SHOWN ON SC EOM.E BY THE FOLLOWING FACTORS. FOR Ties OPONTYMI W BE POSSBIL RIDUCO 9VOM 061AIMtD USIIO FACTOR %U NOT 1E LEN 1NM1 NeLM SPACING IDI70ED FOR EACH ANCHOR Mi ON ties SCHEDULE AIM TINM i t j4'r 1/4r 1/41r i/4 f 1/4'r t11N10N s61P•INTAm PN81M0E 04X--M AN RMRm CHOR 5PACs0 coGn.) 3 3 3 3 2 1/r 2 1/2 NWIMM BR W 3 3 1/r r 3 3 yr 3 oM2n6Mole.W OeDEE 6tOlX 3 3 ,/r 3 1/Y ] t/S 3 1/r 4 ACRIIL EDK 0 PAZ ) iACiOR 21/2' 3` 0- '+ SPAaNGS ONLY VALCER ID *IE4 SPAIS USED. SEE �T #1 FOR NAY. A.S.D- DESIGN LOAM & AMX. PANEL LENGTHS MIEN SPACER Qq IS USED, 1 • Nan. TOTO GLASS. 1Vt TWA H OiWt r-4T -yr 1' Max. I PANEL LO CM I (SEE ELEVATION j ON SHEET 12) R L -Al e A.S.D. DESIGN LOAD MAIM M PANEL U 34M 40 PSF OR LESS 6'-8. > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF e MAX. PANEL LENGTHS ARE ONLY VALID FOR MSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2e O.C. l •1 • i 1 •► >� � 1 ALA Q •] RWIP1 NX NA41,141t111 :4 311 3walIN, Eel ►4 •It ►Iwl I alleji_ INAM !OA MIMI 1,• . LM.. 2'x4' PLATE RE(w "V MAX. ELLVATION PANEL LENGTH ON SHEET 12) SM *4103 15 a 16 F0t MIOIOR4 T1PE d SPACING Rot I6FMLO1O6 INTO WOOD F11AME BLD09S MNOMM AM= StA1CI N AD M00ALM FOE DISTANCE ME I DCAIED ON " SOHO L FOR ED, LESS TWA E10mMm oW SCNBMME MEDucE noDR SWING BY M1LLIYl'ND SPAGN9 SN10WN OM SCHEDULE BY THE F*1D1016 FACWMS FOR LE OPORAI N TO OFw.aons IAtDI SPACM 0"Thew usm FAC7di SIO L NOT BE LOS IRAN UM M SPACING LOCATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE mom TM[ 'jrr 9R= IOYY AITMCR OAOrM LM,3 3 eMWVeM on aIHLMNAY.) 100. OIV 3 o..+. 0edt tw 3 PCItliL ®� NL� RIC10R 11/r 0.]B 2 i/2 aai x sss 3 1/2- - K 4GTH AYIIw 12) WALL MOUNTINGS SCALE 3/8.1' MDTE.S: 1. WSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSUIRE RATINGS (p.s.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME coNSTRcnu1]r1: wood MEMBERS TO BE SOUTHERN PINE No Z W/ SPECIFIC DENSITY OF 0,55 OR EOUAI_ 1 • Lan. 1 PARR 1 CwASS. 1 I W off . M I !.. 4: ;O 7 Alm' 4 ,11 L7: rx4' PLATE RE W POUALED OR MOCK eovso46iA� l iH 1 l" MAX. IY PANELLENGTH (SEE ELEVATIOlf 1 ON SHEET i2)2) :TH TON 12) PUP SOMMM J FLORIDA BUILDING CODE Nan High Velocity Hu no Zone jo, ��+ rsma rasa ae 24 GAGE GALVANIZED STEEL ST M PANEL FAA. 000001 E,, • I. t,......•ilp` +F S��p�w `,`` 1L E C O IMc. PROTECTION PROQUCTS. LLC. 4M3AUET OrL FL314 = (W)GO-7446 FAA: (M84)00Mi7IJ BT/13/l5 e ' AN �'"' '�ti o..w,1��-•0l m6779HE 15-022 ONMMIR 1M �r rU a• ,►e Pr - Ow it or Is IBIYi1t+ MIL7F7P w IU, .►. PL MAXIMUM A.S.D. SCHEDULE DESIGN PRESSURE _RATiNG (a.f.) ANQ CORRESPONDING MAXIMUM ANCHOR FOR REGULAR STORM PANEL nj iNSTALL91QNS INTO WOOD. STRUCTURES (VALID ONLY FOR PANEL tOINSTALLATIONS AS PER ALTERNATIVES 1 W THRU 4W, ON SHEETS 6 & 7) SPACING r SEE TABLE ;1 FOR MAX. A.S.D. r LOADS g MAX. PANEL LENGTHS W1 SPACER 6 • SEE TABLE #1 FOR MAX A.S.D. DESIGN LOADS & MAX. PANEL iENIMNS WREN SPACER l5 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 USED, OORRESPCXEXW ONLY 70 ALTERNATE 2W ON SHEET 6 e MAX_ PANEL LENGTHS ARE ONLY VALE FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS & W/ 9 FACER AT 12 1J2e O.C. Ej+�L�G(ifs. FLORIDA Bt1NLDk10 CODE THAT M h Velocity HKUA cone Zone AJI ;�$y�•y eavra nm7q wr 24 GAGE GAE.VANIM STEEL. STOW PANEL tAt OSMIN, m . .�. f /�: i L E C O i Mc. GLOBAL PROTECTION PROM=. LLC. 4" 1:1x 51 SIRW ddE iKlrY taslaVO d 1101AMNY z •, STA QF .Na 31at r•.- r Pwl M W MA n AMam Nl_ n, . A. , 04 afr_.a11 A P"C' (te47609-Tsls. Fine Lao4) M-i[M 15-022 .-r =601F a.. eB a6a67ra our.a re rls �+''� r rater oz alUal60 Ns stEEr 11 a is 11/�u1Ffg1 MALL A.S.D. 111AXMIM ANCd10R4 SPACING FOR EA. MAX. A.S.D. �� PRESSURE (p.a.t.) MAXIMUM ANCHORS SPACING FOR E.D. � /S SHOWN ON SHEETS 6 d 7 /NPLIClBLE 1C/ O, THEM MIA)OMNM LEN6i,t 'L- (A.) TAPOON LAC SCREW PANIIMATE iF1NNE E PAI'F1.WTE PLUS WOOD ENISF6t� 13' i.l' 13' f3' tY 1W (TOP) 13' 13' iJ' 13' B' 1W (BOTTOM) 6 if2' 6 1/2' 8 1/r 6 1/2' 8 tJ2i {LOP) - - a i/4' (IOTT.•) T" T t f2' 8• 8' - {LOP) OR CESS 7 1f2• 8- 3w (11DTT0M) 13' 73' t3' 13' 13' N (LOP) +45, -46 � +75. -75 t3' tJ' 1r 17' t3^ 4W (BOTTOM) 13' 13' 73' CI' 10' M (>O') 13" 13' 13' 13' 6 1/T" TI (MIf1UlA) 8'1/2' 8 1j2' 6 if2' 8 1J2' a 1/2' (TOR) >5-ff t0 - - 6 I/4 12 1J2' 6 1/4' (aD1L•) 4 1/2" 5` 7 1f2' 7 1J2' - (TOP) r-.�• 5' s 7/Z' e' 6' - 3I (BOTTOM) t3' 12° /3" t3' S 1/2' � (LOP) tY 13" ,r 13i i0' (BOTTOM} si esi e ��TABLE A.S.D. DESIGN aD%D iAAI0Ml1A PANEL LETI6TH 40 PSF � LESS 6'-8 > 40 PSF TO � PSF 8'-2' > 50 PSF 70 FSO PSF 5'-10' • �• ► • •► �. •i i •a a it � •A ♦ � • Q Q � a a aEPARA ' - ON SHEET 121 I ON StEET 12} IXNCFEM IEOIIC , REQUIRED. i t NCH PAN lz 1 P}(�_ ANCHOR O 12 1/2 O.C. -EZ1/18. EZi W/18 114Xi- S.IL$_ 0 F�LLa4 GF _ i/2 I I SECTION R-3A O REGLNAR PANELS SEE SOWS tS & iM FOR ANCHORS TIK A SPACIIC FOR RISTN�W10 6 INTO WDO4 FRAME BILOMM MSMMM ANOW SIX$= AND M INIMUN EDGE MI NLL ARE IMUM ON THIS S HIFMLL FOR ED. LESS THAN va"TW ON 9GEDILE REDUCE ANODR 31P/ICM^. BY ♦MLM%m BALe10 SNOB/ ON SlImu BN THE t'OUAWW FAiC1016. FOR THIS OPEINTION TO BE ItBDUCtD SPACING OBTAsfD USING F/CCR WALL NO RE LESS TtM M00MM SPVZM 00M•A0D3 FOR EACH ANCHOR TYPE C H DE SCHEDULE Iam IYPL 1/4°r 1/41 „ .POCAME PUB WHI MAL ANDW VACM OW 3 3 �NaalreM UM1N CLmab iAl.) 3 3 - z- 1.00 p C FAt S 11111 11111111111111 Jill FLORIDA BUILDING CODE Vr ALUMS M POP RIVET LAST PANEL(j) TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE - PROVIDED W/ REAR HANDLE TO FA(ILTATE INSTALLATION IF INTENDED TO !E: IN FR�L INSIDE STRUCTURE. 2 PER Vitt. YP.) 1 (END PANEL) SEE NOTES 2. 3, 4 FLORIDA BUILDING CODE Vr ALUMS M POP RIVET LAST PANEL(j) TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE - PROVIDED W/ REAR HANDLE TO FA(ILTATE INSTALLATION IF INTENDED TO !E: IN FR�L INSIDE STRUCTURE. 2 PER Vitt. YP.) 1 (END PANEL) SEE NOTES 2. 3, 4 (INTERIOR { PANEL) (INTERIOR PANEL) ) (INTERIOR i PANT) I (DID PANEL) SEE NOTES 2. 3. 4 • • LED PANELS W/ 1/4I- S.S. BOL75 w/1ID a EA (SEE SECIICNS AS OF 'L' MAX PANEL LENGTH I O +/- 4C-0 Ps f. 2 .t" APPLMIIHLE} OF 1' JJ-L JJ_LLJJILIJJ_L J1LLJ LIJILLJJ_LLJJ1•LJ_LL1JJ e o e • o • 3' MWx. SEE NOTE 4 Y VOA. 1" MBrI. NOTE 3LEE ' �e nl L +' Mi.. / ANCHORS MOTE S' I -- -(SEE SECTM EZI d ALTERNATIVE EZIW ON SHEET Id).. - --_ -'• EZi /18, EZt W/18 IYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL I SYSTEM M Va 7�711W/it�;�l NOTES " (1)- �EEiNIAON QF �£5 2L000: E-Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL + Cant TRACKS TOP & SOLTOit (2), END PANELS SHALL ALW/yY5 BE MNIFECTED TO BOTTOM TRACK OTHERWISE A STOP EiAR(VSHALL BE PROVIDED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRAC Y, CONNECTION SHALT. CONSIST OF 1/4•st-20x3/4' M.S. W/ 7/6"sx3/32' WONG NUT OR 1/4.Ox3/4' Min. THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF ETA) PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I.& A STOW BAR IS MY USED AT i0P)) AT LEAST TWO PANELS SFWi IE COHOIECTM TO BOTTOM TW , USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTON O F PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL. LOCATION. t' [INSTALLATIONS ONLY VAUD FOR Woo SPEED UP TO 140 m.p.h. FLORIDA WILDING CODE o�o --ANCHORS (SEE SEOT106 t ALTERNATIVES ON SHEETS 13. 14. 15 &16) R-IA/13. R-2A/13. R-3A/14, R-16/13, R-2B/13, R-30/14, 3' MAX. R-iAW/15, R-2AW/15, R-3AW/16. 1*R-LBW/15, R-26W/1S, R-36W/16. '•1�- r- I T---� --r--� 1 I I i p i i I , 1 4'e-20x1' (USE S.S. BO.TS FOR PANEL tl?IGTH RINEFL 7'-a') W/ i i ; { REGULAR ST ANET. - 1 _W-PAPEL - 1 tt_ S.S. BOLTS V AT EA. OVER l' MAX PANEL LENODI e-r • +40.0. -40.0 p r.f. (w/ OM3AAP MIO PANEL LE CYN Win --------- - -- -- T-C a +50A -644 P.af. (W/D OAERLAP MID PANEL LENGTH �n A USE Z--C INN. PANEL LENGTH AT ALL kfURIINLS 3 2 AT nL4 , AON O LIFE PNiEi. BOTT�1 06O -_ OTO WINO MR AT EXIERIOR NUT AT 3' MAX. LEFT PANEL RIGHT PANEL 3' INSTALUAitONS ONLY VALID FOR FNND 1' Mw. R-IA/13, R-2A/13, R-3A/14, R-1B/13, R-28/13, R-36/14, t' MRN. SPEED UP TO 140 m.p.h. R-LAW/15. R-2AW/15, R-3AW/16. R-18W//5. R-29W/13, R-3EW/16. (SEE SECTIONS d ALTER061alVES ON SHEETS 13, 14. 15 d16�- 1/1' AWE. GAP UEE SAFETY STORM PANEL n ELEVATION ATION (t) leer SCALE 1/r-t- /''�/1�J REGULAR ORY PANEL (MeL OA" -1 MOLE +Mum '-' STORM PANEL MA1f t wAP, ONFS6M I 1 _ I _..._..-«_...--___ a�11�i'riiFYrff//H� LIFE sAPETr PANEL O� �, ,.••••..,, /j• ', FLORIDA BUILDING CODE Non h Veloc NurAcan* Zone EXTERIOR r '•. , i r2ara aaca NMc 24 GAGE GALVANIZED STEEL STORM PANEL aftm Im. oM/12AS GLOUL SECTION A -A = �` /s�E ��- !L E C O IMe. PROi4W ILN. STREIJPROcTsM eGe �yF 7LYtI4o 4 4N 10 SIR.. s 14 �' AR SUM AL A L 2 la. Y,IAL A 13MIF. R.. 3351{ SCALE 1/4--1' '�O,t;•.. F1 P .•: ��c• +*,,, , DII ar-1n, . ti: AN pr-Ppr PH01C (a4)OW-MO, nut (au)/sM-ern 15-022 .-.-.rM..R,r... A•c. wrlra.l rarw, OMNWIC M. AA ✓ A - NEtDP Id;, P.L m o••n a� - war 12 or 16 A - - ThPCON R 09'O.C. 21 /4- uAx. HEADER MD TAPOON R 09'O.C. �zoA+• ea13a L ....� `L' MAX 6. PANEL LENGTH (SEE ESEVAt1ON ON SHEET 12) L�L1 j I-(Ll PLAT• i10 U4 I Ll PLATE 1/4a TAPCON t 4'e TAPCM REWRE➢ ANG4pR 0 9 O.C. 0 9- O.C. STAGGERED W/ STUD STAOCERED W/ SRO %4' WOW 'W w000 PLATE PLATE REQUIRED REWIRED 64Il:�AIlI _ ALTERNATIVE R-LBW NlI LIFE SAFETY PANEL WALL bMNMNW SCALE 3/6-1^ 1. INSTAL.LATION ARE ONLY VAUD FOR A.S.D. DESIGN PRESSURE RATINGS (p.s.f) AND PANE. LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD H TO BE SOUTHERN PIE No Z W/ SPECIFIC DENSITY OF 0.55 OR EQUAL 1/4"0 TAPOON ANCHOR O 12' TO 1/4-0 TAPOON ._..f ANCHOR 0 tr O.C. WALL MOUNTING SECTION EZ1 SCALE 3/6=1' HOMER ER NO TAPOON R0r04. 1' Vox. PANEL LENGTH (SEE ELE\ AT10N ON SHEET 12) I HO jAD Ns IOUx 11,(Yts • 12 , Oc d L 1/4-0 TAPOCINN ANCHOR 0 9' O.C. 2-x4- WOOD. PLATE REQUIRED HFADOL MED TAPOON R 09'O.C. 51 NIX aLS e6us e lz 1 oc. TAPOnN R 09"O.G PANEL. LO GIN (SEE ELEVADON ON SHEET 12) NNAIDff..B_1d11L a rpouL�R PANELS • ALTcrtLNATiYE O WALL 1LOUNTi= SCALE 3/8.1' R-2W LIFE SAFETY PANEL UC FLORIDA BULDING CODE Non I* h Veloe Nurrlcarn ?An*) *;. Oar i eAma IE77sxL r+c 24 GALE GALVANIZED STEEL STORM! PANELDow aMl 90. r TILTE L PROTECiM PRODUCTS, U.C. n[LFANNa6t TErvow 400 NIA 51 4r/p ��l �ti`� rt. da •�• " aNB Ir:rr.tor- m s� ncNc (> e4kWs-1aa FAc toe4),eM B/rf 15-022 P.L Da-0OeON a> . s,r w . .AN1xwN 4rt 01M!IIIO NN 01UETP A i P1 MI I►m • OBEI 13 OF Is _ •, 1 •; : TALL_ . ► •i. 11 �► HEX HEAD TEX F yTj4• FROM OF 1(� UMINIM POP + VET MAX PANEL LENGTH # Oat' OF t' WALL MOUNTING AL_TERNATiVE E71W SCALE 3/8-1' CODE • ^fi^'r ^W W c cn _ cu (D �a O #--& LCL NL ^^ 0 _� //• LL UaA•M-� 0 `v ♦V Fn O O W CIO O `v O .� -0 E O W cn -F-+ _� cu O CD }a =3 CZ ^^O 1..1_ U 'a'^� V! Mcu ■ ■ ■ W Q Z z Q J SHEET NO. SH 1.5 ALL AMERICAN SHUTTERS AND GLASS 22ga & 24ga GALVANIZED STEEL STORM PANELS (NON-HVHZ) WIDTH UNUMIIED ({'ERR. TO PANEL SPAN) TOP MOUNT (CONK Typ TYPE AS REQ'0) sECTt(3Fs OP'TIl3f1Al. )i'-20 S'1•I1CH BOLTS WITUTS T FASTENEWASHIERD 0 / OVERLAPS O MIDSPAN (USE Nj APPROPRIATE SPAN TABLE) � D M FAN VIEW g� F� � Scc g, .Ise t418 ` \ 1 BOTTOM MOUNT \ ` T (CONN TYPE AS \ \ MAY BE AT TOP �___iIII i O.37S e BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N.TS. ELEVATION TOP MOUNT (CONK TYPE \ AS Lm6x (SPAN A80VET -_DESTRUCTION) - >F ?a OBSTRUCTON (LOCATION MAY VARY) W VU BOTTOM (SPAN BELOW TYPE AS REQ'D) OBSTRUCTION) PANELS MAY EVE NOTCHED AS REQUIRED, OPTIONAL I/4'-20 STITCH BOLTS WITH WASNERED PROVIDED THAT CONlECTIONI5 AND WINCURUTS FASTENED O ANCHORS ARE USED WHICH SATISFY OVERLAPS • N4m5PAN (LSE SPANS ABOVE a BELOW o85TRucRON. APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION z NOTCHED PANELS 1 N.T.S. ELEVATION REQ9) MOUNT MO7TOM ) TOP MOUNT (CDNN TYPE AS READ) (CONN LlTIaK ALLOWABLE PANEL ALLOWABLE PANEL SPAN SCHEDULE: SPAN SCHEDULE: 24 GAUGE PANGS 22 GAUGE PANELS DIVAN bf_;HtUULt NU I t5: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD a PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 1 'PANEL FASTENERS' ARE STUDS t� IN CONOUNNCTION WITH ALL MOUNTING EXTRUSIONS ('F--TRACK, STUDDED ANGLE, ETC.). USE 6.2r O.0 PANE. FASTENER SPACING TABLE VALUES FOR ALL "H'- AND IU14WADERS (flKX.WING BUILD OUT CONDITIONS). 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. ANCHOR SPACING SCHEDULE: 22 GAUGE PANELS, PANEL FASTENERS O 6.25. O.C. Lr EDGED ANCE �P Ili ANCHOR PPmosviIBI SPAN UP TO NC-0" SPAN 1U TO e'-r SPAN UP TO Ir-r S4[M IZEE Cl C2 C3 C4 CONN TV 2 Cl C2 C3 CA Conn TYPR C1 CZ C3 CA ��sss TYPE (P) 3/LCx1.314'DMED 33 12.r 1&O" 13.8" A9" II.r 1&0' 9.61 &d" Itr 16.0" ..6 4.r (NM IMi Foomp 41 12.7 1&0" 11.1" OLD` iL5" 1&0" 7.7" 5.S' 12.r 14.6- S.r 3.r 4 8 L2.r 10. ff' 9.51 6.r I2S" 36 0" 6. 6 " 4 r 2r U PP��...�.�.� 52 12.5" 16.11' e.8" 8.7" 3I.5" 16 0• - &3 r q 70 11r 1&0" - 6S' 1. r " z &2S 1 r 4.5" " 6.1r 3.2 %s- 4- .1• BFBED 3S 12.r 16.0 1&6" & 1 Y 1 1r `16.0" 14.1" 1I.0" u.r 1& 0" 9.T 9I Om 2MA RM OI 13 12.r 16.0" 1&0"l 13.W' 1Zs 16.0" 11.4 9.8 iLr 1&0" 7.d' 0.6' 48 1 . 1 r i &0" 1{. " 1 12. Y 12s 160" &T 8 .r iLr 1&0" 6.r 5.6" q�,,�,,,,,,,� S2 11.r Ib.L U.0" 11.OA _ 12.3" 18 0" W. 7.b" 12s 10.0" 6.Y" 5.2" 70 12.r i&Y 9.6 82 11r 2&0" 6.T 5.7" 115" 116 4.6" 3.9" 1/4'AT B•ED 33 lz.r 1&0" 16.0" 1&Hr 1Lr 16.0" 1{,d" 13A" 12.5" 16.0"i10.1• 9.r _ _ ALLSOL10-SET 3ero vS taNd �� 41 L2.r 1&0• 16.0' IS.s 12.r - ff' 1 . 1& 19 1D.8" 12-r __ 16.CY' 8.1• 7A" N 12.r 16.0" 14.r!1Rr 12.5 10.0" 10.2• 92" Sl.r L&0" 7.0 &r * q, S2 I*= 12.r 16.0' EELS" 17.3 12.5 1&0" 9.4 6.5 1L5" 16.0 6.4" 5.8" 70 u.r 16.0' 10.1"' 9.1" ILs 16-9" 7.C" 6.3• 12.r 1 .2" 3 4.6' 4.r . r e•® U4' X7 12. r 1&0' 16.Y 1 . 6 0" 12. r 16.0" 16.0" 14.Y 12.r 38.0" 12. 6' 9.r EGO PAt811ATE� 4 (NMI i"O PM WNO 1 12.r i6.0' 10.0" 1&d' 12.r 16.0" 34.1• .4• 1 r Yt 1 48 Its" 16.0" 16.0" _ 12.5"' 10.0" 12.6" 9.7" 16.0" 6.2" * 52 u.r 16.0. 16.D' I- 13.0" 12.s 1&0" EELS• Its" 9.0" 12.5" Y6.0" &O, &0" 6.2" 70 YLr 16.0" 12.5- 9.7- 12.5' 1&0" 8.6- 6.7" Its' 16.0" S.Y 4.6" 6.2r .10.3" oISTACCE V x 1- 33 COLD U LTRACON 41 6.2r &r n, 49 6.25" ' 7. I' � sz &2r &s TO P Y I- 4 U U 33 12s 16. U" 6 2' 6 .T 6.25 1 l.r &25" 8.0" BCA UE_TRACOM 41 ar 13 r 6.25 9.S' M 6.25" 6.9" "ml 1P"PSCO I) 46 6.25 Il T it %Y� 825" 7.1. I i p�� 52 mmmmmmSI 6.2s 10.8" ^� 6. 2r ICBM 70 &2s" e.o• 11r 16.0" 7 12.5" .0• T.r 13.4" 4.Y S.Q" 0.2r 9.2" Tie-x i- 4' now U 33 12.5' 15.6 S7" ' S.8"- 6.2r 10.8 i 41 TW SS. AP'COM 8 N 12.r 33.r I.e" S.t7' 6.2r i 9.2"' 3.3 3.r 62S' 6.r &2S" IZ.T 4.s 4.6- 6.25": e.s^ a.l• a.Z^ s.0 A-� sz 1��'� & 2s 9.1' 33" 1 .4" 6.2r 6.1" 4. I Y 70 .7 TS4eED v !e" 33 u.s 1 8.0" 13.r31.3' 12.5'•18.0` 9.r 7.1C 12S' I&0' &r s 4' ALL-POOEIS SOLID -SET 41 �12.r 1&0"10.T19.1" 12-r:1 .0" 7A" 63 12,5 13.Y 48 12.r 116.0" �i2.r 9.1"�7.9" Yzsiif 6.3" 51 6.2r 12.Y 52 1&0" 8.4" 7.2" 1tr 160' SCR' SD" 6.2r 31A• Its' 16.0" 62" ; S.r 6.2s lY.Y 4.3' 3.7' &2r 82' 70 4' . 1- 4' ENDED v v 33 12 s 16.0" & 0' S. 6.25" 11s � 4.2" {.1" 82r 7.Y 12.r 13.4" 4.Y' 4.8" 6.2r' 93" 3.4" 3.3" &2r &4` G1C0 ►ANHMNTE 41 &25" IRS" 4.r' 4.1" 6.25"' 7.3- 5.4" 48 62r 10.6" 3.8" i 3.8" 0.2ri 7.r S.0 * - 52 62r 70 P.F. "- MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESIGPI * ; SCHEDULES N DESIGN NOTES: POSITIVE AND NEGATIVE DESip/ PRESSURES CALCULATED FOR USE WITH 1TEI5 SYSTEM SHALL lE DETFRNGIIED I I SEPARATE ENGINEERING IN ACCORDANCE WITH THE GQVERNtNG rnDE.PRESSURe QU NTS AS 4( ND 6) DETERM@I® IN ACCORDANCE 1YTfFl 0. 7-10 AND CHAPTER 160E OF THE:IORIDA BUILDAMP CODE FIFTH EDITION C2DL1) sruLL BE (FSs THAN oR EQUAL To T+'O .4 b V(.S EtD�HEa m A11'! ASILYCAASP SMOYPK GENERAL NOTES: NO EE I. THIS SPECWICATION HAS BEEN DESIGNED AND SMALL BE FABRICATED IN FIFTH ED EDITION ((201NCE WITH4))HFOR�E OF THE HYH2, PER ASTN E3� SSW 12-99 710E PRORDODLS. OONIRACIOR SMALL BEVESn a AND COfEOt�( TO Ali IOgCL BUILDItJG CODE AM9IDMETTS WHIG71 MAY APPLY. 06SP 1A BEYOND SEAT® HEREON NAY REQUPRE ADO2Ti<X64LLo "„� IN STiE•NPfCif2/3i% EIIGIIrE£RIIMa. SPECIFIC 1 NO 33-1/3x DKIISASE IN ALLOWABLE STRESS HAS BEEN USED IN THE BT'STEN. a OES2CLI OF TlR9 5 TMisetsTRucitME w14HH iDmmEER �its RECORD � RESPONSIBLE zmow ¢¢¢¢¢y Q t I a Mull Dm3aRITY QF Ali SRFPORTLNG SURFACE TO,THIS DESIGN WHIN SHALL 8E COORDINATED BY THE PERMITTING CONTRACTOR. STrtSPECIFIC SEALED @lGDIWRII4G SHALL 8E gqEEQQUU1R® BI A A i 1. SEARATE ORDER lO DEVIATE FROM lAADS D19.1BCTIONS OR SPANS CONTAINED HEtEDI. CONTACTTTOS FOR AITOM MATE SPAN CALCULATIONS AS le Em Ill qU S lY THE SYSEEi'i DETAILED HEREIN IS GENERIC AIR) DOES MOT PROVIDE ' 9 BNPDf84ATION FOR A SPEICIFIC SITE. FOR SITE CO1DN7MOHS (HFF131g(T FROM THE CONDITIONS DETAILED MOM A LICENSED ENGINEER OR REGISTERED ARCHITECT SMALL PREPARE SS(ITTE SPI�C'iFIC DOCUMENTS FOR USE 1N = W ��I "H�ERmI TESTED 6u�SIOl1"PRWESui7 NBIE ARE BASED ON MAXIMUM P7R�ESSAULIL� BY A 1.5 SAFETY FACTOR. 4 SDI7VgIDEED OTMEEWI5EA� SHALL E CC/ Olt GREATERSAE OR OTHERWISEM 5 UNLESS 8 iy7] ITIRAQ520M-RESISTANT MATERIAL AND SMALL COMPLY WITH'5PICUVCATIONS SECTION 13.E BY THE AU04IMM ASSOCIATION, G.1 FOR ALUMINUM STRUCTURE.' INC., d ANY APPUCABIE PEDlRAI. STATE, AN'a LOLL (700ES. 8. ALL SiDRM PANGS SHALL BE 22GA OR 21GA STEEL. E�0.01283. OR ["M0.0244•, RESPECTIVELY. STORM PANELS STALL CONFORM TO ASTH A653 STRUCNIW QUAALITY STEDL, U'60 GALu.91A COATING WITH A MPm81M Fy"95 ICiI. 9. ALL ALUMINUM EXTRUSIONS SWILL BE 60&1-TS ALUMINUM ALLOY, d lU(L35 [!DEED Oh1CRWLSE 10. TOP a tlOT1ON DETARs SHOWN MAY BE INTERCHANGED AS FIELD CODITIOMS DICTATE. PAIElS MAY liE MOUNTED VERTICALLY OR HDRROFT•ALLY A5 APPL AS E. 8E EMBEOLHlD TO it. ODlUCAEC ANCHORS MDT® HELL ALLCON AC CONCRETE ONLY. INSTALL ALL CONCRETE ANIC2HOR5 PER TU MANUFACTURER R7'S2IMMREDPONSIB 11 7TE CONIRACIOR i5 RESPONSIBLE TO INSULATE OR PROTECT ALL It THE "mom FROM OISSI►OLM HATER' TO PRHIE4T BttTRMY515. %MR 13. ENGINEER SEAL AFFIXED HERE 10 VALIDATES STRUCTURAL AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, 6L at INDBM8FCE5 d SAVES HARMLESS THIS EJGDEER MR ALL COST d DAMAGES ENCLID[MG IEGAI F19:S d APPELLATE FEES RPSULTDIG FAOl1 MATHHUL FABRECA.2 SYSTE4 ERECTION, a C�STPIK,T'M PRAC 5 BEYOND THAT WM[OH IS CA(IED FOR BY LOCAL, STATE, a FEDERAL CODES d FROM DEVATTONS OF THIS PLAN. pAOI Ht 10Ep(TfiCAAmons OR AFPDWAY TIONS ARE THIS D9CZ WET AWN PEB'ffTTED NTE HIS CERTIFIER OTHER MARKINGS l.. Pa 1& PANES SMALL M PERMANENTLY LABELED WITH A MINIMUM OF (1) LAIEt PER EVERY 3.0 POT CUNTABIING THE FOLLOWING LNG INMF34ATRMf: 15-2394 ALL AMERIEAM SHUTTERS AND MASS WEST PALM BfiACFI, Ft MIA - maimifflik ASTM E330 FLORIDA PI(OOl1CT APPROVAL NUMBER 9 I 4*: GLASS SEPARATION GLASS SEPARATION 110 , -.n .," I I SCHEDULE: SCHEDULE: �ssa 24 GAUGE MJBS 22 GAUGE PANELS y� MINIMUM STORM PANEL SEPARATION FROM CLASS A ESSENTIAL FACILITIES (WIND ZONE 9 ) POSITIVE DESIGN PRESSURE (PI MPANEL PANEL SPAN INSTALLATIONS LESS THAN 3ff ABOVE GRADE LNsralAnons GREATER 1}HAN �' ABOVE GRAM +30 6'.0" 7.85 " 1.17 " 10'-O" 7.85 " 2.29 " lx-0" 7.85 " 3.68 " +40 614r I'm " 1.22 " II 7.85 " 1.90 • 10'-r 7.8s " 3.03 " +50 6'-0" 7.85 " 1.28 " 8'-6" 7.85 " -- 2.22 " 9'-4" 7.85 " 2.63 " +60 6'-0" 7.85 " 1.33 " 81-W 7.85 " 2.35 " +70 7'-10" 7 213 " _ Ti" 7.83. 1.99 ' +90 [ 61 61-11" 7.85" +100 6-0" 7.8S" 1.56" 6-T' 7.05 " MINIMUM STORM PANEL sEF ORATION FROM GLASS (WIND ZONE 4 i ESSENTIAL. FACILITIES) POSITIVE DESIGN PRESSURE (PSF) MtA)ONWI M PANE- SPAN INSTALLATIONS LESS THAN 3V ABOVE GRADE INSTALLATIONS GREATER THAN 30' ABOVE GRADE +� 6'-0" 5.85 " 1.23 " II 5.85 " 1.44 " 1ff-0" 5.85 " 1.84 •• 1Y-8" __ S.85 " 3.18 ' +40 6'-0" 5.85 " 1.17 " 8'-6" S.BS ' ELSE " 101-W s.es " 2.12 " 1Y-W 5.95 " 3.90 " +� W-0' SIBS" 1.22 " 8'-6• 5.85 " 1.74 " lO-0" 5.85 " 2.40 „ 1Y-1" &85" 3.99" +60 &-a" 5.85 " 1.26 " II _ 5.95 " 1.89 " 10'-0" 5.85 " 2.66 " 11'-i" 5.85 " 3.54 " +70 61-W 5.85" 1.31 ' SI 5.95 " 2.03 . lO-r 5.85 " 3.17 " +80 6-0" 5.851, X 1.35 " 8' -6' S.85" 2.16' T. SAS" 2.89' +90 6'-O" S.85 " 1.39 " II 5.85., L33 T-VI 5.85" 2.0" +1GD W-O" 5.85 `- _ 8'-7" 5.85 " GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE INIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HMHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WFFD ZONES 1 THROUGH 3. THE GLASS SEPARATION PROEDLILe IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OIE1m4G S - V * . , * N 3/4- EDGE DISTANCE _ MAX CORNING sPAN 70 pm lip To r4r SPAN TO Ir_r "'Z. ANCHOR PRESSURE � COME TYPE -Up CONN TYR eil TIP! (>�) CI C2 C3 CA Cl C2 p QI C3 Q C3 A ryy(r� U4• x r e•ED 33 32s _ 36.ff' 16A" _ _ 10.9' _ 12.5' _ 1&0" 1&0" 7.5" iL5' 1&0"' 1L0" S.2' '6 I2C g LAD SCREW al 48 52 12.5" 11r 11r 16.ff' 16.0" Mo 16.ff' 34.0" 1&o• Bd' 7.r &Y 1L r 12.s its -Imo, 1&0 __ l6.CY' 1{ 1' 12.0" il.l" _ SLIM 52" 4.r 12.r 17.s Lz.r L6.0" 1&Y 1&o" 9.6" I.r B.r<67 7.6 3.r 26 C� W E • a 7o x1s x&a u.Y s.l • tzs 1&tl' ex 3.6" u.r me, s,r W +� N ., 9 2rt� J34 x 1- EPABED 11r 33 12.r t&0" 1 0` 0. 10.1" 12s 10.0' 11.4" 7.0' Itr 1&0' 7 4.e' .8 (N 3 W000 SCREW 41 1Lr 1&0' 13.2" Its" &1' IL 1&0" 9 .2• S8" 12s 14.r _ 3.Y (a! .H y S 48 1Lr 160" II.r 70' ILs 3&0" T.e" 4.d" 11r LI. 8" 5.3• &4" err Yt sz _.,_._ _ - _.._ S&(r' ..__...w 10A . " 4 12 & s 1&0' 7. 7,- ---, 9A ILr 11 6" 4,Y 3.0" y2 .. H 70 1 Lr 16.Y 7.: 4. 8" 12s 4. 1 d' & 4" . 3.3 82S 10.1 3.T < 4•. I- "F74effi V W 33 12S" L&O" 15.8" LZs' 1&0' 1.0.r 1Lr - 7A' HAP (WP'tFA15' 43 12.r 1&0' 12.6` 12.5` I&P SLIM 1Lr 16.0° &Y 46 Its- 10.0" 10.7" 11r 16A0` 7.4" (i) * N�B� S2 12.r 1&0" 9.Y 11r 16.0" 6.9` 12.r j 11Y ° 4.r ¢J 70 32.r 1&0' T.1" ILs" 14.0' S.1" 6.25" 9.6" :..5" t7 7 6• . O4� n SAd' 33 12.5" 1&0" • 7. ' 1 1 .1• &2r 30.6" 3.9" 3.r ALL FOBFIS MA96 41 12.r I&0• 0.6" SLY 21 r 12.r 4S` 4.1- &25` &8' SLIM in WOOD BIlS1.10 M �,�Uy� 52 y_ U"� 70 /2.r 15A" S.6' S.0" 0.2r 30.E 3.9 3.5 62r 7s' Z Q (±3 12.r _ 6.2r 14.2• f0.6•35" SLIM 4.r &2r 7.r 5.0' I ANCHOR NOTES: (_ (��F I I q 1. ANCHOR SCHEDULE APPLIES T O, ALL PRODUCTS CERTIFIED HEREN, %IT ONLY PROVIDES " " rt� MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS APO PRESSURES INDICATED 9 6T < IN SPAN SCHEDULE SHALL APPLY. rR rA 2. ENTER ANCHOR SCHEDULE EASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE •�' "a MATERIAL, d ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN 11J LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHVITI R SPAN.SH.ECT fO TE MO CONDITION MOUNTING DETAILS Off CONNECTION 7Y� BASED ON APPROPRIATE LRii'04G (SEE Q SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). J 3. 'PANEL FASTENERS` ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS J vr-TRACK, STUDDED ANGLE. ETC.). USE 625. O.C. PANEL FASTENER SPACING TABLE VALUES FOR Q ALL •M- AND'U'-HEADERS (INCLUDING Bu11DOUT CONDITIONS). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. HOLLOW BL.00( HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK. 6. MINIMUM EMBEDMENT SMALL BE AS NOTED IN ANCHOR SCWVA _ 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, MUCK AND OTHER WALL q FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/4' MAX OR SHALL BE VERIFIED BY OTHERS TO C ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. 8. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRACGEO CONCRETE ONLY. 9. WHERE EXISTING STRUCTURE LS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, 10. WHERE APKi40RS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2• X 4' (MEN.) WOOD STUD (%' EDGE DLSTAPKE IS ACCEPTABLE FOR WOOD FRAMING). WOOD SAID SHALL BE "SOUTHERN PINE" G.0.55 OR GREATER DENSITY. LAG SCREW SHALL WAVE PHILLIPS PAN HEAD OR HEX HEAD. R 11. REMOVABLEANCHORS ARE: ELCO PANELMATE, ALL -POINTS SOLID -SET a BRASS BUSING. OON A191RFIRaKL1EFMOD►!' 12. MACHINE SCREWS SMALL HAVE 1/2' MMM UM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O. 15-2394 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. _ 14. t• DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 15. * DIRECT MORITING COND1T IDI 1& LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. Y v No �.� 2.2W` 2.990• 2.250' r 0.0s4" 0.060" 7 v+2D sTlro x � zo " -- o.7s0. ��Qpp� 0 k 3 ®ut D.c. Q ., 0.09'4" 125- $094" 52 -"N 0 GA 091• .094" n1 p.120' 094• °TIP Ni 1TYP - . �"` s ti N0. JeF.-W-1.6 .06Yi_...�.._0 .375. ` 062• p _ H--� T0.125• 2.' 3- y11.930' I^ IM17' r _.-I -I 2.000' -i 2.D20' 250'_ .'.I tow � - ---� 2.00D' �- TIP• � M �`� ' J= 1.3 2 D� �BU _OUT 'U• HEADER �NC�E _ z \i PAN CLUSDRE 5 !ICAO 6( a .121• �..Iii Leo• C7 Ci- W \11 14 3.380" MAX. 31 0.313' 0.36s• � s �3 - °04. s D 376" °' � 7sss J 1.s1 Ss6o"�xsbo' SCLI o.x7s�t -p obi •�� [ o.e86^ o.3s°• l.00r '�. 101k 11500• PANEL COVEFIAGE --- 11 � b- , !- �T o.54s o.s24 isv LD.zsO' -W i°4 o N 14.875• PANEL LENGTHTTD„ L--- < �g o.o9a T-o.o90• l-a z. 0.09�0 . �y SE R o zls o.o6sbo• RD.13s•' TYR TYP. 0.090' 0' 0.95Y (oB/ILD-OU7"1" iRA(X 7� , - w��-,[Z-i�� n,K11HOlE WA"lt RAJ. �F .i 4.31 0.376"-ry �".� (-0. 0 rM X"-2S sTAe"wK DR �. ,0.190"-•E (�, M LEG I MAS EOLT. WAFIBW YYUNdAIT 0 YJDIDOW n I`..' OI J 20 D.C. TW. d I L L - _ -c= LlJ 7e I,,------ 4Gx NNv. sTBaJa Ti--3.000' 0T1Y2p5 ` R°AwR,� G . n KATE"� : 2 k "f• Axai - tf'tAGR (ExTDaDiD7 LJL Ova" WALL SPIWID €LOVERLAP 1.000' wsw$w OSTANQ G AD-Ou (n S THAN OR lQUALTO MSIO.OUF fj2 C WANCIF 1 P1 R 4 OVE CORFNM CA6SI8E DETAIL L ` /\-.2S"MAJC. d Y 3 A 0.188'j EN srTNG CbRCMETE I'7 -.25' MAX. $ t MAX `�pJ�yJY/�j�j/(/��}(((-�Jj{�WOOD MAKING �L-IF\� ^Fj \L._ ExnnND mnaErF mACNME Nalaw aD� LiJ HOLLOW IEOCN OR BUILD -OUT OL ODOD RYVJEANG SEE ANCi✓dt WOOD N,AM . DISTANCE st2NlOIAS SASW DN TIP[ nP C WALL HD(MT CWSURE DETAn _ STNACTVAE. 5 0.T 5 AUM xtm; dE (m DEruts .. uASovq MYYIRDON AWWANGEM Fw4TEMERd]J-D.CFOROe"3NIDN35(P95MW� EMBED ' )AN CLONUM Et'(IW.m TI PF.. IY O.C. FORD®NN F01D5 1 TV rxlsnFw LTxNCPerE MRE (aTAN.R 4 GREATER UP To ISO PSF (SEE mom SCHSOL" MIRAIfY L.OfXT` ANOAIDWr ELDL'x tw 64.E ASOVP} ACC®GNE AROq.) OVERLAP*7'1� 820" . . -1 BARD-0UT NDUW CLOSM DETAIL MEI $ ! X�-�MA�M ea �.25' MAI E N �.5. »�I [ F R ll RASA WINSPI I M - _ MIN. I Dom-,». FASTENER 016 oC FDR DlSIC1 LOADS LESS THEW OR NNIML TO 71 UNR SA. SI % 2�'X • MAX. I EMIIV & $ ir" mm oepam y I LOADS G OLIER W TO 1%PN Ex16TD(G CONCRETE i� is .12N•JEa-Tam 8 T� EMBED.CWTAXI ANCHOR) A "NRAN 1%. SEDA WOOD SCHM" eRPARMa. SEEohm OR TYPE 1. (1_,TFAI lHDtRTt 9.QEANE DETAIL OF 17NK,'IRAE. _. L MINIMUM ALLOWABLE SPAN SCHEDULE (ALL PANELS) TOP NIOLNT k � � weal 11I v I�#, � EIUVOOIA'll" Header Cr v 0" 2r 24' 2P' 2r 24" 0" 24 23" 2r Z 2.5 d 1J Header Dr o <T 2a' Ia' 2r 2r 2C Cr' 24" 2r 2s 2X6 8 Sl d 2r 2W 2r 11- 3W 31' 11' 30` 23' mr 1 Sr 'r T IAidoN tYNOA 4' 4" 24" 3p` :8' S0" 2Y 48` 24' f8` 30' 83" -F'TOdK 2r zr 4'.P 31' 11Kr 6Y 30' sD" 2s ur 11' bs" Sad 27 2r 11" 29` 30' 11' 2T Zr 20' 11" 31" 1- OYecI MLxPE 24' 24` 24` 46` SO" 2B' 48' 24' 48• 30' S3' 10- IT HANSON Fr D" Cr 2r 24• 2s a- 24" a- 24 2Y 26 m -r %* 24' Z4• 24' 48" SG" 29' 18' 24' 4e" 30' Sr Ste Zr 2r it" 30" 81` 11" 3P Z3' 3T 11- 3r 'G"TnIck 21r 28` 28 33 53 SS' 31` 59 28• ST 33• RAI 1. SPANS SHOIMN HIRE ABLE MINPMM ALLOWABLE SPANS EASED ON ANY W FeDi.T(ON OF NOLIM ING CONDITIONS AT TOP OR 8OrrOM. PAN& LENGTHS LESS THAN TIgQ NOTED ED M TAKE AWIE ME MOT ACCIN TAOI E. 2. NO SEPARATION FROM GLASS 6 REQUIRED WHEN PANEL LHANM S GREATER THAN THAT NOTED FOR RESPECTIVE MOUNTING CONWAKTION MOVE. 1. SDE QDA7AE9 REQLIA(FD FOR ALL SUIL00UT APHIS IN TAME AEOVE WHERE SIDE C1.03LME5 ARE FOOT USED VIM EUN.DOUT MOUNTING CONIDTTDNS, REQUOED SEPARATION FROM GLASS SMALL 6E PER OETA6 Y' 4. TABLE APPLES TO 8OTM up (WC.'N OR YFTTHOTT STIVU4 N OLTS) AND 2GO PAMBS, 66OM VITTH PAIL FASTENERS • 12S' OR 6.25' O.G S. PA"B.S MAY SPAN 34` MMIIMAM USING ONE (1) OF THE OPTIONAL TOP OR BOTTOM OLOSLAIS PER OPENING (PER DETAIL TC). USING ANY NOMTMG aWOMON SHOWN p THESE DRAWING& nOPTIONAL INTERIOR FASTENING DETAIL N.T.S. ANCHOR SPACING SCHEDULE: 22 GAUGE PANELS: PANE- FASTENERS O 12.5" Q.C. 2.5" EDGE DISTANii DESIGN ANCHOR - SPAN I* TO C-0' SEAR UP TO III - SPAN lP TO Ir1' i4l1 Tyn Cl C2 C3 C4 CONK tYMIMAX CI C2 C3 C4 SONN TYPE CL C2 C3 C4 1 ((�) -IV 1PpE 33 Its' 1&0" 13.8" 9.Y Its' 16.0" 9.6' 6.8" 12.5" 16.0" 6.6" 4.r 9.CO IF17FUr84MODN . IXTPM C0NX7 41 48 12.r III 12.r 16.0" 11.1", BSA' 9s &8' its" 12.5- MCI" 16.0" Tr 6.S474.7" S.r Itr 12.r 15_3" 11. ]-1 5.5' 5.1" 3.9' 3.r R1 -ice 52 Its" 160 6. 3 12.5" 16.Y 6.r - 4.r 6.25- 12.5" 4. r 3.2 6.23. 12.ff' 4.r 11' 70 x 1- 8M81D U{` 33lN1 33 S" 6. 11 1 Q' 1&0".E0.0' 12.5" 16.0• ! " 4.1 12.0" 12.r 36.0" 9.T 0.Y'. Hf.O ILlPI1C.T0M a46 Fat MAIM DONE 41 4 8 12r1&0- r+1 .0" 12. 6 3&0"€ISLE" 14.E "li. 9' 12 Jr 12.5' 16.0" 16. 0" 11.4" 9r 9.6" & 2" 12.r 2 1 .5 1&0" 16.0" 82" 6-Y 7.5"&4". 52 12.5 16.0' 1$O' 11.0' 22.5' 1&0" 9.0" 7.6` 12.r 16.0" 7.Y ' 6.1" A 12.r 16.0 9 .6 8.2 1 S• L 1 6.0 & T S .T 12.5" 1 6 0" 6.4" 5.4" 7 0 19•ED 1M 33 11r 1 ' 6.D 16.0 1& O" Y2s' 1&0" 1 I.d A" L3 t2.r & 1 0" my 9.r ALL SOUDSFT 11 (MILL 8F00 PY NANC'I 48 ILr 1 6.o• 1&Q• 15.6' 12.r 16.0' 11.Y !0.8" -. 12-r,16.0" B.r J.7` 12.r 16.0"14 .r 13.r IZ. S 16.0" 10. 4.2 " 1 ' 16.0" 7-5" 7.r 17.2" * Jim 52 12.5" 16.0" 13.6" 12.r 12.r M I_&O" 9.4" &r Its' 16.0' 7.6" 6.9" H'(ri"� 70 12.s 1&0":10.1" 9.3" Li.r 1&0" 7.0" 6.3" 12.r 16.o" 0.r 6.1- . r N9•® W 33 PAtBNIAa 11 (MR 31SD P31 < ODNN3 M * S2 2. 1 s - 1 2 s 2. 1 S" 1 la o^ M36.tP 16.0" _ - -- flb 0"i 0" 1&0 a 1&0• 16.0 14.1 1 43.0" 16.0", 60"� 12.r 12.r Y 12 S _ !&0" ._ - 1&ff i&0" 6(Y, 6CY, 16.1r i4.Y 3Lr - 14.8" Y1.4" !lr-16.0. -� 12 6" 9.r EELS" 4.0" .•r 11,6" 4.0" .•r 150" 1L6': 9.7- - - 106'B.Y - 70 -25" 12.r 11r 2.5" EDGE DISTANCE 3/IP. 1-ve ENDED 33 &25" 10.r v 6.25 7.1'. ELCO ULTMCON 41 6.2r S.3' ! 48 6.2s' 7.1" 52 6.2r 0.r v-� 70 ME 1M' x f-UP 84M 33 115' my &r ' &T' 6.2r 11.7" III 8.0" ELDD Ul7RALUN 41 1LS' 19.E 6.]S 9.S' 6.25, 6.8' (MAIL J000 Pet CMO 48 6.25" 11.E 625 0.1" F f 6.25 6.3- Y 52 b.25. 10.6" 6.2r 7.S i &0" ¢ 70 & 2s s p' U4' x 1-U4.8HSED 33 1LS' 16.0" T.$ 7.3' 12.r 13.4" 4.9" 5.0" 6.25" 9.2. YFW S.S. TAPCW 41 Izr 15.6" 5.T" 5.8" 6.25" iQIP 3.9"' 4.D" &2r 7.r 6 7t�( 46 IRS' 13.31 a- ' S 0" B 6.25" 9.2" 3.r . 3,S" 6.25 7. 6.2r 12.3• 4.5 ' 4.6" 6.2r 8.r ! 3.3' 3.r &2r 6.91 52 a2r 9.1" 3.3'- 3.4" 6.ZS 6.3" 0.3' 70 4" x 7 C EMBED U ! i3 115 16.0' 13Y ii.r 12.r 16.0" 92' 78` 125 16A' 4" = ALL-FOIMS SOIDSET 41 12S 16.rf' 0.7 .r 12s 16.0" 7.4" . 6 3" 12.57.14.f 48 12s mo. SLIM -2 7.8" 115" III III M 5.4 12-r 1S.5" 52 * 12s' 18.0' &4 7.2 " 1 Lr 1 6.1Y S.0 5.0" 11r 11.0' 4 0 70 12s' 16.0` 6.2" 5.3" 6.z4' 11.9" {,r 3.T &2r' iLr a.r 13.r Ix x 1-UY ENDED 33 ELCo PAREIMIE 41 Its" 16.0• &6" 5.9 6.25 11.5" 4.Y 4.1 0.2S` 7.Y 115" 13,4" CV 4.8" 6.25' 9.3" 3A' 3,3 6.25 6.74E • 6.25, 6.2S' iL5" 10.6" 4.2" 3.r 4.1" 3.M &25' 6.25" 7.9' 7.3` 6.2" 5.Y _ 48 * S2 70 _ 6.25' _ S.2" LAST PMEI INSTALLED FROM PI ERWR A04MMNT PANEL • X'-IOC 1' SS. SIDEWALK SOLT OR NAC3111E SCMYf 7NWI X' OA. MOLE w/ FM NIT a WASHEED WBIGINA j ON ASIDE FACE I X`-20 x I• M40FIFR SCREW STUD W/ WASNERW woosimm •_1_H{- O.C. I (ooFJEcrs F OTT FI MOUNT � EXTII SOON TO AD1AaMT L PANG) I BOTTOM HOLED ((AIM TYPE A8 REQ 0) I SPEED. PE AS RRN'DI YEIE OOSTIMG KDNOEI'E. ANLTNNMS ATff OFWRF 71EHoulo Y ROOK OR LUE GFAEN IN MOOR ROOD FRAHM SPACING TAME, • EACH PANE. ADYMCNT TO EGRESS ►ANEW ry OPTIONAL EGRESS PANEL DETAIL, INTERIOR FASTENING 3/4" EDGE DISTANCE MAX DESIGN ANCHOR SPAN LIP TO 6'+Y SPAN UP TO e'-C SPAN UP TO ir-r CONK TYPE C1 C2 C3 C4 COFIMI TYPE C1 C2 C3 C4 1.Y3NM TYPE CI C2 Ci C4 ►1lEEEIRIE TYPE (PIP) T F r EN6E0 U 33 11s" 16.0" 1&0'' SO.Y 12.5° 16.0" 16.0" 7.r 12.r 16.ff' 12.0' s.Z" LAG SCREW 41 12.5• 16.0 " & 1 0" & 8" 12s 1&0" 14.1" &1" Its"16.011110.1, 4.4' 48 1l - 26.0" 11I 7 s _ uS" 16.& 110" 5.r 12.5 15.0" 9.3" 4.0- 52 12.r 16.0" I&O" 6.Y 12s 16.0" 11.11 4.8 12.r 16.0" 9.0" 3.9" 11r 1&0" 11.Y 5.3" 12s 16.0" 8 .r 3. 6 2. 1 r 70 to - _ f A i i!r E418ED 33 12s t&0" 16.0` 30 .1" 2. 1 S 36.0` 11.4 7 .0" 12.r 1&0' 7.8 " t Its" 1L 16.0" 13 2" 8.1" 12s 1&0" 9.2" 5.6 12.5 16.0" 6.6^ 4.D" WOOD SCREW 41 48 MY' 16.0" 11.3" 7.0" 115" 16 0" 7 8" 4.8 115 ...0 ..1" 3.7" 52 12.5' 16.0"'.10A" 6I 12.5" 1&0' 7.2' 4A" 12.r 16.0"' &r 3.6" 0 p 10 12.5 l&0" ICBM 4.8" LZ.r 14 B" 5.1" 3.3 12.E r 14.2"'i S. O 3 U4' . 1-1 4• lSRaED / 33 i2.5" 1&C I5. 6" 12. 16 ff 10. 8" 11r 1&0" 7 " .4 TAP Ga1P AS 41 - - 12.5 16.0 116 12.r 10.ff 8.7' 12.r 16.0"' &Y b * .MF 52 ___ t&0- 10.E L2.r 1&0" 7A' IZ.r 15.9" 5.8" 12.5" 1&0- 9.9' 12.r 1&0- 7.4" 12.5' 14.0' 5.1" ' 12.r 70 13.S'. 4.9' 7 Ie x EMO1D I 5$ 33 ALL wLNrs eRAu 43 WOOD BIL4/HINQ 12.5" 12S" 6. 1 0 I6.0' .1" 7 _ .r 8 3' 12 .1-- - 6.6 1 .r S.9" 2__ YS.__ 12 r 5.6" &1" 0.2r . - - - 4.r 4 " .2 &2r 10.6" 9.0" 3.3' 46 - 12s ESA` S.8" S.0' 2r &�� 10.E 3.Y 3.r &2r 8.r 3.0' ( S2 12.14.Y S.Y 4,r9.Y�3.6" __ _ _ a'*�• 70 6.2r_10.6" 3.8" 3.S" 6.25 7.3" 6. ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 1 ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, d ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON AND D SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SE[ECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3. 'PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS (-F'-TRACK. STUDDED ANGLE, ETC,). USE &25' O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL -W- AND -U•-HEADERS (INCLUDING BUILDCUT CONDITIONS). 4. ANCHORS SHA LL BE INSTALLED IN ACCORDANCE WITH PViNR1FACTURER5 RECOMMENDATIONS. S. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK. 6. MINIMUM EMBEDMENT SHALL Of AS NOTED IN ANCHOR SCHEDULE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. WALL FINISHES SHALL BE LIMITED TO 114- MAX OR SMALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. 8. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED 7D UN -CRACKED CONCRETE ONLY. 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING TO 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 NOMINAL 2• X 4- (MIN.) WOOD STUD (% EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE -SOUTHERN PINE` G"O.SS OR GREATER DENSITY. RAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEIR HEAD. 11. REMOVABLE ANCHORS ARE: ELCO PANELMATE, ALL SOLID -SET d BRASS BUSHIMG. 12. MACHINE SCREWS SWILL HAVE I/r MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT} U.N.O. 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14. M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USE$. is. * DIRECT MOUNTING CONDITIONS. 16. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. IS-2394 M rg �. G EAACPKAE NV! PNAx. 31J2]IID �IATWOP SNORT LEG NW - RE NEVBEW TOWU106 MNG la . a ►I4 TR SUE" DAIU'-A MPwIE eaDC. (TIP Au 9'!Oi) GLASS OR J DOM �M1K PEASHNOWTIDN � ID7 2 FNI sa+EaKE 3¢ i SaouE FDA PAN I aa.E i TT'/ NEMIROW I OAW ... TUD ANMESEAT TA OIOSPIS FNIDIN OIlE. SRID AMi& DErAOF oN 1185 Swl7 A�M.V 7 II - _7'1� F ..a.w amiLl �_ S N I" X•a6xX• eN®raG OODUFA, HOLLOW _ 2 �• CIPA L - I1 PASTlEYN7 KOOK OR WOOD "I (su AROEIR LOEOIAE Somme MR FAX JMOAD USW ON "m OF F -OUT MOIMIT 1K110N STIFICAAE) '01STA/G MOCK (:ONUFN. "OLLOW OR W(XOD TWAMNO.58 4 ANCHOR SOIW. SASED ON TYPE S' R61SW1 . R .... ,ANI >�RRE MTII NAAK In) " EM0. (•IAMB D.46r L._ ibta E` L EDO J- D15T. OPnDN. NO AFrYHG F1KIN4TON I (I I GLAZING NCI. fR.A55 SlA'ARATON PER SCHEDULE t__� 1}jF AE( V eHOLLOW nsONa J/ ----- "I'". MOOR ORM.x1D E 9H AIIC ANCHOR ON SOEO. .NSW ONTYPEO MOAIE ONLY. EtISAC1IEW !•TRALFjDMECT FIDlINT 9lGTIOM ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS/ PANEL FASTENERS O 22.s D.C. ft GLASS OR U COUNQMD-IIIom SWnQ" - SRVCINO 2.5" 9M DISTANCE III "" 1 Bum ANCHOR murso E TYPE SPAN UP TO 8•P SPAM UP TO s4r SPAN Up TO 12td• DaIFH TYPES Cl C2 C3 CA N°.OIW C Q C3 CA Cl Q p fA I xi•3!{'flAbED 33 ELLO VLTRACON 41 Uzs/emCONNIT 48 52 70 12X I&O" 14.7" 9.9` Its' I&0"'iD.2" &8' 12.5" MW 9.1• &I" Iz.s 16.D• 11.8• &Y 12.r Yb.W s.Y? 5.6• 12.s 16.0` ei" S.S 12.r 1&ft 10.1" S. 12,r 1&0" &1'- 5.4' 12.5- 16.0• e.i" SA- 11r 16.0` 9.r 6.3' Mr 16.0` &1" SA' 12.s 160' 9.11:5.4. 12.5" 16.0" 8.1" 5.4" i 16.ff" &1'; SA' Its' I&ff 8.1" 5.4- 114'.1-30' SNEED 33 ELCD ULIRACON It (mxN6�co"Q 48 µ�.�, 52 q"- 70 12s 1&0^ 16.0" 16.0" Its" 36.0" I5.0" I2.0" 12.r 160 33A":20.r 12s 36.0^ 1&O' 13.Y 12s 1&0" LLI" "' 12.r 160" 12.0"' 9.6" 11r Ma" MV 11.Y ur 16.0" 11.Y 9.5" 12.5" ,16.0° 1191'9.5" 11s 16.7M 13.r 11.0" 12.4' 16.0' 11.9" 9.5' 12.5 IS 0" li 9"' 9.5• 12.5- 3b.D' EELS" 9.5 125 16.0' EELS' 9.5" 115" 180" 119" 9.5 IM-.7M' FYA� 33 ALL -POINTS SOILD-SFT 41 RMR HOOD TST LOFC) 48 * q.E1�N1 52 y'� 70 115" 16.0" 16.o" 1&0" 12.5' 16.r I5.7" III 12Ar 16.0" 14.0" 11.9" 12.Y 11LV 16.0" 15.6" Mr 16.0 116' 10.8` 1LS' 16.E lzs 10,7- 11r 16.0" 15.6. 13.r 11r t6.0' Its,, 10.6" Its" 16.0" 12s' M6" 11S' 16A" 144" 11r 12.5" 16A" IL5" 10.6" 12S 16.0 12.5 10.6" 1Zr Is.O" 11s- 10.6" 12.5" 16.0• us 10.6• us �16.0 11r 10.6" II 1.3/4' EPGM 33 ELCO ►AIELIMTE 41 (MCI TISO PSI DONCI * 4d gm 52 70 i1r 16.tF' 1&0" 10.0 11r i&0" 16.0 14.Y 12.5" Mr 164' 116" iLr i&r 1&Q• 1&0" 12.r 2&B• 15.E 11.4- Its" 1&Y ISb";Il.r 12.r 16.ff 1&0" 14.1" 11r 16.0• IS.S' 11.Y 12_in IPA" ILr 16.0" I&0' 13.0' 12s 16.0" ISs' li.r 22S' r 18.0" 35.5 ll.r izr 1&D' ls•5" 11.Y 12.5' 1b.0" ISS" 11.2" 12.r 16.D- 35.r lY.Y 2.5" EDGE DINTANCE SEES'. i-UN FlM® 33 1100 ULTRACOM 41 48 amm- 52 H-� 70 6.25 G-X5r 6.25' 6.2r Iz5" IO.r 0.3" 7.1" 6.r 16.0" &5" 6.2r &T &2r 7.3" Il.r 62r &2r &Y 10.r IW. 1.1l4•e40m 33 ELCO ULTRACON 43 48 4 52 70 12.r 6.2r 13.r i1.T &tr 6.2r 9.r 9.r 6.2r &2r 9.P 9.r 9.T 9.r 6.2r 6.zS' 20.6'9.r 9.r 6.2r 9.r 6.2v &2S W V4".I.1/4. DOES 33 ITW 5S. TAPROOM 41 48 a--:- 52 (t-""^"'�� 70 12.r ICU"' 7.r 7.r 1Lr 13.4' S.r 5.0` &2r 110' 4.b" 4.r 11r i5.b" &0" S.6'° 6.2r 10.8" 4.2" 4.0" &2r 10.r 4.L" 1.0" 115" 13.31 5_t" 5.0• 6.2r 10.E 4.1• 4,O" 6 25" 10 7" 4.1" 4.0" CIS" ILr 4.T 4.6" 6.25' I&V 4.1" 44- s.2S 10.r 4.Y" 4.0- 025" 10.E 4.1" 4.0' 6.25" IO.T 4.1" 4A" &zS 10.7' 4.1" 4.0" JW .7M ENDED, 33 AU.4OINTS SOUL 41 48 * 52 70 12.r 16.0" 14.1" Il,r LIS" 16.0' 9.7• 7.6" L1r III &r' 7.0" 11r 36.0" ll.r 9.1` 1Lr 16.0" 7,6" &3" 12.S• 16.0" 11, 11. Its" 1&0" 9.7" 7.9" Itr ISO' 7.r &r 11r 16.0• 7.7" 0.r 12s 16.0" &9' 7.2" 11S 1&0' 7.T 62" 12S 16.0' ].T' 62" 12s 16.0" 7.r 6.2" 11I_ 1&fY' 7.7" 62' 12r 16D" T.T' 0.2" U4". 1•U4"ENBYD 33 FLCO PAMElMATE 11 46 52 70 12.r 16.0" II 5.9. 6.25" IRS' ALCM 4.3 &25' 10.r 44" 3.T'. lzr 13A" SY 4.d` &2$' 9.r 3.b" 3.3" &2r A2" 3.6" 3.3" &2r 11.5' 4.{" 4.1" 0.2r 9.Y 3.5" 3.r 6.zs 9.r 3s' 3.r 6.25. 10.6• 4.1" 3.8' &25" 42' 3,r 3.3• &Zr 9.Y 3.S" 3.3" &25' 92' 3.5" i3' &2r 92" 92" ANCHOR SPACING SCHEDULE: 22 GAUGE PANELS; PANEL FASTENERS O &25. O.C. 2.5EDGE DISTANCE -- MAX Do"" SPAR UP To 6-0, PM TO V-6' SCAN UP To 1 t:CNN TYPE DBNN TYPES .XI TYPE 1 ANCHOR PREBEIIRX TYPE (PIP) CI C2 C3 C4 Cl C2 C3 CA Cl C2 C3 CA 1V x 3-3N" 94OW 33 EGO UL7RACON 41 (MIN ISN6 PSI Comt} 12.r 12.r MW t&D" 13.8" 21.1" 9.9" &0' 12.5" 12.r 16.0" i6.M 9.6" 7.r Cr 12s S.r i2.r _ i&0" 14.6" 6.6" 4.7" S.r 3.8I 48 12.r I&0" 9s 6.8" 12s 36.0" 6.6" CrI.T 62r Iz {S' 32" 52 ILs 1&0• ... 1 LS" I- &3' I.Y 6.2r' Ils' 42" _ 70 1Lr 1&6' G,r _&_r 4.T 6 J-S" ILr 4. r 3.Y 6.2r 1 &s` x 1- 4- EE6tfl ____ 114 13 ELCO IA711ACON1 41 (MAP 104/rsi CaNO 48 iL r 12S' 3 &O' IPA" 1&0" 1&0' 6. 1 0" 13.Y 12.s 12.r 16.Y=14.1" iL0" 11s 0.0"'1Li' d" 12.r 1 9. 3&ff" 9.7 1&0". 7.8" 0.r &6" 12.r 16.0" 14.E u.Y 12.r 1&tl" .r 11r 9 .2 1 .0" 6 _ .7" 8 , 5 .6' S2 12s' 1 .0 6 13 A 1L 0" 12.- r 1 T 1 - &o" 9.ff r zs 1 .0 61` s.r 70 i2.S" I&0" 9.8• & " 2 12.r 10.0" 6.7" s.r 31r 12.6 4.6" S9" f 4 7 BM•D /6• U J3 ul-PCMI950176�f ♦1 FOR TOED PSI ( LON4 12s' 12.r 16D" 1&0" 1& 0" 16A" 1 0.0 15.W' il.r 32.5- 16.6 1&0" 1{.8 13A" 12,r 11.9"110.8" 12.r 16.0` 56.0" 10.1" B.I' SLIM 7A" 49 12s i ' 6.0' 14.E 13.r 2� 1 r 16A" 10.2" &Y i2.r 1&D" 7.0" 6.r * R 12s' 1&0" l3.6` 1Lr 1Lr 18.0 9A" &S" iLr 1&0" 6.4" S.r 70 32.r 16.0" 10.1' 9.3' il.r 16.0' 7.ff' &r L2.r 13.Y 4.e" 4.r 4 . r MIND U 33 Ei.C)FANRNMYL7E 41 NON 3350 PSI ( Cdlq 48 12.s 12.r 12.51 3&C• 1&0" 16D" 3&0' 1&0^ 16.Y 1&0" 16.0 31.1' Its" 12.r' 12.r.16.0 1&0' 16.0 la.o" 14.2' 1zs 14.8" 12.6" 9.T 12S" t&D 1&O" Iz a" 9.r * 52 �� 12.r 1& M 16. fP 1 3.0" lt_S" 16.0" EELS" 9.0 12s 9.0 12.5 1&OW 1&o" &0" &VEILS" 7D IZ r Y0. D" 2. i s 9 .r 1 2.s 16.0" 8.4 &T 11 t&o" 4 2.5" EDGE DISTANCE 3116 .1-I/4"P!6>® 33 625" 103" 6.2r 7.1" K V ELCO 1ATRACON 41 6.zr d.r 40 6. r 7.1" �a 52 0.2S" b.r R1 H-� 70 12.5' 26.(Y 62 6.7 6.25" li.r .f 6.2r &0" 1/4'.1-U4"EMBED 33 ELM ULTRACON 41 u.r 33.E ( 6.ZS' 9.r 6.2r (mummoo i1om 444 6.2s 11.r 0.2r III [_ 52 6,2s 30.P' 6.25" 7.5" i $ U4" . a Us• e►BED 33 i. 6.0" 7.0" 7,3" ll.r 13.4" 4.Y S.0" 6'2S' 9.2" 3 jd (TW S.S. 7APC0FN 41 12-5" 15.6 S.r 5.8" 5.25' 30.8" 3,Y {.O" &2S' 7A 70l 48 Itr 13.r 4.8" S.0' 6.2r 9.2" 3.r I.S" 6.2r S.r 52 6.2r Itr 4.r 4.6' &25" 8S" 3.1 3.r 5.8" - 70 6.25" 9.1" 3.r 3.4" &25" 6.3" 4-3' N.7 u !Lr 33 11r 1&0" LILY 11.r 11S" 10.0" 9.Y 7.b" 12. 16.0" s s. s ALL -POINTS SOLD -SET 41 12S' Mir IO.7" 9.1" "" III 7A' 6.3 12.r 119" 48 12s' 16.0" 9.1" 7.8" 12.r 1&0" b.r 5.{" 6.2s 11.9" * ( 52 12.r 16.ff 9A" 7.2" uu<r la0" 5.8" &a" 6.75` I1.0" "'��7dd 70 Itr 1&O" &2" 6.J" GJr II.Y 4.r A7" 6.2r &2" U4'.1-U4•EMBEO 33 11r 16A' &a, 5.9" a.25` 1Lr 1.2 4.1 8.z5` 7.9' ELCO PAP[RMAIE 1 4 1. S' 1 13A" 4. 4.8" Y 6.ir I.Y. 3.4" 3.r 6.15 * 40 52 6.2r 6.25" 115" 10.8" 4.2" 4.1" &8" 7_r 6.2r 6.2r 7.9" >.r - S.4" S. 70 6.25" 7.Y S.4' 3.r MONTHS CORI HOLLOW MOLL OR WOW "AM@G SEE Ax1O.IR SCALED EASED ON 111E CP STNJCOSE. MOCK OR SOOD r►APBNE we 4 OF SrNuCf%Nfi. r *. lA� N . * ', [NISm P S� '4LF . ILL i A. fll < AS L9 o� Ida GtAEe OR C AN K G FAsl EMEA"3 9 NA N < Q g1l III �12 fI 3I i C Lu III 3/4" EDGE DISTANCE 11 NAX AIICJOR PIIdpIRE TYPE PEE° SPAM IA TO 6-0' SEWN UP TD BAY SPAN OP TO lyd" C NAM .�TYIE a La C3 C4 STY CI a C3 C4 CAW TYPE Ct C2 C3 C4 UP.remm 33 LAG SCREW 41 18 52 70 12s 1&6' Mr Mir 32.r 16D" 1&(Y' 7s' LLS' 16,0" 1&0' &r Its" 16.0" 1&O" e.6" 12.5" 16-01 1SAr &1" 12s' Y8.0" 14.8" dff us 16.6" 1& H1a 7 " .S I2.r 1&0" 14 7" &ff' 12.r 16.0- 14.E 6.0' 12.4' 16.0" III 6.9" 12.5" 16D' 14.r &0" 12.r I&O" 14 r' 6.0' 12.s I&0" 14.r &o" u. r 16.0",14.r &0^ 11r I&V 14 r &0" J34.11lY 8NBE0 31 WOOD SCREW 41 46 52 70 12.5• 16.0. 1&0' 50.r 1Lr 16.0" 12 I,! 7.0" 12.5" 16.0" 1DA- &2" its 16.0" 14. -i 8.1' 12 i .r 16.0" a_ - 9 r 5.8" 12.s Y&ff' 9 r• 5.6" L2.S" 1&0" 12.0" 7.0' Mr 16.0" A6" 5.6` 12.5" 16.0• 9 6" 5.6' 12.5" 1&0" 31.E 6.4" YLr 16.0" 9,6" 5.61 12.r 1&ff' 96` 5.6` L2.r 16.0" 9.6` ' S.61 12.r I&W, 9.6" 5.6" 12.5" L6.0" 9 6" 5.6' LW. i•loW 33 HAP GI YFAS' 41 *y, 48 N�� 52 70 12.5" 1&0. 16-Jr 1Lr I6.0" 11. 12.5' 16.0" 10.Y Its" 16.0" 13.r 12.r L6.0" 9.Y 11r 16.0" 9.r 12.5" 12.5' 16.0" 1L4' LLr 16.0" 9.1" Its" 16.0' 9.1" 1&0" 10.r 12, 18.0" 9.1" 116" 16.0" 9.I" 12.5" 16.0" 9.1• 12.5' 1&Y _ 9.1" 12.r Y6.0' 9.1" !16' x Sid' 8(9ED 33 ALL POINTS MASS 41 WOOD BUSHING 48 'T` q„�y 52 L1 70 L2.r 16A' &6" ? 7.r 12s' IS.r d.0" SLIM 12.5' 13.8' S.r #.S" u.r 1&0" 7.0• S.Y u.r 12.r 4.8• 4.1" 6.zs t12.4" CS" 4.1" I2.5" 15A' S.9" 5.0" 6I 12.r 4.r 4.0" 6.25 •12.r #.r 4.0" 12.r 34.Y is. 4.7r 6.25 12.r 4_r a2s ur 4.7- 4A' 6,2r 12.r 4.7' - #.0" 6.25" lu.r 4.T 4.0" ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. IRA)OIWM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SMALL APPLY. 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, a ANCHOR TYPE. SEIEGT DESIGN LOAD GREATER THAN OR EQUAL 70 NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDEIMPIUnON OF CONNECTION TYPE). 3. 'PANEL FASTENERS" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING OKTRUSIONNS (-F'-TRACK, STUDDED ANGLE, ETC,). USE 6.25. O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL -H'- AND "U`-HEADERS (INCLUDING BURDOUT CONDITIONS), 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RE00HIIMEHDATIOFLS. S. HOLLOW BLOCK HOST STRUCTURE SWILL CONFORM TO ASTM C90 BLOCK. 6. MINIMUM EMWO4EET MALL BE AS NOTED IN ANCHOR SCIEDLILE. 7. MINIMUM E'IBED14WT AND EDGE DISTANCE EXCLUDES STUCCO. FOAM, BRICK, AND OTHER WALL FINISHES. WALL FINISHES SMALL BE UNITED TO 1/4' MAX OR SMALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. 8, CONCRETE ANCHORS NOTED HEREIN SMALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY, 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MSS, MDT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAING, FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL r X 4' (HIV.) WOOD STUD ()'� EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE *SOUTHERN PINE' G"0.55 OR GREATER DENSITY. LAG SCREW/ SHALL HAVE PHILLIPS PAN HEAD OR HEX WAD. It. REMOVABLE ANCHORS ARE: ELCO PANELMATE, AIL-POWTS SOUO-SET a BRASS BUSHING. 12. MACHINE SCREWS SHALL HAVE 1/2• MINIMUM ENGAGEMENT 4T of THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O. 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14. SEE DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. I5. * DIRECT MOUNTING CONDITIONS. 16. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LILTED ON THIS SHEET. 15-2394 .( C0 3/4" EDGE DISTANM * . * Ny gg MAX D68iQY FI ANCHOR SPAN w TO 6'-W SAW LIP TO S+r SPAN UP TO frr 11 LOAM � ' Potiovi IE G TYPE (II COW TYPE Sm TYPE �IiPE CI (3 C3 C4 CI C2 C3 C4 CI c2 C3 04 Q.'•- %N`js=• NL TA M x 2" EPBED 8 iD Y 11r 16.Y 16 Y 7.r 12.r 1&0" 1L0" 52" LAG SCREW {1 12.r 16.0�1 6.0" &8" 12.516.6 is 1 8.1 12.3" 16.0" 9.6" 4.r z �,�T 48 52 12.r i2S" 16.0" 1&0"F1&O" 1&0" 11�� 7.5" 69" _ 2 1 S 12.5" - 1 . " 60 16.0" - S. -- 1 . 2Q" S. ILs IIA"(4.V' 12.r 1 16&.Q' 76 S3r" _ g g i L`3 W tl 4 70 - 12.r 10.0" - LICE" - S 1' SOS' 16.0" S_ 1. 3.8• 12. r 15.6" 5.6- V Y m a W .4 1V J14a f• DTeED 1!N' 3 3 1Lr 1b.0" 16.0" 10.1• ILs 3 .0" 6 11.4 7 .0" 12.r 1&ff' 7.8 4.B" RECOIL SINEW 11 18 12.r 12.r 3& 0" 16.0' 13. ' Y EELS" 8.1- 11r 7.0" LEI 1&0" 36A"" 92' 7.8" S.6' Its" 4.8 Str 1&0" 14.8" &r 3.9"' 5.4" 3.r N (C� 52 Itr 16.Y ID. 4" &1" 1 r 1 1 &0" 72' - a` 4. 12 r _- 13.6" A. 9' 3.0` O ar C TO 12s L&Y 7.B" 4.e" iL r 19.8" 5.4" 3. r &III 10.1' 3 m Im C i < Y Y l• Bld® U :!4 i u 33 12.r 16.6" 15.6• 12. _ _ r 3&0. 10.6" 32 S 16.LY 7.4' TAP MUP%7W 4I 12.r I6.0" IL6' 119' 16_i' 0,T 11S S6A' SLY U) ..II,� 12.5"�t0.D' 10.E MS" 16.ff 7.4' ILs 14.0• 5.1" 'T� 52 12.r 16.0" 9.Y ! L1r 16.0' &Y 32.S" 12.9" 1.7" 70 11r 10.0" 7.1. 11r 14.0" 5. t" 0.2r 9.6" 3.5" 7 6• x n s/e E4TM 33 12.s i16.o" S. 7.r Its" s ls.r s.b• s1" &2r 1 . D r 3.Y 3.s C7 ALL PCMRYO BRAN 41 12.r '1&0" &6"' &Y lLr 1Lr is 4.1' &2r 8.6" 3.1• WOOD eu'semKt " t3 9 48 12. 1 6.75' 10.r 3.9 3s' 7 629 .3 "', ELyaNL S2 12.r 14.2 S.r 4.T 6.25" 9.Y 3.6' 3.2" 625" ...((H 5.7" Rti� 70 8.2r I&6" 3.8' 3.S' 6.75` 7.3" S,0" dI� ANCHOR NOTES : V'x I 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED N .+ Pf IN SPAN SCHEDULE SHALL APPLY. Z. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPIKING, THE EXISTING STRUCTURE Z- �R Ps' Pa a MATE 8 ANCHOR TYPE. SIELEC'P DESIGN ROAD C7tEATTA THAN RUU., OR UAL TO NEGATt1iE DESIG EQ N R ,q' N LOAD ON SHUTTER AND SELECT SPAN GREATER THIN OR 7D SHUTTER SP EQUAL A,NSELELT CONNECTION TYPE RASED ON APPROPRIATE MOUKMtG CONDITION SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION ON OF CONNECTION TYPE). 3. "PANEL FASTENERS" ORE STUDS USED ]N CONUINCTION WITH ALL MOUNTNG EXIRim(3Ns ("F--TRACC, STUDDED ANGLE, ETC.). USE 6.25' O.C. PANEL FASTENER SPACING TABLE VALUES FOR � ALL "W- AND "U'-HEADERS (INCLUDING BUI DONT CONDITIONS). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. j S. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. L 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, MUM !CAD OTHER WALL ppi FINISHES. WALL FINISHES SMALL BE LIMITED TO 1/4- MAX OR SHALL BE VERIFIED BY OTHERS TO +9 ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. d 8 [ 8. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELDIt VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT RYYY000. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SWe CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL r X 4- (MIN.) WOOD STUD (y4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD it FRAING). WOOD STUD SHALL. BE -SOUTHERN P1ME` 0"0.55 OR GREATER DENSITY. LAG SCREW SWLLL. HAVE PHILLIPS PAN HEAD OR HEX HEAD.i REMOVABLE ANCHORS ARE: ELCO PANELMATE, ALL -POINTS SOLLD-SET A BRASS LASHING. 1R 12. MACHINE SCREWS SMALL HAVE Ur MINIMUM OWAGEME T OFTHREADS INTO THE BASEANCHOR DaraaaulRAALaEMNm� A.It. E EITHER � HEAD, OR HEAD LFIU.N.O. MAY DMENT 15-2394 113. MINIMUMEMBEDMENTEM EBEAND ANCE EXCLUDES STUCCO WALL 14. I! OESIQMA7ES ANCHOR CONDITIONS WHICH AABE NOT ACCEPTABLE USES. 15. * DIRECT MOUNTING CONDITIONS. 16. (SNEAK INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. 8 }J a) N (n Cu N }P (D Q = N Q- O O .0) V Cu � 0 , N O LL co .� AV O Q }J C_ m /-6-0 Q -0 .- VJ IIIIIIIIIIIIIIIII 4 ;! Lu I Cn �P CD (1) nW, W U)) v CV O L_ CNIN Q CD 0 C m O L_ 0- V W ''^^ vJ Mcu W LLI = Q Z Z Q J (l SHEET NO. SH 1.6 � _� N r