The URL can be used to link to this page

Home My WebLink About36125 Stable Wilk Ave� Version Changes � Ver. #: Description of Changes 1.1 1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING N N A IMISM LEN NAR TAM PA DIVSION 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 5TH EDITION (2014) FBC PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 5TH EDITION (2014) FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP. 3 REvjEw CITY oiz. DATE PLAN EkAzzp/JFA _ c 1N�R �O'�2EPyYRH/�� FLU � 4. ALL OPENINGS SHALL COMPLY WITH 5TH EDITION (2014) FBC WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 5. ALL DOORS INTERIOR & EXTERIOR ARE 6-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 6. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) INDEX OF DRAWINGS SHT NO: TITLE A COVER SHEET Al FOUNDATION PLAN A2 1ST AND 2ND FLOOR PLAN A3 DETAILS A4.A 2ND FLOOR - ROOF FRAMING PLAN A A43 2ND FLOOR - ROOF FRAMING PLAN B A5.A EXTERIOR ELEVATIONS & ROOF PLAN A A5.B EXTERIOR ELEVATIONS & ROOF PLAN B A6 1ST & 2ND FLOOR ELECTRICAL PLAN A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M/S FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6M/S WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS Sil 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 SHIA 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. a u, Q = W H ~UZ W ❑ao LL Q o Waco � W = ~ N WOE wUU OW �� N LLJ �Zm qy N ®$LO =Oo F- F- 2 0 n �s QF-Z H❑O wu' Q -� 4( }ZF_ tL � ❑ �=OW v , , i Q W Q Lu W F_ W O Q ❑❑ w _ FF_ FF_ E '0 W L. q 0 nCO c 4— NU O- coo M - = � o o Tti1o� Oro V!Z u6N o •� V W CL� 7 L O M 0 �a�� 0 LLLLI (Q� ❑ LLI f/j W 0 F- W�2_j W Z 0F W��Yz �p 0 U Zo��V0P OzgO0Q ap�LLp00mJZpnW ZzZQ V n L Z _ YO"-W��a jCL Z0 _�6moQ 02Fw<w a 2 pQ =O 0¢Q�Q < O O 04 z OF (n O ce)O Q w M LL^ r, QWQLo cM 00 Q U Q Z I— W W O N 0 N a� N o c p 'u0—i N 1 Lo o Z Z -ZO N Wur> oww oo- NU OQ > 0 frz OOfI- r� Q ~m0z F- = Z (= v J Z Z ,—�5. ZW 0a�w ZZLL �W OQ Lzz ;j z �Qo U z U O 0 a. cr Z Q Z z W C) W '^ o LAST PLOT DATE >(V Dec. 21, 16 z o J COVER SHEET � O i N It 13 42" X 42" A/C PAD 30'-0" ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) 6' X 3' 1 • 3-1/2" MIN. 3000 PSI CONC. SLAB 4'-8" 5'-4" 3'-4" 3'-4" 3'-2" 5'-2" 1 5'-0" FOR HERNANDO COUNTY ONLY • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER — 6 MIL VISQUEEN VAPOR BARRIER 1 1 2'-0" • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY HB • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN 0 k�.� �'� x� 0 0 0 0 1 0 O ALTERNATIVE TERMITE PROTECTION TO 1 SOIL POISONING (TYP) o � 2 — Cn 1 I I I - 0 1 C) - 5 o o I ' C? I (V CO OI 04 1 V-2" 1 V-7" T-T' M C.J. — — — — — — — — — — — — — — — — — — — — — — — — — —1— — — — o I d M -------------- I 0 p O I I M REF INK I 0 9 1 0 �* 15'-3 3/8" 5'-3 1 /2"cc 9 1 O ` \` S3 ----- `1 4 71_ I bo 0 0 M v LAV 04 - lV O 04 I ELEV. W/H � I I b (-) 0'- 4" I o 0 ' 2U7 I 1 II I U b C.J. ^cC o I i S3 I 0 4 10' 8" 9' 10 7/8" I 5 I ii o 0 (D I I o —--------- -- I I M N 0 i O N 0 j LLB r 0 0 5 I 5 —L w I Zh 13J i 00 0 0: 130 S3 I I 1 i 5 1 3 5 6 M �r o 13 L 0 00 `/Yj �x �� 0 13 13 1'-10" 16'-0" 1'-10" 1 7'-4" a 1'-4" NOTE: ELEVATION- (-)1-1/2" FFF. ELEVATION CAN BE NO MORE THAN 1-1/2" 10 21'-4" 10 8'-8" BELOW TOP OF EGRESS io 1 DOOR THRESHOLD. FIELD 30'-0" _ VERIFY. FOUNDATION PLAN B 1 /411 = 1'-0" 13 NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R 0 = FILLED CELL W/(1) #5 VERTICAL 0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS 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 O THICKEN EDGE TO 8" O2 1-1/2" DP X 9 1/2" WIDE RECESS O3 3/4" DP X 13" WIDE RECESS O4 16" W X 16" DP CONC FTG W/ (2) #5 RODS CONT. O 20" W X 20" DP CONC FTG W/ (3) #5 RODS AT 6" O.C. CONT O 24" SQ X 16" DP CON. FTG. W/ #5 RODS AT 6" O.C. E.W. O7 BEARING WALL U) J Q =w w�. ~UZ w> Q t~i Q co p J fn 2 o _wa- w - F_ s ' N Zp 0 w. L,,�, � wOU c I ' • . LO Q w F- OF- ... � IM, ,� _ O �z�_.L < U z W �1:3 m Z W 0 Q_ Q rzzlp, . C, = w w =0� �H Q 0 ^ a W L �0 c) N 5 u ° ^__ C EOM ro o OLLo �Q •V W Q�4 N L o E 70 0 r�l 00- W W w wW<�O�J Q' zaZ z 0 U Q < C) <OR-jww �cnO�OZO it 02c O0tL�O !OOm�Za0 O O C� O z (nerd j�ww�wzm<0 a_ U- ¢�¢Ow_Q�zwZ��0 0w ; t F- o x 0 � �wZ Q p Q IL Q O F_ Q w i O O N Z O� >(n0 0 L_ () O Q �n (M � LJ^ ti Qw<Lq W 2 _M ZCU�� z� W W J O O m (O CD co N O N i d1 CV 4 O o O ' O LO O z z Wc)r- W_O w U)N > F_0�0- N > z W LO� Q o w-5 zW�� V) Q ~ m O Z W c�p�w ce Z Ti zw0' OagZ LL r- W M W U w aa- >_U) ry . e U Z vg 0 � z Al Z w J /^ LLJ O 04 LAST PLOT DATE >N Dec. 21, 16 O FOUNDATION J I PLAN B m J S6 0 N It 7 NOTE: SEE SHEET S-11,12 '1873' FOR LINTEL CALLOUTS & DETAILS 10'-0" ❑ 01 LO 5068 SGD ❑ DINING ROOM 12'-0" X 9'-5" 8'-8" CLG 1 2'-4 3/4" 1.1'-11" 2'-9 1/2" T-1" 7'-0 1/2" 13 A7 30'-0" I I 14'-8" 5'-4" I - SH 35 I LO HD AT T-4" I I tHB ❑ ❑ ❑ ❑ O ❑ LIVING ROOM 17'-11" X 13'-3" 8'-8" CLG 5-11 3-8 I I 2X4 KNEE I WALL, TOP AT 34 1/2" I 00 Cl) o 4'-11 1/2" 7 5/8" I III i 11❑ REF ii N FLR _ -- --------- LO � LINE I F- ❑ - =Q 2 A7 DW KITCHEN I 14'-1" X 9'-6" ❑ A7 8'-8" CLG —;L 2068 A7 RANGE FLR 6" WALL C? 1 W/ HOOD LINE � I iv PANTRY co)) � � o _ ❑ (4) 16" :: � 4 0 iq DP `� ❑ % TB I FLR N LINE W/H 4" INSULATED 20 MIN FIRE , BRG WALL CLOSER I ❑ N CC 4" INSULATED AP LINE O❑ 1PROTECTIVE BRG WALL FLOOR BOLLARD 22"x36" ABV ATTIC ACCESS 11 ❑ CC ------ 42" H. S3 _ 10 LOW SLOPED ❑ TWO CAR GARAGE 9 WALL 20'-1" X 20'-0" 8 � 36" HIGH ----- ❑ CONT. g RAILING -- 5 LINE ❑ 4 _. LINE OF GARAGE IN - - _ _ - - _ _ - ----- 3 FOYER ❑ (OPEN POSTION cl, Efid UP ❑ ❑ ❑❑ El❑ ❑❑ SH 1/2 3�4 w HD AT T-M I o TEMP.G SS O 3'-7" 4'-7" 16070 1 46" 1 ❑ ❑ ❑❑ _ ❑❑ ❑ ---I — — — — ❑ ❑ `! ENTRY LINE OF I 8'-8" X 4'-4" STRUCTURE ABOVE 2'-8" 16' 0" 2'-8" T-4" 1'4" 21'-4" 8'-8" Ir 30'-0" FIRST FLOOR PLAN B 1 /4" = 1'-0" 4" A Co If J S6 00 ti M - CV N FL W o =QE_ N �ow mzo W F_ Q A7 TIE BM 13 AT 8'-8" 3 A3 N Cl) N 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 ROOF BELOW I 1'-4 1/2" 28'-7 1/2" DRAIN I SH 25 SHWR HD I HD AT T-2" & VALVE EGRESS U' (4) 16" I v R & S ---- DP SH i I co - Y d 2068 BF M 0 ,- 0 4 CV t, 2668 MASTER BATH /V1 5'-5 3/8" 5'-3 1/2" LO FLR N 6 LINE F FLR LINE A7 _ 00 0 N MASTER SUITE I v0 I W.I.C. �� ) 14'-7" X 12'-8" 8'-0" CLG `° � m �,�� TB S&R I _ ---- R & S (2) 2068 BF P I N co N BEDROOM #2 LOFT - 10'-11 " x 10'-0" AHU 14'-7" X 9'-1" I rn 8'-0" CLG 8'-0" CLG I `� A/C RETURN I UNDER DOOR - I 26 V- CD 2'-10 3/8" 2'-7" r 3-4" 11" 2'-11" 4'-8" 3'-10" I 5'-3 1/8" co 4" 1'-3 1/2" 2668 6„ W/S AT v 60" AFF --. 6' -— 'i ----16 ® 2668 D ----- _...._ 42" H. m >: WALL P __ ACCIESS 6" WALL 15 LOW co N BATH #2 UTILITY ; - 14 WALL LO FLR A7 8-----1 LINE 3 A7 �' DRYER 1 OPEN TO� TB 2668 VENT p------11 SBELOW N _ - -- -- -- -- - HANSEN R & S - - _ - - 2668 BOX ------10 R (2) 2068 BF JT1 I R&S � - ' �- - - � --- 1668 I 7 _. (2) 2068 BF ----- 6 42" H � 5 SLOPED 04 (4) 12" LOW DP SH q WALL00 - 3 Cl) 20 1 36" H. "' r; CONT �� Ili BEDROOM #3 BEDROOM #4 RAILING 10'-0" X 11'-1" 9'-10" X 9'-11" \ 8'-0" CLG 8'-0" CLG ;,77 . 1 SH 1 /2 34 w I HD AT T-2" 4 8 I FRAME WALL I _ SH 25 4" SH 25 HD AT 7'-2" FRAM HD AT T-2 EGRESS WALL EGRESS 3'-10 1 /2" 10'-8 1/2 6'-9" 5'-5" 3'-3" 21'-4" 8'-8" 30'-0" SECOND FLOOR PLAN B 1 /4„ = 1'-0" A7 13 TOP A718'-0" 0 Q N � N m N N _4" cM �- 8" FRAME WALL N LO v 0 N GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. 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 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 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) 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 '1873' 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 = W w ��uQO ¢ ro o 55acn x Q w0w U� Ow- ,. ,r �`"r r.�.fx r , N WZV_ NW C) =mo 0 :. -Ov L4 a F- 0 W u- �r,a LO Q W = 0 < =: = W~ 22 z —0� I - I- /Nn` > LO O K o m C N co am 2 E -=- :E m W O o O u- o Q Z U . _ t3 ° N V w ON c �. o E M .5 70a U' LLI ow w0E- LU W~ Q W J Q�Q Y Z Z it _j 03! LL002_j0 Q Q V <0 zLLu 0Z20OF-Q~ U f- O 1 0v)w§OZOR00mZz �Oa>ZW0_Lu ZZLLp<O1a O Z Ll. ¢�QOwQ�-wz�wUoa. 2F<F- �wz Q Ow 0Q 0 OLL O��Q LL O Z W 0 I— (n O cM O Q w CO LL d' QWQL? z >- D- o Z U la— Z W W J O CD N N I `— N 'I O C:)E 0 ' N O > Lb ' 0 Z z C 22 0 w V �=0N ��c NQ)Z - �aO � Za WH W 9r� Q =mOz � Z 1= W (9 O tt LL z Za 1" Z Z LL O00 il ILL Q ,--i D z z 2QC ~ ry�Z Z C Ua O 0 Z Q W W(jo't (N LAST PLOT DATE Dec. 21, 16 Z 0 1ST & 2ND FLOOR _I i PLAN B r 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. LANDING 42" H. SLOPED LOW WALL ' i -------- SEE SHEET ST FOR STAIR DETAILS / - --------- lit NOSING 10" (o j / T 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 I a STAIR SECTION 1 /211 = 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" NOSING7i. 10" 1= RISERS CUT FROM 1 x MATERIAL TREADS CUT FROM 2x MATERIAL STAIR DETAIL 1 /4" = 1'-011 i0 rn (3) 2x12 STRINGER - _ . 4 . ,�� v /A STRUCTURAL SHEATHING 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 TUD ((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 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. � J Q = � W � w 0 Z w W D (n > 2K' Zwo � U m v w z L. = m _Oo 4Y F- Z ��qj ua tS S � = �,,0 Z) Yw L . Of LL.. = d` e CD ..... :9 O U � Q L pry �H�'w wr to Q i W W Q wz� of ,C7 Z o f^ 0 VJ w LL LL >LO I_ b W so `? U to V O_ ^ v m L 2 O _O O rnrn Ell- QQ •N U Lu 0- W L 0 E.") 7 n r- I- a a wWHQ C7 L dui uj WO~ ��J w Zw Z Y UOLLJO3w. UQ Q ¢~ ~w � ODOOLoLf --OZ2 WFoWawmZ Q Q U) Z jwz=O QpQ�ww 0��Q-za LL Ow I- 2YD2Q OQ a �QQ� Q �- LL O N Z O H >�aa O F - (D O Q w (M p- LL 'IT < W Q L�q co 00 ZV1F— W W J� J Q0 � C� N N 0 N 4 C) o L N � N O > LO 0 d" -0 z z -z0 N W0�> owin Um 0 CN a) z F- U a '> 1") Zw~¢ 0 Q F-M0Z W �UtzJ Ce z Z � 0_zzL- oQ2z rw O a w z ,_.., �ZZ =Qo ~ U Z - Ua oo Z Q z z w J 0 W(o O (V LAST PLOT DATE Dec. 21, 16 Z.0 0 DETAILS i I Cl) M 0 N /- V-11 1/4" 2'-0 3/4" -,,, Lo -U FRAMED BY BUILDER v V - - FT1 T BELOW FT4 FT5 , G) m N 00 `I o M_ E � Air A �� FG1, , \ i I II II I EIT C. II II BEARING HEADER ---- II II II FT6 BEARING FT3A WALL � _ e � ° II II II II II ------- � I II I I II I II II II II I II IL - N — — — BEARING WALL _B w FT2 FT2G 0 m r 1 i FT9GE M1GE CANTILEVER SECOND FLOOR - FLOOR FRAMING PLAN 1 /411 = 1'-011 N 0 C i C I SECOND FLOOR - ROOF FRAMING PLAN 1 /4„ = 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 REFER TO El PACK FOR CONNECTION. CJ5 1 0j CJ3 LO co CJ1 U U 1'-0- 5/1 " 2'-0" TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING REFER TO EP PACK FOR CONNECTION. � CJ1 j U 0 16 2'-0" TYPICAL 5' SETBACK CORNERSET LABELING AND SPACING HANGER CHART AL = HUS 26 (USP) x a = JUS24 (USP) \= THB46 (USP) Total Truss Quantity = 93 Labeled End Mark ATTENT�ONe DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' Span or I ss 30' to 60' pa orless Spreader Bar L 60 degrees less 112 I I 2/3 to 112 I Ta Ilne r span approx. Ta Ilne r span approx. REFER TO BCSI -1131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. r�Genercl 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 U SAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2014 TPI 2007 Truss member design & connector plates are designed for ASCE 7-10 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF UPLIFT BLOCK WALL KEY rLOAD# DESCRIPTION INIT. DATE alts revision block for alts only. ]CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G: N, W. WINTER HAVEN FLORIDA 33880 PHONE: ( 800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECTYARIOUS MODEL :1873 AMERICAN DREAM/1 CCA PROD/MODEL/ALT .7A2 1871B ALT DESC OTC LOT BLOCK ILESIGNER PAGE . JMD ATE 07 01 2015 AN# SCALE .N319339L 1 4" "=1 ' w 17- 0 z w w m W ¢ ClW J Cn = o N WSW 5;d' I— - Z 0 _ Ow N Nr wODU LL - O N F_ f— _ zE O d3� e, t.;z r LL D❑°RS 1=Ow LL W0F_ n - icl ¢ W W Z r> <NL IX =off a F_F_ (� L E 50 W L -I"? U co `''• N -0-0 M — s cc:} ❑ O `2 8 o : .� O S a Q U�� .-s N L w Qv o FM C: a rz, a F W W ❑LLI Uj W °F WO¢ ¢�¢ ¢9Ye Z QOX�u��p�"po��9 V Q C� C=JtnW0�OZpiE00mZZ¢U -,On-%Zy0 ZLLOW00aa cn LL Z aoW°��—�wo�c�❑a Oaf DO -0IL¢ ° ¢ �¢LL O O CN I-- zW Z 0 cM O Q M U? _j QWQU'? t'M aC)<00 Z I— Wz W J0 O d' N �O N N 4 C:)C:) c E2 O>� ' O —0 Z Z -Zo N W0�> QWU) Uo�o N z ��W a- > L� Q O�=Q � = ZWI � ~MOZ =��'je—=z V O J Z O Z LL ��Z W 00 C) U) CO U Z U� 0 0 z A4 W ■B _j CD W '0 CD LAST PLOT DATE >N Dec. 21, 16 Z O 2ND FLOOR ROOF _l 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. 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 7'-6" 10 SO,F F I T DETAI L 3/4 - 1 -011 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED N f 8" 1'-0" 1'-0" 11 LEDGER DETAIL 34 = 1'-0" L 3'-8" i 7'-4" 0 —N--- --- SLOPE 5:12 i I I W p04 I I i 7'-0" RIDGE VENT I SLOPE SLOPE <5:12 5:12 SLOPE �5:12 w a ON J mL6 0 SLOP 5:12 ---- SLOPE"_ 5:12_ io ROOF PLAN B 1 /8" = 1'-0" DECORATIVE CEMENTITIOUS FINISH 6" X 1"THK CEMENTITIOUS BAND 16" X 1"THK CEMENTITIOUS BAND t.lV'-3" 6" X 1"THK CEMENTITIOUS BAND FLASHING 1' 12 5� A/C UNIT 2'_0 " AND PAD n. \ / ji FLASHING \ - - \\\ - Y-3" El Ll El 1:1 El 111 El Ll El 171 El El JAI El El El D D El 111 FRONT ELEVATION B 1 /411 — 1'-0" 12 15 SHINGLE ROOF ELEV AT 18'-0" DECORATIVE T.O.P. CEMENTITIOUS 1'-0 = N FINISH ELEV AT 10'-0" 12 15 CONTROL JOINT F_ __1 ASSUMED GRADE * o w �` 10 2ND FLOOR FF Y N = CONTROL 5 B _JOINT _ _ _ ELEV AT 8'-8" T.O.M. A/C UNIT AND PAD ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE 3 REAR ELEVATION B 1 /8 - 1 -0 0 _ ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. A/C UNIT AND PAD ELEV AT 0'-0" 1ST FLOOR FF �- GRADE LINE RIGHT ELEVATION B 1 /8" = 1'-0" ELEV AT 18'-0" T.O.P. 12'-0" 18'-0" 12'-4" e. = iv ELEV AT 10'-0" * F_ 2'-0" 2ND FLOOR FF CONTROL = CONTROL JOINT JOINT ELEV AT 8'-8" T.O.M. DECORATIVE T CEMENTITIOUS r FINISH GRADE LINE 5 LEFT ELEVATION B 1 /8 - 10 ELEV AT 0'-0" 1 ST FLOOR FF - _ ELEV AT 18'-0" T.O.P. FLASHING ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1ST 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 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1225 SQ FT VENTILATION REQUIRED = 1176 SQ IN VENTILATION PROVIDED AT RIDGE = 112 SQ IN VENTILATION PROVIDED AT SOFFIT = 1064 SQ IN SOFFIT DETAIL 3/4 — 1 6w-0 F-71 SOFFIT DETAIL 3/4If— 11-011 N O — eo EPS FOAM N 8 BRACKET DETAIL 1if— 1 —0 11 o - Co EPS FOAM iv 9 BRACKET DETAIL 1 — 1 —0 11 ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS 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 TOA 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. �VALI )ES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS -15 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA/ UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA/ UNIT FOR TILE u =wg w ozw WQ❑_ w U) o W F— zp N N wO Ow III Z LL �. N — p C. =mom,. _ C) n Qrze 2 z e z W �� M s W°_ uj z— 4 ` ❑ Q W mz� QW F. �Q W W O 2 ❑❑ m 0� =off lz a SIN, N LO E "oM W L ' M'N 5 N -a -0 C) M m O u 8 O LL o ' Q C aIq � �N Lu Qv LN O M TWA - -0 v a WO2 o Lvw�p ftW w~2 J zh J¢°¢¢00�V zw(D �i0Ooo¢wzz m Www _ja00Q0w0 ¢ � LL ¢w 2N— =O �w❑20 ¢ Y Z ¢ OQ ❑ 0<¢LL O O z W O I— > (/) O O Q � M 2�� QWQ"? M z T_ < UQ00 z Wz J0 O CD T_ N 0 N 0 N 4 c N 0 L N � �- 0 qqt -0 z z —z0 m Ww�> �w u� N Uo�o ND_ Lo � Q Oa=Q -� (� z Of �+ Q ~m0z =i-=z W LL �0�_j z of O..z Oa�W zzLL � 00 az wZ n �z =0 ~ U ct'--�' z Ua Oo W zLq z ■ W (^ o >N LAST PLOT DATE Dec. 21, 16 Z 0 EXTERIOR J ELEVATIONS & ROOF PLAN 1v NOTES: ELECTRICAL DETAIL: A/C DISCONNECT WP GFI ELEC METER LINE OF STRUCTURE ABOVE FIRST FLOOR ELECTRICAL PLAN B 1 /4„ = 1'-0" LINE OF ROOF RGI n\A1 SECOND FLOOR ELECTRICAL PLAN B 1 /411 = 1'-0" UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BEAT 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 1 200 00 AMP #12 copper to 20 amp ckts #10-2 copper to WH 10- #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR Ll 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS JAMB TRIM BASE TRIM INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH 112" DUPLEX OUTLET (? ih p O 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 STRUCTURED WIRE OUTLET 6 SWITCH AT 36" w 3 WAY SWITCH AT 36" -64-2 4 WAY SWITCH AT 36" -O PUSH BUTTON FOR GARAGE DOOR OPENER -0 DIMMER SWITCH AT 36" -0 PUSH-BUTTON DOORBELL A CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE -(Tr)- WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 0 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY RECESS CAN OR LED OWNER Q 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR Q 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 F-124 7�! 24" VANITY LIGHTING FF=- 36 � 36" VANITY LIGHTING 48 48" VANITY LIGHTING O EXHAUST FAN/LIGHT EXHAUSTFAN p� DOUBLE FLOOD LIGHT W/ COVERS AND U 15OW PAR 38 FL 0 INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER CHIMES (DELETE W/ INTERCOM) ® MASTER STATION ELEC PANEL FRI VACUM OUTLET AT 12" CEILING RETURN AIR (W/ SIZE) ® A/C REGISTER QT THERMOSTAT ® SECURITY PAD ELEC METER N J a =WF: ~UZ w< waw w°UU w z m Qw m � 0 ��N ={-z O F= w = w jy Ow 2 w o F- UZLO m a w Z F- w I=- =o� w w F- u- a 2 Ow 2J N w �0) z. 0 N N N 0 O 0 LO F z d Loloci U ccv) N O^ d n ac m 0 s o o 0 LL 0 Q w Q� w F M O iD 7 0 LLI uj w O F- LIJ W wF---Q i�� wg, Z (D w afD— U)0�13 [<'002 0 Q � C308�UzoOf lroomo Cl O _j0CL Zy0E-zLL0 0�a G7 0 Z QO W °2��-�IA620 < OE o 5 OQM ,L a o FLL - C Q W J 0 N N �— N 4 O O N O L. N � Lo O N � N L .> v, T� O O N O�- (n O 0 F- cM O Q(nC'' ILL � M Q U Q O z I— W J O O O IT z �W 0a J O Q 00 V D- Z ry se Z 0 vg 0 z A6 Uj CD (V LAST PLOT DATE Dec. 21, 16 z 0 1ST & 2ND FLOOR ELECTRICAL PLAN B z w tY W F- F- O F- w z z Q z a ¢ z Z w J d' O O U N T O M FILLER 3'-6" 1. 2'-6" / HOOD "BACKSPLASH 3'-6" c 1 1/2" FILLER i O M RANGE, 3'-6" 2'-6" 3'-6" SKEWED 2'-0' 2" FILLER 1 1/2" FILLER 1 KITCHEN 1/2 -1-0„ 1" FILLER 5 MASTER BATH 1/2 - 1 -0 N O M CV O m O M 2" FILLER 1'-9" 3'-0" 1 1/2" FILLER FILLER PANTRY 4" BACKSPLASH \\\ \ X \� X \\ 2'-0" SKEWED V-9" 3'-3" 2" FILLER KITCHEN 1 /2" = 1'-0" SHWR HD VALVE LINEN CLOSET 4'-11" 4 1/2" MASTER BATH 1 /2" = 1'-0" 3'-3" CV M N T L'_u" S-u- IL'-U" 11 2" END PANEL 3 KITCHEN ISLAND 1/ 2 - 1 -0 1 1/2" FILLER BATH #2 1 /2" = 1'-0" UNIT'1817 - B' - BUILDING SECTION 3/16" = 1'-0" 12 2X4 WALL TOP AT 34 1/2" 4 KITCHEN 11 2 - 1 -0 0 M WIRE SHELF 220 VOLT "HANSEN" BOX T o Co I I I I ID I IW L�J I 14 1/2" X 16" DRYER VENT SS I I I I I I I I I I - I 17 I I I I I M I I I I I I I I 8 UTILITY 1/2 - 1'-0" PRE-ENGINEERED WD. TRUSSES AT n All ^ n /Orr TY ] ln+ P91'Y n --- FOOTING SIZES AND RE -BAR IM■»02; 2 W ~Uz W ❑ Z W LL ¢ W O> N LL O v } ? yle Q C I re> s a 4�o , _Zypjj *� �• gs r 4"§n ❑ ' `'• t ` ' F-OW LL W ❑ UZLo�, ¢ W •2• . ¢W,. > W ZF- U �¢ ❑ W W �W ❑ ❑ � F— F— Q E 'o� o W L •L mv (7 N N N V Z)O00 u -0 -0 Co ° - w -' Y/ Q ` O rnrn �� VJ� o u- 00 N t u�� O ¢ �t^n, w Q� co EM W L I� �7 N WW2YOFZ- W w2� p' WOZOR�OfU)LLQ Ow a'W❑�Lw QQ 1- = F- � ¢a0JZW OZ200E-J¢Q 0 Z O Q W QaFn Um Cy W W aZWOO�wQOWQzOSJ:Q U- 0W 2W❑O�0 0Z) ¢ ¢ Qz 20 LL ¢ 0 ¢ LL 0 O N Z O F-- O �F-.<MO Q � M P- a. LL 'IT QwQLn ��CLcM <U<00 Z H z 3: LuW JC:) O J N 0 N N r� 4 O O C) tiLo O �- - � Z z - Z o N T w0F_ W C0 Uo o N F—�Wa Q •> Zm~� Q =moz f-- z r r v Z J �2ZOf O LL W 00 Ua}m _j z ry o U Z U� O � m � Z A7 z Lq 04 !� w 04 >N LAST PLOT DATE Dec. 21, 16 Z O B - INTERIOR _I I ELEVATIONS 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. 4 . 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS WHIRLPOOLS SAUNAS STEAM ROOM, 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 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. "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-1-P CONCRETE FORMED AGAINST EARTH: W C-1-P CONCRETE EXPOSED TO EXTERIOR C-I-P CONCRETE NOT EXPOSED: 2„ GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO, ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8. 2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ed. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED 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 P318.1- "A permanent sigqn which identifies the termite treatment provider and need for re -inspection a, 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 backfrll 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 6 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 - pnCrete overpour dnd mortar along the foundation perimeter must be remove before exterior soil treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1,6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state:'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". 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. Q w W Q p J zij co = N Z(Qtj O,�t� IY°ai� U W Z o 2 UJI QZ �00 CC�a f I LL Op W ofu-2 t ¢ O U Z Q f yF m z� W Ur p Q p _W� I=-H Q /N� � 0 ^ 0 /� �ftF'' CO M 7 N V -0 °D M ELw �o _ o°o �g � .N V W Q� (D L 00 E m P W W W LL �LLl ui WQH Q~Q YZ W W irg0f Z O X0��u U0O WQ J Q u)J� 0 W0"a9p�01 (�0� L Z JO��ZYOZZ�pw0�a QhQWOg<FO-2Wp2U�Q O0� 0 � pQZLQ u_ Q O I__ O O 04 Z LU O F- > (n O QU)CMO LO C G LL � F- M aUa00 Z F- WZ W -10 O CO T NN N 4 O O NN C:) � L/ ' O Z Z -ZO p W (1) N z �0 < .> (a1'� V ZW~a 0' I- � Q =000Z Z 3: -1 Z 2ZW 0¢�Z r-LU OZ 00 a W U) rI Z =QZ O U U:5 00 �m Z Q Z Z Lq W ,It o (N LAST PLOT DATE Dec. 21, 16 Z O STRUCTURAL - J I DETAILS 211111111111 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) USP HTW20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (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 2 SHEET METAL MEWS PER BRACKET B4) HURRICANE RACKETS 3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD A/C UNIT HOLD DOWN SCALE: N.T.S. ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE+ + + + + 15/32" CDX m PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) 6'-0" + 6'-0" + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.811.7 ,Hood panels 2 x —+ 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap x x k 1j FILL CELL STD. 90° HOOK BOND BEAMif ........ ...... ... . ................. ....... . ... . . . . . . . . . . . . Q STD. 90° CONT. #5 CONT. #5 � HOOK BAR BAR OOC #5 CONT. � .. .... FROM TO HIGHEST 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'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4 max. Clinch nails when possible 1 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. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" 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 1500lb. SQUASH BLOCKS AT INTERIOR 64 27ME-1--f BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16" code for appropriate details in 1--or--20 One 10d box areas=20 of high t sinker lateral load. T nail each side at bearing. Boise Joist Blocking l ISP. 3" /10d1 nails at 6" o c- C`l'/ Provide adequate bearing for each lapped joist. Squash block 10d nails (2x4 minimum) SECTION INT. BRG. WALL 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 (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch K K or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Required on interior walls : - for vertical load transfer Plumbing when load bearing -for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— rl 6„ A 1 Z" ROUND HOLE MAY � 61 6'1 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1 2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 12" 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 MAYBE 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. 1J/2" ROUND KNOCKOUTS IN THE WEB MAYBE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAYBE SET WITH THE 1 2" 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 MAYBE 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. Jc 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"4" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. USP MUC 5/8"g THRU BOLT Uc MI R TRUSS OP PLATE LC TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION 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 RT16 IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION MIN. TYPICAL MTW INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENETERED @PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL ,,' ..... _.o .'... � „I�_Il.-..III,;,III-ICI-I� I- '�� 111=1 FINISP GRADE -III-III-III=1 I �I II—I11=1 I =1 � 1=1 � I-1 F SLEEVE THRU STEM--/ SEE PLAN FOR °• d .• .; . • FOUNDATION INFO q STEM FOUNDATION GRADE REINF. SEE PLAN d iE .� X � °a IIIII�II� III—'' i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. L- SEE FND. PLN. SIZE &REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE_\ TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PLUMBING LINE PENETRATION d SEE FND. PLN. SIZE &REINF. PIPE PERPENDICULAR TO FND.IIF III TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE a ° I - SEE FND. PLN. SIZE &REINF. Ifn —00 LL _ go M CC) E 04 co CD 0 > zU) LL "It LD CN 0 Uwo 5 � J � Q � W � W W Q 0Z(0 wQp U) o w LL � w T w Z W =off H Q Vi U 2: CO 0 rn � O U o 4- O u_ o � Q .N U w Q� � 7W L rn ow � w°� ~Q WgJ W�~ W w Zof z V�Xo_ oQ� ��Z�pOQ�� p2F"Q°ZLLLL—JZZovoZo�oom=wwQ->nWWwAWWQoJ it 0 YzOZz"-pwa OQ 0 =O p¢z Q �Q� O N Z O� _ (n O 0 Q U) M 5 li) Q W Q Lq aUa� Z I— LLI O N N N O o N L� N � O > O z Z W !n N Q) z 1o�a � Q =moz Z �ZZ Q D)Z Z Z �QO Z U U O 00- W Q Z Z Z J W � O (u LAST PLOT DATE Dec. 21, 16 IQ iO STRUCTURAL — J i DETAILS 6„ A 1 Z" ROUND HOLE MAY � 61 6'1 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1 2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 12" 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 MAYBE 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. 1J/2" ROUND KNOCKOUTS IN THE WEB MAYBE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAYBE SET WITH THE 1 2" 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 MAYBE 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. Jc 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"4" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. USP MUC 5/8"g THRU BOLT Uc MI R TRUSS OP PLATE LC TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION 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 RT16 IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION MIN. TYPICAL MTW INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENETERED @PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL ,,' ..... _.o .'... � „I�_Il.-..III,;,III-ICI-I� I- '�� 111=1 FINISP GRADE -III-III-III=1 I �I II—I11=1 I =1 � 1=1 � I-1 F SLEEVE THRU STEM--/ SEE PLAN FOR °• d .• .; . • FOUNDATION INFO q STEM FOUNDATION GRADE REINF. SEE PLAN d iE .� X � °a IIIII�II� III—'' i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. L- SEE FND. PLN. SIZE &REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE_\ TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PLUMBING LINE PENETRATION d SEE FND. PLN. SIZE &REINF. PIPE PERPENDICULAR TO FND.IIF III TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE a ° I - SEE FND. PLN. SIZE &REINF. Ifn —00 LL _ go M CC) E 04 co CD 0 > zU) LL "It LD CN 0 Uwo 5 � J � Q � W � W W Q 0Z(0 wQp U) o w LL � w T w Z W =off H Q Vi U 2: CO 0 rn � O U o 4- O u_ o � Q .N U w Q� � 7W L rn ow � w°� ~Q WgJ W�~ W w Zof z V�Xo_ oQ� ��Z�pOQ�� p2F"Q°ZLLLL—JZZovoZo�oom=wwQ->nWWwAWWQoJ it 0 YzOZz"-pwa OQ 0 =O p¢z Q �Q� O N Z O� _ (n O 0 Q U) M 5 li) Q W Q Lq aUa� Z I— LLI O N N N O o N L� N � O > O z Z W !n N Q) z 1o�a � Q =moz Z �ZZ Q D)Z Z Z �QO Z U U O 00- W Q Z Z Z J W � O (u LAST PLOT DATE Dec. 21, 16 IQ iO STRUCTURAL — J i DETAILS TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PLUMBING LINE PENETRATION d SEE FND. PLN. SIZE &REINF. PIPE PERPENDICULAR TO FND.IIF III TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE a ° I - SEE FND. PLN. SIZE &REINF. Ifn —00 LL _ go M CC) E 04 co CD 0 > zU) LL "It LD CN 0 Uwo 5 � J � Q � W � W W Q 0Z(0 wQp U) o w LL � w T w Z W =off H Q Vi U 2: CO 0 rn � O U o 4- O u_ o � Q .N U w Q� � 7W L rn ow � w°� ~Q WgJ W�~ W w Zof z V�Xo_ oQ� ��Z�pOQ�� p2F"Q°ZLLLL—JZZovoZo�oom=wwQ->nWWwAWWQoJ it 0 YzOZz"-pwa OQ 0 =O p¢z Q �Q� O N Z O� _ (n O 0 Q U) M 5 li) Q W Q Lq aUa� Z I— LLI O N N N O o N L� N � O > O z Z W !n N Q) z 1o�a � Q =moz Z �ZZ Q D)Z Z Z �QO Z U U O 00- W Q Z Z Z J W � O (u LAST PLOT DATE Dec. 21, 16 IQ iO STRUCTURAL — J i DETAILS 12 (P') VARIES 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE'%" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON SN1 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (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. CAIi I ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET 8"1 KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE'IS" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. (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 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE:EXTEND W1.4XW1.4 WWF OR _LLI DECO FINISH 4" to 6" "FIBERMESH" 7 BELOW GRADE L 6 MIL VAPOR BARRIER I I COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR III III I I 1=1 I I -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) TYPICAL WALL SECTION rA SCALE: 3/4" =11 S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS ! DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" PAVERS O.H.D. RECESS z 4 °o �I I 11111 I I . ` I- 1-1 SEEA/S30RJ/S6---lillllllli�llil ,, illlr FOR REINF. INFO. 3" MIN. CLEARANCE V. " (1 STOR)) / 11(1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS ("J-1. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) 71=11 I I�IIIIIIIIIIIIIIIIIIII I D/ . G (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 z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 CVr WWF OR FIBERMESH II —III —III —III CD 1 III -I 11=1 11=' l 8„ l -1w... I TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE:3/4": -011 S3 8"1 NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES MORTAR BETWEEN SLAB & BLOCK r ELEV. 0'-01. OL d a ° . A.F.F. 4 , ; ° ELEV.-031/2 0 °°° 2x4 CONT d. d°d' 'a d A.F.F. oQ LL - ' - 4, d d ° d- . ° 0 d GARAGE DEPTH VARIES ° d .. 8, GARAGE SLAB AT STEP �� SCALE: 3/41 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR #5 VERT. IN FILLED CELL N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS *USP SPT22 TYP. SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN c p ° o 00 FOR CLARITY D I=1 11=1 11=1 11=1 11=1 11=� III —III —III —III —III —III z D ° � �' I —III —III —III —III —III —III � NOTE: g' .' ° D 1 1=1 1-1 1=1 1=1 1=1 1- N *FOR BEARING WALL I —III —III —III —III —III=' r W/ UPLIFT ONLY III=III—III—III—III—I 11=III—III=III—III—III—III=1 I I —III —I 11=1 11—. -III-III=1 I=I 1=1 I I=I 11=1 I —I � III 11=I 11=1 11—'' III —III .III=IIII 1111111 I I II �I I I I ,t 11111 I I I 111=1 I FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. EXPANSION JOINT BLOCK WALL BEYOND 13 O.H.D. RECESS M T d� d M �..••• .:4 • —III I I I -tillI,I 1 111 •`•. `d.." _I I-IIIII I d o.^ '.. IIIIIII' SEE A/S3ORJ/S6�-II��Illlllill�l IIII. 3" MIN. CLEARANCE FOR REINF. INFO. 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESSri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2" X 3116" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH C E ° 5/8"OR 112" HIGH STRENGTH (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7116" 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/ 21 PLATE WASHER (TYP.) (ALT: 1/2"1 TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �31/2" MIN. =1 I 1=1 I 1=I'31/2"(min.)- 4" 00 31/2"(min.-1 I I- III=111 _ I�1=ICI=1�1=1�I ICI —ICI ICI (2) #5 CONT. I I I , ; 1111 11111 11111 111 I I � -4' 4" 1'" 8"" U.N.O. MIN, TYPICAL BEARING WALL aC� STEP cD SHEARWALL "SHEAR WALL" 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. > 8'4% INSULATION PER CHART ON SN1 USP SPT22 CONNECTOR 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH SCALE: 3/41 roll� Sl°oi ALL LATH AND LATH ATTACHMENTS TO ecs' \o BE OUT OF CORROSION -RESISTANT MATERIALS M�N�M�U S �coNt�N -2x STUDS @ 16" O/C f - INSULATION PER CHART ON SN1 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK -USP SPT22 @ EA. STUD 518"OR 112" HIGH STRENGTH — (U.N.O.) (OR 5/" GYP. TYPE I @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/- 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"10' WEDGE ANCHOR �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. < T-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 I 1-11 00 I—IIII -1I1=11 I I_I I-1 I �' =1I I it I I I III=111=111=1I I III —III '' (2) #5 CONT. 11 I4,; I I„1111 �� 1141,111111 11 I I I I11 U.N.O. MIN. 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MANUF. #3 OR #4 REINFORCING BAR N v D \ . ' D ' ° _ Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi T ° D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] —lil= bo —111=1 —III 6 MIL VAPOR BARRIER -III III D D 11=1 I I=1 I I=111=_ - I-. R 1 7/8" D T #5 REINFORCING BAR —� ' III . I I —III —III —III —III T Z #5 LAP SPLICE COMP. SOIL. (COMPACTED TO 61, II I 95% MODIFIED PROCTOR ASTM D1557) -III IIIIII�IIIII�IIIIII�IIIIIIIII�II�I�II-1 4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 34-1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB 0101, CONT. BEAD SEALANT d INTERIOR 2x STUDS @ 24" O.C. U.N.O. -31 /2" GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E 6x6W1.4xW1.4 z;, c M WWF OR FIBERMESH00 M 6 MIL VAPOR = -! rI I —I I=1 I- LI FEI=1 11=1 11=1 11=1 11=1 11= BARRIER -III 11111 11 11 11 I I i 1111-T' I l- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° d 4 co I GRADE (1) #5 REBAR w/ OPT. MIN: TYPICAL THICKENED SLAB EDGE rL SCALE:314"=1'-0" S3 TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH N E E ° -_ - 11111-111; 00 C 4_ d 4 d 11- N III III III III,;IIII IIIII . d I M li II a a (IIII ---- III11�: SEE A/S3/J/S6 411 „I 11 I_II I 111 „� 18' FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE: 3/4'1 S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM Lu Lu W END OF 2" x PLATE � � D w ° p a I=1 I I—► I I —III ' —I I I I I IIIIIII I I —Illy (2) #5 CONT.=1 I ON 3" CHAIRS 8" 1'4" (TYP.) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 81 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 171 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 - WWF OR FIBERMESH N d 8" II —III— o III 111=1 FROM,M,1 r TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _E d CONT. FOOTING STEEL MAT REINFORCING. r ' 00 _GRADE a J d. ° —I—I 11=1I I-111-1 z w I I 1=1 11=1 I I —III W 0 0 U5 d. d OOTING FJ -III III —I 11=1 11=1 11=1 I III —III —III_ U BEYOND PAD REINFORCEMENT I -III—III—III—I " 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 U) J Q W UZ W W Q p ILL r� m o W d U 2 W O Owy W Z m 00 0 Q`~ N r Z # I- U Z {rim v LL = ' . ` :A W❑hh` o- s� <C W W z C7 LL❑LL < 0 �-= w U w � o =off HT_ Q E ' -0 N L ° tM N W 7 V1 to V = 02 o o, -0 � d oM = s o 2 0 2 o U �s °6 < �V) w Q� V o E � 70 V r-, 0 a W i �w0ww =iz��iH Z 2_<<Ilo02 Q 0 'Rol awwgZ °��-=0 Z2 LJ O O In ZILL J0->Zw Q�W°gta-�-gwp�UO¢ zIO °Ia °o< o 0 o�Qq�¢ 0 Z LV 0 I— i (n O F: M O Q M Lo "It LL QWQLo CL Q�Q� Z I— W Wj -0 CD N 0 N N i �t O o 0 �- CNN 0 > Lo O Z z -ZO N � WwW ��1:o N z 0 '> (af'j v ZLU~a �-- IY Q =MOZ H z W �I� zx�Zz W00 O 0�2`Z Q�zZ se Z Z �QO U 0U� 0 W Q Z Z z W J w'^ o LAST PLOT DATE >N Dec. 21, 16 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 SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d !„�J� 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 SCALE: N.T.S. S4 12 (TYP) SEE ELEV. USP SPT24 @ EA. STUD �I CRICKET AS REQUIRED I� 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. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. �- SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NA!L� BLOCKING (TYP.) \- ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE 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 ji 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 'Q 8" STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 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 r 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. 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. 2x TOP PLATE 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ 167 ❑ Ct DOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ WALL ❑ ❑ ❑ 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/E" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL 4' d a a DOOR STOP U a ° .d ' . ° MOLDING Zz a �T GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. SEE A/S3 FOR STAGGEREU FROM BOT. PLATE TO CONCRETE REINF. INFO. W/MOUNTING ANGLE a d ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K SCALE. N.T.S. S4 SCALE: N.T.S. S4 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK I, DOOR OPENING -C SFFA �O�L �N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B USP SPT4 w/ (6) 10dx1%"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x —� CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER S4 BOX HEADER ONLY Op�00,Q 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/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. S4. -USP SPT4 SPT24 2X STUDS @ 24" O.C. A A /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P USP SPT4 (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 318" THICK EACH. 3RD LAYER 1/8" THICK. i-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. r (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - USP HTA20 @ EA. STUD • LMAIN 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 DETAILKE SCALE: N.T.S. S(� - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 > . NAILS TOTAL) EA. SIDE OF 48„SPLICE STAGGERED 10d@8"O/C ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL 6m� SCALE: N.T.S. S4 F= 2240 LBS USP rc 1 vor or 1'+ SPT24 or JY 19 1 1 ` TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING /ASP SPT4 �( SP SPT22 USP SPT4 io d 2X8 P.T. BOTTOM P TE USP 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) vor or i ff SPT24 SP S E 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 p - _ - d° d. ° 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -2X TOP PLATE OVERLAPPING 9d NAILS @ 6" TAGGERED I -BOLTS @ 24" O.C. AAX -2X P.T. PLATE A 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 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. PLYWOOD PLYWOOD FASTENED TO TRUSSES o E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD PLYWOOD SHEATHING MASONRY SP WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 U) J W H F- U Z W W¢p Q to o Ww 2 04 w0� �Um Ow gQ sz t\�A N T W Z L� N W ° ') 2 W T -pN O I-_ z D At, 0 z ,. U. U. = t% 0 uy z` H U-W af= O `, } ¢ W m Z uj =off HX: z ^, (D E W L "0 w> U Chry N u M C E t � Q � o �� o O 0 v s �< o� .N w D c o EM a W i W0� 0WCD �wu_002 WfWW��-¢�aQZ ¢°�Z��OZ2g�o1Zo�00mZo Q r_ zQQQ QQ0 Q5 Cy O¢W' U�oW�j�aY a_ ZOZOZ_1¢ pW0 -i W ¢ W 6 Z OLL Q 0<¢LL O N Z O I— (n O 0 F: M O Qa.,UJ� LL QW<Lo 1-- 0- M Q Q 00 Z U I— W W JC:) O mi v- N 0 N 0 N O o E2 Na� O > Lo ' O Z Z O N W0�' Um N4) Z __O a LO '> Ill ~Q r< V Z0 Of�-W r� Q ~mOz UJI 1- = Z Z > J T--� �- n ZW ft O�2z w O W a w z �--I = Q z ryZ U oUa � W � Z Z z w J ui (�o (V LAST PLOT DATE o > Dec. 21, 16 m - -F--0 O STRUCTURAL DETAILS USP HGAM10 W/ (4 1/4"x1-3/4" WEDGE BOLTS & (4) SDS 1/ x 1 1/2" SCREWS SEE STRUCTURAL NOTES AND - TOENAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C. TOP CHORD BLOCKING FOR FIRST FOUR ROWS OF 45' ± 24" MAX. TRUSSES @ "L" BRACE TO EXTEND EDGES OF 2x4 CRO BRACE AT LEAST 90% OF WEB SHEATHING APPROX. 8" FROM LENGTH (SEE TABLE) TYPICAL @ RIDGE FASTENED AT USP RT16 OR 1/2" CDX PLYWOOD OR 48" O.C. EACH JOINT W/ (3) 10d EQUAL @ EA. 7/16" OSB SHEATHING MAX. & (2)10d TOE NAILS @ OUTLOOKER ATTACHED W/ 10d EA. END @ 48" O.C. NAILS @ 6" O.C. EDGES GABLE AND 12" O.C. FIELD TRUSS VERT. WEB TRUSS 15# FELT SPACED @ 48" 0/C MAX. PAPER BACK METAL 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST LATH (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 2x6 P. PARGE COAT OF CORD ATTACHED W/ (2)16-d TOENAILS SILL CEMENTITIOUS FINISH TO BE 7/8" THICK FINISH IN THREE COATS. TYP. 2x4 "T" ON TO OF PANEL BLOCKING, U.N.O. AT EXT. FRAME FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. WALLS. SEE ELEVATION SHEETS FOR TEXTURES 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG 10dX3" @ 3" O/C DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR THROUGH CHORD FIRST 8'0" FROM END WALL @ 4" O/C TYPICAL INTO 2"x6" P.T. PLATE 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM WEEP SCREED PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER INSTALLED PER MANUF. NOTE: IF EMBEDDED SECTION 1 MOISTURE BARRIER STRAP MISSED VERTICAL SCALE: N.T.S. WEB; USE USP HTA20 @ EA. TRUSS MSTAM36 ON OUTSIDE VERT. WEB (24" O/C MAX.) EFER TO SECTION 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" 0/C. 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ EA. END "N 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 W/ (3) 3/16"x 2 1/4" TAPCONS. SECTION 2 SCALE: N.T.S. Srj A ON SHEET S5.1 OR X-BRACING, AND r `" M OP CHORDCo 00 N - LOCKING JFORMATION 11 ' JOOD TRUSSES zo Co x4 RAT RUN BRACING T 24" O.C. ON TOP OF 1 1 2" 1 1 2" OTT. CHORD FOR 4 RUSS SPANS ,TTACHED W/ 2 -16d T EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2\ ROWS OF x4 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 ►/C W/ 2 -16d OENAILS @ 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 IASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ,RCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARI G LOCATION(" COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT 41NIMUM 2x 'ROSS BRACING SEE PLAN FOR r 0/C ,OCATIONS) 10dx3"@ r2"x4'TOENAIL 6" O/C W/ (2)16d TYPICAL (2) 16d PER NAILS , M JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. 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" O/C. CMID HEIGHT 2x8 SYP#2 "L" BRACE TO EXTEND @ LEAST 90% OF WEB LENGTH & NOTCH @ BOTTOM CHORD (SEE TABLE) USP RT3A WITH 8-8d FROM LEDGER TP BLOCKING 15# FELT PAPER BACK METAL LATH PARGE COAT OF CEMENTITIOUS FINISH TO BE 7/8" THICK FINISH IN THREE COATS. TYP. U.N.O. AT EXT. FRAME WALLS, SEE ELEVATION SHEETS FOR TEXTURES GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD NOTCH "L" BRACE HERE WEEP SCREED INSTALLED PER MANUF. MOISTURE BARRIER OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYPICAL BACKNAIL W/ (2)16d NAILS 2x4 OUTLOOKER @ 24" 24' MAX. O.C. (OPTIONAL - SEE ELEVATIONS) USP RT16 OR EQUAL @ EA. OUTLOOKER DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT USP SPT4 EACH JOINT W/ (2) 10d & (2) @ EA. 10d TOE NAILS @ EA. END STUD 2X6 FRAMED WALL - SEE WALL SECTION FOR SPACING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 15# FELT PAPER BACK METAL LATH PARGE COAT OF CEMENTITIOI 2x4 PANEL BLOCKING @ 48" FINISH TO BE 7/8 THK FIN IN O.C. FOR THE FIRST (4) ROWS THREE COATS. TYP. U.N.O. AT OF TRUSSES FROM EA. END EXT. FRAME WALLS. SEE ELEV TYP. TOP & BOTTOM ATTACHED SHEETS FOR TEXTURES W/ (2) 16-d TOENAILS (2) 16d NAILS 2x4 LEDGER (MATCH BOTTOM 2x4 BLOCKING CHORD SLOPE OF ADJACENT 2x4 "T" ON TOP OF PANEL TRUSS) BLOCKING, FASTEN WITH 10dx: @ 4" O/C SECTION 3 SCALE: N.T.S. S5 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" O/C OF TRUSSES @ NOTES AND NAILING EDGES OF SCHEDULE FOR SHEATHING TYP. SHEATHING DETAIL USP RT16 OR EQUAL @ EA. "L" BRACE TO 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 2x4 PANEL BLOCKING 7116" OSB SHEATHING @ 48" O/C FOR THE ATTACHED W110d NAILS @ FIRST (4) ROWS OF 6" O.C. EDGES AND 12" O.0 TRUSSES FROM EA. (2) 16d FIELD END TYP. TOP & NAILS 15# FELT BOTTOM ATTACHED PAPER BACK METAL LATH PARGE COAT OF W/ (2) 16-d TOENAILS CEMENTITIOUS FINISH TO BE 7/8" THK FIN IN THREE USP HGA10 @ 36" O.C. COATS. TYP. U.N.O. AT DBL. TOP PLATE EXT. FRAME WALLS. SEE USP SPT24 @ EACH STUD ELEVATION SHEETS FOR TEXTURES STUD WALL (SEE TYP. SEC.) 2x4 T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION 4 SCALE: N.T.S. S5 BACKNAIL W/ (2) 2x4 OUTLOOKER 8d @ 6"O/C - 16d NAILS @ 24 0/C WOOD TRUSSES 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" (2) 16d NAILS OSB SHEATHING ATTACHED . It W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 "T" ON TOP OF PANEL- / BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. S5 MINIMUM (2) 16d PER JOINT � MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 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 RCHITECTURAL 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" 010" - 3'-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" O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN 0 z w a 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 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. — — -- — — w 0 o 0 w ' w m o o 0 � o � o' Q w NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL �� /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 U) J W U Z H Q m toWQO_ o W a m 204 5; 1110V z p OJ -.. N w zU. 04¢ CN ~ z l= ¢ Z, > z o O '. O w w z UZ� Zt✓' �3 mz wr w H = H Q In N Lo E %M _W u \ ' 12 Cm N 6 x. Vi V M C., 0 2 0 �o v O o N U — �� ZI_ N w QN 2 V N L 00 io a 'a I-- w Lrin.l W ow ai wow w~Q w� � <me 0 Z O 2 -1 O�� u- U O O O L.L V Q ¢ 7,Coo�oZ"oFoom'z¢c¢> J (�0� �Oa�zYOZzapW=O J a. (A LL Z ¢oW�gla�-�wp�c�)�¢ 0Q o 0 -�QQq¢ O O N Z 0 I— >_(/)O CO QU)Mf` � U) - P, c'M Q >- Q 00 Z >U W Ill .iCD O J d- N CD N CV 0 o N 0 > Lo O Z Z O N c Wor>- owcn U��o N a) z �- o a � > W F- ( 1"[f `r/ Z W F- ~ fY �� Q �m0Z W�/ L I..L 0O III Z LJ T--I Z D_' M OUa�1Z ZZ Z u- gf �' O Q T-4 L Z Z ry Z U -se QU� _O m Z S5 z z J W CO 0 LAST PLOT DATE >N Dec. 21, 16 O STRUCTURAL DETAILS 12 I INSULATION — BAFFLE INSTALLATION PER CHART ON SHEET S3 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/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 I SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS ix2 NAILER W PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL n NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT U) FOR MORE INFO 16" O.C. 2X S.P.F. STUDS w o = W/ (4) 16d TOENAILS TO TOP PLATE O U) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d I- Z) W LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD wI= INSULATION PER CHART ON SN1 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSI3 (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C W TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S B R < FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ DRAFTSTOPPING SHALL THE CONCEALED S6 S6 SPACE INTO APPROX. QUAL AREAS.DIVIDEFOAM. ` FLOOR SYSTEM ETL SEAT ER PLAN - 0 OR FELT PAPER FOR - - MOISTURE a . fBARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" S, GYP. TYPE " X" @ GARAGE ONLY) DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS �� STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB �8"x8"X16" CONC. KNOCKOUT INSULATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON SN1 SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT oila EACH FILL CELL TYPICAL lx 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 d MUNICIPALITY 4"to 6" BELOW GRADE c FINISH GRADE M ' I -III I � _ _-_-_-_ --III-III-I ' I 1-III-I I -I I III 6x6 Wl AxW1.4 I IIl i III=III=III=1 I I I .°. r WWF OR FIBERMESH �1 111111I 11 111I1I � 11I I I II I -II1=III=11I_III=III= ° I1 � 11111111 o � I111- T Z � " I , ,111I_ STD. 90"HOOK (3) # 5 REBAR ON 3" CHAIR 411 _ �_g (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION r,. SCALE: 3/4"=V-0" USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS TO STUD 2nd FLOOR W BEAM/GIRDER 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" ox. w/ 12-8d NAILS 1st FLOOR WALL USP LSTA24 STRAP w/ 8-1 Od x 1 1/2" NAILS TO STUD & 8-1 Od 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" 0/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'-O" OF END WALL W/ (2)1Odx3" @ EA. END INTO 2'W" BLOCKING FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSSMOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. SPACER BLOCKS 'T" CORNER TYPICAL "T"AND CORNER DETAILS 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 WEEP SCREED INSTALLED PER MANUF. USP HTA20 @ 24" O.C. W/ 10-1 Od 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)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSc FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. USP HTA20 @ EA. TRUSS W/ 10 - 1Od x 1 1/2" NAILS INTO FLOOR TRUSS & MIN. 4" EMBEDMENT IN KO 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 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. (3) 2X4 B.U.C. U.N.O. REFER TO B.U.C. DETAIL 8/S5 FOR NAILING INFO 8 -1 Od NAILS TO STUD PER STRAP SYSTEM MSTAM 36 MASONRY WALL SCALE: N.T.S. RIBBONS LL S6 DETAIL (FLOOR TRUSS) 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SECTION SEE SHEATHING C/S3 FOR ADDITIONAL SPECS ON FLOOR 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 FOR WALL HGT. > 8'-6" EMBEDMENT 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C. TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH _� 1F, III -..'-I � I III—� I —III III- -$'I, , III —III —I 11,=81' —III—I 11, $;, (3) #5 CONT. ON Y CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 2 - S.P.F. #2 CONST. GRADE TOP PLA' SPLICE MIN 48" APART "_q" = NAIL ING 1, OPENING I 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 OE STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL IF FULL HEIGHT SHEATHING FROM TOP NO SPLICE @ HEADER - NAIL SHEATHING TO ( 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 77//16' STRUCTURAL 1 OSB MIN. PLYWOOD SHEATF PATTERNREQ'D .A,A1 1 r%I1r-ATI11\1/1 lA1r1TA1 1 A \1A11 lA1 f 11r-11 sFF Npo� N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 1 Od NAILS @ 8" O/C TYP. — DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WLL 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 4'4 1 (2) (3) (2) (2) (1) USP LSTA30 9'-16' (3) (3) (2) (3) (2) USP LSTA30 N�FRi R 1 S4 BOX HEADER ONLY LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 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. r--P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED CONNECTIONS (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2509 PSI CONCRETE MIN, SLAB W/ 6x6 W1.4xW1.4 r WWF OR FIBERMESH \ C �� .• 4 '..d n .. a q a. M ICI II I — I. I —I (3) # 5 REBAR ON 3" CHAIR 4" 1'-811 W/3" MIN. CLEARANCE ALTERNATE FOOTING Im m 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 o Z @ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. � J Q W Z � W F- 0 Z w Q U) O � w0 O w v W 04 N W Z mLL m _� Y p O 00 Lo = O� F- p v Q � 0 CJ 1• <Z U-M0 ¢ UJ �O W aft= CL C:;,, y :�• 2 0 W T WV 55 yf;�y' QQF� •-4 jmi d. v" U) nr+[ N of 0 WLU — 0 � FFF--J F- Q ^N` > 0 ^ o W L i -�o 11 U N V -0-0- ! c) E ' (D 6 0 W 2 o OLLo U •/INS w Q! W L p E� v e. -0 w L1 3 W ow ai wow wHQ 0!�J ��Yzof Z Qn02 J<o,1t.1_CiOwoJC• Q V � =OX ZL�i. 0Z2011- c�W°�wozoW°—°mz� ~ 0 00 o 07 o Z _jOdozYOZzL'-m<o J¢F¢-< Wg FO WZ_2() a_ Q O N Z LLI 0 I— > (n O 0 (O O Q M Lo � U) u_ Q� CL c6 aUa00 z �- W W -, C) mIZT N N 1 N 4 C)CD C 1 �° N°' O > Lo 1 O Z Z —z9 N Wog' w W U7 N z �0 > Q 'a ( v n ZW~ w F- F- � Q ~m0Z W �Ilo'J v z ? �--� > Z Z LL � �Q � � Od�w U)ZZ Ne Z U U< 0 a _O W Z S6J Q z Z C) W C) LAST PLOT DATE >(V Dec. 21, 16 A A O STRUCTURAL _J i DETAILS -MONO 2X8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 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 BLOCK HEADER 1 X4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 3-1/4" LONG X 3/16"05 FURRING 3116" 0 X 3" LONG FURRING TAPCONS 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGEREDLllX8 2X8 BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH �I 1-1 /2 DETAIL MASONRY THROUGH 3" DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12 O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS rc SCALE: N.T.S. SS 1/4" MAX 2'-0" SOLID BLKG. AT TOP BTWN. ARCHBLKG. & BUCK � SECTION A -A 8" 8d NAILS AT 8" O.C. AT BUCK (4)10d NAILS INTO 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4)1 Od 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 J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO ) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END ---_� LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. EXPANSION STRIP 20 ga. PANEL ANCHOR 1/4" EXPANSION BOLT (2 9 ga. PANEL PER ANCHOR) REINFORCING (EVERY OTHER COURSE) EXPANSION STRIP 6" MIN. LAP SPLICE W/ := REINFORCING PANEL 6" MIN. LAP SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. SEALANT GLASS BLOCK DETAIL GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REBj (lYP,) STD. 90' HOOK (1 Ell, +5A NOTCH WEB AT FIRST 2 COURSI CAPACITY = 945 # FOR 1 STRAP =1890 # FOR 2 STRAPS 1-PLY PRE-ENGINEERED TRUSS 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 12" WEDGE BOLTS [ (1) STRAP = 1225 # , (2) STRAPS 2450#1) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3)1/4" X 31/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) -12d NAILS 2X6 TO 2X4 , JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. — FILLED CELL PER FOUNDATION PLAN A YP.) THE :S 1 IAIAt'f-%=10TAC21 C IAICTAI I TIr1Al FILLED CELL INSTALLATION SCALE: N.T.S. OV FRNgN + 12 + + SEE + + PLAN + + / + 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. / TRUSS USP RT3A 2X4 SYP EACH TRUSS / CONNECTOR SEE LINTEL SCHED. 000, PRECAST LINTEL SECTION @ ENTRY L SCALE: 3/4" = V-0" SS (1) #5 BARS CONT. TOP WITH MIN. 3" COVER 6'-011 C ° p 4- D � k I_ I- t> I � GRADE P I> o o II M p z ,\ cq ° \ D �. 16" MIN. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS I—F.F. (2) #5 REBAR. MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD ?TN ,--PLYWOOD SHEATHING / BLOCKING AS REQUIRED TO SUPPORT + SOFFIT + + \ + SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS RFF RI-IFFT 112 AND FOR HTT16 W/ (18) -16d NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 5" EMBEDMENT & 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" 2"x BOT. PLATE W/ (2) 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 FILL 1 st 4 COURSES SOLID W/GROUT z: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR 11 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" SCALE: N.T.S. ° ... I A>' Y o .. #5 BAR .D V D p 1011 n a p ° CENTERED W/ G IN TOP o _ _ p KNOCKOUT/ N _ E CHAIR BLOCK I MONO FOOTING_ I D SIZE AND REINF. PER PLAN — D ° AND SECTION DETAILS -I CLEAN FILL I DIRT 11z °.' STANDARD q 0 N #5 BAR IN . 99 HOOK FILLED CELL ° , - STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF, AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = 1'-0" r IX z O cn U- w O 0 W J U IL g1- U z U) Lo N 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 EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. 1 �5X6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"X6" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL n "CVC11AI /'l^kl/l SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. U) J 0 Z w W ¢ 0 Q CD o w w W w0� 2 hzo 0 r N c� ZLLI LL f _ Ui v CUO 0 a LO ¢ I- Z L qW 0 � ¢ m 0 0 Z is o L z Ili Z w ao `U� ` l� 2 1= 0 W LL 4' O �QLo LLI W 0 z e ¢`ryr _ �� w wv�iz- _ In w H o I=- Q L E W L i �M O C:rn W O 2 o V_/ O LL- o Q .0 � -5 N •^` V w QN c cO E M W L .0) W w 3 W Ow wpl- wwQ �� Yzlr Z Q:2 J�o of< UpRo_jp Q V �(-1— <cyT<-Z LLa)W 0Z�OclF-¢~ pw�wOZpwp�mZS a- �n w w cn U tr y (�� Z U)LL �QapWYOZZ'L0WQ <ow �F� gWO2U�¢ O N Z 0Fn E— (= O O Q co M U? U) H Q cM �U<00 F- Z LU Jo Cfl N O N N 1 CDo N O L N > � Lo ' 0 Z Z —O Z Wwin N�0- '— Q O � a: Zof�� Q =m0Z �uj Z�J 2zIx W � a 0 Z Z L- :5 O M a zW ,.� =Qz Z U O O co Z ss z z J W CD co 04 (N LAST PLOT DATE O Dec. 21, 16 Z O STRUCTURAL J iDETAILS—RETRO FIT ILA THEN WRAPPED AROUND STUD (USP C MTW12) PLAN VIEW SCALE: = 1'4" 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. 314" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND 2' 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 -AT STRINGER CONTACT POINTS 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 MP CONTACT WITH LAN 2x4 CUT G, DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SE ALIGN THIS STUD WITH FACE OF 2ND RISER 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 B2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C L-2x4 SYP BLOCKING I PT NOTCHED INTO STRINGER FOR STRAP D NAILED TO FLOOR WITH GLUE (USP MTW12) BEHIND STRINGER CONTACT POINTS RISER ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4" TAPCONS @ MAX. 32" O.C. 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 IK AND NAILED TO FL( AT STRINGER CON- CTI ON VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP 04 BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'4" NGER SLUED NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK H —2x8 SYP GLUED AND NAILED TO FRAMING 2x12 TREAD GLUED AND NAILED—\ 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS H u BLOCKI FOR STRAP ( SP MTW12) 7x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS iLUED AND NAILED TO STRINGER DRYWALL SPACING SECTION VIEW "B" SCALE: 1" = 1'-0" ER SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE: Z' = V-0" .4 GLUED AND NAILED TO STRINGER DRAFT )P 8 SYP DRYWALL STOP JST NOT TOUCH -RINGERS G x4 BLOCKING FOR 2x12 x4 PT UNDER 2x12 NOTE: REFER TO STAIR DETAIL ON ARCHITECTURAL PLANS FOR FIRE BLOCKING LOCATIONS AND SPECIFICATIONS. 3/4 PLY" ON DECK —2x8 SYF AND N/ FRAMII` 2x4 BLOCK C ou-v L:I- iawcv AND NAILED TO LVL 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH fSTRINGER SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / --PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR )ER PROVIDE SOLID BLOCKING ✓L BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE EEJ 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" BLOCKING SCALE: 1" = 1'-0" 0 1 /Xlrx UUIVZ:) I I%UU I I UIN Ur. I AILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) 2X USP (1 u NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES ECTI ON VIEW "H" SCALE: 1" = 1'-0" L -I = W H H Ct Z W w Q 0 LL Q (n o O > > .J W a- w = H N w O Ow Q w 2m� o _A `; 0 ~ F- O w P 'u T LLLO U FF Q T } i W (Dw r Q �� W�n� Q�.M;« �W 0 1=- F=- Q E O _W L C 'O C! CN W .0.N4— D M t N V O� U o 0 �( m Q V) �N w O i W O0 U O. W (� W 0L to w~Q �2_j QZ)-�U)Q�w'<n'000�O w0~ �m�YZ� Z Q V D�X ZLL zZ>-, F-QF- Z) F— H C'Jw��QZQWQ�mZZ 6- rnww U F � U) LL Q~wp �Fz2WOo2O�Q O Q 0 O 0¢ Q� Q I- L- O C\1 z W O� > (n O CD 0 ID Q M O LO CO C LL G U W 0- co Q Q CO z V I— W , W J0 O J d' O N O N O �� N d' o N o>� �LO O Z z WO (v Wu�- � to Uo�0 N a) z �O�d .> Q Owl-1-- `r ( 1'� `J I- � Q ~co0Z W �z -J n/ T..� �Z OZz oQ oo ��w W rl Wzz ry Z z F_ 0 OU_j _o W z ST a < Z W w J W LAST PLOT DATE Q >(V Dec. 21, 16 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 F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI F'C 4" PRECAST LINTELS = 3000 PSI GROUT PER ASTM C476 PG = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS IT-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUTE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGHT = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT? AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD < 1.0 VERTICAL LOAD SAFE HORIZONTAL LOAD - 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads 4cAST-4496" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-0B 8F16-0B BF20-OB 8F24-OB 8F28-OB 8F32-OB 8F8-1B 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28-1B 8F32-1B 2'40" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 14605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 (7) 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36) 7342 (19 8733 (19 10127 (19 T-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 1 7168 (45) 6036 (19 7181 (19 8328 (20) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 3 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 18467 44) 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37) 6390 (4 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 4 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'4" (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 1 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 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.M. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'4' (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS CAST-CR®TE SAFE LOAD - POUNDS PER LINEAR FOOT ypE LENGTH 8RU6 8RF6-OB 8RF10-0B 8RF14-OB 8RF18.0B RF22.OB RF26-0B RF30.OB SRF616 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8R90-1B 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 11 77 2481 4567 6389 8060 (34) 7917 (19) 9311(19) T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 (10) 8060 (39) 7402 (19) 8706 (19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 (32) T-6" (90") PRECAST 669 755 1,190 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 (48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 (47 SAFE LATERAL LOADS FOR R" PRFCA.RT A PRFSTRFSSFD 1J-LTNTFLS 4c^ST.40916" SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" '90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 11'-4" (136") PRECAST 284 260 401 452 178 152 12'4' (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AST-404" 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 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <^ZT-CRETA SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F121T 8F16 iT 8F201T 8F24 iT 8F28 iT SF32 iT 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 fi627 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 7'-6" (90") PRECAST 727 (23) 1021 1634 (12) 2102 (1 2571(10) 3039 (10) 3508 (9) 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 1133(15) 1471(15 1811(15) 2152 (16) 2494 (15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914(15) 1185(15) 1458 (15) 1732 (15) 2007 (15 530 686 1 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 (15) 1034 (1 1272 (151 1510 (15) 1749 (15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 (9) 441 723 (14) 936 (14) 1151(15) 1366 (151 1582 (15 470 543 928 1349 1649 1948 12247 13'-4" (160") PRECAST 418 1 373 606 14 783 (14) 962 (14) 1141 14 1321 14 428 1 455 770 1145 1 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 (14 887 14 1052 14 1218 (14 410 420 709 1050 1434 8) 1694 8 1954 (7 14'-8" (176") PRESTRESSED 239 323 519 13 671 (13) 823 13 976 14 1129 14 246 390 655 968 1324 (8) 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 (13) 909 13 1052 (13 230 364 609 897 1224 8 1562 14 1801 (14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12) 754 12) 872 (12 192 303 500 732 1 993 8 1268 14 1470 (14 19'-1" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12) 746 (12 166 1 261 424 616 831(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 ( 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 (1 137 221 354 508 681 (7) 861 13 997 13 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 4ANT-40E" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10-1T 8RF14-IT 8RF18-1T 8RF22-IT 8RF26•1T 8RF30-1T 8RF6.2T 8RF10.2T 8RF14.2T 8RF18-2T 8RF22 2T 8RF26 2T 8RF30 2T 4'4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4`-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 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 (151, 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 LINTEL PLAN G UNIT '1871- 1ST FLOOR PLAN 1 /411 = 1'-0" F O O POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE - L - L i r8FI6-�1B/01T c O°o OO o° o 8F16-1B/1T 8RF14-iB/0T O O O= >" c -r c - o � `co - c c uo 8" PRECAST LINTEL W/ ((1� #5 HOR CONT BAR & (2) COURSES OF $' K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - o O ALL GROUT FILLED O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D _ ✓ ° _- 1-1/2" CLEAR C.M.U. > C L _ f- c w -wH #5REBARAT 0 '22 O� v~i Z , ° BOTTOM MIN. (1) 0 LLu- u 0 `: REQ'D Q �l - o w ;° 16 GAUGE POWERS t; ^ a Lu o " ° STEEL BOXED 0� 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 #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. Z E- GROUT 00 c� z s #5 REBAR AT BOTTOM o OF LINTEL CAVITY O o BOTTOM REINFORCING 7-5/8" PROVIDED IN LINTEL ACTUAL (VARIES) 8 NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-lB/iTI NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT- REBAR AT TOP J Q 2 w It W � Z W < U) (0��LL1I¢_m CD wa 55 w _ F- Q wO� ly-UU wZLL m Ow 2-1y F c1jWr%O N r- Q W °N '�;: .. Q z F- Q;�{, , ��O F-^ 1^ i=0w wLL� . '',1.4 . Z W o w (D It - = w m �_ o .. cn :. w �. s::-w _... o =0� >LO E 0� O N V Q 70 0D -w L o O V g �s0 •V) Lu Q� co c 7W L coO Eri W W C7 W w w~ Q w 2 J w �g� O Z Z <D-�Qto O¢IY¢u.00L.j0 ~00 =Owwwo-owoomzZ¢_U jrJ (3 o O (n -j(DQ>WYoZwZ0wOjr �¢ 0 ¢ \ Upa u- Q~Ow �HU gwZ�U 0Q 0 0 �Q¢�¢ ¢ LL LL O O Z w O� > CO 0 0 F)� M O Q w M Q W Q ls? Wa.ELcM Q U 00 Z W W -10 O N 0 N N O O N O °' > LO 0 z z - z 0 � W��> W (1)N Uo o L� O ow- =Q zw~- �� G( F- CIO 0Z W (Dr 0 � W Z T� �2ZW Z Z D- r' O 0 Da�w �ZZ Q T� ■Z Z ~¢O U 0U� 0 Q Z z Z W1871 w J � O LAST PLOT DATE >(� D 2 0/200 0 6 Z 0 STRUCTURAL - -� DETAILS REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'4" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3'-6" 2'-7 PRECAST (2) D4.5 WIRE (2) No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4' 4' 3' 2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1453 2654 2654 2574 2574 514, 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 6-10" N-6' PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'4" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 81-4" 7-9' PRECAST (2) D4.5 WIRE 2 No.4 548 1001 1001 979 988 91-4" 8'-0" 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" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 11'-2' PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 1Z-U' PRECAST (2) No.3 (2) No.5 287 525 525 337 525 14'-0" 1 Z-8" PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 (2) No. 4 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 (2) No. 4 17'-4" 16'-T PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 (2) No.4 174' 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) 7116 strand + 219 219 165 229 (2) No. 5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" iltTATI "rflL'TATI -In" TYPE DESIGNATION P--1 PLAIN UNTEU QUANTITY OF *5 BAR AT S-SOUD LINTEL I LOWER LINTEL CAVITY [8xl I6-P-1 L/1IU] NOMINAL WIDTH] H `-QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER UNTIL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#SU DETAIL W DETAIL')' DETAIL'H' &'1' DETAIL'K' 2'-10" 1'-6" PRECAST 2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'4" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" 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 5'4" 4-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.S WIRE 2 No. 3 3940 5211 5402 5641 6'-6" 6-7' PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-7' PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'Z8 64' PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8' 4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2' PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1 1222 1568 I T-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 1439 1439 1 1075 1439 17-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 17-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'4" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 13'4' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 (2) No.4 15-4" IN-Y' PRESTRESSED (2) No.3 (2) 7/16 strand + 1291 1291 775 1270 (2) No. 4 174' 16-9' PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 (2) No. 5 20'-0" 18'-B" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 (2) No. 5 21'-4" 20'-9" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 (2) No. 5 22'-0" 20'-B" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 (2) No. 5 (2) 7/16 strand + 24'-0" 22'-B" PRESTRESSED (2) NO. 3 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL TYPE DESIGNATION P - PLAIN UNTEU r QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER UNTEL CAVITY [8x] I6-P-1 L/1IU1 NOMINAL WIDTH J ` QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOUD #5 (1) U (0) L SOLID #5 (1) UU0) LL SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 2'-4" Z-91 PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 N-91 2-8" 2-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'-1IT 24' PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 N-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5'-8" N-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 C-8" 6-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 T-8" 6'-4" 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 914. &-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 TYPE DESIGNATION P - PLAIN UNTEL/ r QUANTITY OF #5 BAR AT 5-SOLID LINTEL I LOWER LINTEL CAVITY [8x] I6-P-1 L/1IU] NOMINALWIDTHJIJ `QUANTITY OF#5 BAR NOMINAL HEIGHT UPPER UNTIL 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 (1)#51 (0)#5L (1)#5U(1)#SU (1)#5L(2)#5U (1)#5L (1)#5U DETAIL'S' DETAIL'F' DETAIL'S' &'F' DETAIL'G' 2'-10" 1'4' PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-7' PRECAST (2) D4.5 WIRE (2) No. 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6766 8225 9200 9445 4'-6" 3'-2' PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 5'-4" 4'4" PRECAST (2) D4.5 WIRE (2) No. 3 3428 3727 4091 4091 5'-1W 4-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 V-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No. 4 1992 1992 2112 2112 7-8" 6-4" PRECAST (2) D4.5 WIRE (2) No. 4 1921 1921 2035 2035 9-91 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1411 1411 1319 1489 10'-6" 9'-T PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 11'-4" 101-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 10'-W PRECAST (2) No. 3 (2) No. 5 992 992 751 1035 124' 11'-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'-4" 12-0" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-0' 12'-8" PRECAST (2) No. 3 2 No. 5 804 1 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 2 No.4 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 (2) No. 4 17'4' 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 (2) No. 4 19'-4" 18'-0 PRESTRESSED (2) No. 3 (2) 7/16 strand +" 655 655 340 645 (2) No. 5 20'-0" 18'4' 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 22'4" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 (2) No. 5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 7-1 DETAIL "E" DETAIL'IF" DETAIL "G" TYPE DESIGNATION P - PLAIN UNTEU r QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8xl L/1IU] I6-P-1 NOMINAL WIDTH J NOMINAL HEIGHT JJ ` QUANTITY OF #S BAR AT 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)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2) No. 3 10000 10000 10000 10000 4'-6" 3'-7' PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 5'4' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" V-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6'4' 5-2' PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6'-2' PRECAST (2) D4.5 WIRE (2) No. 4 4693 4693 3976 4661 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 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 10'4' 9'-2. PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 101-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 11'-2' PRECAST (2) No. 3 (2) No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No. 3 2) No. 5 1605 1605 1107 1605 14'-0" 12'�" PRECAST (2) No. 3 (2 No. 5 1490 1490 992 1490 1 N-91 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) 7116 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" 16-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 (2) No. 5 21'-V 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 877 877 501 966 (2) No. 5 22'-U' 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 (2) No. 5 (2) 7/i6strand + 24'-0" 22'-9' 1 PRESTRESSED (2) No.3 (2) No. 5 740 740 393 772 TYPE DESIGNATION P - PLAIN LINTEL/ �j r QUANTITY OF #5 BAR AT S-SOLD LINTEL I I LOWER LINTELCA-TY [I8x] I6-P-1 L/1IU1 NOMINAL WIDTHJ J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8T'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)U(0)L #5 1 U 1 L SOLID #5(2)U(1)L DEFAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 31-&" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 74' PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-7' 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-4" T-9- 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5'-8" 44' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 541 5'4" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 91-8" 8'4" 1 81-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [I8x16-P-1 L/1 U] NOMINAL WIDTH' j L 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: FM 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 TOE LEG BARS: (PLACED IN FIELD) SCHEDULE) 2" 2" (11 #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 1132" STIRRUPS AT 4'-0" cc 00 ODM (TIED OR WELDED) In In n Ln BOTTOM BARS N SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5' 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD)) (SEE SCHEDULE) 2 7 2" (1) #5 CONTINUOUS REQ'D. Co PER STRUCTURAL PLAN 00 M 7/32" STIRRUPS AT N-O" cc Co M (TIED OR WELDED) N BOTTOM BARS =I SEE SCHEDULE 1 7 5/8" 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 LINTELTYPE LINTEL STEEL TOP LINTELSTEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5J (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 2'-7' PRECAST (2) D4.5 WIRE 2) No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 1 10000 10000 10000 *4' 3'-2" PRECAST (2) D4.5 WIRE 2) No. 3 10000 1 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No.3 10000 1 10000 10000 10000 64' 4'-W PRECAST (2) D4.5 WIRE (2) No. 3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2) No.4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7'-B" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2) No.4 5430 5524 4236 5756 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 10'4" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No. 3 (2) No. 5 2699 2699 1 1959 2699 12-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No. 3 2 No.5 2269 2269 1577 2269 13'4" 12-0" PRECAST (2) No. 3 (2) No.5 2034 2034 1366 2034 IN-O" 12'-8" PRECAST (2) No.3 2) No.5 1878 1878 1225 1878 IN-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 (2) No. 4 15 4' 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 (2) No. 4 174' 16'-0" PRESTRESSED 2 No. 3 () (2) 7116 strand + 1698 1698 944 1546 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 (2) No. 5 20'-0" 18'-8" PRESTRESSED 2 o. 3 () N (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) 7/i6strand + 1023 1023 576 1121 (2) No. 5 (2) 7/i6strand +j 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 898 898 481 947 I TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL I I LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH] L QUANTITY OF #5 BAR AT NOMINAL HEIGHT I UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DU DETAIL'DM' DIETAIL'DU &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10" 10000 10000 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2" T-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'4' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-8" 5'4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7-8" 6'4' 6'-0" PRECAST (2) D4.5 WIRE (2� No. 4 3338 33W 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 LINTEL PLAN O O O UNIT '1871' - 1ST FLOOR PLAN 1 /811 = 1'-011 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 45 1111 1 U10)LL SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 7-0" 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" N-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1 1553 1553 1284 1284 4'-8" 3'4' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 6-8" 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" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9' 8" 6-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 r•� ;. .r• !. � A DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x2411 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 1 U 1 I L SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'D0' &'DP' DETAIL'DQ' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4-0.. 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No, 3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 N-8" 3'4" 314" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5'-8" 44' 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 7-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 TYPE DESIGNATION r., r- : ,:• �;' : P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT +_.. •: S - SOILED LINTEL I LOVER LINTEL CAVITY [8x16-P-IL/IU1 tmMBIAL VIDTHJJ LQUANTITY OF #5 BAR AT +• rum1AL FEIW UPPER LINTEL CAVITY y DETAIL "DL" DETAIL "DM" DETAIL " IN" DETAIL "DO" DETAIL "DP" DETAIL "D(r TYPE DESIGNATION P - PLAIN LINTEL/ QUANTM OF #5 BAR AT S - SOLED LDCU -1 I r LOVER LINTEL CAVITY [8Ix16-P-IL/IU] NONINAL WIDTH-]] QUANTITY OF #5 BAR AT NOKWL FEiIXr UPPER LDM1 CAVITY TYPE DESIGNATION P- PLAIN UNTEU r QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x16-P-1 L/1IU] NOMINALWIDTH] ` QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 81x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5-10" Precast 583 1624 6'-6" Precast 486 1396 7-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'-4" Precast 132 651 12'-0" Precast ill 593 12'-6" Precast 98 544 13'4' Precast 82 475 I N-Y' 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'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended M J Q = W F W ~UZ t~i_ W Q C) w d U) o w H w0� ofUU Ow N w Z °LLD C14 ` « IUD 000 Qwv =mom �;`❑x s Lo _ - CD O ,LL Of �oO raw } z z w W LL = W ❑ F- Ty 5 r C� T .' ry v r 1 Y O ❑ } Q W W>� v/ W[ +¢rem.; L❑L ❑ > F- F- Q LO E (I\l > 0 O 7 y-M ri P V) V O CO d o> C: D ° 2 8 �s °L-L1 .N V w Q� W L co EM 46 � 70 CL W W W C7 wLLi Q jw WF-o-j wOwLEU000 � O z of F-w QZ QQ M� R0Q0W121zo0,00z UT 0 Z 55W [L LLI W Q�QpwQ�ZWZp��oa W ��Z::) LL W �I- �W❑ Q Q LL_ Q 0 < LL. O O N Z UJ O� > U) O I.-: co O Q M i S rW vJ L Q W Lq 0 cM EL r 00 Q U Q Z i- W W J� O C N O N N 4 0 C) L0 O Z Z -ZO WWF- � W WN Uo�o Lo > Q oa=Q ' (D zW~f Q ~000z W F- 2 Z rI v O t w Z T� �2zrl� Z Z LL O Q d } w CD Q TI Z Z • Z O U Z U O� O F-00 Q Z Z S 12-1871-j W '^ o >N LAST PLOT DATE Dec. 21, 16 z-i-0 O STRUCTURAL J DETAILS (L) PRODUCT APPROVAL SPECIFICATION SHEET < USP Stock No.. A3 USP Connectors Florida Statewide Product Approval No. FL17244.1 Evaluation Report Basis ESR-3455 Simpson Stock No. A23 Cross Reference Florida Statewide Product Approval No. FL10446.2 > Evaluation Report Basis ESR-2606 -6--1 (D (D C_ C/) -Fu (D -0 > C- (2 0 40 (D a) c) o 2 -10 0- W 72 -0 0 0 LL_ 0 -r-- U) M C) > E (D "0 U) (D W 0- U) M Q. C/) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, 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. FA. Category/Subcategory Manufacturer Product Description royal Number(s) Test Pressures 1. EXTERIOR DOORS IThermaTru TFIL`15225.5 lPremium, HD210-2 HD212-2 FL17232.3 FL17232.3 ESR-3445 ESR-3445 HU210-2 HU212-2 FL10655.20 FL10655.23 ESR-2549 ESR-2549 SWNGING ThermaTru Srnooth-Star and Benchmark +67.0/-67.0 sf Construction Series and Benchmark FLI 5225.6 +47.0/47.0 psf H D216 FL17232.3 ESR-3445 HU216 FL1 G655.29 ESR-2549 ThermaTru Fiber Classic I Smooth Star FL1 5000.1 +55.0/-55.0 psf HD216-3 FL1 7232.3 ESR-3445 HU216-3 FL1 065519 ESR-2549 B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.0/-40.0 psf HD26 FL1 7232.2 ESR-3445 HU26 FL1 0655.31 ESR-2549 C. SECTIONAL Cloe2y BuildlM Products Residential WndCode Doors W5 (8XZ) FL1 5279.37 +30.01-32.0 psf HD28-2 FL117232�3 ESR-3445 HU28-2 FL1065534 ESR-2549 Clo2ay Building Products Residential WndCode Doors WS (16X7) FL15279.53 +30.0/-30.0 psf H D41 0 FL117232.4 ESR-3445 HU410 FL1 0655A4 ESR-2549 Clopay Building Products Residential WindCode Doors W6 (8X7) FL1 5279.85 +38.0/-42.0 psf H D412 FL17232.4 ESR-3445 HU412 FLI 0655.45 ESR-2549 Clopay Building Products Residential WndCode Doors W6 (16X7) FLI 5279.102 +37.01-41.0 psf H D61 0 FL17232A ESR-3445 HU610 FLI 0655�511 ESR-2549 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FLI 1537.1 N/A (see inst sht) H D041 0 FL17241.5 ESR-3444 HUCQ410 FL1 1468.11 SIM200804 HGA10KT FL17236.6 ESR-3448 HGAI OKT FLI 1470.4 SIM200803 2. WINDOWS HGAM1007-- FL17699.1 Evaluation, Report HGAM10KT FL1 1470.4 SIM200803 A. SINGLE HUNG General Aluminum Company Series 1560/1570 FL1 5217A - FL1 5217. 5 +50.01-55.0 psf LU HHCP2 FL1 72363 ESR-3448 HCP2 FL10447.2 ESR-2551 General Aluminum Company Series 1900/1970 FL1 5217.7 - FL1 5217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 158011590 FL1 5288.1 - FLI 5288.2 +40.01-50.0 psf HTA16 FL 17680.2 Evaluation Report HETA16 FLI 1473.5 SIM200802 General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.0/-50.0 psf HTA20-18 FL1 7680.2 Evaluation Report HETA20 FLI 1473.5 SIM200802 C. FIXED General Aluminum ComLany Series 1550/1570 FL1 5278.4 - FL1 5278.5 +40.0/-40.0 psf HTT16 FL1 7324.1 Evaluation Report HTT16 FL1 1496.1 ES-0130 General Aluminum Company Series 1900/1970 FL1 527Z.7 - FL1 5278.9 +40.01-50.0 psf HTT45 FL17324A Evaluation Report HTT22 FL1 14961 ES-0 130 E. D. MULLION OTHER General Aluminum Compny 1445, 5347 and 5547 Vertical Mullion FL1 5333.7 WA HTT4 FL117219�2 ER-0200 HTS16 FL1 0456.22 ESR-2613 HTT5 FL17219.2 ER-0200 HTS20 FLI 0456.23 ESR-2613 HTW16 FL17244,8 ESR-3455 HTS24 FL1 0456.24 ESR-2613 3. PANEL WALL HTW20 FL17244.8 ESR-3455 H T S 330 FL1 0456.26 ESR-2613 A. SIDING James Hardie Building Prod. Cam lank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NZA HTW24 FL17244.8 ESR-3455 HTSM16 FL1 1473.11 SIM200802 B. SOFFITS Alside Solid and Vented Soffit FLI 5272.1 - FLI 5272.2 +70-0/-70.0 psf HTW30 FL17244.8 ESR-3455 HTSM20 FLI 1473.11 SIM200802 C. OTHER HTWIV11116 FL6223.2 Evaluation Report HGT2 FL1 0456,18 ESR-2613 HTWM20 FL6223,2 Evaluation Report HGT3 FLI 0456.19 ESR-2613 4. ROOFING PRODUCTS H0GT_2_____ _FL_6_223_._3___ Evaluation Report HUS210-2 FL1 0655.92 ESR-2549 A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 and AR), XT30 and AR) FL5444.1 WA HUGT3 FL6223.3 Evaluation Report HUS212-2 FL1 0655.93 ESR-2'549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL1 0655.94 ESR-2549 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A HUS212-2 FLI 7232.7 ESR-3,445 HUS28 FLI Oi655.96 ESR-2�549 C. ROOFING FASTENERS NOTUSED HUS26 FL172323 ESR-.3445 HUS28-2 FL1 0655.97 ESR-2549 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL6219.1 - FL5219.3 WA Florida Metal Products, Inc Vent RV1 0 FL2075.1 NIA HUS28 FL17232.7 ESR-3445 LU24 FL1 G655.103 ESR-2549 Lomanco, Inc DA-4 Exahust Vent FL1 7202.1 WA HUS28-2 FL1 7232.7 ESR-3445 LU26 FL1 0655.104 ESR-2549 O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 NIA JL24 JL26 FLI 7232.8 FL1 7232,8 ESR-3445 ESR-3445 LUS210-2 LUS24 FL1 0655.107 FL1 0655.109 ESR-2549 ESR-2549 E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL784916 WA Boral Tile Saxony 900 FL7849.13 - FL7849.16 WA JUS210-2 FL17232.12 ESR-3445 LUS26 FL1 0655.111 ESR-2549 F. OTHER JUS24 FL17232.11 ESR-3445 LUS26-2 FLI 0655.112 ESR-2549 5. SHUTTERS JUS26 FL1 7232.12 ESR-3445 LUS28 FLI 0655.113 ESR-2549 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 Global Protection Products GPP Fabric Shutter Series 2000 FLI 5088.1 N/A JUS28 FL17232.12 ESR-3445 LEGS FL1 0667.71 ESR-2615 Town and Coun2y Industries Safety Edge Storm Panels FL12856.1 +54-01-54.0 psf JUS46 FLI 7232.12 ESR-3445 MST60 FLI 08523 ESR-2105 All American Shutters Galvanized Steel Storm Panels FL1 3578.1 NIA KLEG3 FLI 7241.15 ESR-3444 LSTA12 FL1 0852.4 ESR-2105 U) > O U =:3 o C U) CU > 0 < 40 0 =3 0 0 � Cz In LL] z z S. STRUCTURAL KST260 FL1 7244.15 ESR-3455 A4r, LSTAI 5 FL1 0852.4 ESR-2105 COMPONENTS LSTA12 FL1 7244.18 ESR-3455 LSTA18 FLI 0852.4 ESR-2105 A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852A ESR-2105 Simpson Strong -Tie see chart LSTA18 FL17244.18 ESR-3455 LSTA30 FLI 0852.4 ESR-2105 B. TRUSS PLATES 11W Building Components Alpine Truss Plates FL1999,1 - FL1999.4 NIA LSTA24 FL117244A8 ESR-3455 LSTA36 FL10852�5 ESR-2105 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 WA LSTA30 FLI 7244.18 ESR-3455 LTT19 FLI 1496.3 ER-130 C. ENGINEERED LUMBER Wood Prod. BoiWgnq._W Versa -Lam SID FL164.1 WA Boise Eng,Wood Prod. Wood I -Joists ALLJOIST FL1645.1 WA LSTA36 FLI 7244.18 ESR-3455 LTT20B FL1 1496.3 ER-130 LVejerhaeuser Engineered lumber - TJI FL1630.1 - FL1630.11 N/A LTS19 FL17219.3 ER-0200 LTT131 FL1 1496.3 ER-130 Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527A - FL6527.4 NIA LTS20B FL17219.3 ER-0200 LTS12 FL1 0456.29 ESR-2613 D. MATERIAL Cast-Crete-Gorp_ t!2h Strength Concrete Lintels, FL1 58.1 NIA LTT131 FL17219.3 ER-0200_ LGT2 :FL1 1470.7 SIM200803 Commercial Concrete Products, Inc. H!2h S ngth Concrete Lintels FL1774 N/A LTW12 FL117244.8 ESR-3455 LS30 FL10446.15 ESR-2606 Powers Steel, Inc. PSbox8LT, PSbox8UT HIJS .171-5450.1 WA LUGT2 FL1 7240.2 ESR-3447 A34 FL10446.3 ESR-2606 Powers Steel, Inc. PowerBOX8 Lintels IFL11383.1 NIA IVIP3 FL1 7244.22 ESR-3455 LTP4 FL1 0446.19 ESR-2606 MP34 FL1 7244.23 ESR-3455 LS50 FL1 0446,16 ESR-2606 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. MP4F FLI 7244.24 ESR-3455 WV1416 FL1066T86 ESR-2615 IVIP5 FLI 7244-22 ESR-3455 MSTA12 FL1 0852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 A4r, IVISTAI, FLI 0852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FLI 0852.9 ESR-2105 IVISTAII 5 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 E�S_R-3455 MSTC40 FL10852.11 ESR-2105 APPLICANT SIGNATURE DATE MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC40 FLI 7244.26 ESR-3455 MTS12 FL1 0456.33 ESR-2613 MSTC52 FL1 7244.26 ESR-3455 MTS16 FL1 0456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL1 0456.35 ESR-2613 MTW16 F L 172,44.8 ESR-3455 MTS20 FL1 0456.36 ESR-2613 MTW1 8 FL17244.8 ESR-3455 MGT FLI 1470.9 SIM200803 MTW20 FL17244.8 ESR-3455 M B HA3,56,111.25 FL1 0866.12 ESR-2616 MUGT15 FI_17240.5 ESR-3447 MBHA3.56116 FL1 0866.12 ESR-2616 NFIV135XI12 FL578.2 Evaluation Report HDU2-SDS2-5 FLI 0441A ESR-2330 NFM35X16U FL578.3 Evaluation Re art GLTV3.516 FL10667.8 ESR-2615 PAIU44 FLI 7239,13 ESR-3449 FGTR FLI 1473.2 SIM200802 PAU66 FL17239.133 ESR-3449 CS16 FL108521 ESR-2105 PHD2A FL17219.4 ER-0200 HI FL10456.5 ESR-2613 PHXU3516 FLI 724120 ESR-3444 H10 FL1 0456.6 ESR-2613 RFUS FL6223.5 Evaluation Report H10-2 FL1 0456.7 ESR-2613 RS150 FL 17244.27 ESR-3455 H10A FL1 0456,6 ER-2613 RT15 FL17236.11 ESR-3448 H3 FL1 0456.13 ESR-2613 RT16-2 FL17236.10 ESR-3448 H4 FL1 0456.14 ESR-2613 RT16A RT3A FL17236,10 FL17236.11 ESR-3448 ESR-3448 H5 112.5 FLI 0456.15 FL10456.11 ESR-2613 ESR-2613 RT4 FL172�36.11 ERR-3448 H2.5�A FL10456.12 ESR-2613 RT5 FL17236.11 ESR-3448 H8 FLI 1470.3 SIM200803 RT7 FL17236.11 ESR-3448 SPI FLI 0456.41 ESR-2613 RT7A FL17236.11 ESR-3448 SP2 FL1 0456.42 ESR-2613 RIBA FL17236.11 ESR-3448 SP4 FL1 0456A3 ESR-2613 SPT22 FL1 7244.30 ESR-3455 SP6 FL1 0456.44 ESR-2613 SPT2941 FL17244.31 ESR-3455 SP8 FL10456A5 ESR-2613 SPT4 FL1 7244.32 ESR-3455 SPH4 FL1 0456.46 ESR-2613 SPT6 FL1 7244.32 ESR-3455 SPH6 FL1 0456.47 ESR-2613 SPT8 FL1 7244.32 ESR-3455 SPH8 FLI 0456.48 ESR-2613 S WA PT114 FL17244.32 ESR-3455 U24 FL1 0655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 H HUS28-2 FL10655.3 ESR-2549 SPTH8 FLI 7244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL1 7232.14 ESR-3445 HGUS5.25112 FL1 1468.11 SIM200804 THD28 FLI 7232.17 ESR-3445 HGUS414 FL1 1468.10 SIM200804 THD28-2 FLI 7232.17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 d2 F Ll 1473.19 SIM200802 THD412 FLI 7232.17 ESR-3445 MSTAM36 FL1 1473.19 SIM200802 THD612 FL17232A7 ESR-3445 MSTCM40 FL1 1473.19 SIM200802 THDH414 FL1 7232.18 ESR-3445 HHETA20 FLI 1473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2 .5 FL1 14703 SIM200803 UPHD8 FLI 7219.6 ER-0200 LGUM26-2 FL1 1473.12 SIM200802 SHEET NO PA 1.0 - f Florida Departmert of Business & Professional Regulation Pup.101 Su1g Codes and Standards 741arldl6 Product Approval Appkittim Detalt 29 a Eider laic 1211111 2HLemon Rik .isms Version meambalar ram oral w a r r.. a. Rawkion 2M4 PWMI •TM Coopaorawn MckWiright Naftwil--A09odlitairm It Ryan 4 pop, PE. 02202116 ONW2015 03403ri016 cowry. E'arCOV DOOM (41e)2WIM Mamvemookawasts (813)787.Q83 S011014011 SWAVQ Ea104w poor Assemblies moneWWdx. Complacce Made* Certkagm Mark or Llg*Q am air gorse Damon Heat lwtynz gm llasltttaot Pimaeoa 5 s &Mud;SmoW.Uw&quat: and &*W49worwned by 60 and WO Ope" and Gazed Fkerow Door%ft 1wir2021 No Yee No WA Themma-TnL64ruct and *ft-A 94"M imah" ad oalBmVr9 lick A.l 2tLbogft am -. LM ] sal MeachamSubmdbd = AMINVAMI Astaana Rialsmn 2OU TtWma-Tru Corwittori Rcawfa14 Noricum AoMldMW& Ryar,i,",PE. oa*a=15 ow312016 O7RL6l2M6 Appasved C&NgW. Exactor Doors (41e)2e8.1740 MwAgamentiamobift t813)767-5203 111000W9W.. SMragM E: imlOr Door Aemembses CampBaws Mehow Ca91icadm Mark or LAap Dam gabidityAssurairm JualumbbiftEv" AmMMAI rLfw 11131111111 kou 5 e^ &quotnaelh• 1111,11 ,and by hie and N0 opaque rid Gained Fbwgkw DoorwM 12031=1 No Yw No WA Thama l"quot sad vAavAd Slawlsa.. - arld Cartax g Florida Departrineint of Business & Roliessional Regulation P.pa 1 al Building Codes and Standards 741=15 Product Approval AppticaHdn Derail 1 dt codeversion: 2014 FL.ak 15225.5 - AppaeYsat Type: ALL P odu t . ALL Caepoy: ALL swxgwow� ALL cadevaskn: 2014 FL &. 16228_a AppReEdW SWUNt ALL Cortpsence Macro: ALL APPOMOMTyres; ALL ProalrrtMaa&robrrwt: ALL QwMMFAm"wer d EWW Corwat bwhad: ALL Product Model, Numiaror law: ALL Cmasory: ALL subtaidow. ALL Product ALL Approved for use in NV1R': ALL Application 541sa: ALL Compliance Madiod: ALL Approved fmuss m.eide RN1L ALL Nhpact ReWkett ALL yty AeMrnnq EtrfhyCmntract EspNaa ALL fRotauu MbdN, NuetWrw Naete: ALL Dasignpiffew ALL Dab From: ALL Pmdra Dftuwjac ALL Appravedforu eaNV1¢: ALL Dab To: ALL Appmared lbr awe owelde RVIM ALL ImpsaRaetsbna ALL 0.1ga pmaimi ALL Gab From: ALL DwM TM ALL Fiorda Departnlerit of Businaee & Professional Regulation Pp.1 a i Building Codes and S nderds 7120=5 ProductApproval Application Dew Florlda Deparbriont of Business & Professional Regulation Page I orl Building Codes and Standards 7mxarls Product Approval Application Debit t:N&tz contact v4nmated ow Brem Stager Luis Roberto Lomas st4Yam K Utich, PE 4717)305M PE�02514 (717)932-85W bd&m2a4lc1Mya0(*m Froduct SERIES 42U ALUMINUM SGD REINFORCED OXO a46ar4&+wa;tab CadeverAow 2W4 FLt. 15332a Cos Vann: 2014 FL V. 15 Z3 gpPNtWpn TyPw: ALL Product ALL ApplatuAh."Typo: ALL Produttawrrmuxurer. ALL CM•gerY: ALL Sabaateeary: ALL Caosawr ALL ALL A0016*11 a Bt muiz ALL co"Oeue modes lr ALL Appliciuloa Stan: ALL - - lNawd: ALL Quarry Awwmmce Envy Canbaot Raked:. ALL ProduOr rMudvl, PstalilMarNMWr: ALL QuMsf Assurance Entity Contrast Erbrroda ALL Product No", Nunbsr or Nsn4: ALL productoeandpdan: ALL Approved for uw a KVIM ALL Fmduetoeeedpdon: ALL Approved for Use Is NVIC ALL Approved for we oaWe NVIIZ: ALL smpwct Rw *W* ALL Approved for use ouWfds HVNM ALL Or o Rwr144** ALL Deign Ppeeas: ALL Dtft From: ALL D"w prwwaA: ALL. Daft Froa: ALL Does TO: ALL Dab TO: ALL search crithig Lodi varsima: 2044 R. a: 1&27g_31 AiNiftabou TYW ALL Product M—hicuxss: ALL CCoNgMT. ALL aabcarwuK ALL ALL Owpsanae slwdad: ALL QWft AsswecoN Auft co iruo ibq** : ALL Produrk Modvi, Ma riboray Now ALL Description: ALL Zlr. for use a wlAm, ALL ApgovW waOautei& LIVNZ; ALL i'mfur:tRwlievirt ALL DeMpa _ ALL Daly From: ALL Deb TO: ALL Florida Depsarwg of Business & Professional Regulation Papal of Bu is Codes and standards 7=41015 Product Approval Application Debit 211212. am no Os mm ld mmwfackm I $irkLL RBVWM 2014 MI N,sWoIev surd Doan &WASitsger Lou;Rabolo Loma Sbron K U'kh. PE 0613NN15 osas M6 071MMIS digI Ctlpory: Ndndotw (717)385-9300 PE4=14 (717) 932-MM SgKwbgary: SNO HIM NA9.allti compliance Method- Evakwsor Report from a Rolls ReiWMaed NOW or a Ummwd FW All Pra"A lwo Engi w QgINotdxlance 6211111211211 far ARRMndtLgff ilk= rut Dag i oubd& awistbliL p1a 4 SERIES GA 195ALMINUM SH SERIES GA 196 ALUMINUM SH IN 44X84 12MIf M 5 No Yes NO WA Cos vetwom 2014 FL w: 16217A Applicidw TYppvi ALL ProductmwnuMawr . ALL C4owwr. ALL a ebcm.gorp. ALL Appaawtlm Stab; ALL. OoapleacaMMhod: ALL QWigrAssurance, Emla Calumet a~ ALL, ProductMoW,NuwderralWu: ALL praaratDactpth»K ALL Approved for u saHVHL- ALL Approved AN ace rMWlde VVIKE ALL anpactPowtetrn: ALL Dawn Frowwa: ALL Dab From: ALL DMe 7w ALL Florida Department of Business & Professional Regulation P.va, a 1 Building Codes and Standards 7720=6 Product Approval Application IDrtall 201111 Ewbm AtNt ak RWLE09ka 211111. Meet version mwgfkckm come l eguin era Lkanwyeldaird By j(at SubtANed FSC Awl om Rnbiot 2D14 M1Moots and Doors ar aeons LWs Robw Lorm, Seem K Urich, PE SN30MIS 0SQsw6 07A79Yt01S rang FSC Appn Gabgwgrwndows P&M514 (717)M24500 auBCabloW. Sarye Fkeg twaeom CwapYwras Marriott: Evaluation PAW from a Fkdds Raglaesd Aj,*W as Loaned PWdde j P:opacelOmM Empbmr -_ Amrovad for Lk* Aperaym1forUM Migast Dealing �4it tSShct4�If•L pdarba action - - � Mom 9 S�tES GA 196 ALUMMIAM TNN SH SERIES GA 196 ALUMINUM TV*N SN Ni 1201I M5 No Yea NO WA OONTLMLOUS HEM AND SAL fig 1r Mn Coat vanWm: 2M4 FL R 152t 7.9 A'ppaaalm TOE ALL Product . ALL Cstwgol• ALL aWbcaugurr, ALL APP0 1 11 1 Stab aa ALL Cowtpae..e Mad®d:: ALL Qaviav Atetmmte Errtsy Conkul EaPkk.d ALL Product Mo&f, arRwera: ALL Product ALL Approved for use LwW44 M- ALL Approved For wa autWe NVdID ALL empect tt ALL Deelpr Pmswa: ALL Dab From: ALL DMe To: ALL ALA A ANEW I Emu 0413=16 040OW5 05A73fM6 Approved for Los in" mtwn Mom Dmwktk= No eseature 12A1rM5 NO Yea NO WA Florida department of Business & Prof al Regulation Papa I or 1 9dildhlg Codes and Standards 74=15 Product Approval Application Detall seam GYwrb Codeverstom: 2014 FL& 15279.wr AppkWiM Type: ALL PMdu Manabth : ALL ommmyr ALL swxueporle ALI- APPRUAIM enan: ALL Wines Medbd: ALL Owfity Assurace E" Contract Egakea: ALL ProductMedat Number -Name: ALL Product Deweegaon: ALL Approved for use a HVKL- ALL. Appeved far use vrdeWe Maui ALL fipeet Rium"oL ALL Dwipra pn ioame ALL Daft From: ALL owes To: ALL Caro Version: 2014 FL Lk 15217-5 Appkaikic 7YPo: ALL Produetmeautacbnr: ALL Gate¢ary ALL Sabcalsgwy: ALL Appfeation Stan: ALL COmysmw Vivified: ALL Qm1RYAttunrms ErVALYCow*aet apko& ALL Product Ma", Numboror Nw, w: ALL nad,atoaupdom ALL Aprxowd far use a WAM, ALL APPsoved AN tow erWla. RV17f ALL brobaRmistimiu. ALL Design Prwwewe: ALL oat From: ALL 01,66 76! ALL Florida Department of Business & Professional Regulation P.D.1 tr I Building Codas and Standards 70=15 Product Approval Application Dabil 92111 Enow or 111111 Dow VotapendfDLf Auk bw version mamdKkm coma Efldw~ & Lkwm validated By Valktk9 Submildod, teal Afimalloa 2014 as V*.Io—rod Doors Sremsto w LWs Roberto Lorna Sown M. Udda, Pe 04r4 =16 0400=6 oshtLa2mi4 Approved Cateponc Ondaw; (717)385-IM PE-82614 (717)932.85M Sa6Dataory- Hab MW Sher siaGgirQniaaaum Compartace Mothad: Evalussar Report Bona Florida Registered Architect or a Lkamad FWdde P roficsNa1M E091row AwrovW ter the fortbe I»t t amdR3 IPLN wnMrmNan. Cmo.et�V irM7te BrieInRN, lames 1 SERES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 1201MI6 No Yes 72X94 No WA &mesh CrlbM Cadevoraiwr: 2014 FL A 15238A APPIketon TYPe. ALL Plodrat4 her: ALL calworw ALL ALL Application at": ALL 4Mdoa: ALL Qwft Awsnrarce EMay Ooobut Ea$k4d ALL ProductMwK dAmder or taws: ALL Pmd000w oft c ALL Arpmwd for uve Is NVdZ ALL ApprOVOd Wr we edM& HVHZ. ALL inpmR.ablact ALL Dwipr Prwwww: ALL [kb From: ALL Data To: ALL Florida Department of Business & Professional Regulation P4.1 02 Bulking Codes and Standards 7d2Adlt5 -- Product Approval Application Dead 221111 no Ask, l Asps mme Ydoinga Maw Rwrisfon 2014 Ttawma-Tm Corporation fac*vftid Lyndon F. Scamkh. P.E. Rym 1 King,P,.E^ 02M1M16 0111WI5 02e0MIS W64016 Caowppme. F.XWW Doors (419) 29&1740 PEA 3409 M13) 787.9283 ssdaDwt.pnry; SW119% Eadodm DW AMemblia ar4tarns. Coopsemce Method: Evaluation Repoltftm a oam Frorida Registered kohitect ore LLB �.d FWdde womssktsl Boparewr Sala Pmdatt Nodal. xum,ber or Name _ _ .- CA"bal Mao Oak Amravad ferlir AmL msL" ouaw.19aff lit It = 20jam Elishwhial Prassna 1 at, &q ud;PIber-Clwak& iwoL or agoOL'S _ quc1, &rPw.alNdn4mPId&rwmt; Qgmque Filboulow 12y31Y2016 Yes Yee No WA CL—fth&amp:,0d AsT"W.)-O. ng()L OX m Xr3, OXO, XX. Oxxo Conqun9otsj tip l Act 20 Daft Powbao !fs Ions version 221111 awinceraLkerse veldidu &e yididggpd Submisaid Far Appatoi ALmmtaffi ReWehn 2014 --coma-Tor Comomewa RkkVV.Yt Lynbn F. Schmidt P.E. RY-:. d. Ems. PE_ 00128MIS 05OMS 07008t201$ dims fW Ceinw, Eatedor Doan (449)2` -1740 PE-4340D (SI3) ZS7-2203 SubCaftgorr SW" FMWF OaX Assemaba trdlada. Caophimet Martial: Evakwolion Report from a F"a Re9istend Ardmad tor' a_ FWriOu R EaiglraN' - - _ out Prothlyt M20L Higailigg V Mum- E=dmrlm Dablam$ Awmied-fiar _ Amrovadtwifin s1Ba1&Bnbgdl brow otaign 1 a&9-ri wasacoiLquat ord rnucUr-SueSquo6 6&J39p LgooLNm4m;mcbLW,t CTsapte F3rerkaos 1m1RO1s Y- Yea No WA Dw.ba & WtWA suaff"S)-O$aanp ()(, ox or xo, OX0, )no, 0)IXo com1sYrat l 965atluk Cade Vmskn: 20-t4 FL w: 1SMA ApPEeM:o a Typo. ALL Preduat Manu6th wr ALL C8100MY: A" a411-1,0901y: ALL ApppkMLot Stun: ALL coom swowhioowda ALL O"Ny Asvurivoit Emny Cemnol EWrodi ALL PttWuttsbdd„N'ur or ur#ate: ALL Product Dosorafflou^ ALL Approved tat use k4 WAM ALL Approves farwawotFLVHZ; ALL krpsrMRabtraX ALL Design ALL Data From: ALL Dab TO; ALL Flol4s Departirnent of Business & Professional Regulation P.O.1 art Building Codes and Standards 7120=5 Product Approval Application Debit Florida Department of Business & Profess al Regulation Pape I art Building Codes and Standards 7rdtMI5 Product Approval Application Oatall 35kk > - Revision 2014 M1 Vftlowe and Doors CaftgwY. Vandovn +wolow a101110 Hang co mpl•mw Momod: Evaluation Re-ttvvgfmma Rpdde Regl",ad Ambald or a L.awlxad FWrka 1raal Emggko'3* Epolsaesl Sront '_ LuisRobwb Lomas (717)_ -. PE 14 _• iWd.tGYrh ma ArAs Afar mdoam mLagam f Sievem KUW PE 011Wc016 06Q6P2016 0710MIS ding F90Appr+ I7t7)=4riw 622EQ dtorUse Aporovsdfwiisa Ilan Dam ffiR PUAMMadeLNaadnraribibis PI.AntDwobdmn Caawnt€xp3ro8anDOW d& F Premium 7 SUMS GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH V 54M 17nlaol6 NO Yes No NA Cc" vwwwt 2014 FL it 15217.7 Applikadaa Typo. ALL Pmduatabrrafecmrre: ALL Cebpory: ALL Sobcwe.G.": ALL Application Sheds: ALL Compliance hlehad: ALL OuatbAseutaaaaEamlYComrectLVkod ALL ProductMoaM.M tuber -ram: ALL Product owcdpaw ALL Amroad as use in NN4L- ALL Approved Pa^ ass ounud. W 14L ALL I "a RselMan: ALL DMiea Frsommo; ALL. Dab From: ALL DMs TO: ALL Florida Department of Business & Professional Requisition Pope I a I Build rag Codes and Standards 7,aormis Product Approval Application Debit l Rate 21111. Afas Tom versum madiditam ram.:`: fdl0inemaLcaOse yatlatadeyyaNdetedsubwAw FBIG-AM0,1001 Alsw Olon 2014 1ML VW.Ioft NO Doors Br ws mw Low Roberto Lana Srwwm K Ufth, PE O4fd012016 04000016 0600I2015 Approved Obagwy: vandow4 (7i7) -3700 PE-82514 (717)932-5'aYl SmIuCaNiI Nodzw'ital Sales - - . Mddom Comphimco N4Mwd: Evskialm Report from a FmMs Raglstered Architect or A Limed Fblda Pmk&$[om" Em9trnser' r taLlyAeerParze Amrovadcar Use Amrovedfor Use 1111111119 0001110 MMI. Number ortlaw Productrlewbdua Grmiati nDW labn Rwhftd PM"n 2 SUMS GA 19e ALUMINUM rWLR UNTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 72;;54 12r31r2016 No Yea No WA swrah C.IMIa Codt Vankm: W14 FL A 152882 Application Type^ ALL Product Mamiecturar: ALL Cwssawy: ALL sobtwbgoy: ALL Application Sty: ALL Compliance VAUM; ALL aiMayAwwurwrxsFCvnksctEgked: ALL Product Mort, Number orName: ALL Produ4t0e."11KI : ALL Approved for ue41w Li ALL Appro d for w&.uhids HVKF-- ALL Impact Rastidant ALL Design P,— ALL Dew From: ALL Dab To: ALL Version:search coda 2014 FLft f5332.1 Appltaadon Type: ALL Product ALL ALL S-buftsmy, ALL A.._ SftWs: ALL compikeemost ALL QMft A-RAftCOMaetEgtma: ALL Prawal col Numberwleave: ALL Pmauctoceccmdoa: ALL Armn—d ter ua In RYNZ ALL Approved for use wkwkto N16Y ALL aspect Rawetift ALL Denppa prWwe: ALL Dale From: ALL Due TO: ALL Search c(ft", Co"Vankn: 2014 FL V. 163.32.5 APPHbv4- Typo: ALL Prodrro ALL ALL ALL A00flowfim Suca w: ALL C401PINK40 sallsod; ALL QWW4 Asernmot Entity, contract Expired ALL Produti M0604 bprwderOr Nana: ALL Product DweptloY: ALL ApIumvedtoruawaaHviae ALL Approved bar wt o !" NVNZ: ALL kroirotRaPartaft ALL Design Pressure: ALL Daft From: ALL Dide Tm: ALL Florida Depeftei t of Business & Professional Regulation Passel art Burg Codes and standards naam,6 Product Approval Application Debit Cade Version: 2014 FL C 15217_a Appsoadot Type: ALL Product MUKdKtUW.. ALL Cer.s.r1. ALL aa56m gumpr ALL Application Suds: ALL UMhod: ALL Qwwft A00~06 laud Coatut E.xPkwak ALL pmdret M.", limdwrm Name: ALL Product Odacrlµlaa ALL .Appxwad for tuM he WAtd: ALL Agprmw for we onbidr NVfO ALL srpaM lewararalt ALL DeMpr Prwssss: ALL Debt Frera: ALL Data To: ALL Florida D6parinTerrt of Business & Professional Regulation p6g.1 a h BuWg Codes and Standards 7rmrmis Product Approval Apialloation tidbit Search cdterb Cadeveni m: 2D14 FL 19=2 ANON" AIL product Mrrru&bbrnr: ALL ogrgo7: ALL subce4wgatc ALL Application StM: ALL Coapsa soldit cal: ALL. Qualls Awwnrarree amity Comsat ExPkwd ALL Product Model, NuaWer or 11— ALL Product Deww*dm ALL Approvwd la ua in NVNL: ALL Approved far was outside HVlQ: ALL Irwta.t RwkNant ALL Dwlps Prewws: ALL Dab Fmww ALL Dab rw ALL Cl) N c- _ �e 0 �..� ^N W 0 Q 0 2 Ca-0 ^ 1..1.. .CM �w U CU CU Cn 00 0 'L 0 .0ICU V- 0 IO 0 > .� E W O ICU CIO .� VJ cn O U cn O f� ry / O � Q M Q cn�a O VCL r� v / m w m z Z Q J 11 SHEET NO. PA 1.1 —fl�—_ __ ■ . Cato Version: 2014 FLIP: 1SMA Appacatlon Typo: ALL ProductMMUNctumr: ALL caegorY: ALL ALL APpacatiwt Sots: ALL Coffichilemi Wedwdt ALL ffmdYw Assurance EMNr Contncl Erpk►+L ALL Product YoaM.Nunberos Newt: AL Product Dtwaledore ALL Approved liar use to%VKZ: ALL APPWAdIftufeautabe NV12: ALL broact ALL D mlpn pry: ALL Date From; AL DIN To: ALL Florida DeparbTient of Business & Professional Regulation papa 1 a i Buildtlg Codes and Standards 7i2l)OO15 Product Approval Aeration Coil Florida Department of Business & Profesldalal Regulation P"61 mr i Building Codes and Standards 71202015 ProductApproval Application Debit Sawaagodo. Code version: 2D14 FL k. 131922 AppilatlartI Type: ALL Preduct ctta: ALL ommw : ALL ALL Application Santo: ALL conpairsim MWrw: ALL Quality Assurance Dft Cbrttreet F.rcpkek ALL ProduwMgdN,Nrmberac Neva: ALL product DINrubdVm ALL Approndltwusela RVIKE, AL Approved For sue outside, RVIM ALL I locoR in- ALL Drdgn Pmawm; ALL Dab From: ALL Deep To: ALL Florida Departmment of Business & Professional Regulation Pagel Of Buikdhng Codes and Standards MMIS Product Approval Applcatim Detail 21111 iftifty- no EnoimerAugmae _ subsumed FOC Atmemami Ageom imm Rawniom 2014 TAWO euddng pttdmU. bop. rood Edon 2ACMwy ft'., Pdsd Led*8764on 04MI MIS 04N3MI!, 0402=015 0er=016 Approved odeaw. Roarg (417)624W" PE.740V (33t)30D180D 6ad+n�QotY: L1m�iaywemo LarA_resW�o9om.nom 0ornpa"ru Merowd: EwbepWO Report from It FknHds Reowner l Nchbut or a Lkmwd FRem Engine lawns 219M lot DAM MML mumpor or Namitldason Daft owkwo DAUM 6 Nov 1s UL AcpWzWXalad0%g fta 021281O16 No Yes WA WA sm,Ch cHNHa Coda Version; 2014 FL A 12326A Appksdm Ty ALL PtudUavmd aloe: ALL Catagorr: ALL 54boalMa' v AL Applicadan SM. : ALL Complhnar'Method: AL 1yrWAswrmWEn ty'0w&tr tP!l Ii Al Productm, M.NAa Mmiss: ALL Pmdu10@*Crwdm ALL Approved non use b W410 ALL ApPMW norha.011Ida HYM ALL ➢"pact Itestmard. ALL Design Pressure: ALL Dab ietmc ALL Dona To: ALL Flardis DeparDnent of Business & ProfessWrlal Regulation page 1 al l Building Codes and Standards MUMS Product Approval ApplicalhlN Doffii[ SMat Eallk= no ➢tom dolt EmnlrwaLkaan wipalad ev ..:. .. .� ::=.!.i . �.= •. .:..�. i•.. ....•f .... .' t ��.,-a...� �..: . - ._:..:. .. .pit'_ Code version: 2014 FL* 5219.4 AppNntlon TYp: ALL pmgdt tmm dacheac: ALL Cmstgmr. ALL Subsmspot. ALL Application Soars: ALL Coagdomds teamed: ALL 000ft ASKVWW EMNy 00040e04 Esplstk ALL Product MwBUl, Nigub" rNNW: ALL Product Da[sapUwt: ALL Appuovad for use INI� ALL AppeoWdF.W urAM&INFM AL btpectfbeNUrtl ALL Down PION AL Dater From: ALL Daft To: ALL Florida Department of Business & PnNessional Regulation Pagel er i Building Codes and Standards 7MA WIS Product approval Application Deceit Code Veson: 2D14 Pt. A 152M APPMoatlou Type: ALL Product MnaNebust: ALL CMegurr AL St err. ALL ApPeicatipn Status: ALL cor s mete Wedwe: ALL r2rmIAY MertfNKeE LCantaat Erurka& ALL Pmeuetido" Nuorharar NNae: ALL pro"Domwo n: ALL Appratodfoum NWVle AL Approved lot use*WsMa WOM ALL Mnpact RetarWXt AL Doom Pressure; ALL Data Fran: ALL Date To: AL Florida Department of Business s & Prokesti lnal Regulation Pep 1 or i Building Codes and Standards MOMS Product Approval Application Detail ARESLQAWI Code vented: M14 FL A 15278-2 APpNCW Type: ,ALL Product ctunr ALL Cat ow.. ALL »: ALL Application Stdnm: ALL Medrod: ALL QIWNy Asurrratw EmNy Cowhaet 6xpkod: ALL Products!, krL Nuabaror Nave: ALL product DescrIodw AL Appowdfor : use In W-d ALL oved Apprfe—eon ere iota~ ALL briect Rnftbm: ALL tjdgn Pressure; ALL Data Flom; ALL Deer To: ALL Code Vaskenr 2014 FL A 15272-1 AppacWwn TYOW. All, productMwra6actrer: ALL CMtgory: ALL a ALL Apploa6or)oun: ALL COarpaaaee tAWrod: AL y Asaumq EMtiyC�rrtrrxlG keA ALL Prodowift- lWediergfbaee: ALL Produetiheapdorc ALL Approved for use In 144142: ALL Approved for we outside NV1'1L: ALL "pact AL DIWW Prefer it: ALL Data Foams ALL Daft TIN. ALL Coda version: 2W4 FL A 5219.1 Application Type: ALL Product W+mhcarmr, ALL ca"W. ALL SuboMe orY: ALL Application Sbetw: ALL Conrpeaas MNhod: ALL QWMY Assuranw Endiy rarrtract EXPlmd: AL Product Nodtt.Nu~w Naar: ALL ProAntDisriptIM ALL Apprend faruae b HUM AL Approved for two.4" RVMZ- ALL knp&M Resistant; ALL Design Prreaue ALL DateFro": ALL Dona To: ALL search evNWde Code Version: 2014 FL A 2075.E Application Typo: ALL Product Mal katutsr•. ALL Cc4agory: AL 8inc-+togwl• ALL APpNoWW Sots: ALL Coopla—Medved: ALL QuemyAswrrwwe EMMrcormacl awke* ALL Product mWel.NumWror Name: ALL productomodiedarl: AL Apomwd for use" WtA1L' AL Approved for use 9,40 eROM AL Iapeat ReeralrvC ALL D"I"Ptseem ALL Dabflits: ALL Daft To: ALL FWWO Department of Business & Professional Regulation Page i d i Building Codes and Standards TRMI5 Product Approval AppBCaficn Debit _ zam m 291 PstwPandfnn no Im Mullend rNpe a Lkrna v.aaurd EepSubl~ €SC 8a mixogs Aporwmd miga 4fiarmarm 2D14 kg Viltdoae artd Doors emits rKw Lwi% Rnberto Lomax Stavm M, ut", PE 05HIMIS 0601i2016 MOWS Approved N1ndNva (717) . RE 14 (M) 032-6G o wg rl Fnvd .,pgt0 Complence Madwd: Evai�lan ReDor1 inane FvrKa Regietwed Architect or a Ucenwd Fiona RuMemmil Eragmaar atel 5 SFRIES CA 106A UMNUM PICTURE WINDOW SERIES GA 106 ALL MNLIM PICTURE YMNDYN RECTANGULAR AND DESIGNER QualWAsimmance damtrawfor Ufa Approved for Use ioolwt Gahm 1111 JL asIYMfa Etffiens IM Mt016 No Yea No WA IdIdEftcrures God. Verebn: 2014 FL A 15278.5 Application Type: ALL Pmdua mmuepctror. ALL Oaog-r. ALL SA-0-2.arr. ALL Application Stshw ALL CoseprameaMedwodt ALL QWft Aesuranca Entety Contract Erplia : ALL Product Modal. Nuatb" w Novae: ALL ProductD r4dou: ALL Approved lorum b MMM ALL. Approved inn we outside t#YlOC ALL. W"U Rssadank ALL o"Im p meam; ALL Dabs From: ALL Dab To: ALL Florida Departtrtott of Business & Profesatonal Regulation Building Codes and Standards Product Approval Appiicaibo Detail Paxtea1 I MY2015 291111 Aoukz data mre » Wee lost maim mummagror Con wdWay V R901slon 2014 W V era end Door armsiongar 'Lute RoS rid Lonrh Slartrn M. Ulcm. PE 0812ar2016 061901/5 0Ti1i6F20I5 dog FaC Appe CauqW,'Wlndo we 17M 3 K—= 'PE-M14 (717) 932.85M Swccmuorr, MuMbra . Irdawn Ca -Po.nee N AUM: EvM� Report frorn a Fields Ragldwad Araltad ore Licensed Florida Pr oriomol Eagetser QW111VAImm Amroved for Ow Agomvedfor Ues l,Cj?M Deston '44Ait PmAactMedel �XrttX or Naar oaf i.,4'Ai1Z 7 140, 634T AND$547 VERTICAL MULLION 1445, 5,117 AND W47 VERTICAL MULLION 12A MIS No Yes Yea WA dapect CrdaHa Coda Version: 2014 FL A 153337 APPO-5 tType: ALL Product ManuoctarW ALL Come jr ALL ALL Application Stets: ALL CoMpeffiele Method: AL mnlityAttmArwcas EMar7Combat Expked: ALL ProdutttandN. lfunbera Nava AL pmduw U*tppdsg: ALL Apprvmd for use Is WHIZ, ALL Approved Ion w oYWHe 1NFIZ: ALL "pact RaelNwa: ALL DimilgnPnecALL om,u Frog: ALL OVA To: ALL Florida Department of Business & Profmlonal Regulation Pea 1.01 Building Codes and Standard 7Mxa2ms Product Approval Application Debit zaukrs no title Br ice ➢lee. Im Varian canna! EDINJU&L vaadand sv VeNdimst ighmmm m man Amynd man R€ WsIon W14 Adapt "T on Lyndon F. Sehn*A P.E, 'Ryles 1 P,Itp, P,E. 02232d11s 02J1wm 6 O3LW[ 2015 04N dam Appmvad '. categw pedal via" SutCe*&q 1898) ly,LT.2889 PE-4344M WhompsornitirAIM_IxaTr (513) 707.8263 '.. :Sash 0W.Pgaft4* aftapt: EvMudgn Report troll a Rodin ReglAmW Aohaart or a Licensed Fk do _. Elgwrtr - QW411ty Aawaanoo AMMMIM the Almroved lava time Ica seat iOddY$JZ outact Rrni2' an pressure 2 b.&qurtANWoe T4&Wotl Soft Vem err Solid beryl Sank 1Z31=18 No Yes No WA 9earalt criteek Cade Varm"t 2014 FL A 152722 ApNNadorr Type: ALL PmduatMwmffttnr ALL cmmwr: ,ILL ALL Application Status; ALL C8411119200e Alwhad: ALL Quail4'Aaeadruwe EtkalyComract EApSed: ALL Product6tddr fArm --hares; ALL product Lhacdpti m ALL Approved for ues infer ALL Approved tat use outside HVRM ALL Wnpact slated: ALL Destprlpmewwar ALL Date Frain: ALL LLN Tw. ALL FW Ws Department of Business & Professional Regulation Paai err n Building Codes and Standards 7r MI5 Product Approval Application mil 0-0 Erawar 20 gift DAR PAMd met mm yerakn QMEnnlwesa Lkemae ikodintibt AO IMM ReWskin 2014 'Ttt Archkedural[AabiaComperat, bra. Scott sewmr darts L.suckner Sin M, urch, Pe OMIM2016 06904r316 I)Siia2D15 0612mo16 Approved C-lagory. Ropbrg (613)248-Ube PEa1d2 (717)932.9600 SalCaftggrya RoMng Aomsemms gut we an 1vi6datir tQPrMw.mw 101e Pert Utlr , RM" S 6WM C..q#-rca Method. Evaluddn R.Pod Poor. a FXrdda Realpwbd AmSNadt or a Lmoai wl Flo" Prwesapnal sl*w Oaalbv Aasunnea Agnmvod"rUme Ammortforlam low 29ft Aga P7aduat ModeLNIWlnber or Harr* _ - 9,dkwi m 2 2. "mtlkwid Tap CAT Ridge verdwi6a Daft fm Ml qwm 25 George Ste, Nonaerd46A39:, 0&i39;, 12131M MO Ng Yea No WA Tit t; 8&AP3M;, Ot 196t3$ i'vepalM Rbfgo Valk ASa410d to Wmd Dock code Vamlart: Me FLP. 5210.2 Appeudmn TYpe: ALL pmduet Mauiaea —, ALL Calegory:. ALL 8001epgaY: ALL Applicatt-Sfatra:' ALL CunpWocaAeptlhwt: AL Quality Aaaar Mo EFOW Contract Burned: ALL Pmductimr Fbt~w Novae: AL productO"awtim ALL ApprowdforteeftFWHM ALL Approved for saw "Wide RYNm ALL bapeetR tart ALL Despot Protests: ALL Dan Fra1A: AL title Tor: AL FWWa Department of Business & Professional Regulatlon Peal err n Building Codes and Standards 7rmms Product Approval Application Detail rat, A11101.111 RM Die usk9mwjm Geri. Qdalte EnuimetaraLksrtea Vaal and ev A AMItcaWlon 2014 Bade Rooting f 145fide€toar8e JW Wou-momes 1CC Evakea6W S W41M LLC Gorr W. wake osr a12016 05* WM6 06r0212O16 Approved Cuegmy: Roolkng hem) 5154 M (2Wj 854.0100 Oanvacam MOM*& Evosstwn Report from a Go"I.cora Lae Prorow4ModaL Nuw ;thins 24 vim 90D productOesaeeptiaa MadWnPdk-L81WV%%1" AtmMM for Use AWrrotod tar Use mmat aissial on Outside tpAl2sisewunt pressure 121311=8 Nor Yes WA WA Code Version: 2014 FL A 7942-24 .AppllWtion Type: ALL pmot"umu4 uror: ALL C"Nor1Y. ALL aalrMggry: ALL ApplicWan$tatra: ALL Conpgoace Skilled: AL QUMy AaernrWae Enft Cantrwt Erb ALL Product Model, Nrmbera)team: ALL Product Descar. ALL Appmvadkaruw M8vtM- AL Approved for use ouloier WAM ALL brpn5t RashtaE ALL Dealpn Preasaew: ALL Date Frain: ALL 09% To: ALLI Florida Departmsnt of Business & Professional RapWon Pao. i or i Building Codes and Standards 7=02015 Product Approval Application Detail 290 15111ft no mf OmPlad 11111 mm( Yana mwmbctu a Ltnnse US Amrwat 9PP1eyed .om ALamMtom 2014 " NRtdowa and Doors smits anger Lone Roberto Locum Shaven M. Lbkh, PE 0MIM IS CWIM16 oSNotr2On5 Apprwmd Category: VAndow (717)3a'-9300 PE-M14 (717)932-MM S.WAWIWI Fixed Cor"lice Aleawd: EvaWm Reponfrom a FWdda Realr*wW Ncheatt we Llonwd FktMa proea knm Erlgalser _ iiaaaaz idea# in IAW GulameRvam ileMildN 1'mtt6Tt 7 SERIES CIA 196 ALLMNUM PICTURE IAMOW SERIES GA lad ALUdfiMNI M PICTURE WMX) r 12d3112016 No Yen No WA RECTANGULAR AND DESIGNER somb Collins Code Wnimt: 2014 FL A 15278.1 Application TYpr: AL Product Mrrdrrftehrter: ALL cobgall: ALL o -r. ALL Application Stets: ALL CaarpNaaW MNhed: ALL Quality Assurance Eaft Contract Erpind: ALL PeodertMudel.Numberw Nsau: ALL Product Description: ALL Approardfor—IoNAM AL Appoved lot ass ant WVNL ALL bnpest ROW Wok ALL Desipm Presses: ALL Dab From: ALL DAN Tw ALL Florida Department of Business & Professional Regulation Pao 1 of t Building Codes and Standards 7fl MI, Product Approval Application Detail 290 Lwtlrm ow RM R§kElmmg tea = YIMIM- 'd EnatmmaLllorra Vaadatode. ygy ReWabn 2014 .Iorne 14Mie SuOdhii ProducuF Mo Fen 2Mo Rolsldtoom" mm Sou"lard, P.E. DI3=15 04a3w6 MIM I$ 06122=5 Appr—d c"We':. P" was (909) 340,W 7 PE-24121 (3a6) 462-ODTA sAcau"rr. Srdwg pingetmM.rtw■amaroar CWrPeanae toerumd: EvMa+knn Report home daeoam Elwdda Registered Architect or a Uommod Florets professional Erg 0,60, - Amroi!A JUSM A9RMvadfornke _... 1510l41 rye A19Li( EM04A ModoLlimararr or Most PrommEtawdidiat __.ft gow_RU enswm 1 Caggank Lap Siding flm-MRWllap el 0 DiAV2016 Yee Ya WA WA Code Version: 2014 FL A 13192.1 Application lrype; ALL PredultMWm6atFw: ALL Caergay,. ALL ae(temmoory AL Application State: ALL Compaacas'6' o&w: ALL CaWigr Assurance Enter Canbasl EmP4atk ALL Product IMd .N.R* oar Nacre: ALL PMOMDWU%Rkm ALL Appovad M"W for uHF-, ALL Approved la ova Hvm. ALL wrow Rwldalrtl ALL Design prommum ALL Deli Fran: ALL Doer Tw ALL Flxida Departmo nt of Business & PYofeaskanal Regulation Paa1 or t Building Codes and Stara lards 7rm2015 Product Approval Application Debit 211119 Ends, no died nikEson War. mfift n' PEamlaara Liarw6 vagdebd ore Ratllern 2014 C.armanTsed Corpordo toatoc tAerk KIWW Rupert MemhrW Jft W, KnOmr,40.PE 03r2312016 0wlsems 0 i1201S osmaRO15 Appmed CM.Wr- Roo" t510) eS1-%47 PE-Nibd (950 77P 622t SWWAO aM. AaPW Shbgos mark•e.l r a=nth '', 0anusl nree aW W&. EvMNepxt Raporl frmnra aln.corn FMdde'Reglpletad AtrhW era Licensed Res dv Engineer _ ALtmoved for Use Aonroted IgEtsee _ - k11MGiDaft Ht" 3at m ■IltiW Ede 1 CwuknTeod Aepbed Repine Shims 3tW, 4-Mb, slop tnceuMutsp, Meted and 0710=17 No Yes WA WA arcfri�rtrtl aapfwN road Nrbrdas Goo Vsnlan: 2014 FLA 5444.1 Application Typo: ALL pmotpt ALL GalaoC ALL 9abcmagoy; ALL AppNaMfon soon: ALL C:cmpuAes Mod": ALL 9rWNy AMMW40 Ettdfty Contract bwkpd: ALL Product Nlodsl,NraAerar Nava: ALL PmdMDNM*dm ALL AppsaaedfoftW epfivi(x1 ALL APMOVW per ore &AM& WdX ALL Impact ttaegeftmt: ALL Dn* Pnaswa: ALL Dap From: ALL DMe Irw ALL Florida Departmant of Business & Professional Regulation Buikiatg Codes and Standards Product Approval Application Detsll Cali Vwsbn: 2014 FL A 52102 Application Type: ALL Product Ysotirctuer. ALL C+ogetV- AL Sub-b"tr: AL Application Slate: ALL Cgopaa—MWaeh AL 00ft Awuranw EmW^Contrect burned: ALL Product Model. Number-Nmw. ALL Product Doaalptim ALL ApPlotad for use b KVM AL Appoved for raw ouMddo NVWZ-- ALL ktpaet Rarowi een ALL Deslpo Presawr: ALL Die From: ALL Dab To: AL Page 1 to t 7=015 Fbrlds Department of Business & Professional Regulation Fags 1 oe i Building Codes and Standards 7rnrmts Product Approval Application Debit 4'ltl EmE a LkMM meam err At AumtK Oita AIMnnMlon 2014 SOW Roo" !hbrHtd.ratae Jormned Tivamo IOC Eminume rl SWAM LLC "-I W. VAMmr 05r2W2018 052902O15 069202O15 Approved C Ili. Reading t6D2) 5154 M (2m 854-W 80 R*O%V Tact OWMAOollal%SA( WOW Compliance, MWnd: Evwuww Raped from aboral product emiumonr fl" 2qll l'mgu€tMpdeLNanlnorNwa 25 Vora 100 R"dklm Prone, -Denvm QualifirJummumance Aw+wwwArrUe, , ja $ outs!" d6 Pressure Iw3iw8 No Yon WA WA Cade Version: 2014 F<A 78425 Application"1Vpw ALL ProductMWudectrtwr, ALL Cebgpry: A.U. DW-OWWY ALL AppNeed- 9talum: ALL CoaWK—MMlrod: ALL QuYNy AsuuranW Emit Contract Ewks* ALL Product Modt4 lbrelbera Nana: ALL Praduet6eswlptlone ALL Approved for ues in MiAe ALL A�pp qu#4 tr we outside lltOM ALL olvw p4oiettt4: ALL Deal" Pressure: ALL Deli From: ALL On. Tor ALL N +� > U O� O 0 co � VJ V Q O Te L ^' 0 W O U- /�e M O I+— 0 M . M CO CU O .� ''6^^ VJ E z z LU J YZ O Cn O }^1, W U) O .ia_ CL a O V L Cn Un m CnW z z Q SHEET N0. PA 1,2 Florida Mitaftwit of Business & Professional Regulationt Pot 1 a 1 Building Codes and Stars 7rdmi5 Product Approval APplication Debit Florida DepartrRent of Business & Professional Regulation Pot1 a 1 BLINlli1g Codes and Stars 7 M5 Product Approval Application Detail Florida DepartnlaFtt of Business & Professional ReguiL ri Building Codes and Standards Product Approval Application Detail Lift �44{ lfsddand $„ Jrmlanel Thorp MCC Evoko0on Swtvvz, LLC Grey W. Walker 1902)51Seg33 g205i554-M6o BorwrgUQueray Pot 1 .11 7MMIS no Do DwI* Pod go Sensed obY1L1A is o6Ywms osm2ws Approved QwINK61 ..sore Approved for Un Approved for Wes filling DISIM COMM .Explosion Dwh i0.tffia cuolde iPAiL Five prMU.ILs Flay Profile-h°Nndwso. 1201r2016 No Yae WA WA Sean cygym Cods Vws.n: 2014 FL! 764S2e Cote Wn.n: 2014 FLA 7B49.13 ftwreb Cmsr. Code Version: 2014 FL* 7049.14 Aspeetgon TYpe ALL ProdrratMW04WCtr sr ALL Appleadon Type: ALL urt prndNwwwka.hrr.r: ALL APP4.40 rTypal. ALL Pradrr twrrlbuk r: ALL carawf% ALL SsbmMawr: ALL odmwlr. ALL Sabeeeaw I ALL Cw tour. ALL subm"DorT ALL AppNcsNp . ahhlw: ALL Caore6en a klevwd: ALL AppR adon Btehn; ALL Mwcd: ALL AppaaWon Stable: ALL Medrod: ALL na Cap* Assam EwMy Comm Ewks4; ALL Product Mode. Nrwdrefor NaaM: ALL raratNY Nsrunvice Endly Co~ E.pleed; ALL Proomt M0044 rw04 0: ALL OWILyAbwjwc F.rodty Cwamct *vd; ALL Pr *= MWW, tkimpor or Manua: ALL Ptodrat D090011on; ALL Approved rar uw etUpMt ALL. product DwArbWnrn ALL Approved for use to HV L• ALL peodmawwwoom ALL for ew;A 00M, ALL A"MNW for use WM40 RVIM ALL W09a ALL Approved For vet wide FlVk� ALL arrgr RWWWtld: ALL Approved pw use N;Mi; .ALL krowtestelMd: ALL Deepp Pmwws: ALL Deft FYom: ALL Desto Prowwc ALL Date Fkwn: ALL Dsegnr - ALL pub Rees: ALL To- ALL Dee To: ALL DW TO! ALL Florida Departrnerlt of Business & Professional Regulation papr1 a 1 Building Codes and Standards MOMS ProductApprvvat Application Debit Wilt drab am Mall YWnd9a Manufachrm Coeur eflakwwALISMW lhadend Br YW ldOYagwow KralAlkRIMM ow AMMMlfon 2014 Dorm RM" I Mosemlew Jenw*ed Thomaa tCC Evakm9w SMIA . LLC Gary w ft w 05A2af2016 OWM5 oomzrm 6 Approved CoMeoryc Ramapo 160dt 5154r0S3 mks) $54-01 w SUKIMANW RonaioTaww BumlRoafkvgUSAQU.sy awwaanw Meted: Ell ROW ftm a 'f9 al+carp Ptadrwt Evaluation En*y „ftf Un Awroved for Use Mad GltIOD QVIIIIIII RONt 18 saway goo- Hvftd s.b, spa old DQW-now. Foe Fraae-Sbmar UoMr01e No Yea WA WA Shake. Slab. CMft shy Code 1kNa.n: 2014 FL * 780.16 APp§Mdon TypM ALL productlllendehaen ALL Cabgey: ALL SvbaNgory: ALL A00404000 Sous: ALL Canwwm Rw Mod"4; ALL on&*Assurance En* Cwrbwt0lPnrwd: ALL product 0064CNuaderwNseee: ALL prodrot Dww"M ALL Approved fm rue In WLArM, ALL AAppmved Nrlrssopllside HVMt ALL trrlpew Rl"60041 ALL L.efgn Pvaeura: ALL Loh From: ALL DMO To: ALL Florida Departnte1M of Business & PrOfesalonBl Regulation P.W s d t Building Codes and Standards T15 ProductApproval Application Debit Qw LIN= - - -. 1 MW venal- Mena Ac0111[ Comte Veld red By i F9Q Apgraml A99MeK MAN& ReyWM 2014 Town and Country induebbe. 'Rom JDM*N F7aakiI. Bmurdo ORLANDO L. BLANCO, 04129A2o15 WY1B12016 0543412o95 0&222016 Catononr Shutiara (054)40US61 m410M540 P-E- subCw.9pryc Sono Panels kMfttoshlen.tlpm (ws) sur-Mal Cwreft oe Mwcd: EwMedlan Repel hmn 4 Fkrba RwylewWArahiled a a ikwued Roods Pmre"Whm E"Dow MIN Aaarovedbrtk8s Approved for row wag dry 1 0.050&Wot Akumt bxmPand 0AL506que;AlwPdnw SiamP - - 12r3IWIS NO Yes Yes WA Claw Penes Surca Cdhda Cade Vem.n: 2014 FL do 1235e.1 Appid-don Type: ALL Product ALL Csae9cwrY ALL 90"A Rory: ALL at**: ALL CmylRanrw., ALL Qluelgr A"WW" Endfi Cmlmct Fapkad: ALL Product N #4 WmMt wMmm-. ALL Product often M ALL ApPmeadhruwlsffVIQ ALL ApprovedsW sus &UftW a WA M ALL 'hTOMA ALL DevIW pnenw: ALL Doh From; ALL Dee To: ALL Code vwswn 2T714 FL A 15076.1 AVPN-U- Typr. ALL Produallawtodleb~ ALL omogwy: ALL nwb%umwy= ALL AppAnow airaww; ALL ALL CtWky Assn"" Eirdly ClaWnt - ALL Produttwdai,'Nueiberorx- ALL Productt Dwsrrbewn ALL Approved leer usetm LAIM ALL ed fo Approvr teas tkddt rl§a1M ol ALL wrewel ALL Won Prenwnr: ALL lib Fmw ALL Dab To: ALL Boom CIIINk Cot. VWWM: 2014 FL 13574-1 APpWwden Typal ALL Pmdlat - - -.. . ALL Crrsegey. ALL ardaehgory" ALL AppRwdon Slabn: ALL rr"e Medwod: ALL QWpAssunrrarEnglyCadrecrt ALL ponds€ am, A I NurawarN w. ALL Product D"04dow ALL Approvadiw raw. WK: ALL Approved for we auNida RWHE,, ALL ft"d ALL Daetan Prawura: ALL De& F1ao; ALL Dee To: ALL Florida rwre: olBusiness & Professional Regulator Bung Codes and Standards Product Approval Application Dealt RIMIS Carla Venn: 2M4 FLIP: 19003 search CFNIM Code Vere.n: 2014 FL* 1910-4 Appkadon Type: ALL Produ t ALL APP Ty": ALL Producteunrda ww.. ALL ALL awksw9oly; ALL eafto ey: ALL aw makoory: ALL Mk r Avperwbb: ALL CoewWw9ae klethad: ALL AppikWWar SNdus: ALL CoawRanparlAOM: ALL Qwdap AUMUM EAMY COWW Espied ALL Product Modet, lsuMberw ALL QwMIty ASWWAa EA fy Cwrh.w Eel*n ALL pmodue Model, NUM64ror now, ALL pmdatDolododwu ALL Appo"d fe uw io w4FM ALL Prod wtJ"awo : ALL Approved dau Is KVHt ALL Approved for we ouNkie WtMB: ALL hPka. ALL Approved Rua we ou.Mr M It ALL "pout Rsata.m: ALL DMIDO Wawws: ALL Dote From: ALL Owipn presewo: ALL Dew From: ALL DAU Ta ALL Dew Tp, ALL Florida Dapartawant of Busir A & Professional Regulation Building Codes and Standards Product Approval Application Detail Po.tal 7rAws Foolet 7rMMM5 Beerch Criteria Cade Vw sew; 2014 APOM*UM Type: ALL CAMRwy: ALL AppiktlpT Stabs: ALL QWRy Aeww- Endty Car>7p;t Espk-4t ALL Product Dscortirtlar ALL Approved Fw we wuMida. W41-M ALL Dealer P, m: ALL Daft To: ALL Florida Department of Business & Professional Regulation Pone 1 e 1 Building Codes and Standards U20MIS Product Approval Application twit FL A 150762 pruftat Maudko w.. ALL sutrrahaary: ALL kla0ratl: ALL Pmdua M-M, MemW-r M-: ALL Approved for uw. WKE, ALL RMAa - ALL T1ab From: ALL saech oilada Code very n: 20t4 FLa IMA APPOwim Type: ALL Prod-t Mwau.ehrrar. ALL Cwgwy ALL aybsabuwy: ALL Appacad.n Stairs:: ALL Cp.pil.ess Moth l: ALL Query Aw mft4 Erwsr"C-Matt E-pond• ALL Pmdmt WNW,Number w Nwwa: ALL Pmdref Dueae"-S ALL for mo.,NVH4 ALL Approved for alp* ousAiw WAUM, ALL kwa R"It4ot, ALL L.*ign press : ALL Dute'Fronl: ALL Dee ro: ALL Cad*varstow 2014 MA 2197.1 APPROMon TYW. ALL Froduot Menutwwrar. ALL Ceagorye ALL SUbeak9or1r. ALL AppGrodon Strpm- ALL µeared: ALL Qwwty Assumoa Eemay Corrmet Echo& ALL Pponort MOW,Number or NAMe: ALL Rmduw ALL uw b NNN2. ALL Approved for waaawroe 1PlHL: ALL ALL Dealps ALL DawfMW ALL Dates To; ALL F€o da DepaMnent of Business & Professional Regulation BuMing Codes and Standards Product Approval ApplicatIon Debit Pepe r of 1 7rawrl anmkgzft Codevera.n: 2014 Awn Type: ALL Wd"Mrn ALL AppWAUG(I lrhbe: ALL Quo" Efft Cwwwt bwilalk ALL Prwtumt ALL Appwad For use ouWda MVKc ALL Dwh m PYawora; ALL LMI TM ALL Poe 1 or 1 Tr2a9D16 Do M 2111 A2RMnd moo o5AMOI5 06QWO16 Oartl2A2M6 Approved r1puSAQueW QbawLwrn MOM gMXy Askance Approved ftr Un ARM2911MUM lead oftsm inHYM flawwres prowerre FletPro" -Leaks Via" 1213912016 No Yee WA NIA PLR 7644.15 Prodre/Wnabahpre: ALL aw"NowY: ALL Complarm Method; ALL pmductMrrdet, Nuedwrw N1xne: ALL Approved for use ka H1642: ALL krpaw Reehlaro, ALL Date From: ALL Florida Departrrlent of Business & Professional Regulation Pepe 1 e t Building Codes and Standards 7lMIr1675 Product Approval Application Doing 2w EfidivIla9a 131d1 ipda Runt YMM ME9111911M 2z=enakvw a Lr m m y Bw SLI1M RavMon 2014 Goode PM*Wm PVWLO0. LLC, Tim Roftso l V#terA. Tra.W.. P.E. ift VY. K"Kewkn, PE 001016 04424W 6 6QU, I$ 06123MI5 Approved csfeawri: Sputters (054)eW7545 FE44167 gi°Ks4t772-5224 subcsbaery: FaGk slortn Psme amm Canpawma thmod: EveMwAm Rapert hen a Flortde RegleNred Architaet or ■ Lkxnwd FWMs Pro "Seal En IOW - - QwrltvAestwm AmrovedruUr Amrpwd4ortW IMM2 DWM 2111 _ As 10llm RUIVIA011 9 GPP FASR)CSHUITER-SERIES 2000 Coaled Pdya"e Fabrb Pwekr*h* bytocirr 1291MIS No Yes Yes WA adreA mwarbdb provido hurkara prohr�+n- Cads Veralon: 2014 FL rid 15=.1 Applmdfinlyfr. ALL Product Mrlrrtcnumr. ALL Ca1¢pary ALL sob"109wtr ALL stlow ALL COAVMM Method: ALL QuWkyAswmnes EMPoy Qwrtract Etwkad: ALL PUWuai.Modet, AFuwbwwNwmr ALL Product ALL Approved for use kt WAM, ALL Appwwerl lw lamordew WaM ALL kopeot Rpolu t ALL DeWpr -- ALL Deus From ALL Des To: ALL co" Vorem: 2014 Aypantlon Type: ALL Cale"".. ALL Appkwe.r SLWa: ALL Q"AV - En tt CorWat EWr4dt ALL prodct - ALL f r eee cRlitlde L14M2; ALL Dwtgn Preeasua: ALL Da. Tw ALL Florida Pepartf7tent of Business & Professional Regulation Po.1 m I Building Codes and Standards 7r MIS Product Approval AppHgtiDn Debit FL M 1ep02 ProdattfeMlalaWie; ILA. SubowNeory: ALL Cwpitarrw Mwmd: ALL Product Mrwkr'New wror Namr. ALL Apprwedhruwke ALL kopaotRwhWA: ALL Dab Fras: ALL Florida Departrnent of Business & Professional Regulation Building Codes and Standards ProductAppnaval Applicatiart Datail Papa I w 1 7/20=5 9:DDo gear AM ho Qft Malt Version 2WIS Revftbn 2M4 WYT4k kAW4W ka David Went we Eveelalorl Sarvim LLC ICC evaksw ser0w. OMQ=15 MUMS OT)Dswl5 Approved C4100MIT. Skuckww Canpo horns (314) 631.74M1 LLC, SuOCahaory: TnM Piths ..sera (205) swmo Coff*§ a Whw: Evat"on Report porn a Fmdrw evd..6we Enay 2 MR is laga, hues rlowhw w om 1tt M M5 Yes Yds WA WA iilflLs� Cody ves.n; 2014 FL 4; 21OT2 APpacsam Types ALL FMdpu MwVIKUMrar. ALL Q61901y: ALL SdpMwgsry: ALL Appeo"lon subw ALL Coww4wrweik*dhad: ALL fLrWlly ate,,; ---Early Cwdmel F.apdrod ALL Preduw Mode, Mrawrw Nsays: ALL pmd.dowdpdaa ALL. Approved f rtee it MM ALL, Approved For ova oulilde MWZ: ALL krpaw R*detanl: ALL Desipt peessaa: ALL D4. From: ALL Woo Ter ALL soft 20 aft Awellw to Lee Most= a YaRtiiiWUM 7 p kta raft &ON OM aft No PWW aft mm 72014 22k snft of via OVA pew Iavi CTAUpt "-ns.... a kww INUSIAlRdBY ki-a and - __ R. v.p 2014 Mffrk WduaMse. ka R- Cwrok kl^. wWasiveh CanpanalN &6Cw paw_ Truce P.Ns canpaw a Mwad: e4sataar Report Smn a Freryld r-rw»a+. EnW EavW Wsd �C G' itikq t31 6M69-7430 fee d-tohk}.cwh LLC X:C Evdfusam Swv4ms, 05f30f2075 if�Y lttL0i5 4 07V05A2D35 Apgwoffitl RNWdoor 2098 LiTsk k1c. Cwrok M SktLwisal Cartlpatrar>. at"veraory` C&nPWM Met & Ev Report awn s RT4W EYawaun CnWr !)aY4d Wen �C EvWatkn swvka. DOM Wart LLC ICC Evalueaph SmWps, 1S pa111A2M5 ICC EVekrW 0 t97W9PP616 Approved R4Wiop 2414 hSTak kukrSdss. trap. hU* eagotl P.la�ab C fiMtirod: EvekNaar Report from a Tom---' -PVOANM BnSIY Taaiv9 Vi ECC EvakasHm 8arvk®, David void A LLC ]CC EvaWn SarNr.9, 06r3D/7M5 0&11120f 5 rCC EV&oa§M OTt05d2895 A�towd RA hMen Boft En' ErdW ood P Raalrfm 2014 Bales Englnssrad WNptl Prudlws CaaLrWarm4 Marred: EverMaon Report pan a ROOM EVOMFIGn E" Fi4➢ed 79y1pr ECC Ewkutkn Sdrvlca, Rd )) fife 2 NAW :ICC EvIkWW LLC A P U21in.tt� 3 MTISHS - _.. _ I"a. high sweno hum comealwp.. QMMLNNOMAmrox4drprt.e 12131rM5 Yw Yoe Ili dim l?N� 1 WA WA du9a ProdrwMOMLNIeAfnaiari s 4 L1T29 209a.kwe xpio Awromw.rum iLt�3lL oubwe e 12air"s Yft Yw g ! ur.+1 WA WA AME ProdustMme.Nma"orligm 5 MT20HS - 20 get. W skmgsh bus. connector pleb - -- Approved for use dD.teQJi g 1Wd1A20r. Yee Yes - Oman PtveeuQ WA WA Aw 1 Vert-llan Liwrineled Venerw Laanbw Code Vander. 2014 FL k 2197.3 ALL NFL Approvelor as**ww' ALL ALL QUAM AMUMwh sharp Cewwl M*Wed ALL Product wN6n ALL Pmdl�r.eeelpettn. ALL Appamevw rice uw.t11fl4'. ALL ed DWIPIPM"U eauWr.ItVH2; ALL Wnpew RwNawW. ALL Dw1gn Prawree: ALL P7als prprp. ALL Dwte To: ALL Coda Worean: 2014 FL M 2107A ApokodonType: ALL Product ALL ALL ALL CNway Aswrama EWkY Contrwr - ALL prodwt. Mode, Nuwbw° pal Memo: ALL P.&.d ar: ALL Approved far uw. HUM& ALL �� ApprovedW o*#o ALL "erewe; ALLµe9cd. ALL Deam'Rd fss re. cursor WVWt ALL 1Pp De. Ta ALL Cods varacrr: 2M4 FL as 2197.E Appkad- tVp4: ALL pmduutlAnu.cwnr: All ALL SWU4069-F. ALL ethod: ALL OIWNy AaYwance Entity Cw.[ww EXPlrad ALL � Model. Number of NwM: ALL Pmdaet D"o*gec ALL Apprawd rw uw. VAM ALL RALL App0wdm*Uww ALL WwtFr: ALL A h1r udwao NrA€°�,G': ALL Date pate To: ALL Cow Yoram: Me FL 04 act re: taftoon" ALL spixem"rp. AppOwdon Stanw ALL f)+uhev Assurance Enft ConbW 9"hod ALL Pwduw VMW,NrsdarW Nees: Pmdrat Dasrawdon: ALL Appravadfor-M Approve Wow- AL WAPaw MeeLwrc irl4AFY: Deshp D** Ta ALL 1 1 ALL ALL ALL ALL ALL ALL ALL N N _N Q � O CD-0 ^s.. 1..1.. N O O O .� -0 O V_, W L ^- CU O salt � %�� Cadoihrsl0n; 2014 FL* IM.1 AgyNcalblr W. ALL Product Mum^tUo#r. ALL C blow.. ALL subcMrgary: ALL Appluden SWIM: ALL coorpRence VA : ALL QWft AGAUMU eF. tCardrwu m*w6s, ALL Product Mad.l, ltumbarw ALL Product D"CIVOM ALL Approved for pop In WAM ALL Approved &xwe ouftde ROM ALL knpadR ALL 0621P Prwtre: ALL Dab From ALL DAJOT. ALL Florida Deparbrient of Business & Professional Regulation Building Codes and Standards Product Approval Applkaiian Detall Florida Department of Bus! & Professional Regulation Bu*fmg Codes and Standards Product Approval AppUattiorl DOW Peer t or 1 TaQQOAfi Paps i or i TAMM5 Florida DepaAmEnt of Busing & Professional Regulation Building Codas and Standards Product Approval Appi kation DOW Papei x1 I d*5=5 Taw lRIS ms DAMPIMM, i» Miss ymboo Esubbl= Qm= zadmuAllsim VeadWav mwmmd ILWWM EXAMmall Aftworl 2014 .%nA1Rde11arr tCC EvakwamSamop, LLC iarneskpAMM,P.E. of ' Is Mg2fW16 vad"d CmWq*rp Brut urol (26'3) WA-4064 (6118) 13 SubCrlsom ErOmered LumbW f- —Arhae conwasnee Mbdw& Evaeusson Rawfmma xOW!.mm fhnelci L-mueaon Enaty Q"IIMAswr#arwa AWCUO&U* ARAMNA"Ume DOOR. Ills"ProdurdM LRrwdr.rwlWnm - - 2g2mg NYE% 1 T.b 110 Pmftwcw WOW 110m 08l31Y1017 NO Yes WA NIA Cody Verslen: 2014 FLA 1030.1 Apfftod-Typr. ALL Product Murtketurer. ALL C•Maory. ALL sbbaiegwry. ALL Appgcaepr Show ALL CanpRoo" MMhed: ALL QmUlly Assumtwe Enter Contract RipYwd: All. Product Model Number or Mama: AL Prddud Dwavow'. ALL Approved for U" be tMAM All Approved for we oob"* WAM ALL rom Rwlwtm* AL Dimon PnMWm: ALL Dap From: ALL Did* To: ALL Florida Department of Business & Professional Regulation Bung Codes and Standards Product Approval ApplkatioflDstall Pap.1 a 1 MOWS c4leds Core Vaswrr: 2014 APPRoaeon TY>w: ALL oat APPRo-dw1 Shohm ALL $aNNy Aeerlr iCi Erl6ty Ca tEt1, ALL P-iadnctO at: ALL Approved nor pew ou%W* W M2 ALL Diet Prssatuae ALL 0 Ta: ALL Florida Department of Business & Professional Regulation BuAdOg Codes and Standards Product Approval Application Detalf PwiMT MW2015 Eraw Or use am VAK COW £aub mAlkaeee YAWKIRILI& yd"m AWU&d MAISHVIII AW9Md MWI An AWMron icc Evudualfm Senim. LLC JamesA Rolhmen. P.E. oliod"15 M12=5 vaed*bd (•L53j 0244054 (608) 224-5513 pm.aaMaron2� a.mm ggglsvAee+oroco &grow fro lbw Amm"01urlrie kwsst pew h2ahm2mmalm gRaullin. €Aeaele YrutlxPM Umm PreftWwtod Wmd IjOW 0341=7 No Yes WA NIA rL E. 1d30.2 Product MwWorch nor: AL svbcabpaey, ALL Cmep1lwncw McOn.d: ALL ProductModeI.wurberwRimee: ALL Approved for use in RvlT- ALL 1nm.a,RsMW1wd: ALL PMb from: ALL Flea Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dealt seems Q*dm Codsvwrslorr: 2W4 FL#: Iwo.5 codevwmrn: 2014 FLO: Jews Appkad-Type. ALL Product Mww'kCturx: ALL 'Type: ALL Pzaduetumuduuree ALL Cabgrdy. ALL subca"Wr. ALL C.gay: ALL sw,em"Onr ALL ApPkMm SiMe: ALL cQmP4m"`*)t MAW: ALL Appuzadm Sbxue: ALL CumWd WIReemd: AL C.dKy Aeeu� Eft Carlract EMpInC ALL Product Mo®M, Ww"r or'.Rame: ALL ALL Product Mae, WatberOrRep*e AL Pwduet DMecYqpikrc ALL Appfawd foruea r MUHL- Adl PtoduO AL Approved W—blril'W: ALL Approved for wee, owMde WAM ALL lmpaa RwMMmC ALL Approved fro upe outside ROM ALL 1 Restmot: ALL DWpn Pneee ALL Deb Frum: ALL Design AL Dab From: ALL Dab Tw; AL made Ta: ALL Cade Yemim: 2014 FLA 8527.3 AVPN=tan Type: ALL Product MwwAxmrwr: ALL celsgay: ALL e b.WWpurY. ALL Appacatlm Staus: ALL comp"'"rmored: ALL QLmW Assurance EmRy Cmlxwet lxomd: ALL Product erode, Mumber OrHemet: AL Product D""Woort: ALL ApluowtllauarRY1R ALL Approved For nee orrride WAM ALL rWwctRwhbm ALL Dadpn Pnaswe: ALL Dde From: ALL Deb To: ALL eeeroh CAarla Caws vwtsim: 2M4 FL A 652TA Appaadm Type: AL Product MsnrrIeer: AL Calbgwnr ALL SubcNgwy: ALL AppSCWm Status: ALL Compber" Modutd: ALL 6uMEy Aeaurancw EYtdty Ca wct ErcPlnd: ALL Product NbdeL Number OF lam: ALL Product Das"%gu c ALL Approved 101 uee is RVl1L ALL Approved for use otnalde HVHL ALL k"Pect Reeb"m AU o"Is ipmum; ALL €pa From: Al Deb TO. ALL Pap. i a 1 TRA4415 Florida Department of Business & Professional Regulation Page's a 1 Budding Codes and S Ktards Tr MOTS Product Approval Application DataR "6Code SteMm: 2W4 FL1A 1774 P.adMviwam: 2014 PLO: 5450.1 Cads version: Appmmtm Type: 20€4 ALL FlA ProductVAnubcowwr 11363.1 ALL APPRcoom TYpr. ALL PmductrWledePIrer: ALL Type: ALL PwductMrr ALL 0000ow, ALL AU cow. . ALL ALL ALL AL. AL Saaram"'r ALL Sr41us: ALL new Method: ALL APPIkabon Stebn: ieMgtod: App dmItMus: A.U. CompkPOs levered: ALL 1Rnedy Assurance Entft CaO�t Expired= ALL Product Meedl NumbwwNsmw: ALL ' Aeanece Ems' Carp awked: ALL Product ModK Mubilerw Nmw: ALL OaftAssumnot EMb Cormact Fasrhwt ALL ProductModeL"Waberw Mew: ALL Pwauctoft"WiOm ALL Approved for pop r MVML" ALL Premm Dowavem ALL Approved for w r MYl@ ALL Product DssOrWOOM ALL WAM Approved fwrur inA L Approved for—P.P.M. ROM ALL ct boPwRMst� ALL Apprarnd &x ues oi>Wdb WirFFat ALL AnPactR.sisltlt ALL ApprovemW I d for a-6066 M ALL woo ALL ber"go Press"; ALL sm: Fm ALL DeMrr Pmes.um: AL DaW Frrnn: ALL Daalwr Pros.um: ALL Deb From: ALL Dare rd. ALL OaM Tw ALL Der Tor[ ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application D*UU C."veml.n: W14 FL5, 1830.9 AM*sdm TYPW- ALL Po4uct MrrurfcWMr. ALL Ca"Mr. ALL &Aa"wr: ALL AppOmdon 54rum; ALL c"Vo use bledwd: ALL Ave --away Contract ALL Productil * I rrnberw Ram": ALL PturrctD Sm: ALL ALL Apposed for pew oul" WOO ALL WVW ALL assign Pressure! ALL FMWFran: ALL DAM To: ALL Somme Qfta coup vendor: 2014 FL* Ba2T_1 AppYssdm Typ•: AL ProductMmulktu r. ALL odbourr. ALabgoM ALL Ammon sm m: ALL k—Method: ALL r�fNy A—I!ntW Conrad Eta ALL Prbdrret MndM.rWwberari�e: ALL Product Deecs4rfierc ALL AFprcWdmraNrMVfM ALL Approved for wee, ouwWe WOM ALL em"a ALL Design pNMwa: ALL Data from: ALL Deal To: AL tLtrdl Cade Yonflor; 2014 APPNMIJM Type: ALL CM.gwy: ALL APpacadw sb u*: ALL d8unh: Asaursnos En tty Contract ftphed. ALL Pmd ct Gscrvaocr ALL Approved for rave oWMde W4M2i ALL 060P Pmesras: AL We rh. ALL Papa 1 M F Trmwr -*--a N N W N -�-a Wn1 N O O Cz a N -0 U \V ' J V^ O 's= = N O U . ^ 5- VE a) F-. CL u) ICU O CL ''..1^U Lkdeld. HVY{Z to I t'd Widow OSfdUMS Yea Yes WA WA wee PL r: iLL.i Product alurrr&rcurter: ALL Sub'eMedo7 ALL Caa6Weodo M.mad: ALL Product Model, MuwW,wr MMaw: ALL Approved fuseor r RVHZ: ALL irlpax All Dab Fmm: ALL O U Q U) —tf O }^1. W O L- 0— Cz 0— O 0 ''W^^ V! m m W � Q Z z Q SHEET NO. PA 1.4 WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weal barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO' BOTTO FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ED FLASHING 8 Z Scale: NTS WP01 LASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING i� SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIE[ THRESHOLD OF DOOR At UP JAMB 6". USE LIQUID t OR EQUAL WEATHER PR( SECTION -A (SEE DETAIL WP SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) WP04 E 0 SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST 8 2 WP02 STALL SELF -ADHERED .ASHING JAMB & HEAD ASHING, SEE ANGED WINDOW EE DETAIL WP01) _LF-ADHERED FLASHING, (TEND A MINIMUM 6" RTICALLY FROM )TTOM OF iRESHOLD 8 2 WP05 SELF -ADHERED FLASHING PATCH HERED FLASHING WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH O SELF -ADHERED FLASHING WP03 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING �o RUBBERIZED RUBBERIZEn AQDWAI T ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SELF -ADHERED FLASHING INSIDE CORNER Ground L� 2 d. 4 d Foundation Wall 4' ed' a . . . 4. d ° a' n SCORED RELEASE PE (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) WP06 Water Resistant Barrier Lath Sheathing Stucco SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED DECK JOIST InP07I OUTSIDE CORNER IAPO8I 1 WP09 NOT USED I WP1 01 NOT USED I WP1 1 1 NOT USED IWP12 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 # l in each detail that corresponds to the numbered items in the ist of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster 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 ASTM C926 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 N c � _ C6 00� N U L O 0 �- 0 =�70o- .� -�-+ U N � N U cu 0 - '- = 0 Q (D .OLL 0 .Cl) '0 0 Q C_ CU CU Q --�.�U)Q 4--(D (1) C_ U) O 0_ Q 0 �--� 0 O L_ Vn M co Lu z z J f2 SHEET N0. WP1 , 0 NMrENGINEF=RING Er1 ,E O A FRANK L. BERHAROO. P.'E.. INC, INNOVATION 4i6/2015 Florida Department ofCommurdly Affidrs 2555 Shrmmatd Oak Boulevard Tallahassee, FL 32399 Regarding: All Apt Shutters and Glass 22ga & 24P. Storm Panels Pmjea #15-2394 To Whom It May Concern: i Please be advised 4hd the below signed engineer does not have nor will acquire a financial interest in the cmpeny maniallicturing or distributing the for which an evaluation report or validadon certification has been prepared, as re "above: This engineer is not owned, operated, nor omitrolled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involvel in tine approval process of the above noted product(s), fly, s BE NO.469 Frank L. P.E. 41F _ ice, 81i(tE :'emu tt, FLPEk0046549 F.11,iaA,�ALQRI� Cent afAtdh#9885 ryf5'#OIIA�•��! N rurmrmtauo T" i 160 �W 1.2 AwENnIE i 106 OEaaFIEL�D BEACH„ FL 33442 PrIove.954-354-0660 FAX: 954.354-0443 WWW,ENGEX'P.COM ENGINEERING 4/612015 All American American Shutters and Ghw — 22ga & 24ga Galvanized Steel Storm Panels Page 2 of 2 2. Minkn um Allowable ors 3. Minimum Glens Separation 4. Anchor Spacing No 33% Increase In allowable sbam has been used in the design of this product Separation from glazing Is act m**W for Installations outside of wind zone 4 and Essential facilities. Impact Resistance. Large Impact Resistance has been demoristraWil as evidenced in wevW* fisted W reports, and is accounted for In the engineering design or this produc. Wind Load Resistance This product has been designed to resist wind loads as Indicated in the span sc ule(s) on the respecM Produd Evaluation Document (i.e. engineering drawing). Installation This product shall be i sta0ed in strltoompiiance with its respective Product Evaluation Document (i.e. engineering drawing), atcng with an components noted therein. Product oompwnents shall be of the material specified in that products respective Product Evaluation Document (i.a engineering drawing). Limitations & Conditions of Use: Use of this product shall be in shict accordance with the respective Product Evaluation Document (i.e. engineering wing) as noted herein. AN supporting host structures sty be designed to to" al superimposed loads and be cte material listed In, this products respective anchor schedule. Host structure conditions which are not accounted for In this product's rem anchor schedule shave be designed for on a skesprecfic basis by a regLsh ed professional engineer. AN components which are penrumently instaled shall be protected against corrosion, contamination, and other such damage at all tines. This product has NOT been designed far use within the High Velocity Hurricane Zone (HVHZ). 160 SW 12T" AVENUE S 106 i7EERFIELD BEACH, FL 33442 PHONE. 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM Anchor specifcations Shan be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No.15-021, T LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be shidy in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 26, as wail 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. 15- 021 prepared by Tiltew. Inc, and signed and sealed by Walter A. Tllit, Jr., P.E. 7.2. Product may be Malted within HIGH VELOCITY HURRICANE ZONES as de1'mad on section 1620.2 of the Florida Building Code. 7.3. Product shall only the Instated into poured concrete, concrete bkldt, and wood frame structures - Product Evatuallon Report prepared by Walter A Tllit, Jr., P.E. (Fk)rida License No.441si)President ofTriltecxo, Inc. (Florida EB-0006719). 3130n0I5 Florida Department of Bum and Profesional Regulation 1940 North Mores Street Tallahassee, Fl, 32399 Regarding: Town & Gauntry Industries 0.050" Atumimml Storm Panels Project #15-2336 To Whom It May Cancers: P that the o does not a nor will acquire a lease be advised Iasi w ai have financial interest in the company marmiditchiring or distributing the s) for which an evaluation report or validation cerdficalift has bear prepared, as referenced above. This or gin= is not owned, operaftA nor controlled by the marmf tuturm or distributar noted above and does not have any financial interest in any other entity involved in the approval proem of the above -noted pmduct(s). Respfully, S�4p �� .4W9 MIE Of Frank L. Beslrado, P.B. Frank L. Bennardo, PJr,„ lac. FL Pia 0046549 �mtlNAwtWit Cart of Auth #9885 160 SW 1.2*" AveNua 106 DEERnew BEACH, FL 33442 Pr€oNe: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM O R ■ i ■ EmaiNErmiN[i EXPREss* -- - PRODUCT EVALUATIM4 RE:P 1RT ENGINEERING EXPIwTEMM'® E)CPERT PRE3I3UCT EVALUATION REPORT 41112616 AppnaakonNumber. IFL.l275-L.t� 5 Est Projod Number; 1 1M Product Manufacturer. Tom & Cozft Industries nufachuer Address: 100 Wed McNab Road Fort Lauderdale, FL 333M Product Narne & Desaiption: 0.01V A lumintim Storm Panel For Use Outside the HVHZ and Emends! Facilities, Scope of Evaluation This Product Evaluation Report is being rued in accordance with the requirements of the Florida pephartment of and t' tieguletiort (Florida Building Coimm Dn) Rule 61G20- 3.006, FAC., for stahwAde , 11 ' 1 ' per Method 1(). The. product rooted above has been tested andiot evaluated as summarizer) inn to shoWcomplianob with the Florida Bedding Code Fifth Edition this product duct shave ` pal+ W Florida Building Code modifications by the Code, r ui ns orr Srrbstantfatfng Data: PRODUCTEVALUAMN EX dmw i ng #16-2 titled '0.05( Akm*uum Stornn Panar, shaft 1-10, prepared by Exams, signed & ceded by Franc L 8ennio. P:E. Is an Integral parted #ft Even • TwrRFPoRTS urfdcrm static structural Performance has been teed in eAcradawe with ASTM E330-W bW standards per last reports) #TEL 07-01190258 ty Testing evaluation LabOral0rift Inc. (TEL) and f3,53-0806-10 by Hurricane rricane Test Laboratory, LLC (HTL). Large missile impact oesretanoe and vAllo loading performance have been tended In farce with ASTM EISN-02 & El996-M tad standards per W raporks)1tTI=L 07.011t3 M68 by Testing Evaluation Laboratodes, Inc, (TEL) and 10 by Hurricane Test Laboratory, LLC (HTLj IjCTURALt�61NiEfjlNll TIONa Structural anginsering calculations have been papered which evaluae the product kid on oornpamM and/or rallorml ahEdyab to quaW the tdowing design criteria; gnaarr.,rw 1. Men�numn Allow" Spans 2 Minimum Glass Separation1 { 3Arc$ Sall Vald for . thorSoadng" p yaough 2 4. Maximum Allowable S V +c Combinations 6. AWWCapac(y k PE C.A. 160 SW 12T" AVENUE #106 DE L 33442 PHONE: 954-354-0660 Al.F4-0443 WWw.ENGEXP.COM L1 IiVC. TNJJT TEgi 'a EMBRAN1300 CONIPAW WALTER A. T1td.PI; JDR., P.E. me ra u�ic7 rLH&I.iemrNn WOFn9 CERTIFICATION OF INDEPENDENCE (Rule # 61 G20 3) Evaluation Report#: 15-03 Date: March 19. 201 Product Category: Shmmix Product quixo -gory: ditorlrrt Fame, Product Name: �a r,�,� (),alvanind Steel JIRO Partial IlanrrfetdlrrertlEsr►o: pl�Profealton'Produ LLC Dear Sir ("nacho): This is to certify that this Florida Proliamonall Engineer, performing this evaluation does not he" nor will acquire, a fuahccal inter in any company manufacturing or d Products for which the reports are Ming unclad. This is also to oergfy Mat this Florida Professional Engineer performing airs evaluation does not have, nor win acquire, a financial Interest in any other entity involved in the approval process of the product n prepared by Wa16ar A. Tillie, Jr., P.E. (Florida License No. inc. liFlorida EBI-0000719). 6355 N.W. 36tli 311Ftfbt;'Suift 305, Miami, Florida 33166 - Phone. (305) 871-1530 - Fax: (305) 871-1531 c us r.►r t Florida Department of Business and Ptofmional Regulation 1940 North Monroe Sheet Tallahassee, FL 32399 Regarding: Town & Country industries Safety Edge" & Polycsrb Stored Panels Project #15.2337 Please be advised that the below -signed Engineer. does not have nor will aiuiuire a finandal interest in the company manufacturing or distributing the products) for which an evaluation report or validation castration has been prepared m referenced above. This "crighweir is not owned, operated, nor controlled by the manufacturer or distributor noted above and dues not have any financial interest in any other entity involved m the approval proem of the above -noted product(s). Respectfully, t �' No. 46549 Frank LOF Frank I.. Beasardo, P.B., Inc. 9'•• Fir PE0046549 �+ "•��..le Cart of Auth#9885 �'ICdHAL 160 SW 12T" Avv"ue *106 DEERFIELD BEACH, FL 33442 01HONE: 954-354.0660 PAX: 954-354-0443 wvww.€NGEXP.COM ENGINEERING 41112015 EXPPESSa Town & Country Industries — 0.050" Aluminum Storm Panels (Rion-HVHZ) Page 2 of 2 No 33 increase in allowable straw has been used in the design of this product Separation from glazing is required for use within essential facilifies, An equivalency letter is provided with this evaluation report for equivalency to ASTM E 1996.09. Impact Resistance. and Is Missile impact Resistance has ndemonstrated Is accounted rot' in the engineering design of this pa is evidenced in praviousy listed fast VWnd Load Resistance This product ► as bean designed to resist wired Waft as Inclicaledin the span schedules) on the Product Evaluation Document (d.& engineering drawing). InstaltzWon The product Istecd above shy bar lnsWlW ih strict oompianos with the Product !Evaluation Document (I.E. engineering drawing), along With all components nod therein. The product components shall be of the material specifiod in the Product Evaluation Document (La. engineering drawing). Limitations & Conditions of Use: use of this product shall be in stria accordance with the Product Evaluation Doeurnent (i.e. engineering drawing) as noted herein. ' AM supporting host structures shall be designed to resist all superimposed bads and shy be of a material Isted in this product's respective anchor schedule. tit structure conditions which are not unted for in this products respective anchor schedule shell be caned for on a ske-specific basis by a registered professional engineer. All components which are permanently Install shall be puoledted against corrosion, contamination, and other such damage at all times. This product has NOT boon designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 12T" AVENUE 105 DEERFIELD BEACH, FL 33442 PHONE: 954=354=0660 FAX: 954-354 0443 ww w.ENGEx P>COM rJ:,ry- WALTERA.TiC"%JR.,P.E. PRODUCT EVALUATION REPOT eraLh�nar «her FL# 15076.2 aal�e�.ro soornv REPORT NO.: 15-0319,04 DATE: March 19, 2016 PRODUCT CATEGORY, Shutters,_ PRODUCT SUBCATEGORY: Stonmm Panels PRODUCT NAME; 24 Gage Galvanized Stmn1 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 Walter A Tillit, Jr., P.E. (System ID # 1%6) to the Global Protlectiicin Producits, LLC , Rule Chapter t+ 61G20-3, Method 10 of the Florida) Department of Itusirlaw mid Professional Regulation. This product is being issued an Evaluation Report as described hen, and has been verified for compliance in accordance with the 2014 fifth edition of the Florida Building Code, and to v+y that the product Is for the purpose Intended at least equivalent to that requited by the Code. This Product Evaluation Report shall its subject to review and revision In case of a Building Code change that may ~ its limitations and conditions 2. EVIDENCE SUBMITTED: 21 PRODUCT EVALUAT rI DOCUMENT Drawing No. 15422, riled "24 GAGE GALVANIZED STEEL STORM PANEL, sheets 1 thru 18 of 18 prepared by Tdltero, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.: dated 0311212015. This drawing is an Irdegral part of this Evaluation Report :; eul he'n' 6355 N.W. 36th Street, Suite 305, Miami, Fl der 33166 -1 -1531 4MI15 Florida Department of Business and Professional Regulation 1940 Now Monroe Street Tallahassee, FL 32399 Regarding: Town & Country Industries 240A Steel Stom1 Panels Project #14-2031 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 prodwt(s) for which an evaluation report or validation codification has, been prepared, as referenced above. This Engineer is net owned, operated, not controlled by the manatfichim or distributor need above and does not have any financial interm in any odes entity Involved in the approval pry of the above -noted product(s). tC� Cep affuliy, F�� , E" ` i 465 49 - Frank I * ?. Frank L. Bennardo, P.E.,IAIE OF Cent elf #9885P,..t0lilil •; IraNA �'�';.'' 160 SW t2TH Avenue #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 Ww W.ENGEXP.COA /T1 I _ ECic. TiLLiT T'ESTiNG S IF II E1MlI1CI IIITJMPAiIY WALTER&'1t I.= JR, P.E. cum 1T.�8. ii�eci�G16i7n4 CERTIFICATION OF INDEPENDENCE (Rule # 61G20s3) Ervaluedon Report 15 03t8.05 Dabs. March 19. 2015 Product may: dwyg rta Shurt#as Product cry Storm Panels Product Name: 20 +Baca C3a SbWS Il Pi nel Mainufacturer Name., Gbbot Protection Products I.I.C. This is to certify that this Florida Professional Engineer, performing this evaluation does not have riot win acquire, a financial interest in any company manulac Luring or distributing products for wthic h t ha reports are teeing issued. This is also to corfify bet this Florida Professional Engineer per%rmitg this evaluation does not have, nor will acquire. a financial interest In any other entity involved in the approval process o: the produCL Cargramto of Independence prepared by Wad A Ti®It, Jr., P.E. (Florida Licem s Nim 441t37}, President of Tiiieco, Inc, (Florida E 19). 6355 NX 3 r Streek Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fax: (305) 971-1531 2.2. TEST REPORTS: Large missile Impact load tests were perforated under SSTD 12-99 standard as per section 1609.1.2 of the Florida Buffing Code. Uniform static loads as per Sectjort 1710.5.3, per ASTM E 330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03111102 witnessed by William R. Meitner, P.E., BOrtz Moron P.E. and Henry Haltom, P.E. and Report No, 0219.01.09. dated February 25, 2009, signed and sealed by Edmundo Lalrgaespada, P.E. and Henry Hattem; P.E. Large irdestis impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Vesting Lab of South Florida, Report No. 1123.01-10, dater/ November 23, 2010, signed and sealed by Julio E. Gonzalez, RE Tensile test report No. 9t M-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tensllo lest as per QC Metallurgical Report No. 10KIM-1318, dated December 1, 2010 signed and ;wed by Jerry Jac iofano, P.E. as per ASTM E-8. 3 STRUCTURAL ENGINEERING CALCULAWNS: tart 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. desert wind load, as well as maximum anchor spacing vs. design wind load and panel Length based on rational and Comparative analysle, and In accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteoo, Inc., dated 12M8110 §need OW7113 (for this revision), signed and sealed by Wetter A. Ttln, Jr., P.E. 3. MILE IMPACT' RESISTANCE Large missile impact under section 11.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. VAND LOADS_RESiSTANCE: 24 G Galvanized Steel Storm Pahl has been verified to sustain wind pressures. MaAmiu h panel length s han be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. IS-= andmtm i Anchor Spacing shaft be as indicated on sheets 6, 9, 10, 11, 13 tint 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 13.02a. 24 Gage Galvanized Steed Stem Panel has been verified for code compliance to work as a non -porous storm shutter assembly. as per SSTD 12-99 Standard, wwlt hawsmrrlmrrrrr r S7ATE OF A1. 11 TONAL 0 3 Ara......, .., N71NEErlh- " 1 1 EMIDIMEERIN E�PRESS* wWiT. PRPOUCT EVALUA4iom REPORT SR"-. S � I Product Evaluation Report 311912015 41W015 FloridaDepartment ofEusirnew and Professional Regulation 1940 North Monroe Street, Tallahassee FL 32399 Application EX Pmject Number 15-2394 Regarding: Town & County Industries ManufacturerProduct Arnaican Shutters and Glass 0.050" Aluminrnn t3mged storm Parcel Manufattxei' Address: 1540 Donna Road 152348 West Patin Beach, FL 33409 To Whom It May Concern. Product Name $, Dom: 22ga & 24ga Gskantded 8w1 Sltotm Parris LargeI Res➢srn lat Missilem please that the below -signed migircer does not have nor will acquire a fnarcial Interest in the ompany manufacturing or distributing #re product(s) for which an evaluation report or validation certification has been prepared, as mfOcd above. This Scope of EValtat%n. engineer` is not owned, operated, nor controlled by the martutitchiret' or distributor noted above and dines not have any financial interest in any other entity involved in the approval process of This Product Evaluatim Report Is twits issued In accordance with the requirements of the FkwWa above -noted Departmaithe of Mistiness and Professional Regulalion{ Florids Bproduuci Rule Ctad G20 � product(s). 3 � acceptance per 1 ), The t noted above has arWor evaluated as summiarizad herein to show compliance with the Florida Bung Code Fft Edition t - (2014) and fPn for the purpose intended, at West equivalent to the required by tte Code. Re-evaluation of Respectfully, mnaxrrer rrk this product shall be required following pertinent Florida Building Code nod or revisions. 14 ve 4 Substandating Data: I R 24 2015 �jCEiI NO..46549 j�gQQldcTt�7ALiuATt4NGS tt Fronk L - * * yr I EX dr o wrhp #1&2394 Wga & 249a Gdvanimri Seal Storm Pane', shears 1-9, by Frisk L P.R., Inc. S7AIE b�F KPEOW549 ' ORION Engineering & by Frank L. Bernardo, P.E. is an part of this. Evaluation Report. Cart ofArtth 09985 rr a . TEST s awwnrwu++wwww' UnBarnm staft structural porlitOrmiance has been tested In accordance with ASTM E330.9a teststandards par test repot(s) #42-001, -WZ & AM-0011 by Construco n TesSng Corporation (CT% Large mfsa@e imptaft resistance and cyclic loading performance have beery tested In accordance with SBTU 12-99 tee standards par test neporgs) tm02-001, 11102-00Z & by ConvirUellon Testing Corporation (CTC). Metal tershe capacity has been detarrnied in accordance with ASTM EB, testAtandard per last report f0127H, #0198K &111=11 by Certified Testing LaboraWM (CTL). 1 Structural engineering moons have been prepared which pagesh evaltrete the product based on comparative and/or rational aneVitls to qualify the knowing design critarle: 7 1. MuktunnAllow" Spam Frank L. r 4" 160 SW 12 AVENItE ar106 D}EERFrELo'BEACH, FL 33442 PHON'E': 954-354-0660 FAx: 9$4-354-0443 TM tt FL 33442 L 160 SW !2 Aw,ENCrE #106 [7ErRPIec.o eACH, �.,' f1Nl+w I PHONE. 954-354�0660 FAX:954-354-0443 '"'vnwlrnsN+s wwwleNetxp.com WWW.SNGEXP.C.ON TiiiLJT TESTmw a ErmMlfilitu N3 foltmPAw WALTER A. TML1T, JR., PM dhe�Lcom Pr rs L:rsr FL a.B.ra�arc.vas�Ie PRODUCT EVALUATION-. RE -PORT REPORT NO,: 15 0318.f� DATE- March 19, 2015 PRODUCTCATEGORY: Shutters PRODUCT SUB -CATEGORY: Stornh Panels PRODUCT NAME: 20 Gage waltzed SteetStorm Panel MANUFACTURER: Global Protection Produce LLC. 48M S.W. 61 Street Davie, Fiodda=114 1. PURPOSE OF EVALUATIQN: This is a Product Evaluation Report issued by Wafter A. TIUR, Jr., P.E. (System 10 # 1906) to the Global Protection Produclo, LLC , Rule Chapter No. 61G20-3, Method 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 W14 f#fdh edition of the Florida Building Code, and to verify that fie product Is for the purpose intended at feast 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 11milations and conditions 2. EVIDENCE S'USMl1rJMW-: 1n I'II ALUATION DOCUMENT (PhE D.h Drawing No. 1"21 (revisers No. 11-213), tEud "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tifteco, Inc.; signed and by Walter A.Tlllit, Jr., P,E„ dated 3112115 Tfih(jng is an integral part of #us Evaluation Report. 6355 N.W. 36th Strect, Suite 305, Miami, Florida 33166 - Pho w- ( 9 -""Pax: (305) 871-1531 Anchor speciticatlrxts shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No.15-M r If • f e 'I I Es 1Ea t1; - 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. 15- 021 prepared by Titte . Inc. and signed and sealed by Walter A. Tllti, Jr., P.E. 7.2, Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1t3 I of the Florida Building Code. 7.3. Product shall only be installed into poured mate, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tint, Jr., P.E. (Florida License No. 44167), President of THteco, Inc. (Florida EB- 06719). i Sal, r-ri _: - r •,_*fir i_ r ��- - 2.2 TEST REPORTS: Large missile impact aril fatigue load tests were under Prottooaoim TAS 201, 203 as per section 1626 of the Florida Building Code. ifr'ftm static loads as per TAS 202 ProlDool, Test reports prepared by Hurricane Engineering & Testing , Inc., Reports # 96-569 dialled 08109/1996. #9&570 dated 0911811 6, #96-T30 dated 09nopt996, all three'sigpled and sealed by (Hector M. IMedina, P.E.. Fenestratioxn Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 1OW19N Wised by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edrmundo Largaespada, P.E. and Henry Hattem, P.E. Tenmle test report No. QCM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. Z.3. STRUCTURAL ENGINERERING CAL.CULAMUM: On 20 Gage Galvanized Steel Storm Panel for maximum lartal length vs. design wind mil. as wen as Maximum anchor sparing vs. demon wind bad and panel length based on ith and comparative analysis, and In accordance w section 1616 of the Floraijimej Building Code. Calculationm prepared by TTilttem, Inc., dated 11103" and 0311211.5„ signed and sealed by Walter A. Talk, Jr., P.E. 3. MISSILE NYIPACT RESI&TANCE: Large mise➢le impact under section 1626 of the Florida Building Cade, as per TAS 201 Protocol. 4. VVINDLQAO RgS11STAANCE: 20 Gage Galvanaed Steel Storm panel has been verified to sustain wind pressures. Maximum panel length shall be as klclicalled on sheets 8, 10, 14. 15. 16, 19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), draw s Nor 15021. Maodrnum Anchor Sparring shall be as Indicated on sheets 8, 9, 10, 11, 14, 15,17,18, 19, 20 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No.15.021. 5. INSTALLA Installation shag be performed sWctiy In accordance wrath details Indicated on sheets 3 thru 7, 10 thru 20, 23„ 24 and 26 of 20, of Product Evaluation Document (P.E.D.), drawing No. 19-021. Minimum separation to glass shall be as indicated on sheatm 6, 14, 16, 25 and 26 of 26, of Product Evacuation Document (P.E.D.), drawing No.15-021. B. ATE CHARACTERISTICS AN IONS: M Shall be 9W( y in accordance with General indicated on sheet 1, a and 22 of 26, of Product E ..(b' D.), mowing t^`• ^W W Cn ^' �+ N Q �. O Q rt v — =3 Ca co � 0 L- Q Q Q LL Q .� c Q N a)L Q L CL C— � Q �a CD 0 Q (D U :3 ^^0 U � w W Z Z Q J 0- SHEET NO. SH 1.0. k1141 INLI a,1 GENERAL 6.3) IN CASE THAT PRECAST STOW OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE .om am SD aa9a DeL1riN� sl»- N,NCH_W'1 DOSITNG WMJ_ ANCHORS SNAL BE LONG ENOUGH TO REACH THE 1eWM STRUCTURE 804KO SUCH PANELS.. 1. STORM PALS SNOTION ON THIS PRODUCT COLLATION! DOCUMENT (P.ER.) NAS WEN VERIFIED FOR COMPLIANCE 94 AWHOTNAOE SHALL 1E AS NE7N 04M IN II AM IN B.2). ==OANCE WITH THE 2014 (5th EDI1oN) OF THE FLORIDA BUILDING MOE, , (c) To E,tr,Ts4c WOOD Oft SPECIFIC cRAvrer 0 -.0= MIN k DESIGN ND LOADSPEED SHALT. DETERMINED AS SECTION THE MENTIONED CODE, - 1/4"Ii TAPDON ANCHORS. As AIAwWALruRED BY LT_W. BUR.DIX M. - #14-10 PMELMATE FEMA.i ID AND PANp.i IVE PUPS ANCHORS. AS MANMIFAC:TUREO In ELCO � PROdlCTS. I E TH SE HERSBOW FOR A WIND SPEED AS 1TE41u Kd XI TINE N JURISDICTION METEOR MIA ATIONS U WELL !1 NBC: AN !+SH I tiSR A FNRNDTiOW UEY FACTC4i Kd-O &5 USING A4SCE 7-10 FOR NSTALLATIOTIS UNDER 2014 FBC AND SHALL - 1/4"5 LAG SCREWS PER MATS. NOT DIMM TIC MkVWM (AI t RATINGS INDICATED Pi JRE RATINDICATED CAN SHIFTS 7 INN 12. Ik 15. 18, 19 & 20. - 7/16 A % 5/P` i siREBtITED BY ALL POW SCREW. BEET t SPECIALTY CO. w ORDER 7O VERIFY THE ABOVE LONtTNTWN ULTIMATE DESIGN WIC LDws DETERMINED PER AU^CE 7 itt CA) MINIMUM THREADED, PQ iRALflOIN INTO WOOD TAPOON AY4� SHALL BE , 1/r AND r FOR ELM PANELMATE PLUS SHALL BE FIRST REDUCED TO AIS.D. DEN WIND LOADS BY MULTIPLYING Doi BY0.6 IN ORDER TO AND PAtNLIHAN.E FEMALE 9). TO COMPARE THESE W/ LAX, (A.S.D) DESIGN PRESSURE RATINGS INWATED ON SHEETS 7 THRU 12. 14, 15. 16. 19 & 20. C.2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOW FRAME IAIT SHALL BE 1 1/2'. N3 a h1?ED , IN ORDER TO VERIFY THAT ANCHORS ON IRS P>E.D. AS TESTED WERE NOT OVER STRESSED. A WX INCREASE IN ALLOWABLE PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE THREADM PENETRATION, STRESS FOR WIND LOADS WAS Na USED IN THEIR AINN.Y51S. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2D12, C,3) MINimum EDGE DISTANCE OF LAN. SCREWS. two WOOD SHALL BE AS INDICATED IN THs DRAWING STORM PANEL'S AOEOUACY FOR IMPACT AND MIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE MOTH SECTION 1026 OF CODE AS PER HURRICANE EN(WICEPING THE ABOVE MENTIONED& TfSCRNG M REPOM NHS-W. 9$-870 & 114-TJO AND GEL) MINIMUM PENETRATION OF WOOD 6LLSFIPlG SHALL DE 5/6". 1/4" 0-20 SCREWS USED SHALL, BE 1 1J2" LONG ~M FENESTRATION INC #2 #2126 , AS PROTOOOLS TAS-201, TAS--202 AND TAS-203. S4{CI STUCCO MST. AND 1" MINIMUM FOR WALLS WITH NO MCCO, C1I FLORIDAIS WELL AS AMIERICAN TEST LOfD9RfP'ORT 0219.01-09, AS PER LAS 201, TAS 202 AND C.5) IN CASE THAT PRECAST STONE, OR PMCA5T CONCRETE PANELS, STUCCO OR WOOD BOA#RDS BE FOUND ON THE FROSTING WALL, ANcHORs SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. 2. ALL ALUMINUM EXMUSIONLS TO 13E 6063-16 ALLOY AND TEMPER. (UNI ESS OTHERWISE HOTED)° SEE SHEET 2. ANCHORAGE SHALL BE AS MIENITONEh IN G1). C.2) 1t 0.4) 3, ALL ALUMINUM SHEET METAL USED AT CLOSURES 'SHALL HAVE 3101 ALLOY. (0) ANCHORS SFALi_ BE INSFAALEA FOUXNNO ALL OF THE RECOMMENDATIONS MO SPECIFICATIONS OF THE ANCHOR"S W "AMRER. 4. ALL STEEL. SHEET METAL PANELS 5tVd.1 HAVE 5F(tUC7URAL QUALITY STEEL, AS"tAl A-653 GRADE 50 MIN11NlAt, G-60 4Kt95N1I2ED STEET. DEMIATION W/FY- 56S ksE (AFTER ROf1ELr). & PANELS MAY ALSO RE Bism= H01UZoNfALLY FOLLOWING R45TALLATICHN DEIMNLS SHOWN ON SECTION 3 THROUGH 10 (51EE1s 4 THROUGH 5) DOFF THAT HEADERS SHALL NOT RE USED. 5. ALL, SC:HRINS TO BE STAINLESS STEEL 3D4 OR 310 AM SERIES OR CORROSION RESISTANT COATED CARB09 STEEL AS PER DIN SM18 WI 50 kei YIELD STRENGTH AND 90 Asi TENSILE STRENGTH & SHALL. COMPLY W/ FLORIDA BUILDING CODE 9. iI SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE SECTION 241 .&3.4. ATTACHED TO INSURE PROPER ANCHORAM TAMS SHUTTER SHALL ONLY BE ATTACHED TO COINCRETE, BLOCK OR WOOD FRAME BUILODNGS. $. DOLTS TO BE ASTM .4-307 CALVAN2ED STEEL„ OR AS 3D4 $ERE5 STAINLESS STEEL, WITH 36 kw MINIMUM YIELD STRENGTH. to. EACH REGULAR STORM PANEL MATH LENGTHS OVER W-8 THROUGH ir-4', AS PER SECHDNS 8, A 9 & 1O AND ALTERNATIVES 8W, &ION ON SHEETS 5,6 AE 12 Y; SHALL PAVE A AND R1:ADAY' NS�E MARKING INSSTRUC:.TING OWNER OR T. ANCHORS TO WALL SHALL BE AS FOLLOWS:vw TEiNAENT' TO SECURE PANES WITH APPUCAME REINFORCEMENT` DURING PERIODS OF HURRICANE WARNING, _ (A) 11. THE INSTALLATION CONTRACTOR IS TO SEALjCAUU( ALL, SHATTER COMPONENT MGM WHICH REMAIN IN CONTINUOUS US CONTACT WITH - 1/4"p TAPCON ANCHORS AS UALA UFACiURED BY LT.W. BULLOEX, INC. (Min. fc-3192 PA.!.) THE BURRING TO PROM WAND/TWA INTRUSION. - 1/4' P x 7/8" CrLLIC-9p1 ANCHI AS MANUFACTURED BY POWERS FASTENERS INC. (ON. fc=3000 P.m.Q -- '1/4'0 x 3/4' SQL -SEE ANCFHaR% AS I)STROMED BY ALL POINT SCREW, BOLT & SPECIALTY CO. 12. T3AU.l.A I: THUS TRAINING PLUS MY BUILDING AND ZONING REGLI.AT�IONIs SPECS IN AAPPLIED (Man. ire-300O P.&I.) .iID PROM BY THE JURISDICTION IS - 114-10 PANBJ'I FEMALE IO & PrNNELMATE PLUS A'IG OfM AS MALNUFACTURED BY ELCO CONSTRUCTION PRODUCTS. fa-.3.'ISO p,5,1.) 1& (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.1 PRFpA ETv THIS ENGINEER ISAL GENERIC IT DOES NOT FRMACQF INFORMATION(MILL F L A SITE SPECIFIC PR a*. 40. WHERE THE rarE o"DmuRIDNLS DemTE FROM THE P.E.D. - 1/46 CIF TAPS ANCHORS, AS MANUFACIUREO BY TRU-FAST CORPORATION (fe-MOO P.S1.) (6) TO BE RESPONSIBLE FOR THE SELECTION. F� AND INSTALLATION IN UIDING LIFE SAFETY' OF THIS PRODUCT}' AA) MINIMUM EMBEDMENT OF iAPCC,M ANCHORS INTO POURED CONOi TE SHALL BE 1 3 4": 2' FOR PANELMATE FEAULLE BASED ON IRS P.E.D. PROD HE/SHE DOES HOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. II AND PMEMA,TE PLUS AND 1 1/4" FOR CIF TAP -GRIP ANCHHORS. CONSTRUCTION SAFETY At SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.2) CALK -IN hSOLO-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE TOURED CONCRETE. NO EMBEDMENT INTO (c) THE PRODUCT MLOATICNN DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. STUCCO SHALL RE PERMITTED Ile 0-20 SCREWS USED, SHALL BE 1 1/2' LOCH MINIMUM SHOLILD WCOO, EIOST, No t' MINIMUM MR WALLS VIM NO STU044` , AND MAY BE HEADED SCREWS (Wt ALL THREADED SCREWS W/0 HEAD, (d) WE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RWWERED U414EEN CPR ARCHITECT W'.iNNIL'HI WILL BECOME THE BUT WITH WING NUTS, t3K.ItdF.£it OF RECORD (E,O_R.S F'i!R THE PRO GT ANM3 MIIO WILL BE RESPONSIBLE FOR THE �NOI1 TO THE A3) IN CASE TNAT PRECAST STONE. PRECAST CITE PANELS, PAVERS, STUCCO OR WOOD B(M1RD35 BE FOUND ON THE PROPER USE OF THE P.F.A. R t€ RECIOAffi, ACTNNG AS A D€LEGATEO ENGINEER P.E.D. ENGINE, SHALL SUBMIT TO THIS LATTER THE SRTE SPECIFIC OPA WR" FOR REVIEW. - DUSTING; WALL OR FLOOR, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL, RE A5 MENTIONED IN Al) AND IN A2). (0) THIS PIS-0. SHALL BEAR THE DATE AND ORH•INAL.. SEAL. AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF SIMORD THAT PREPARED IT. (B)' DING (iNLNE BLOCAC WALL ASNN C_=90: t 4 I TAPCON ANCHORS rtS NANUFACiU#IED BY L T, W. BUIREX,_ - J 14. Sk91TiER 1NANlIFYa<TURERS LAL SHHALL LQGI7ED ON A READILY VILE LOCATION AT STt)H8A POMMEL SNNUETER Id AC6O6g E WITNH S1H:'IK,tC 1T40.S 3 fIF FLORIDA BIiDDIiO CODE. ONE LABEL - 1/4' is x 7/9' CALK -IN ANCHICM AS MANUFACTURED BY POWERS FAST INC. (MN, fc-1500 "J.) SHALL BE PLACED FTKt VWRY TO COMPLY W rH 587 M 1710-&2 OFTHE - 1/4"0 X 3/4- -SEE ANCHORS, AS DMIRIOUITED BY ALL POINT SCREW. BOLT do SPECIALTY CO. (MIN. fD-160O p.R.1:) - #14-10 PANEUMU FEMALE ID AM PAE�3LMTE PLUS ANIM ORS, AS MANUFACTURED BY ELCO CONSTRUCRON PRODUCTS (MIN. fe-2071 p L) 06 SlW1. ONLY BE USED TO 'v*S�`'�'.•,•••:,, .` _ i'i /It PEFNiiTIS IN THE STATE OF FIA GrI FLORIDA BUILDING CODE V. - Hurricane Zone - 1/e O OF TAP-ia`DP ANCHORS, AS MANUFACTURED BY TRU•F'ASt ORATION "- N0, 41167 ago ,a>a i INC.2D GAGE GILLY� STEEL PANEL aY 8.1) MINIMUM E AMEW OF TAPOON ANCHOM OM PANELMATES AND Cr TAP -GRIP ANCHOR. INTO THE CONCRETE BLOCK UNR SHALL BE 1 1/42'. "r: -_- GLOBAL PROT'ECIM PRODUCTS, LLD, R I6 E C Q 8.2) CAI Nk SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8" INTO THE CONCRETE BLACK UNIT. NO o�EDMIENi INTO STUCCO STALL, BE PEIWIITID. Ile 0-20 SCREWS USED SHALL BE 1 1 2- LONG A qN SHOULD STUCCO / / '+1y•! FN�e. 40M SA 51 f3pa, n>uff A' fit` O4uG FL =14 15-021 MI FAA (vA)m ,-sw EX19T. AND 1' MINIMUM FOR WALLS WITH ND STUCCO. ,,{Ia+)M%1-7b�y. ,9 Am xw eL .11. a4 allwl uSles n "' AYrw, HAM LIMNn "11 4a Y. warty. 4w eR«aw AaYIF1xa ew DWI Nx Ate S!•rffi'C ' tlta n-mq e - VISIT , ar 2a GONL'1fENE ANCHORS cM SHEETS a THROW A) N TD OR BLOCK owatm ANaHORa CI DR % era. S]A!,'CFJ1E0 WJ SHtHi "SEE�B >l a) WALL MOUIV I #ice SECTION! 1 SCALE 3/8-1' Sa aQao16 1. 3 a 4 ON SHI I40000RK ANCHORS 9cntwL e spats a • iIle COSTING F CITE REQUIRED. SLEETS a 1i1R Lw 9) 711 2 A If, "i�PSG (ASS aw s1�r a tO OLPB4. I k HID 0 or_ a 11IHNDUGM a) CONCRETE 04C ORS M ScHmmu ON - SHEM 5 T1NROM REOIIRER CONQKIE ANCHORS ( ekY.li111YF St1�T: 6 ,HRfatCd[ P) C."t SAYS/1i C Q.R ( ALE DN-j 00NCFffi1>: ANC101F5J �'ti 01 . B 1NMmIIGtI ,p s7#�Ys a 1H�,ACN a) SC`.il.E 3/e�t'� &URNNATE BUILR k IiT AUNTINC SECTION 4 SCALE 3/8-1. EDGE DISIARM (SEE SCHEDULE ON SHEM 8 9) M4LM1_C0A%N0Q1l OF TOP & COTTON MOUNTINGS LAN BE _ COMBINED) BN ANY WAY TO SUIT ANY iNSTAU_ATH. FLORIDA SLNLD#NG OWE IIi h Hu cone Zone) - r Ab 4 owf$ ALI= Anc 20 GAGE GALVANIZED STEEL. STORM PANEL. am" W. GLOBAL PROTECTION PRODUCTS, U.C. 4 3/ SWI r3I 13 * +O•,' NIA -NEC LAC. 15-021�,''•' �, I C7 ,�` Jr x aA {t3P+ i/4`' '� t 4xeaPaH, ,ar 3N1. jt. ]IA Irew1 cams A .13nr j G ss314 PHI (964)Oa t-444 FA)b: (9a4)SN-SM ,., v wn..e pq�m-la,-aH allsrr erR .... tp1A1!gq Na a+a $ MELT 4 ar %a !6 " - WALL AND FLOOR MOUNTING INSTALLATION FARoo _... S 1 1 PANELS , aJ. I[1aYORaL- C \\ _.--._.. 4 1/r �_.,; X ART ED. r�17�tT.MI: I.M.x Ri 3.A.8s r HNC. Y IJ� U,IaY 1 Z wL tAe•-a` Ya.. PAI t>r tl walO m t/4'11 n __ WJ aMs1LR p,-1. -72A tut — VISHUT E 29 %1j4t AN 4 SCALE ,r4'°•1^ DE AIL 2 UK OF MLH � 1NON SC41EDULE 10 I s M eY1 aalil'S a h e) Fa1aA w -C lax. Pmm -- IIDNY117 SECTIONS 1, 3. J4 4 51w2f 4 MAN. MULICNN SPAN (PE) • REWRED 'VOL.. TUBE MQ LXN4 �* 3 41-e TD 51 Z' x 4' x I/$" 2' e x 1/4' > r-w To a', 2' x C " PAM UI�PN to ? PRFSSutE " PARANLLFI. ORE NIM SECTION 1 SAW£ 3/8-1' NONE;. uDLLDNN CAN ALSO BE MNSTAAi.E4 W/O 5F1kMei PANELS ON TOP ON BOTTOM SO THAT IT IS LGCATFD AT TOP 0R 1)DTTOM OP NX1ET'II4G. (ONE PANEL OPENING W/ TUBE TOP At BOInMi) €LARNDA BUILDING CAGE {Hi h Va[oO ty Hurricane Lone 0203 Imam sAc ��C PNNc, 2G N3NVAPBZED SIEEI STGW PANEL° Pt,a cow Br LL GLOBAL PR(ITEam PRODUCTS, D, 4m Ex. 91 a1MAe7 DOW M =14 FII (1{34}pa5-7a4a, rA11; {9a{)�WM-97a'7 '._rtA 1wE 15-021 4•tA9IrC Rac 11 a oroNPx,rr L x a4 AAA ws+u AH 4x aeU44W.xAy. xw r Ca1M tar-A1,A L1gAr A.i am 4. ' aswa are � r anima .n T ar tR 8 na"Xi C'CLIARO NF'MB FOR REGULAR & 6FE SAFETY STORM PANES (SCALE 1/2-1") ts,19a' CWAL (MIAL WM)�-- A Ile— `. i - f.380- ooaa- IaFI. n4pl t- e t -STEEL r 0I A-65J j , - tAO39" IN. iHCK Ham.. f . Z 7- C CAGM. j` 1 ON -VI Sun TIP. 7` ASM A-1iS3 EDGE i1 2Of}D' " 7 _ ELMiED DETAIL, DAMED GRADE aO 1,i O1'(A>1- A�EDGE EDGE a� GAIN. A N 4" A 4" �y # = I f ��AM�L � ��L 2167` w t.2si' -11>0 16 r .t25" ,75CY 304 StirE� t3/M4 6 6' .TOO' Ac CL ,: STW I1IFEFFA SS. me 75t5' m A o m ANGLE o qt 4, C.C. 12 .am' • . Z,C)0 3.3 2125* --2.t 1•'S4D' TAIL I -_ - .$ � , DET R C% _ xv a ' Mcx t �a4" LI_ - ISOMETRIC VIEW DE7 L A ��.� � ` z000. ROUNDED CORNIER 6 ENDS OF PANEL'S ! UP wC TRElaim LroGE. �12 I *h" I IFrs�_ "U* 8LA19 t 4� � Ml[I� &Tllii �9 }�#ifaLE t+ 1 H j'%'�RSE STUD ` a. CP 'TOP H1iCE ,fS B. „39O' .,6 Aas TD- .125- , 4"F-ZO, 304 SURIES I .270`. .BLOT AWAE 0 12211jr O.C, TO ,.40YY.Ixi3' �.. .373' .390' 1. 1«343 RA62" .093' . ,.4, V o t wI Ow KEY HOLE WASHER sAa"e { } r a3 . or „ A�`K � ELa P .I � LATER &03a• (Mon) tom" WITH 'SPUD GALYANAZL7} STEEL .DLL's t.GB .T _ FLORIDA BUILDING CODE H h Valactiy Nu cone 7.on* BOF arnDM .• F 62013 TWAT Lae 20 GAGE VANIZEED STEEL STOP# PANEL FAL M,. 1873' PLATTED WING NUT ¢ KEY ROLE g � �— E rr.� awawl GLOBAL PRGTECTif?I4 PRODUCTS. 4sj12#,b ' AT PANEL - _ INC.- 4a _ 4a0a IN. aT sUtkF7 ,WHIT 713R®aa x coYrANAn DI FL =14 15-g821 ' A PHOI (L1s4kal-Ts�. F� (04)ao7-Ire UONOUDMC M Wj ADWIC#NRL y ' �, .`- . m- . III -+An-Im DII ' w ALtE9wIAar. , wR1G 1NR wf�Fr • 7t8`1Ms3/3Y 9NNSH,Er# (StAN9i+,a �gaA1P 4-- - * wr, „Ax. aweYewe - Are ' 57EE31, OR AN24nl.. PRhiED $1TH�). - IW11�' A 1,�4k1L/'i7". t`.p", na w- s .. S,Mzr 2 t1F 2a am ' NHLLIt - -01 OR PAANE,MATE FEMALE I7, CTk1CRETE PLUS OR CF TAP -CRP \ alp9l�ry� w SCHHRTx7LE 09 SHEET 6 a I) (may€ SAE ON I^ fS $ 1}KO€ N 9) . M�. 1 POI Pam EXPW4 i E t nti Ir.,rswe-a++ Xr m°°i.a j � REARED. 1 1 is ! I CASESCALE - - 3t16-1^ . 01- OlgCLASS PAM FOR $03"AO1Ifi7� a aHA.r. I 1 r 1f4-•*. t tea' t � SCHOK F m wAA I i J10 TO OLAS& r , VI 1 t ! I lablb I I 7 °,'w.' 4X 1 E 0 - 1j4g 1F_ 1�A L I ��— I � 'CASECASEHI CEMOETE aI.00K 9 E'(E six. SCW,E 3Jt$-f' Art 1 E2E-O,l1F�D, BLOCKCOWCRETE 1/2" "- + ._ p1 - /4a Fa A 111 � ' d' a.C. 1 gear � C!1LK-IAUE, OR 3J4 IPM OR OTA♦..'-.'TB SCI ON _. _. _...... { scTaEDLAFs ON pia as 11HR s a) sttEt�s a a a) Wi71 YUil 71lKS WWI R.WLD OUT mouhi"LFN SECTIONS 5 _ AE Ns . .SGU.E 3/8-1" SECT QN 7 SCr LE 3/&-1' PANEL , 61 norm@ o.O.I. X OF �' 'P NEW t' WIDE x VARIES x 1/a4 E.D. - E� DISTANCE _ THICK KtaN. TUBE OR 1" x (SEE SCHEDULE ON L Ex tsnNC. STUNXIOJ PT. WOW PLATE SPACER MEETS 8 � 9) ' HAND 1 I NEW 1' WOE x MARRIES x I/6" ' NNO7E FOR CCNNTWNATTNCit! COF CFC1; - ALUM. TUBE OR 1' x VARIES ---- T, 14400 P1AlE 51VaCER j TOP $ BOTTOM CAN BE TRAt2C d - ) r.oNcaETE ,MOUNTINGS I C0MBINED Id ANY ]MAY TO SUIT ANY - F f TILL - - - ----. - SHED 8 9j I I INSTALLATION. j C.14, 4t sCaLE 3/tH" LmgK - - : • .- - 4r r�Fa IJLTE:.Ti - A NCOO DR , SPACER LX14In1 R a'. �i serrEA 1t1TGkT m y CIEL satLeuE t fy/r M(YC tXkKi€ 8L0(3C Mai. OR mum Mw ar�.,�r OR [Heir e x s) 3 FI11x. RE4lA7ED»aHeN€. 1 - X- 7yj ,P ILM6VOI, SCALE 3/8-•1' y� +aft'.- a + CASE € (pLAN� Sf7Nl S/, B<'1' 20 GAGE GALVAL M STEEL STORM PANEL FAL DRAW" Ire M& PROTECTION PRODUCTS, LLC. °'�12r1a DR9L 48M SX. 41 SiAEki' 15-021 Lnwlrla Ra OWNE Pt. 33314 MORE: (1154)i1 Fib (04)laOI a.lenn. .s -.. a.e e -. A... a •. - - SRa1' S or 211 MAYIMI M A C n DESIGN PRESSURE #. RATINQ (R s f ,) AND CORRESPONDING MAXIMUM RAINEL LENGTH I" OWED LE (VAJD ONLY i - NE ILSTAUAT AS PER ACTIONS 1 10. ON swElS 4t 5 N2 6) . PANEL • WLRD wt 1/4Y-2DH` S_& M.& a GHLIT AT C a L Mi OF PA M MAXIMUM,IN MAXIMUM -INSTALLATIONS ANCHOR sp ACING S HENLE FOR REGULAR STO M PANELS � dl � tN TQ EXISTING CONCRMTE & MNCRUE BLOCK S RLIM ES (VALID ONLY IN PANELS("1D& Q iNSTAU4XDOCNS AS PER SECT 1 1HRU 7x ON SIEE'T:a 4 COSERS 9ffiStS 4di „ FOR ANCHORS 1N[rnAAA 4 . T t rfi FLORIDA BUILDING C01]E (High V®lrctfy FlMrrloaMle Za,sA I` T , raxa 1HLIBGG to 20 GAGE GAJ-VANM STEEL ST1)Pli PANEL oA R t' - No. 1 G7 _ asaw Mr GLOBAL PROTECTION PRODUCTS, LLC. "a .•.•-- '^'- '`�"'e - g' • �r w ■ A I4 COL... A sw: a1 51 Y Daa FL 3014 ' aC^ +.. 'T` `+ ', ' `p'.s.,.,.• �°° xa w ah-.NMal7 - w. I,iChEt a -7540. M_ *4)68&-W 7 p A4,weAeq sr-A�,AI,I, ++3-ear ,ur,R- .A:+s R.�+F PROM Am ' A EItU1t1Ht 0 11K,a as �� _ _ 4 _ - spar a ar b MAX" ASA Maw L€1lCRI gN �� 10 445,5. -72.0 - 7°'-4'�` ice, L�'ia 2 ,/4'.. IOLT'�ED - , `IUD "$ i9t 7 - Ha3�, -72°O >Y-;H` 1h B'-NY' YmC 2 3J4 lA�rSLT@ 1 T3pMU $ t 7 _- 4•tx'✓� ?6'�i' lD ,1--2` Grx. 2 1/2' ' �I a -46k0 12'-4' at IP89 3 t/2' ''..- -.OVERLAPS & 9 a t4 W�MAI AS.D. CE51g1 fNLRf1E RATIHB [P,+-fi. - AMEN eVR21OMS SRA�NG NYIR F.4..•. 3 1/2' -' � 70 ,,�flpai¢ # � A:1` OXMBMA770N OF THEM MAIWn7M Imo, 1.f21GTH R (NN.) T1 tF TAP•�5P CtFK.-IC_. pAgNEl3iti6 FflMN.� sD FR71L7.ilSTE PLUG m CtfIICREAE T#d OCMC�TE �� 70 �.1� Tt# '.. 78 �NC`Af.TE � d N/A MIA H/A - 6' NIA G' ,NJA , (YELP) I' 6' N/A N/A 6 8" 1 (BDIIDN/j N/A N/A NJA a' a^ N/A N/A g 4�T 4bOd). -72A 8" N[A t1/A N/A iN N/A 2. (9O1TOY) Y-S" LESS 9' N/A WA N/A S NJA K WA 9" N/A 3 a 4 ('TOP} 1NN LESS N/A TW4<! srM!calc #'GR a�ONLtAfeaPE. MRro w4GD FTLWB B11PtitffiE. - LMMMN ANCHOR aPwaNl;v AtA taNtM,M €IiGE D6TAICE ACE SfoNnaE4 cal TMB 5a�illy FOR EDr. TIiW IDHCATHTI oM satDIAE IilDI10E A1�,10R RaADNB BY IrN]Y4.YFIa saAcu9 9HhMM ON 9p1�O-C Dr 7TE FOLLOYIRN FAL'IORA. FTIp T)� OPI3tltCDM TD I'�dF. R �F1GFG 1]@ Lida FIa7imt AT IEaRD, 9FYIlL I�MIC'I�OR ',YPE AIMMRA SP,Kan9 NDkIBEG FOR OKit ANfCROR fYPE"* ,j#• 1/4ia ercan a TAe-4iF eeaWE n a a a z1 a s is 14 awA21Ha AM4i� rrm!sEcswlEA na s 3 a a ]' a sf -_ (cwIR14N Dao!rla eiat-( 3 a 3 Rt2 3 1t2 --4 3 ,j2 A!c1uIL Esl NAn7E 9SiTHHij ItAN.9OR 1 �s- 2 7,A°9' - - - - 0 0.83-- � I t.oa.aa - D.M..ti1•l�lx V+,•��i, 1/4, 2/4, 3/4, 4/4, 5/5, 7/5. � W/10. 2W/10, 3W/10. 4w/10, 6/5 51 w/10. 6W/11 & 7W/11 MAX AINCNOIHS: FOR CONCRETE SEE SCHEDULE ON SHEETS 6 a 9 3' MAX MIL FOR WOW SEE SEOTIONIS ON S1EE1S 14 & It 1" Mql, CABLE). I J 1 IsecrwNs 7ma LIM PANELS EE SECTIONS AS S. 91S UtS a FA. g1}'3ii/1P D.Wr").@.t + -- 6 or 3" MAX 1 /4. 2�/4. 3/4, 4/4. 5/5, 7/5. 3• 1" 1W/10, 2W/10, 3W/lit, �4W/10. Sts 5W/10, 6iN/i 1 & 7W/11 / ANCHOR'.w' FOR CONCRETE � SCHI� ON SHEETS 8 a 9— fW WOOD SECTIONS ON SHEETS 10 & 11 kI�JRN+ STORM PANELS a & ELEVAT_ ION OLMS, f � Hl FL.BRIOA BUILAFNG CORE (Htgh Velocity Hurricane Zane ears 7E, 0 A1C �r �/ye� E. 7i► V INS, D.M..ti1•l�lx V+,•��i, 1/4, 2/4, 3/4, 4/4, 5/5, 7/5. � W/10. 2W/10, 3W/10. 4w/10, 6/5 51 w/10. 6W/11 & 7W/11 MAX AINCNOIHS: FOR CONCRETE SEE SCHEDULE ON SHEETS 6 a 9 3' MAX MIL FOR WOW SEE SEOTIONIS ON S1EE1S 14 & It 1" Mql, CABLE). I J 1 IsecrwNs 7ma LIM PANELS EE SECTIONS AS S. 91S UtS a FA. g1}'3ii/1P D.Wr").@.t + -- 6 or 3" MAX 1 /4. 2�/4. 3/4, 4/4. 5/5, 7/5. 3• 1" 1W/10, 2W/10, 3W/lit, �4W/10. Sts 5W/10, 6iN/i 1 & 7W/11 / ANCHOR'.w' FOR CONCRETE � SCHI� ON SHEETS 8 a 9— fW WOOD SECTIONS ON SHEETS 10 & 11 kI�JRN+ STORM PANELS a & ELEVAT_ ION OLMS, f � Hl FL.BRIOA BUILAFNG CORE (Htgh Velocity Hurricane Zane ears 7E, 0 A1C �r �/ye� E. 7i► V INS, 20 GAUGE' GALVARIIED STEEL. STOW PANS. a11FAL NIM Oft GLOBAL PROTECTION TS, LLC 4 &W. 71 VFW 01 R at3u P,WaFi �-75i6. rAiC {G-aia% 15-021 M ft a. m HRpPN eteauut Yr ® we-ta '. aw, haa+ an-%&ss L,OR g A .I.,w ts«ew a.F DEEM. mswwYl „a r It wary S era - - � FOR BETE SEE SCHEOL" ON SHEET 9 ATE REP CONCRETE FOR WOOD SEE SECTIONS ON SHEEI 12 cuIHCRETE tMQrX( OR OOIMCRETE BLACK F-rr; Y 2.Si' 3' FDRa REOUERED RE4UIIIED (MRN tNtT PAP :At WHOLE A A 14 tI tIyT2 1" CONCCIEtE AIiCtORB COfNF':RH.iE ANCHORS -y SOFDIRE ON F—fl :Y SCNEDI r--0X 1 f (Irw LAM 1a iCR CLASSC I ; q xx I 4N I , S/Sa'yIi9L75 ITYAN6, FINK O EACH I E$.8' POL1E a' I� I#1T C�E11C1 I R i i � fOrBRIAP. I. I 1 i H tor f sas 3 Box 1 i 1" IMA1i [ I yam" 1 7 R 7SUN 12 1 t , 4'a-2Oat3/. VA BOLT / 7/8' 3/s2• wHxc Her 1xmH. o ,2 T/2 aa. CONCRETE A1NONOM w/ sm ( SHEET E SCt�OI".E °N 5HLEET 8I 51HTAi.T 9) et CK OR iHEitllOn 81 R�Nlr� DIRECT _AID Mt11LL _�1MIT1NG DIRECT AND WALL t O �_N2 I_kl_CT_EI! LLT INJT� A'TION SECTION 8 U1�'CION 9 SCALE 3/8-1' SCALE 3/8-1- NOTE FOR COMB(ON OF �: (SEE -SCHEDULE ON TOP E BOTTOM MOUNTINGS CAN BE SHEET 9) COMaBNEO IN MAY' WAY TO SUIT ANY INSTALLATION. ids d 'wu-+,r��w.�: a r,lr.-wrweewwww: n1 T1 f � " a �n X_ R7a 1tRli at ',• AN nH Lr .NI, I �I..N c Of • . 4 " ; c+J' ElORLDA BUILDING CODE H h Vefoci IhurLcane Zone t - tmlzbl (itP ,. 4Gr `` ' r2DL, al7rao ,oaeN .,n x, as .wa 4era.4arvlR 9ww x salt Rn Fm. r.. LOAN or=rye A LM A. P.E 24 GAGE MUM= STEEL STOW PANEL FxL NOW Nil I dOBAL PROTECTION PRODUCTS. LL C. 4Xx, S.w. at SIB TIME R.. 353i4 P1tOnC: {ae4DdDA'-]BELL FAX { �9-�a7 4°t H„'t'� t 5-G21 DRA1CIFs a as 11-M I07 ■ saAT tl Or 2a erci ee• rur v Tree tuun c Cl► n 1etaY►t t iAYYl,itr !'l` aCfi e,Er1Y1R1MAH t TI1R11 Ia. ON A,NIErs i B a• 6H A.&O. DESIGN PF4WM_ Ram T69+) MAXIIII ANCHORS ; BUR M 3 1/rMAXIMUM 4• # ANY CAIBMMUgM OF TNiil MA101MM1 Nilt� LEM9nN 1 (A.) t mvm Cr ve-ow CALK i W)1RLAIa[ FrclMs D PA EUM E PLUS satD SET 7O CONCRETE. COI BLOW 1D COICIEIE OOMCKi� TE BLOCK 1D CONCRETE 06tK�J�IE SLOCC Y4 CAAIp9E9£ � 9Uk2H T,?. CONC'AEIE C' � TE NOOK To H30NI'�L£' � Faapf 8' N/A N/A N/A C WA 6- N/A 6' N/A N/A N/A 1 (TOP) 8' 4' N/A N/A 6" 8" e' 6" 8' Ni N/A N/A ] (BOTMI - 6' N/A -.. NjA N/A r H/A 8' N/A a N/A N/A N/A 2 (TOP) Ni N/A N/A N/A r TN/A 5' N/A 5' N/A N/A N/A 2 (BOTTOM) +55,5. -72.0 6' HJA N/A N/A -. 8' N/A r N/A W N/A N/A N/A 3 & 4 ) >r-V TO 8''-8' OR LESS 8. 4" N/A N/A 8' 8" 8' $` 6' Ir N/A N/A 3 (110MV) 8" N/A N/A N/A 6' H/A 6' N/A 6' N/A N/A N/A 7 (ADP) 6A N/A NJ WA 6' 6" 6" 6' H/A N/A 4 b'm 7 (LBOTTOM) /A -._ 12 6 i%4' i? 1/2" $ 1%4' 8 1/4' 6 Ile 8 1/r 6 Ile N/A N/A 5 (T0P/BOTTOM) ---.0, -&S,3 N/A N/A 12 1/2' 8 1/4' t2. 1/2' 8 1/+}' 6 1/4' 6 T/4' 8 1/4" 6 1/4" N/A N/A 6 (TOP/BDEEOM), _r TD 11'-2" 55.0. -72.0 NIA N/A 6 1/4' -- N/A 6 1/4" N/A Bile 6 T/4' 6 1/1 6 1/4" N/A N/A 6 (FOP/NOTDOI) '-r TO 11--r N/A N/A N/A _ N/A N/A N/A N/A H/A 6 Ile - 6 7/e 6 i/e 6 1/4 8, 9, 10 (TOP) - 48.0 8' 4' N/A N/A N/A N/A N/A N/A B' li 6 1/4' $ 1/4- 8 (B0TTC7M) 12'-e OR LESS t LESS - $' 4" N/A N/A N/A - N/A NJA N/A 6` 8" 6 Ile 6 tle 9 (90TIOM) NJA N/A NjA N/A N/A N/A N/A NA 6 1/4' 6 1/4' 6 1/4' 6 1/4' 10 (BOTTOM) 111 smws I% it Am 12 FOR AAImm TYRE a SPACM FOR I150MlADO1Pa rro wm FMA:E BL>IDINGL MIDMaI ANCHOR AND UN" EM OMINIM ME 110CRIED ON FRS SCEDU£ iORR P,D, I= T1AA4 11= Mfl OR aE R MOM BY MLLIVl:flR9 SPACE 11"do CMi SOWN BY THE FOULCRIIG i�(10R3.. FOR JIM (WBIUHION TO K Pam$ R OBNAM6D USIA) FAI:OR SHALL Not BE LESS'THAN 1pw* Ep CBBH INDICTED FOR PON ANCHOR TM AB ANCHORS iSM46. -_ - I lea , +. 1/4"a 1/4'a 1/,rd; ,1 Ja • ANCHOR TOE ' WY.ON OF ve-CIS - IS RMS SOLID-M Mh. ANCHOR !ACM 00 3 a 3- a 2 1 j2 a ##wow brow OIL) 3 3 3 3 3 a tf2 IMe,a A4) 3 3 a ,j2 3 1f# 4 3 1/1 OEMM 4 AatrL EEL, (MOO iF5UtR1Ej FACTOR 1 - - - - 2 - - - aD aIs 3• ,DD Lao - ,�D A3 - s ^W 'C^_ _ vJ � ILL—) O ILL) 0 Wcu O O . � V -1 � 1- =3 CIO CU vJ O N 0 0 LL M p > .� N E N M_ Cn c Q c U QLu x.I..w✓f _cn ICU O I� nO U � LLI Q Z Z Q J !Z SHEET NO. SH 1.1 -6-0 p W c- rA C6 N -� =3 IbIgALLATION DETAILS MR REGULAR PANELS CD & (� tJ+-LD . �/�` f W/ Ili� T19 DETAILS FOR REGULAR PANEU(j) & I L INSTALLATION 4TION DETAILS F.�R REG,�IIAR F'ANEi�.{� ,� 1 �ca- � IN. -U P LDO: UP ,D s -�' a>R ;a/+"��m I I - I N p O TO EXISTING WOAD I RUC,UR - , +v aDcc s� M5. ®� , +- m PAAi.," LEtr6tF6` t� 7O S-O' Arro 6 f r+-,D HLrrE,Ari�TE FENAtE ro t5t PlYtF3AM. PLUS 9 (/t �� t . ---- I m.W,F,r,%Y30i.fJSJ4it Ida 3.MElS 4 E' 4C */ w aamt TIO HEADFR FON All L UP < '1Y.� - t/+�r Ara a�.rls a a� a :: sf+i a>i . r aa. pa.y saes-t8 alNSSra wl sea ttrnew ItNllatR: s tAn TItnEN;,� v,W]slRwrtcDtEtD14-i D I/YIEIOMLTta Fl.L7S� 1 O4ASiELWLTE PL �$��.. ja a ,f+4"4C. W!,a/s' X W P47APpNI N TO uw J` 10 awowu +lsaa +�®9t i►s : 1HRrAm Pi'HEiRATIDH 'lD THRE46 m M'OOD AAOEi i ' - E)05,"NG wDDb Ha,+DF7t"� ro 4 +ir-2a as. OXTS � EXIST: WOOD MA»x 1 2 -0FfYAaoO r - �=laua1�/' i -' 3, t _ i T Y /per LL\� 3 Wt , 1 "r; t I .r ca+ I MWSIUDe € t em SLED e p/- t °sw. • 2, ` ; s 1/{. im . § a t/+' oc _. =momIcn 2' •i; I t WOOD H � t ��, ° v E a) p 4 ttllat, f_ e 1 aeae�tsc t a s s i �' tm i WOOD WPM I R I WOOD HEADER kfn :,�, i ; RE(ORED i • L L Tag c w I 1 as teET a 1 L• m MML g ° , F -.. - i 1p� __. _. 8 I 1 .. CU W 0Ue8- I 1 ` ., .. ; I ` • [ ' ' j � u) T /�� m WAS, SEE SCHEDULE tuff I i SEE Sr3,ETeaF aNi I I SEE I 9 if a/ e I TERNATIVE I W sIIEET e t nk, ePAnaH i FOR Ilan sEPrw+t'wH I -- ,p - } I 31 - I St'AW.E� 3fk,..1" SCALE 1/8m1' ' OtA1Ss. ' t - I 10GLASS, r l 1_NSTALLA7ICJN -• ,ALTERIATIYE , ra,e r ss'r aa • , d OAt gAA LENOTN Mex Pam,. LEFR3,H Mox P LEH rt IGY f SCALE 1/4' . I" +teo a /i, °tic ,ras Iona " Nxw 0 .a a.L i taH c 1 s (SIDE "OTE t re ev a AP (SEE NM „ rJ+"e 2aoc,- (SEE NOTE 1) a!e'+ d'`+ LLS N! 7JS5f � " rye'°'• i -__ FM MkI r ral ON SHEET 8 1 rO aaAs. 7e• o kLERf CAweIAP , I 3l3zM4atr' orkTMAP 1 r w weer SON SHEET 8 _ # t t s+i:m.a s 1010H 1 1 a tie ? t 1 I - urALe a s.s Ira t10Ye • O _ 10 CiAS$. 1 - 1 12 � � sm amos ama 1 MrALLA110M - &USKATTI SW a iaaAlRdl I I I I I - i i I I 6 lx I OF 'l• SCALE t/4" t• - - I EQ O t i OF i,' t t OF 'L" i y Max - � NCCII NIKS � FLOfI�{ � - - IMSTAU AIM - alT I - _ w�l S(JiL 1/4• ,. 1. ErA F� I MAx I MADa r ; i t t (SECTION AT TOP iS UM(TED TO +.3-57.0 AItU(. - rnm 1YY RATING) AS D OESIN PRESSURE SONS: 1/4" - I"S,U,Z77-L] woRa E t FI N/ , +"raorx• tbs. M � 1A a rf+• om. Rlws e" o.N�• t e 9/4• ac. �; �. Tema+ 1 MbR APT � r� Sr -a` MAi 8 I�• ♦Cad. 1 � a x" oR� Peas a ,2 t c. a W"N r 'fvx w. me a w N AL]M AT'I « AW Y ,lr . 2 k4` k000 rLAT , 2. APO a to s/C oa. , +" 0.G FOR E� S'11 Mats. ssr° era meat 1%2 Um, R,REAOFD PElfEIPAT11X�1'' AT a NOWAtif aF PLATE. Sfl4LE 8.•9 SCALE 3/8.1 Ytt4 TFLIOD PLA PENNTRATfCR1 AT a t+.a emalMaE6 1MtltVit't4 OF EfZ" WOW MAX FIX+ O 14--10 FANCIU LIE PLUS 1 2" " F1ArL J 2"xd tA000 RATE Mml.aleem Al. IEMOVIS UP TO W--O'• mm _ RiOWI'�ED B 1 4�" 6.0. tY , 74` R'EQIfIRED N SD,H OP' PLM rc'a t 4.0 LAA SCREWS' ODNS . - MID MM OF PLATE = [/STAGGERED W/ ee �w mes - NOTE : SHU rEW -TRACKS S NOT SWWH FOR CLARITY - hRtEADFA t 1fPEH E'IFA7gN ALTERNATIVE BIN DIRECT0 Jam^ �el�j�L AT aowmn+ OF PLATE SCALE 3/6-,' SCALE 3/8-1' (E $W - LaM mom MoLwItssCOriL 31�i" AL�NATlW $W Sc+tE 3 t. N[fSfc. SCALE 1/4` - 1• 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS `+d _,•, fi,S, - tt�L��,� ilA.i,/�F#'€prig i� UP TO +55.5. -72.0 p a f AND PANEL`S LENGTH UP TO 8 -8". ✓ '�i FLORIDA BUILDING CODE h Yeloetty Hunimane zone 1. O�TALLMIONS ARE ONLY VALID FOR BUILDINGS N1['it I A.S,D. DESIGN LOADS �t .�1� • �t t. INSrN tATIDNS FOR ALTt�tNATNEs t;w. 9w tie toW ONLY V0 p FOR t 2. FOR NEW WOOD FRAME �: WOOD IGTHMEMP TO BE SOUTHERN ' - LIP TO +555, -72,0 P^ AND PANELS L TIi TO 8"-8'. Si v '� FLORIDA BUILDING CODE HA h Yai i#1eai,wtte Zen*) BUILDINGS WITH A.S,D. DESIGN LOADS UP TO +43.8. -480 p.s.f. AND rt,Trrrl, ✓ e FLORIDA B4AURNO CODE h Yelaci MUnicnns zmno PINE NU. 2, W/ MOW 4F 0 55 OR EQUAL j i ex45 R l e 20 GAGE GALVANIZED 57€E►l S Y7R1 PANEL 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD M TO BE SOL"ERN a osors LR�aa W. FRz PANEL'S LENGTH UP TO i2'-4' � tec F� . 1167 xDIRRIN jyO / D f1fANT1£D STEEL STORM PAHEI it z.. FOR NEW WOOD ��AE CONSTRUCTION: WOOD MEMBERS TO BE SOUTHEFMI .• 20 CAGE �NUY � STORM PANEL PaRAfa 1111. 1 NA N OF *4 -_.. """ee" GLOBAL PROTECTION PRODUCTS, LLC �IA�O%•� � - - - � PINE 1JD. 2, W/ SPECIFIC DN3IS11Y of o.s5 OR EKDLIAL4416 � _ e - NOTE Fes- - PINE NO. 2. W SPEdfiG DENSITY (Yr o,55 ( EQUAL � .' , ' / yD1 1 IL E C O IIiF,. emRlt R. S tm Nm FOR C fMN&m0N DF AWNS: :. . , = ZIL E C O 1MC. U.C.t • • IL E C �1! 111SC. GLOBAL PROTECTION PRo�a.Ir LLC P�T'E D� TOP BOTTOM MOUNTINGS CAN _ W_", cc, r D4RE R_ 3Mt+ A'=S I TNaAT Or€arxm aat uanr c 1A7 PMM (54 51=4 51P�3 15-021 rti ,< rxLtr rcarRfa tic 15--021 sr ' is ter a ew . rph APT rxmr mfs fb Tt & BO€TOM MOUNTINGS CAN BE ay : <CI a#. atls MAarmt wamLL� P { 87t - Fun t 7 1' S a2 COMBINED 1N ANY WAY TO SUIT ANY r. .++,>._., 4 rm.a.rtrvr/tdt www re.tar to ,a. iOO1iBINEO iN ANY WAY r0 SUIT ANY wit :' F ��"# �motrTerro re«srer aFr e.. .-s COMBINED IN WAY TO SUIT tl""^. F itC ww.rro%aaPn'rf&'r "" ` •.'" -F iNSFALLATiON, nI+ g1EA€A 1EOrI + aPE 'e1t'+a - _ sHELT ie OF 70 INSTALLATION. PE AFA r A ntAF n P 3 - sItET t, ov s5 IAA. LL r r - - - ""`" - - iNSTAiLATION. Ir A AceF P ARt 12ALTERNATE ff 71 FOR CONPRUE ANCHORS: 5¢ =Haxad mN SHM tk ,LIRE C DULE ON FOR ROOD s NEII' SIE SECTION ON SHEET IS 1, k 1�Y/�s 1 1 8 rla 1 1 8 S 1 ANCHORSCONCRETE � ' 1°"i 1 �, �/�, Zy+. s/a +=L +/� �. 2 a� �w/1s t s Maw a PAf L INSTALLATION QETAILS FOR OF' IST 1 FOR LLFE SAFETY STORM PANEL SYSTEM g£ET ,+� ,. / rr1. 1W, �'-a �Jz' - sus a +rr -- INTO € EXISTING WOOD STRU{ Tl1F ES - _250' PmtiRED coFl¢tETE .Slro'i ,Attu , � i02 f�D97l+EFa.AP ro+"e u4i � trJ Ltmt. , ,h wr. notF�nm „oH POUND CONCRETE (CASE i} - ... _ -- -.. FOOst1t+D I # O I I L A �6VFtiY I rr I 12 1 A-'G,3 II A j • � �. -% .- 1. I`Sm SCHEDULE 7 i4 iEPA7 PN ELO OHIQPDDR } {sltFtmOR I1+H0. FAMO) [ PAtOL 9 I I, EQ i ED I aAss I -� r"y I _ _ -r t✓ t' I 7' T N • DAER'/ T i 1 1 , I _ //�g•� / <:. - � i�EIaERr� � -. _ STftD • t7 t/P O.C, 1 1 1 1 - PANEL F.i(G PANES, . _. /!�2'• ,f4• SEE 5€.€ ( R(tERR PANEL ENO PANES. t/} 1 I£ r I SEi I I 4•ffit• MdoAE - V++tn. MAG,mE 7 ' t f, II.._3- �A OR � � I � . .. FOR ( � 4l• TO I/" § ( Tm+vaW�s , � t MOW �yP L1'glit Reaum 1' 3' IAkr I 1 ( »� FA WOOD HEADER ri DETAIL MOUNTINGJ - LIC tSCHEDULE t r1�T41L 13LCtE1RQIlNTING i15TL1T1(} {tPPLiCABLE TO SCHI=iLE E 2 I MFARs 1t++ y SCALE- 3/18• - r 4 2' UM) o A iA•TFiBNDE 1dtAATrW4 E: 3/,fi' a 1" SND a ,2 1/r or- f I I 11TARS tI/1+ jyiCiA+ILttFI A S DESIGN PRl:SSi1RE RATING (p s f) AND CORRESPONDING i ALTERNATIVE 1 ALTER ATIVE 2 PRpED cefrs,ETE R (Mi RE sL D r�lp}ill�4�Is1 PANEL LENGTH '°L" SC�EDtt „Je' f m w REatR�D I r " s I I c ^ i TTt 9 +L ^ GSrATF� FTOR Lflcr sa€Er cr DAFi,9 t I to O 2 t/T O.C. iLmcla ttw� :� tI ` r'k 4, / / 1. irw/ s . 1 ,hs TA T! CO _ C# L E E B 1 GCT I g jERNATE L�Ar I r - « Mra PRE"�R.I�YNSM 4 N Tt� 600w I I ON Li'E sAfEn PANEL. Itmmm :? war L 1OD7RDN9O e°�t tOrsr a I I AREA w/HD LffE EsRP`EfY PANELS LOCATION OF UIE (S f1OTE ,BEt.4WjMw _-. .rim..231=a" f.attt3OD APPLY1431E TO Ent = I I i.e wNEWI J /a RED" TRACKS tBE) t a L PEf1 �fFiRN�PBE INSTALLIED MkLOPQNNO sHMl FaRi TO mp TO m TO� €1: TEWMf£� tC_FG Nk(YWgS 71FE sPACrMT FOR RICO yY6OD FtypE a1Mf]Ei0. 743 Ck 195 ra y -- WAQC 51 OONCRmC9S FORon W ,i£7:t IIATrotl SCHEDULE, xtlhYs afnLyc irawM EWE t�s Ors mwrlx,ErE ANCHORS [� MID ID DF Mi0l1NN » EO (SEE SCHEDULE SHEET raj POURED mD,fcr O E A a TRH ,wDE e` N/A 1!/A N/A 6' N/A 6' N/A 8- N/A , (TDPi > $ t$ Tliil WDIA1iFA di 9df71UlE RFDfOCf M!t#idk sr 7ktFLIL 1NiD SP/lO I mad• REmoNeD CONCH ANCm_- OF SS O" -72.0 9' 7' or 9` 8' 9• 9- 9" 9- S' T (BOii� 5 -O" OR LFSS REQUEED SP=m OD t UNO f=QR SMALL OUT SE LMVa i"t� - - HuNIAT6t FOIL EACH Mft'9,mR TWE AT MICHM LEGEND - - SHEET 14) ELEVATION I r N/A N/A N/A -- 8IMAM -"UM W 4 WOW PLATE " N/A 8" N/A Ir N/A t at 2 (TOP) - . WALL MQUI TTNG INSTAL I A ON WALL D FL MOUNTING INSTALLATON � 3/�'=°• +ss� 7zD -D• TD r-a• eam AP_4 t/+- MA v+:WOW PLAIE - � 1 s 1 9" S" 8' 6' 4" 7 1/2` G• 9" 9' 9' : (80TA7M} � T'� opcyH ar ue-mP4P SECTION 1 : 3/B• .. I. - I I - ' SGY.E: 3/8• = t' �tl+- Yar. C,wP r tf +5 .0 -72.0 6" N/A N/A N/A B' - NjA 8' N/A G' _ _ - NIA , a 2 ( i 7`-B` TO a'�a" . R a - 3 3 s s i sAFE1Y 4TgffiL_PAvEE cvcsFJ1 Ayt�Tu = s• 4' y' a• 9' a' a- 6` a` 1s y (reT�t) +PosED€ M5 a 3 2 3 3 - -- , em* a.D 3 3 3 1/2 , 1A7 + $ maaL ALTO=RNATI 3 to LYE 4 t. LICE SAFELY STORM PANEL CAN BE LOCATED AS AN END PANEL (FOOT tfi LAST PANEL) 1 Tt 'AT iNIFR10R PN,LiS. $ fALARNATE LOCATION _ � t 4 ! t t,/'z•. OR AS A71 RN1EFtlDR PATtSI.. (ANY PANEL LDG4TlON P( PANN35j• - APaOr. Etx F '" v PAD 9ORF3tl3 • TI O.C. W LSE SAFETY PANELS MAY -R MAY AN BE INSTALLED TO PAR PANELS NOTE ,) t3 ii45rt� Ftevtw rNt A' Ht7'tT i Yf,C c❑ r 3 t!2" « , 1 .3i - - - / LIFE Wf0 REGULAR NR TRACKS"j - I jMYa THREADED PFRL7RAFgX DR aeO B--7- aRrl, ASA I t • sAR Illw FROM TDP OF Al1YQ 5 ( * 3' tr. FIERI ,DP DF MNBLEt rD a t w:sfa• Lmfla ass W/ STEEL STORM PNtld AS - - 1r-2D PA ss Ms, E e^ am 9 O PA11EL � 14a t.aa I 1.46 .5a / 'm-2D PMEI7KTE FTILV.E la Ott CtRfSET'a OF O.ti39 V • tit g., SL 1m tmm PANELI,ATE PLLL6 0 5 bC W , 1J2 Min SCAt@ 2 LIFE THIS SATIETY PANEL GAL- VOW" - L_EN4Ttt { SHEET 2 OF MAW, SCALE 3/32 "", Pa�nstlra � PER00 �N..L RSELF TO BE REMMED OR 11WWALLM FROM THE INSIDE OF IIIOF T1 ---. --.. THI�OED 1�EnMarKsli'fd w [.'OtACAQE `,. PLATE NOTE : SHlt1"!qtl TtiAY%YS NOT SHOW FOR C717ttY 1 STRUCTURE. P NFL TOP TRADES m 81 A B017DI1 TRACK TO y +4" -61.5 3" 3' + 1/2' 4 t 2" 2 (0,011TOW 7'` OR LESS'VI ALIT- ,M NG INSTALLATION LIFE( As PER SHEET 2 OF THIS DRAMOIC, �1a ff/! +526 -s6A 3" . 3• 4" 4" 2 'r- r OR LESS �. ALTER ! II►E 1 W CCOOMPONF0IT' W77CCCrr 13E r6FAL-m WALL OR ROOR MOUNTED FOLLOWIM SECTIONS , g 4-t, �(r, FLORIDA BUILDING CODE h YeiecT HUrrtc+Dno Zone .{.;�fi.D -720 2 t/2' 2 t/2" ;' 3 1/2' 2 (BeTT:m'� _ "}, 2 THIS . AS WELL AS DEIAI S t & 2 ON �SHMT 14, .rrr.r:,, .. FLORIDA - F.RL. +SSA -726 2 1/2" 2 1/2' NJA M/A 2 {BOTTOM) 7°--e TO W-O` �� - - Tai LDGNG C4DE {lpgh Yteloat� ItAfrtm ne Zona 3!E" •�cane Z:arrS s �•= eaorr 1f t 20 (TALE 6ALYANIZED SiEEt STiDMi PAtOiL DwaRf m 0 720 N/A N/A 3" 3' 2 (BKi3TOM) r-s• TD 8 8• = >f :." r} `x- oaora 1fgOa W. 2D IGALYANW STEEL STORM PANEL - � � eatTs tams R c STORM PANEL • a } � '« FLORIDAFIARIDA BUILDING CODE { r _ rr.Feica rju- 1rGn LENGTH FOR CO►�ONEAJT , - 1 ,iRmi4,ta��jj- CeAG F.Rr- 20 GAGE 6ALYANTiED STEEL ItRIIW Prc f+mt ANCHGw, SPAI7NG FtXi co�iPDrENT®ANCHORAGE AT BOTTOM IS dvEbf 1xf a IVO. QQ f z v+e t515 - s at/taJts - SCHED4lLES , l! 2. SHEET 14. GLOBAL PROTECTION PRODUCTS, LM PAM - _ - _ = COMPOINIENTl�MAY BE PERMARM OR REMOVAEgE.40 LQI3AL. PROTECTION PRODUCTS, LLC ,�, ` • I L E C O IMC. IaD S.N. St � i IL E C O q(1.•_ ,. +SSA -7ZO ARE OILY vAKrr FOR I rant A.S.D. D1947f LorDs w w - - o5/m. ,� SEE L TAiS FDFF R4TALLATION INTO tfroOD FRAME ! '-ILDaf />AI SHFiT t5. •.. '., P DRAE. R. Sit,+ ; �tlI FFLO.N +ss.s. -720 Nat ANo PUREE'S LENGTH LP Ta, 8'�`- ZTLIEC0,14c. PROTECTION PRODUCTS, LLC. P>aas; �`w :` a atilt si aNt aavmmc to .urw FRmll@ (5s+kem mk F mC (liEc eft-aw 15-021 +yrt'"Dri j ; *' • y. rluaf t nl.rE 1 -0 1 R; � *7 `" •Tr`ry1 : u wE. ,14 Skt,+ rk SEE SHEET 4 FLOE DETAK,. APPLICABLE TO THE NECESSITY FOR T}Ig INSTALLATION i n'., •� Pa9 m-tmr o rar sss r .ro.. �'AM ,fx I _ a aem +Ra R. s, ar aK aRrasll orlmae6 Al PtiaRY t14M-761e. FYa6 �64jRM-f711 2. PoR 4N. tY *I FNAYE 1S1t45'fRt1CI14N YR1OD 1 ER5 W BE 90U1HERH i t4 tktt7 +k :M. 1oA6 . ,,, .r I/j _ +4 YF" n...'Fae w,-raP. ter. pp ar- - mow• FIB N. 7. N! `etc DE 45V OF ass OR EQUAL. •mayf "'+.et'�P q" • - .M4rwe- 15-OZi SPACERS AT TRACKS INSTALLED ADJALEM AND TO 5I( A%WOOD BANS. _ 44A. OF 29 FN.TF1R ,aE. PE . aat.m + - I�Y�tAB-OpaF77f �sdw war tr *r .artier rr JY P.E A -- rawwrl ra �rosv eee RIPOMS - - om ,3 0► all All+f11,. Rlivw rJ6� M -P•E � .,a+weri • - - r 1+ eF � !i WCHORS (SEE .SECTIONS ON SHEETS I7 ta. 19 d 20) ITV III AI I Iv1Sz r_vv KL w %,vv1%,I[C I L MES LSL1 I€6e t �T1at1M�'ImT1; .v s raves usim.a �ti 1 V •71 Rs�V' r Vrai.rr Virtuevriv •� 3' MAX 3A/17, 4A1,A, 6A/ti, _ �/t7. �/47. 06/1i. 3• M411. -,. . 1' 1Mf. =1,7 7+CY/1i a tMw/70 aewfl9, '7eRr/79 ! asrrl� t" IAR�L 1 4• rAPfblf rUfR#OIL�S 1 4 r PItaA 7� 1 +' +AP I A,HCIWRS 1 4' rAPOON MNCtiQRS _ 1 +` 7"APOOR ANCHORS' _ - e 9• O.C. 0 9° O.C. D.C. 0 9` 0.0, - ¢ 9' t7-C. O 9' O.C. ROOM D.Y.aH 4 } O O O O OR BLOCK CK OR CONCRETE OR BLOCK 9R CONCRETE BLOCK - - FOCI( REQUIRE BLOCK RET O - BLOCIL �tlt - REQUIRED _ - REDUO�D _ RED CONCRE& CONCRETE -. ' K iiEaORrEW - t + � tf'� A - - ,/4 iMx 1/4 � � Pot1Rm (� }�I --[ E I I� I I 1--_!- o t I F� i , • ' i a E.D.l ( I I I F..ioo 1 1 M I f F..D• r I 1 , E,O. 1 r r I (D CONT. T I41 I 1 i, j i t � I 11 I I r 1 t I f 7 4 - 1 [ P I 6 I I 1 Wln "� i i . �' tra I ' rt 1 W, � To 1 i I ,ma, 'SReAW11Ae1 W I I V t t e. m.drrrota TD a I t aEA9e ° aI Im m1yRa5rl 10 ti e m I m vas r I a tie I m I aom : ° '? I- aIAdTAAa m I I r aat�� t I m k sa+ebDE ra i �.. �... - - _ - Y• TN,R $>9 i MT I i IrYi E'TI,#.6 r i. I - E)tiSTil fNCEt 1W o sea' si I ; I4 A rwr. I mEe1 rary i i I 1 F i 78 �y f r SS i 1 1 r 'E cu 9tIN0 dUr' R aN [ (SEE 5C11EGULi7 =slI i G€ASS L..... I i z I i QCLASS I----- t °ice s f { ` 0 1 1 / I Ivj;- i I F , Fr r 1 7/ -t- 1 W P >iJ i/ lad' Bit I t 1.{ t/t aotr` 1 F I e I` u€. +r/ T x I ° Si 1 I i N.& ti5. N- _ WO larr e I r - DART E Nui o prm t i trtemm o- ® r r 9 3A/f7. tA/17. mF1/tOA lRlr if l6Y t ttof 1T. '18f17. S111A V - A11CHM (SEE SECTONS ON "wxm ,7. Ia. 1D & 2O r i 1 1 i I I i I I t MAX31 . ewFfree 7Aar/ss tt LuwJaa E �w/1a taFr®r IEw/sm , t I i i I I I 1` MAN. AYE 3/tm••1"" t/ - E.O.'► 1 ED.# 0 a 17,,,,E i- i aJe}li• 1�. 4-..w e - I 1 :_ 1 -_. /d`yht3/.,52` YOJO NUT WASHER . 3r wm NUT WASP r 1 c p.L tatiLaP-, wdlrYO y � yVfti' ,/2` , 4`fe»2tNt314"S.s. M.S. W/ ,/�. , e"s-aar3/4"s.s, M s. w/ , O t$ 9/2 0.C. ( ) /6.4 x DART• wvO+O MtY WASHER /sue 10 a SHUT WASHER to 3f32- #Atic 1.C- - aRlr wA 3LDE ? 1 4` TAPCDN ANCHORS at8 ,/4- /SPIV WUdTE Pills w/ W 1/2' O.C. T 4` OON U EII 1 4' TMtCON AAA 1 4 TAPCNI ANCHORS - / : _ 4 t/4. O.C. 0 4 1/i• O,4- O 4, Y O.C. O 4 1/2. O.G ATE Roou cvNCRE,� ,�. LtR �,€ If.OfF; cu (SA W/ S} ` ` �RFD WP�E W/ STUO) RECa SCALE 31t4Wi1• OR CONCREIIE lD2, RE4UD iD - MAxII�IIM A S IO DESIGN PRESSURE RATING` R m.f.) AND WALL IdOUNTING WSM IeTtM WALL IIOUNTRiia It T 1'��0]EF[17NG IFI_�Au_r17�1 WA��I i3EG INSTALLATION ,��L1.I„_iIOL�ITiI� Ir��al.s.ATI>�N SEMN As p , 5d crlc I_ ,t a # °� SECTION 3T3 '�' el! LIFE SAF`f1"Y PANEL -`��' CORRESPONDING MMIMUM PANEL LEHQM L SCH t LIFE SAE ET]t Pie lR-REGL LAR P - Owl t ip' SCALE 3/8*.1. sCJL:E 3%8`�3" SidILE 3/F3" f.' � 3/`a`=t' SCAB 3/8"-•1" SCALE 3/5'-1' -. LLI ,/4•m 1!4 �%j PLUS a� SE€ m7 t9 h 2O FOR mum TYPE da AMA 7w� WPmC,i r1aeLYRi a\LLttL4, IR Q .T` ,.. "°•,., FLO IDA BUILDINtd CODE N h Wtmmt mW4U trine Zama} FOR tOTAL1ATg71S mm rom � ANa1lDR t 4nI ° Q� /{: err FLORWA BUILI7(HG CODE Hl h YikD HDATNmano Lo1re 3 3 +an'� .....,. s Z mactm woulum 2O GALE GALVANIZED STEEL STM PANEL. DwAwmr: I onvm UK"� ro R SF"m a1� t«oame� �} s 3 P :r �14I`.' � swarm RtrLm Mc ZiI GAi3E CAIYANIYED STEEL STtRTII PANEL " FOR EA, LPSS TFm RNDICA,TD ON fLD.11Ne, Caew P:e3 3 3 1 Z . _ „�.ea,llee. - osJga{v4 - i ANCHOR 37AGNNG EY .. ',» a IttMa v5/IWI Om i - PROTECTION PRODUCTS. LLI�. Yllta sPA€waa 91DtflO aN sctRDu1 E ACR L FA 4+ooa cam) IS CIDR �O PAL /► /r� GLOBAL PRO IECTION PRODUCTS, LLC. Daft Q IL E C O IMG, -- - t!Y Im t�91.t9fmNC PAGTDRS, FOR T1mS ale ■■L E "1rF' V twc. GLOBAL c�' s 48M S.V. 51 S 4Et TO Be PQSM E, m mum I T• r 7 +SDI E 31 s,RPsr '9'•, / , rY.err rG4TRrs a [r r tYa� Fa. 3sa1+ 15-021 � 6FD.Fn LO NO FACTOR SeaLL NOT a I - - e+� / ', dR1R'. It. 3D1+ 7 J ' III€ifh ,.' atA n. a aeL rR aarr a:+au. T+n (ss*teec �aFs F Lc (n,Oaee as q ears. a. fit/ !era OI-1RI0 , ti, r �t-I r u Na NIE LDS 1HAN WwdN SPACHO Dp4CATED t5 `!± Arh ;f. .1e11� P1NrE: (9S+)Ma"74+4 r.1Y; {9W)0�-T7A 1 - ,,00 ,.mA � �'". D i :'Q` °p.q`a�' DRwraa rl- d I , gLTfR t .a'rm - - , s AR7 st of - - y +&er - fD-OOO�P>7 _ .de ww to sramr FOR EACH A140MR TYPE ON THIS SCHEXIUE a 'I 1Ep ak° P,E s tie +r an 3 - - gift I!aF 24 .. ., r+ E.,�.. MAOLfMUM ALS.CO. A#t�.. PANEL LENGTH �.iai ,••"• •••., c/ FLORIDA BUiL.DINI1 CODE {1R Ia VeeVu.l H11FaimanC. zmns DESIGN PRESSURE L (ft.) MOlNIMUM SEPARATION PANG. • RATING {P.S.f.) (SLOE SECTIONS) TO GLASS CONDITION rctna 2D GAGE tiW.VAMI2ED SIEEG. STO�1 PANEL Nmwit Prc --_. - �. '� _-•••••-•�,.. �/1 ai15 +55,0, -72A 8'--8" 2 3/4' UNBOLTED /1► ]r� PROTECTION P CTSF LLC M,C I L E G O I M C. ,CIAO 5.,E S, S1IY'AT �` 1fiAt resteAlA r �" R- �+ 15--021 �, .XI4 aw sr % a� rase+€ c.a94 R .IarM PIIONC (-gym. FAit: i>s�><r :• O � 'tAi - IA . .. L0 O191L� A AA" tX- - _ ! r ART It W m S H -. SAE StPlE7 19 t Zd FOR AIfCtIdPO CUFF • SFWmItiG FOR irSTNLIAaMIfS INTO NOCD ARAINE mLFkDINm. mr� U�vIFw'E ARE lM�ilmhTEID�mR SCHEDULE 1t,Ft QED. LESS TFYaf t Oi. st:lmuLE PmwE AAKaIt.'R sr>A ttr iRR.TF'LYRAm SPJVpN6 SHmKpt 4�i '. $! T1� FDLLmNFiF' FACTORS- FOR OFFAiUR,N ro GE ,+�oesefE, iAkLUCm 5P/4d1iO 4BTAMNED U9MG FACTOR StMi1 NOT BE l€SS Tt6W ARNRNIM SPACING ER]ICAiED F� Fl�tN ArYJOOR TYPE DM i,AS SCFNLItLILE � 1t1tE 7!4•lt 'li�l MLa A'A�m Lkt 3 «� I�%sth, p"16 3 GRwa Mr abdl Qtr1 3 AtSlfll. ILA fOiSwE DIC/41CP� FACRSR i 9!'1 � sAv HEADER 1U Vo TAPOON 0 a` O.C. t 7 " !_q!. TIIRIWEU AT WOOD I a I "r i 'yam 1 a I EXISTING TO QL*9$S I r 5 1 7 r L GLASS - sarml2E e PANEL LENGTH OWN gw 14) (SEE NOTE 1 DECO) I 7 t f SS. MS. W/ TAPOON 0 6' 0. tHREAD :A AT WOOD L LE TE 1 =t CONT. P x 3/34' WING NUT 'A x 3/32' WIND W1ASM 0 12 1/2' O.C. NUT WASHER(Bemo) .i 1 40 TAPOON q 6' O.C. yr.. . a 4'A UPCO N 0 6' C w/ STUD)(STAGGERED W/ STUD) TH FAAOED W 1 1/2- NIA, THREA ' . FEEETRATNRN AT MIDMD1H - PENETRATION AT INiD1YI _.. OF PLATE OF PLATE 'u4' IYOEDD 1� - _ " WOOD PLATE TaPGklll?£D A RNATW AT1VE t�IIW ALTE �BEGNUU l�..L'�NlK A UEE U'ETY PANFj SrAL£ 31r_1" SCALE 3/8"<1" L INSTALLATIONS ARE ONLY VALID FOR SUIEUCNINGSWITH ASA DESIGN LOADS UP TO #-Sb.3, -72.0 FSF• MIND PANEL`S U N78['GH UP TO 61-W. 2. FDIC NEN vMW FRAME OCk KTION: WOOD MEMBERS TO BE SOUTHERN -..PIRE NO. 2, W/ Sim DENSITY OF 0,55 OR EOUAE_ r EDGE yEMMIED TrP. TAIL A caw IpL• TIIDK\ cALYArN7,T,1D satEL Asof A-m 7Ni40E 60 MHum G-W GALV, 48 & (� MRN PANS R LINI'SE, CORER 0 ADDS OF 'PANELS END LIP W/ HEMMED EDGE, (N,T.S`) g! Na � ALUM, All 1 ,05'3" (w) ,75D" C ME BAR 11" LONG 6063-I5 Alum ALLOY A 4D... Amu TO +•"A -7&S XP OR LESS 2 9/16" BOLTED • 1'. Y. X. I'll. +SOLI, -733 70r ON IFMS 2 7/8' EiDtTii) • / , 4"N-2p o-il PANELA, WAWA AT GYMAP R OW OF IMP" LtIO 7n A4Rreoi • r MED k GE OVAL W/ ANi 7 ERNATNE Z f e_ LIFE 4 AEM PANEL SCALE 3/B"-1" FLORIDA BUILDING CODE (High velodty Nu one Zone es ara rs 2ee `■ /. r_ -- i L E 1 wC. 20 O&vmuW SM $TOM PANEL cnu ift NI;1. ' l44- PROTECTit)N PRE, Haar Aar. 51 STRAIT DeME R 31:74 7x>al (iaA}ta-r,Y+a fax:00 (a aalaei-alsa DAM 15-021 IIIllallla floc TAAff ttat axis ate, a. ,+ra��q a rir A" r ryiy aTr-XIL11 rmr0Ai>vrttk PE mwt .IR a. r tl7r�. an[ _ * " - afacT 1N a 2a 10MRSEI') "FL'lam Hn IL• 3.1 W ( IasueL • 1 E/4 1YDE 6061 TO Alum. ALLOY .125" 2X V - _.. ' mm 2" ' 1ctx AWM, ANGLE ei A +7 _ I.iAi •1 i + .i .0 :NOTE i . c ai �. ` � l •.. ... - __ `.i.- - 1 �_-.-. a. -cyi �... 1. "Tilow- - 7waMu2A A HDRq NPWgNG RA IL B. _ S-1/1" « AW OOMOWAMP OF TNIM REL 1L9�RH LEMIRMADMC (N-4 17wom CAIX-II FNNELla11E Psox 0 F PUTS 10 CMDRETE CM`N 10 =11=E eIAII( TO "Nomm 70 s.OaG TO CONCRETE 170 - 0, -75,3 12" N/A 12" N/A 12" N/A :2' X/A V tM 2° Crop) 70` OR LESS 11" 3"* 1Q" 3" 5" 4' S. 4" 1`ZON + 12" 3' 12" 5' e' Ir 8" Ni rm 1° 80 00 N/A N/A N/A N/A N/A N/A 12 1/2' 11" 2' ) . 7• N/A N) 1/2" N/A 4 1/2" N/A 4 1/2" WA 3° (mp) 12" WA 12' N/A 9 1/2" N/A 9 1/2' N/A s (BQTTCI) 12" WA le N/A in' N/A 12" N/A 4° (TOP) 12" $ 1/2' 12' Tt" 12" 11' 4' (BOTTOM) q LWW TO SLO µad, A.S,D. DESIGN PRESWRE RATNC' e SM 7 26 FOR Ali TICK A Sly FOR MIAL JtD M NRO WOW FRAME Blteam M04MNIA A"*M 9rlpIGS AND MINIMUM tW OWA i€y: AWE NOG,IED am TR6 SCHIE A FOR ED. um TWIN 1 GN SCN13I UE REDUCE SpAms BY LMI-TP wo GN SCHEME W THE NDLLAIM 7VLQFS FOR TM OPERAPPON 10 Armo WINNOW LINO NOW SNALL NOT BE EEM THM EACH A6ICNHOR TYRE AT ANCHORS UrM _ IANCHOR TYPE i9e. Naha'! Aii. 3 a 3 21,2 caat 3 3 3 3 (Ta.04.3 DaAeale 8ket {� 3 3 ,R 3 1R + Aglail. EIi (13LGE OIOBNNCF�N _---.. FACTOR I I 2 11r AD Y ,,a0 - 'ijbo A3 3 i - IAO - fA0 1 I I .I" REQUIRES Max OP-Wa BEAVEEN BOTTOM OF PANEL I AND 70 BE: 1/2" Max. 1 1 I >f + RMI ISI Mmr. DISMAINCE BETWEEN BOTTOM OF PANEL R AND N2 TO BE' 3/1e', MDx. ftlXA &ULDAATG CODE B i - ►•1TA k i 114-10 0 6 1/4 MIN, 7HR AT MIIWM MfAu m9umm A ERNAM 8AW 2 RMLAR PANEL SCALE 318'-t" I. INSTALLATIONS ARE ONLY' VALID FOR BUILDINGS WITH AS 0. DESIGN LOADS UP TO +55-5. -72.0 Nam' AND Am"u"S L.E7e= UP TO V-81, 2. FOR NEW WOOD FRAME CONSIRUCRON: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECtf1C DENSITY OF D.55 OR EQUAL 3/4 21 1'/24 PON WOW ScRew- 4'/2j444 At 0 11/0 @ 1� �( Nam a amW) iE3m Sa[A a SHEET 206 AT P WOOD REOUIR iz iI1 . 7I i : lli.i kr s 2'/24#11- V/24 (SEE NOTE I BELLOW) NOTE a 3' I' hum EM Or ,4"7 SAILS 0mmmmain mm...111.ufaaaf.w��m.e:��ee.�. u 1111 1 1rI t 11111 1 L 1 1 H E 1 11 I I 1 111 1 I I 11 1 11I I .dam ( _ L' .0X w • •I I I I fill" (TIP,) SEE NOTE 4 - NONE 3. J - (AL1E1iNA1E LOCA7iTNi ACT BPD RAVELS) I FOR CGCAiTE .WNGa1aRSi 56E maySam SCREW-, MR 1 $mTON 1AAY 9E 7 1/2' AT�?RC 1�' INn. NOES 3 SEcma Na2I 2C �I 3W CAR W/I@. [ J 'A --.. IS:RN5FAL: AT EACHHAM[YE is Y -,T PANEL-.__ _ j YO 6E M45TALL® AT'EACH ��19RA�TE•�71017 LAST RAti£L, Q iC crP€NONc 9Nht1 ,u.Ws1Ys BE FROVIDED w flN FAR 1000 Tt3� a wstam 1c a wsrA Lm FIY TYPICAL ELEVATION FOR SE Im 2000 I HANDLE TO FACILITATE I IXIA IF INTENDED TO BE INSTALLED FROM ,RIES � 7 AN , 5IM P J= of STII7CIitRE -7. i" I C 'SRaJmuRE. SC'VE 3/w +. 1' r7/4' MML GIP - 7 7/4' OAP. - 4/4" uo.. CAP - 1/4- Now G#'-I __- QS W/ DR ,T/G SECTION SECTION A -A NR7E5 :SCALE 313r • ,' SCALE 3/AJIZ' . 1'- (1), DEFINITIOR OF BE= 1(1O0° E - Z HANG STORM PANEL. SYSTEM coNS 51 NG OF PANEL + 0711. TRAM AT TOP & PAND.MATE PLUS OR 16' LONG MEEII (1}, AM - E - Z NSTORM PANEL SYSTEM NG OF PANEL + ConL TRACKS TOP & BOTTOM, 2N, AT BOTTOM W/ PANELUN4TIa. (2). END PANELS SHALL ALWAYS BE- CONNECTED TO SILL. WALL BY MEWS OF (2). PANES SHNl ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR 8 SHALL PROVIDED AT TOP OF SIM PANELS. PAiEC1l+ATES OR. G' USED Y w/ ,T:' L YXIS RAC}(u 60TTOM, END PANELS SITA.L .CONNECTED TO W/ 1/4'i-�Ox3 4 S. W/ 7 32' WING NUT OR NjJ4'P 20x3 Min-wl IN70 TAPPED/?(aEPT AS (3). ;END ;S ARE C ONNF-CTW �32" BOTTOM NUT COMCCTI 4 MTAL CONSIST OF / J INTO TAPPED BOTTOM TRACK, LOCATION OF FASTENERS MAY BAT EITHER OF DESC`RTRED ON WTE (3) 9ELOWj. (3). FOR CASES WHEN END PAIL. ARE USE JOINTLY W/ 15' LONG is (2j AT BUT END PANELS ARE NOT CONNECTED TO BOTTOM TEiALCK 2 , A 5iOP BAR EXTERIOR FLAT FLANGES OF ETD PAST_ $)SHALL BE PROVIDED AT TOP OF SUCH PAbo s. (4). IN CASE THAT RD PANELS ARE NOT TO BOTTOM TRACK (,.& A STOP BAR FT INSTALLAT WHEN END PANES AND SOME INTERIOR PANELS .ARE DIRECTLY IS ONLY USED AT TOPpy AT LEAST TWO PANELS SHALL CONNECTED TO BOTTOM TRACK USING SPECS ROCA. ON NOTE ('�) AtDCIE� IN SUCH CASL CONNECTION Of PANM .(4). TO FISTING SILL WALL MEANS OF PANE LMATES, ONE INTERIOR PANEL M4Y BE USW jowrLYF BOTTOM Amam ®OT'TOM TRACK TG WALL TRACK BOTTOM 13{ MAY OCCUR AT ANY PANEL LOCATION. (5). SEE SECTION 1% 3' & 4' ON SHIFT 24. SEE ANCHOR SCHEDULE ON S#Er 25- S= w/ TWO PAI1E136iTE5 SHOWN ON E1.EVATiON AND w/ &3 1� NOT IUD TO BE DISTANCE.Mim EDGE Tn 2 WEANS. IRACIC YS I:SiAi i c7s CEW PANELS LEFT & RIGHT SIDE Of! PANEL) NAVE _ R€TAINEro BY 2 . f1OR'ADA &LANIAi14G COAAE Mob VelocIPAX Hurdtalm asDas rirmal LAIN 'm"aa`OP- w/ T7I,FJCED PENUR AT0N w= f'r77 12' ac. IL 114.1SACS. r--a FA,. EM OF $7 (SM DETAIL 1/24 Nw f fArw --. N P_ i T e Et�C1'�gsOY£RIAP M " � N6r�.�s-20wSj+' ae,a F3 1 4'hiiie3/, WS. W/ 1/6"Ax3/11 iMAA 4/ x" O.C. 7/4"k CaVT 'SOWAS a a` O.O. W ks (1T ± 1 ILga, 'rwIrpo 0 miuwm AT OR OR EDX re END " CIF PLATE RUILD IN11 B ATE ALTERNATIVE 4.e1 SCAB E/4 *,1' FLORIDA BUILDING CODE (Wgh Ve1od11y Hu one Zone 20 GAGE GALVANIM SM STORM PANEL FAL GUI0a/7x/as BAL PR(1TI cwN PRODUCT'S, LLC" Mw LINTY F 61 )- F+iaEll i7aa F tW)"-am 15-02f 1W.1wNrrr Nei afiAM1EN Na eu Ines: • SNEET 240E 24 B.7) MINIMUM TAPOON ANCHORS AND PAEEi.MATE FEMALE O & RAAELAEAi'E� PLUS INTO CONCRETE 1. E-Z HAND STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.i.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN BE 1 1f4`. BLOCK HALF.. BE I 11 A CE WITH THE RN4 EDITION OF T4� FLORIDA BUILDING CODE. DESIGN WIND LOAM SHALL BE OETERMIGED AS PER SECTION a82DOF THE ABOVE MENTIONED CODE, B.x) WMNIAUII DABEDMENT' OF Ilea x 7/8'" CALJf-IN. AF�ICGIORS SFW.t- IS 7/8 INTO CONCHk"TE. EMBEDMENT NO EMBEDMENT INTO ANY Fink i YAi£RIAJ. SfiAi DE F'£RMDi - FOR A WIND SPEED AS REQUIRED IN THE JURISOCTION WHERE THIS SHUT ERS WILL 6E INVyTALLES AND FOR A FACTOR Kdc0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDO 2014 FDC M40 SHALL 1/4" 0-20 SS SIDEWALK DOM USED SHALL WLONG ENOUGH(%IOULD ANY FINISH MA7E'TaAI. DUST) TO � NOT EXCEED' THE 1WXEMU M (K&D.) DEIGN pFzsstg& RSiTYNGS NONRATED ON SHEETS 25 & 26. - ENGAGE 3/4" INTO ANCHORS. IN ORDER TO VERIEIF THE ABOUT: CONDRICN. ULTIMATE DESIGN WHO LOADS DETERMINED PER A'SCE 7-10 SWILL BE FIRST REED TO &S.D.. DESIGN EHD LOADS BY MUL11PLYM THEM BY 0.6 IN ORDER TO S WALL, B,3) IN CASE THAT PRECAST 'S34N£ OR ice' CONCRETE PANELS 8E FOUND ON "THE PANELS, ANCHORS SHALL BE LONG ENOUGH TO MACH TINE MAN STRUCTLI E BEHIND SLI:H PANELS. ANCHORAGE GLARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATET&S INDICATED ON SHExiS 25 & 26. SHALL BE AS MENTIONED Ii 8,1) AND iN &2 IN ORDER TO VEf y THAT COMPONENTS A O ANCHORS ON THIS •P.E.D. AS 'TESTED. VIEW NOT OVER SIRS. A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS lI M USED IN THEIR ANCYSIS, FAST84M SPACING TD WOOD HAS BEEN (C) A7Ci M SHALL BE. INSTALLED FOLLOWING AL OF THE RECOMACEt"TONS AND SPECIFICATIONS OF THE ANCHOR'S DETEEIMNIED IN ACCORDANCE WRN ND,S, 2012.MANUFACTUROL STORM px*L`S A E A)Y, FOR IMPACT AND FATIGUE RESISTANCE. HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF 11. TT SHALL BE THE R€SPOAIST €.flN OF TIE CON[RACTIXi TO VEWY 'FIE 'SOUND TE1E STRtCTiIIE WFEiE SHUTTER THE ABOVE MENI1CitE1) CODE AS PER FENESTRATION TESTING LABORATORY. LNG. Rf OFTT f 2632, AS PROTOCOLS TAS-201. IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS,SHUI7ER SHALL ORLY BE ATTACHED TO CONCRETE. BLOCK TAS-202 AND TA^r�3. OR WOOD FRAME RUI.IXNGS. 2. TITIS SYSTEM ACAS BEEN OES�lEA TO NNE INSTALJ.ED ON 'LINE'. OUTSIDE OF TIf OPENNING AGCESSdNG TFIE ORENTNG FROM THE [ASIDE W/O THE USE OF A LADDER OR UFT: THIS APPLICATION IS VALID WHEN INSTALLATION IS iN1TaI•K:D TD LE PERFORMED 12. THE INSTALLATION LK ALL SHUT ER COMPONENT EDGES WHICH REMAIN IN CONERNU®US FULL FROM THE INS OF STRUCTURE -CONTACT WITH THE 13UI-DING TD PREVENr�WND/RANN INTRUSION, CAULK AND SEAL SHUTTER TRACKS ALL AROUND LE H=. 3. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION iS EEOIIRFO To. BE 13. S70M PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS OROANG PLUS ANY BUILDING AND ZONING Piro FROM THE INSIDE OF STRUCRITE. RE"ATTONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 4. Sf 2000 INSTALLATION IS APPLICABLE TO SINGLE AIA DOUBLE HUNG AND HORIZONTAL SUDERS STYLE WINDOWS WHEN 14- AMU WINDOWS AND DOORS, E - Z STOP PANEL SYSTEM' 15 PATENT PE7iiINRA= INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE - S. ALL ALUMINUM E7MJSTCWS TO LE 6063-Te ALLOY AND TEMPUL (LINLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT ED.) PREPARED BY THIS ENGINEER a GENERIC Ate DOES NOT PROVIDE INFORMAT04 FOR A SITE SPECIFIC E.CT. i.e- vdiERE THE SITE CONDITIONS DEVIATE FROM 17-E P.E.D. 6. ALL ALUMINUM SHOT METAL USED AT CLOSURES SHALL HAVE 3105-H1+E ALLOY.FOR HIS FzE SAFETY OF THE SEILECTION, PURCHASE AND W91ATION Mumm (5) CONTRACTOR SdRLACiUPAL OUAUIY SINE[.. ASTIN A -B53 GRACE SD Min.. GALVANIZED STEr_C, 7. ALL STEEL SHEER META.. PANELS SHALLERR THIS PROOUCT� BASED .EA, 'PROVIDED HE/SHE DOES NOT DE.'WT'E FROM THE CONDITIONS DERAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S FIESPONSIBI111'. LE DESIGNATION W/Fy. 66.E E®1 (AF`TER ftOIJFD). 8, AL SCREWS TO DE STAINLESS STED•].. 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON (e) THIS PRODUCT EVALUATION DOCUMENT WALL BE CONSIDERED INVALID IF MODIFIED, SO01B W/ 50 ImT YCELD STRENGTH AND BO k, TENSti STRENGTH & SHAIi COMPLY w/ F7,DRI)A BUILDING CODE SECTION 2411,3,34. (d) SITE SPECIIC PROJECTS SHALL BE PC'EPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITUT WHICH WILL 9. BOLTS TO BE ASTIR A-307 (.'ALVANIYED 5ii}i, OR AN3O4 SERIES STAINLESS STEEL. WITH 36 kaN MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD LOA) FOR THE PROJECT AND WHO WALL !.E ALE FOR THE PROPER USE OF THE PLED. ENGINE OF RECORDACTING AS A DELEGATED EKITNEER TO THE P-M EHC;INEEt, SHALLtO. ANCHORS TO WALL SHALL. BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPEC DRAWINGS FOR REVIEW, (A) m EJO 1millm bDl ETF''. (a) THIS P,F..D. SHAT.L MR THE DATE AND ORIGINAL SEAL AND SO4kI`URE OF THE PlOF'ES90M ENGINEER OF - 1/4'N TAPCC N ANC1iCYRS AS MANWFACTUED BY LT.w. BCILDDC. INC. (MINI f'c- 194 P.s•t•) RECORD 'THAT PREPARED IT: - 1/4" N x 7/8" CAL.K-M NNCCDRS, AS MANUFACTURED BY POWERS FASTENERS INC. (MEN. Yo.3000 P,s,i.) - 114-10 PNE1,Ml5i6 FEMALE m & PAEIMATE PLUS ANCHORS. As M,NuFAcrwm BY am cmwitUCf1ON PRODUCTS, 16, STORM PANEL WINUFACTIAtM LIABLE SHALL BE LOCATED ON A READILY VISIBLE UXAT)ON AT STORM PANEL IN ACCORON40E YATt'1 SECTION 1/10.&3 OF FLORIDA SJNUDVNO CODE, ONE LABEL SHALL BE PLACED FOR EVERY OPENING. (f-a=335O CLAN.) - CABt=L.NG TO �i1PLY YMH SEC:TNON 171r1,R.2 OF THE FLORIDA BCEELD9RN3 CODE. - A.1) MINIMUM EMBEDMENT OF 1•APCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2" FOR PANELMATE FEMALE ID & PAEUdATE PLUS. ''... - A2) MINIMUM EMBEDMENT OF 1/4"0, X 7/8' CALK -IN ANCHORS SHALL BE 15 7/8' INTO CONCRETE, NO F.MBEOMEINT INTO ANY FINISH MATERM* SHALL BE PERAIRTEEI, 1/4" d-20 SS SIDEWALK BCN.T^a USED SHALL BE LONG EWOUGH(SHODU) ANY FINISH MOVERVL DO'M TO ENGAGE 3/4" . INTO ANCHORS. A,3) IN CASE THAT PRECAST STD PRECAST CONCRETE PANELS. CBI PAYERS BE FOUND CAN THE EXSTIKI WAIL M FLOOR, ANCHORS SHALL LE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL , BE AS MENHNED IN 0,1) AND IN K2). (B} T70 EXISTING I mmn BLOM WAIL fLN7RJDA $UACDANG CGIV6 (9* V4N7acA A#s7rrlsons .LoN.• -. BY L•Lw. MANX. INC. - 1/4' 4' TAPCCNN ANCHORS AS ANAIAIFAC'il�$Xi X 7/tr CALTCE ANCHORS. MANUFACTURED BY POWERS FASTENERS TIC. (i'm-1500 P.e.L) / $ K ``{�` v �^ ', y� s&Ms •7-2m m E-Z HANG STORM PANM SYSTE1i � CAfa -.. aRO. 1 FAIL fINANIi Be. -- 7/4-10 - TE PLUS ANCHORS, AS MANUFACTURED' BY ELCO OW �Y /---� PRODUCTS (N`1'ri=2071 p,a.E.} � f 6 a• D"„r \ ATRIUkNt WINfOWS AND �$� MAC. ► ;. I.0 � 0i i iiI �J� !i✓Fi 7L:,L # 9 IM 1 T f WMM .VrDWA.sa/ %f;1 NaaE , B6+awj aN E / Z WALL MOUNTING iNST_ SCAAi.E 3/a.11, 0*33 t L DETAIL 1 SrxE: 1/2' - 1' N4154 . SALL ORe7 ixi sr, i s �� _ r -TLINGlim"Na �..iigwILp-pJTkm SECTION _ 3' Lv.. SCALE 3/6m7" SCALE 3�I,"1" v N N W N U 0 (3)O co .0) U (1) O O LE? O 0 O LL U O cu Q cu ^' (n O co _C O Q� 0 aSS U cz w 2i Q Z Z Q J a SHEET NO. SH 1.3. �h91� p� � 8R 33R7y ie F: 9 $R1GY 4i. .� - . (C) To 17OS w WDOD (MIT F'x• ANTIN _ . D. R Atka. 1. STORM PANEL 5HOWFM GI4 TFMS PRODUCT 00LU ATXM4 DOCUMENT (PLO•) HAS BEEN VERIFIED FOR COMPLIANCE N ACDOROANCE - 1/4'71 TA UM ANCHOM, : S 1UNUFACTUR€D BY LT<W. B ILDEX INC. WT 4 THE 2N4 (5th EDITION) OF THE FLORIDA MONO CODE, THIS STOFNI PANEL SHAD- NOT BE INSTALLED AT HIGH - {14-10 PANELMATE FEMALE II AND PANELL ATE PLUS ANCHOT , AS MAN ACNIED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY RI ME ZONES (MMMM-DAOE / BiiOIr= COUNTIES). - 1/4'0 LAMS SCREWS N.D.S. DESIGN WINO LOADS SHALL CIETERMUHED AS PER SECTION IWO OF THE ABOVE MENTIONED COM FOR A BASIC WIND - 711VO x 5/3' WIM DSlS•iW. AS DISTRIBUTED BY ALL POINT SCREW, BOLT ,k SPECIALTY CO. SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL .VALL BE INSTALLED, AND FOR A INFO FACTOR' OD•OZ% USING ASOE 7--10 AND SHALL NO DCEED THE MAXIMUM (AS.D.) DEIGN PRESSURE RATINGS INDrATED ON SHEETS C.1) MINIMUM THREADED PENETRATION INTO WOODOF TAF'r&L1M AMCfIiRS SHALL BE 1 IJ2' END 2` FOR E1.00 PAIF].MATE PLUS 3. 9 7HRU 12 E 17, 1a AND PM�iMALE FDAALE 10, IN ORDER TO VERNRY THE ABOVE iGON�EION, ULTIMATE DESIGNNNPm LOADS DETERMINED PER ASCE 7-t0 SHALL. BE FiRST REDUCED TO A-&D.•IICSt'Ga! PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPNtE THESE W/ MAX. (AS.D.) C.2) MINIMUM THREADED PEHETRAT ; OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL. BE 1 1j2". NO TMTEAOED DESIGN PRESSURE RATINGS INDICATED 00 SIHEEI 3, 9 THRU 12 & 17. 18. PMETPAT t INTO 5TUC60 94ALL BE CONSIDEREDAS PART OF THE REDUERED 110WAM Pv4a.Tal. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.(i. AS TLSTE3U WERE NOT OVER STD, A 331 INCREASE IN ALLOWABLE STNffSS FOR WIND LOAM WAS JZM USED N THOR AN&YSIS. FASTENERS SPACING TO WOOD HAS B" DETERMINED IN C.3) MINIMUM EDGE DUANCE OF LAG SCREW& INTO WOOD $HALL BE AS iNDMCMTED IN THIS DRAWLING ACCORDANCE WITH MAS.- 2012 STORM PANELS ADEQILU.Y FOR IMPACT AND WIND RESISTANCE WAS BEEN VEBRFT D IN A.00ORDANCE WITH SECTION 1602.1.2 OF CA) LRIMMUM PawrRAmN OF WOOD BUSHY 944L BE 5J8". 1/4" N-20 SCREWS USED SHALL BE t 112' LONG UNTMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAN OF SOUTH FLORIDA REPORTS fW14.01-01 AND "U12-09, AS SHOULD Snx= Emu, AND i' MINIMUM FOR WALLS WON NO STUCCO' PER SSTD 12.-99 & ASTMM E 330-02 STANDARDS. AND AMERIC7N TESTING LAB SOUTH FLORIDA fREPtiRr j1123.01-14 A$ PER t� AND AS E CALCULATIONS PERFORMED IN SECTION leD+t 1H£ CS) IN CASE THAT PRECAST STONE- OR PRECAST CONCRETE PANELS, MUCCO OR WOOD BOARDS BE FOUND ON THE D3SW FLORIDACODE. WALL• ANCHORS SH O-L BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PAffT.S, WALL. ANCHORAGE SHALL BE AS MENTIONED IN C. 1), $c GA) 2. ALL ALUMINUM DaRUSIOHS TO BE 8063" -T6 ALLOY AND TEMPTER, (UNLESS OTrERWT5E NOTED), SEE ET 2 (D) ANCHORS SHALL BE MTALiED FTJLiOIMIItG ALL OF THE RECOMMENuATIOM AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 3, ALL ALLIMOM SHM METAL USED At CLOSURES SHALL HAVE 310"14 ALL7'.Tf S. PANELS MY ALSO BE INSTALLED HORIZONTALLY FOLLOWING ITIVIALt.ATON DEIFYS SHOWN ON SECTION 1 THROUGH 6 (ITS 4 4, ALL SIM SHEET METAL PANES SHALL HAVE STRUCTURAL QUALM STEEL. ASTM A-853 GRADE 80 MItNtUM, G-60 GALVAIHIZEO THIiOUCEH 6) EXCEPT THAT HEADERS{" *0 SHALL NOT BE USED. _ STEED. DESX ARON W/F'Y- 92,2 kH (AFTER ROLLED). 9. IT SHUIL.L BE THE EESPONSIBILM OF Tiff CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 5 TO BE S. ALL SCREWS TO BE STAMM STEAL 304 OR 316 A51 SERIES OR CORROSION Rfs}SfANT COATED CARBON STEEL AS PER DIMATTACHED 70 INSURE AHD THIS AHTHIS SHUTTER SHALL. ONLY BE ATTACHED TO CONNCRETE• BLOCK OR WOOD FRAME 50016 W/" 50 W'HELD STRENGTH AND 90 W TENSILE STRiNGTH AND STIALL COMPLY W/ Timm BUILDING COPE SECTION 2411.3.3.4. 10. EACH REGULAR SHORN PANEL WITH LENGTHS OVER 90'. AS PER SECTIONS 1. 2 4. 5, 6 AND A.TEIRFIAA11VE5 M. 3W & 4iW ON & BOLT'$ TO BE ASTM A-307 GAIJ ANt2E€i STEEL.. OR ANSI 304 SERIES STAINLESS SiL7].., WITH 36 la6 M 81M1M1 VELD STRENGTH. SHEETS 4. 5. 6 k 7 RESPECITYMY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INST'I�TING OWNER OR TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WAR NINQ. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS,- it. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CWTI UOUS CONTACT WITH TO MOSiE1G - THE BUILDING TO PR£VEhOT WARD/WHIN WRUSION. - t14lo TAPCON AHCHORS AS MoUITURACrAW BY LT.W.. DIAtMr, INC, (Mm fo M22 pa.P.) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INO2GTED PI 7HIS - PLUS ANY MOLDING AND TONING RECOLATONS - 1/4" �A x 71W CALK --UN ANCHORS, AS MANUFACTURED BY POWERS iFASTL7'NERS INC. PROVIDED BY THE JUMSDICTION WHERE PERMIT IS APPLIED TO. ' - 1/4's x 3/4" SOLID -SET ANC140M AS DNSTPoDUTED BY ALL POW SCREW. DOLT & SPECIALTY CO. ATIOUN 13. (a) THE PRODUCT EVALUATION DOCUMENT (PX PREPARED BY THE ENGINEER fS GE14 IC AND DOES NOT PROVIDE INFORMATION - 114-10 PMEILMMATE FEMALE', TO PANFLl1ATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUL`TS, FOR A SITE SPECIFIC PROTECT; T.M. INHERE SITE CONDITIONS DEVIATE FROM THE P.E.D. - -T/Wi IAI.iAC MAILN AWOFiORS. AS MANUFACTURED BY POWERS FASTENERS. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCFASE AND INSTALLATION I4A NG LIFE SAFETY OF THIS PRODUCT Ai} MINIM EMBEDMENT OF TAoCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4": 2` FOR ELCO PANEI.MATE AND BASED ON THIS PSA PRONGED HE/SHE DOES NOT DEVIATE FROM THE CdNMDfl10MS TE.TALED ON THIS DOCUMENT CONSTRICTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY, 1 3/4' MR ZAMMC NAI.1N ANOHDRS, A,2) O UC•-04 & SOLID -SET MOMS SHALL BE DAUM 7/8' INTO T}E POURED CONCRETE NO WO (C) THIS EVALUATION DOCUMENT WILL BE CONSIDEM INV&M IF MODI EM STUCCO SHALL BE PERMITTW. 1/4" e-20 SCAEIWS USW SHN.L. BE 1 1/2" LOG MINIMUM SHOULD STUCCO E OEs. , (d) SITE $PE3CtRC PROJECCs SHALL BE MffPA�D BY A FT.ORIDA RECI3Tm EN61 W OR ARCHITECT WHICH WILL BECOME THE AND 1' MINIMUM FOR WALLS WITH NO SIl)(x0, HAND MAY BE HEADED SCREWS ALL THREADED SCTt S W/0 WAD.ENO,INFER OF RECORD (E.O.R.) FOR THE Pi WM AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH iMiNfi HRtT3, PROPER USE OF THE P.EDC ENGINEER OF lIL`ORD, ACTING AS A ➢EIEGATE1 ENGINEXR TO THE P.E& ENGIE:ER, $HALL SUBMIT TYA THIS NATTER THE SITE WECFIC DRAWINGS FOR ITEM. A.3) N CASE THAT PRECAST SMIL PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOW BMW BE FOUND ON THE DBS'TNG MALL OR FLOOR. ANCHORS SHALL FE LANs; ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PA1EX& (e) THIS PXA SHALL BEAR THE DATE AND ORIGINAL SEA. AND SI NA ME OF 7HE PROFESSIONAL ANCHORAC.€ SMALL BE AS M4ENCTIOffD IN AI) AM IN A2). ENGINEETt OF RECORD THAT PREPARED TT_ (B) TO NC Blom •r 1 M "0. 14. 9FNUT'Ttit � LAlT SHALL K ILO OFF A TiE11DM.Y LOCKIM AMP MOM - 1/4' a TAPCON ANCHOR$ AS MMWUFACTURE7D BY I. T. W. BtRLDfJL INC PANEL SNUTIIR IN 1MLH SBT111AM 1710;Dt,2 OF; FIDWA OWING,(SOD& ONE LABEL BE PIARM FOR EYEiNY N)P@liB iABEIt is ODIiLY WITH5 71011 1710a3 OF TIDE - 1/4' 0 x 7/0' CMX-N ANCHORS, AS M ANUFACTUM BY POWERS FASTENERS INC. ftarwAt r Com - 1/4 # X 3/4' SOW -SET ANCHORS. AS DISTHIBUTELT Err ALL PC4INT SCREW. DOLT a S AL.TY CO. - 114-10'PAFELIAW FEMALE ID AM ME -WE PLUS AMC%M. AS MANUFACTURW BY ELCO OONSiRUC DN PRODWIS, - 1 J4" • ZAIJAC XPI W ANCHORS, AS MANUFA:TURED, BY POWERS FASTENERS, NC. ILI) NOR"EMBEDMENT OF TAPCOR M040M ELCO PAMELMATES AND ZAMAC MUM ANCHOR, INTO THE CONCRETE * d FLORIDA BUILIt%NG 000E Nan H i1 Yala4 HurHtaane 2;onM) BLOCK UNIT SHALL BE 1 1/41% a :• r rMn13742TM1M rRe 24 CAGE "LVA ZED STfT'7. STONM PNBR FAL 8.2) CALK --IN & SOLD -SET pNC>IORS SHALL BE EMBEDDED 7/6" INTO THE CONCRETE BLOCK UNIT. NO EMNEDMENT INTO r STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE t 1/2' LONG MINIMUM SHOULD STUCCO DUST, ■ /► 'AL �IQN �PRODiJCTS LILC, E C �� AND 1' MINIMUM FOR WALLS WITH NO STUCCO. iL LN'C• r aIW "a+ rf87rtAM t AMOL30ER a CO/rAW 40DD 511. 6# T Y; INMCr tT. 3*714 B. N CASE THAT PRECAST OR PSf (XI±CT$,TE P 3) - STONE, AIR% STUCCO OR WOOD BOARDS IEEE E ON THE x. Ara, a'e. r S/S ndHw tMret 6 Jnw 15-0 =: '� 0I214 ..' �a`<'M nip.dn0 or-7m. Ae, s•P Q,_,o, MMM (M 4)W-7M, FM (HNW�a DOSING WAL4 ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ~ '"""• ""'°'•"10°' �.. av� r4.- �.. oPAoow � •� R A>OWAGE SHALLBE AS MENTIONED IN ELI) AND IN 8.2). _ AA WAMIt 1I1A'!,t P.E. m aa.err A - 3eM2I 1 UIF 1M CONCRETE ANCHORS (SEE 9CHEQIE ON -- SHEETS I THROUGH 10) CONS ANCHORS (SIBE SCHEDULE ON $•EEi3 9 THRDUCH 1` MtA.L�e li d 9j4• a,L 5_aa ELT r FOOT DISTANCE FOR COMNILMION OF nDNs. (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 do 10) COMBINED IN AW WAY TO QUIT ANY NSTALLAIM. ^8* ) EdSMIiG WOOD BEAM FMZXRM STRUCTUW AOEQUWY OF 1 194G WOOD BEAM TO BE CwwIM BY REGISTERED ENGINEER OR RCHffECr PRIOR TO SHUTTER ADWALLATIOK PaD CONCRETIE OR 11E BUQ CONCRETE ANCHORS HOXR.S (SEE srHEDDLE CND. SHETS 9 Imcuuum iri) SEE #NUM ON SIEEY_ 3) /f ONE.Y MIRiEM SOLD SST CJ AAN ANCHORS ARE USED & WA/ (0 *TEN PANELNAM ANC M ARE USED, WALL IITING SECTION 2 5/ALE 3/8w.1SCALE 3/8-1" ......... FLORIDA BUILDING CODE (Mon iffg V " �a •W NIy,4rHIMI- II.bG � � �.�'. I�+NW 1 31 f 19 /� trr�rwl Mil. SEPARATION TO CUSS, I M�(BEE SOIHEIM ON SHEEP 3) lox a- t!4'«-21hcr "L' 1" MAXNPANEL LENGTH MET. t£NGT}i ( 9Ct1EikA.E ,.e,',.•.. f - Vll i E A CN SHEET 3) f4OTE FOR ,('(IIIIFII�QF'1illQ�' 1. INSTALLATION ARE ONM.Y VAUD FOR MAX. A.S.D. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATNGG ( s.f) AND PANEL LENGTH COMDINI D N ANY WAY TO SUIT AM AS PER SCHEDULES ON SHEET 3 B FA LATLON• 2. FOR NEW WOOD FRAME 0ON TRUCT#ft WOOD MiE)ABERS TO BE SOUTHERN PINE No 2. WJ SPECIFIC DENSRY OF 0.55 OR 04UAL. 9 L � -s;r• y, Ew BUILD-OLfT I1IOUNTING AMBNA 41W LAAAAt '`. •1�� w t ®2ar3 MmA ""n 24 CAOE GALVANEM0 STET. STORM PANEL FALL wouW. L E C O INC. SAL MTECTM PROCIM SA Lac. NEED SIX 6t 3IMW Dom, FL =14 rxsnw Ai. , 15-022 6xW m••+,�. ¢q �Nrmr .•.+rwlsr.r R (s6•)DA-70;H6. vrm ( '1j1AAF•d7Mt OroAIRHD Hac -w raw ,esr ea Na ota $ , m �s.sr , - RYE1I T aF T6 A 11117P.�£. � 07 SAFETY-Z HANGSYSTEMS (SCALY 1/2-1 ) 1&125' (TOTAL -WIDTH)- 2.167' CF'-�--s•.""� tJ4' iIYP )- .37 ' .125` .V4nE e $ 1/a ,500' t i 1, t1 1 Ta0' .186` tO" Gay E 11 )• I Rea' lifk! DL124 WN. THCif L 3.375 S tt" 13G' EDGE e GN.INNI;EA .�,P low' ' ORAx 8o ONNUM fi'fiaf i 2.TZS` L�.-DETAIL A O-Rx8 GAM .OB4" I.-1-FAp^'_`I } 1.350' (1) nm PANEL. 1.350' �_..........-------- A� .a. 2ADQ' FROM LEFT To RANI 1J2 LEG" IIR a ANGLE WTTTI STUD AT ETD AT t�FT OF PA7E7. A 0.024• (1) ^S END L .375' .. GALVN4ti;E0 STEEL W/ AEUMED, x.LLi'P" *0... or '* 1HA1L ,t33` M.27O' \ 4.e25 a 0.250 f 1,#H7' N.62S' H ISOAif TR( YIEVIT j IL A 13r 15 t �5'1 R� CORNER 4 ENDS OF PANELS k 2.378' END UP W/ HEMMED EDGE_ _ .$25 .12r (HM T.S) 375 TIP. 607itXA 3.750` 2.500' 091' h167' � HQLE WASHEIr." EDDE FPwH�. A72^ (TYP•) 31O5-HIS4 ALUM, ALLOY 'XEX }ii3Ll� AI 'E EL .750` 2.1 OE1' 1.25D" SUES 2 1 /B" '(Taw.) IL Aw �2.0 H' 2400' 3„75O' I9r I23' R 2.648` tr.116"' " ..X...•.[4!1 lML a 'SG• (TYP ) L--•----1- MAW, TO S' wx � O 1 w T.BA 1'ltt+�EL HANGER Mel -To ALLOY 1 1 4" W! ) ),._.� (USE ONLY FOR E Z HANG STORM PANEL .311' .470" .278' I�R. - ri{L ST'-rEM) 6053-18 ALUM, ALLOY 1 i '011�F- ` .0 �„ ..., f �r FLORIDA BUILDING CODE Hen F6 h MsNoe H4r13eaP1e 2ran6 17-P+ e6d` Rea' r23' ?'ti'r MN- MIN e F ... 02013 nJW4 Ar 24 DBE GALV D REEL. STORM PANEL 6 A � LL - asa' L INN. / 1L E C 0 MMMe. GLOBAL PROTECTION PRODf, TS. LI C o' ' ' O FW STA E i ., 4a Wt - 3M,# 1 IHD=MM or 14 8U1Ld-OUT "F' TRACE $ WASHEMD WiNGNLCC 'ss lJ`' C U - t"o mK ++cera tsdsi -xNa € D 116+3 -amr 15-022 to aoD3a7s ... .�..... �.. ., .� oRw�ua TRACE ANGLE (7ALAAC 3 ALLOY} +iaA� Nk7wA AAUP A-, PE �.. _ _ . -.-__ --_ low 2 1d MAN ---- �, �...... . c� .'":.fir_., 1 ■■ iII! CONCREM ANCHOR: (SEE SCHEDULE ON SFEEi5 9 THROUGH 10) SCALE 3/8-1" POURED 001109HF, 00 Blow an -2w lYODO CASE A (PLAhI) SCALE 1/4'-t' CASE E PLANS SCALE 1/4'-1" M'^„- Lac ttxa•11 1°r1Ni E 91A10N}t 3.9.s. Ns. 1- i"11J 7hR ti HJP O.C. . s 6i/4' ae 4 vibm PANEL UNG714 (SEE SCHEDULE I 1 MEP. f I Fa R SPACERS I S&PARAAW Be SCHEDULE TO CLAM (SEE SWEMLE ON SHEM ti t14P� 't.• WwL ales -f-n PAL LENGTH F I tflffiN fl1UH 4) (sa SgiE7i1A,.E €7tfii.,.j I { SHEET 3) 3) Of "L' I OF `ti I IT C I 1 -• l --.• ODOC tETE ANCHORS 1 (SEE SC14MULE ON ' SHM73 9 THROUGH 10) .-.{ ip I2 1/e LONG WX. ALUMINUM `V $PACERS 0 5 Ile O.C. VAUD FOR 00STING POURED ALL DETMGN LOADS AND PANEL - LD. {S PER SHMOR 3. UIRED�E BLOCKI' � U&X LONG ALUMMNDM SPACE" 0 - 12 1/-- D.C. (SEE TABLE #1 ON WAIL YOUI!T1NG /CURL:a SHEETS 9 &IZ MO PACERS( t SEOQN B SCALE V8,,i' OR cQHCRM BLOCK 2. rRAHPE 1, UM P11lIR® - !� [ 1J4'f x i 3/4' Tmval 2 tJ2' 2^x4' vi" HRAM9 1 IL-4 QR4 ANrivUi B tY a� 1 1 I 1 1' - Y x 2' x .HISS' Ta NEC' iJ1uwH TM= W< L <H35 2s A�LiAL ANDLE�aR GaHI. .OBE 37061114154 SHEET -x!/ I YEFAL. ALUM. �dii H:A7F M� 1/4' 1/4-0 4' x 4" x Xr 0 Ir O.C. 3 HH 41. E T6 AuDY iI/AVMX SCAT@ IJ4'-1' SCALE 1/4"=1' 1 OR BLOCK 1 1 1 1 YAM ,�4 N 1 ) t 1 M awas 9iFJ47P® I8t/�tS # d - ut rat[ Atiy}#,A�IRI� CASE E (PLA�N7 SALE 1/4- Ale, A . - BUILDING WIDE 2" x 3' x .1N',E` 3105 H-14 6063-T'd N1ffI OCW. ALUM AHQE MATH 1/4'4 x 1 S/4 TfPiDN C Ir RC. CAVE' tJ POUTED rim CD MOLIXWOO 2`xlr• MOOD CASE _D ,(PLAN) SCALE 1/4'-i' _ wlulk-sa AXE c"-MIA vtoo a rA3MZ oW DR PAWEIANIE PULE( SEES NMHO •..DFUYXMJC ON SHEle'TB 8. to 11) QASE G 42LANI SCALE 1/4 -l' VAUD FOR OBJECT MOUNT INSTA.IAMN ONLY A CF3R nEO PANEL INSTALLATION AT WALLS W/ SURFACE LEVEL VAMA NNS WITHIN 3/4- IBM M7J ANaHD>I� FRONT de REM RAN613 MULLEL10 WILL 0dLM CUT €10 P101E7.) tTt :vr _ , q 4I ,.N MAXIMUM PANEL LENGTH sL+" OR "L-' (ft.) 0 MWIM UM A.S.D. F RAT&46i GoNCRE7E a mp CALLA TICINS i 20.0 rr-0' tr O' a5a rr�A" Tr'»e' JOA to'=9' 3a0 10-ra' !a'-0Y' 404 Sao w-tom d`-4- 5ao W-e a'-o- 60.0 ar_r 7 "-r fi33,0 - W r 7=4` 7Eaa r»e' r-o- 75a 8O.6 r-2• C=Y d10 r-o- e'-a' LRLO $,-•a• 4r-r Os:O r-a, e-a" roan C-3' 3-TY rtao d=r 7rSA - 5'-8' r7R8 S�I,E�H�iS i1,r� �.AT, �Ft�i END WITH TRMCbCS I�-.�-Lk11L=�"� Qft � IN= MOUKMQ A� END* D.Ai.• <?J_t kv, @ Dr MAXIMUM PANEL LENGTH "L+" OR "L-" (ff,) 0 114ka Hb A.M DESM PRESSURE RATING CONCRETE t WOOD *W41404 t Llaa 14'-4" 13-0' r,.0 r,� ro• ri=r 30A rr`-s` ra'-r _ JAO ra=r0' W-a' 40.0 440 s.-r" der BGA a=Y~ e'-r 510 Ni'-3' r-R' 8" a`-e r-r do.a r-a- r-r Tao Y--s' eY-rr' no r-s•- aa0 Rao I e-J` Sao 4r-9' d'-r" Me rai4 d' i' 5-4, trio - 4'-ta' rTAd 4=8" PANEL LENGTH Cs!)UNNESTWED ••,• •• MINIMUM SEPARAION TO GLASS SCHEMU WHO SPEED 4 140 m.ph WD SPEED > 140 m.ph RMTRAM 30 OR LESS 1' 1" aN 6 tJ4' >33 TO 90 1" 1' 7 1/2` 7 t1r >90'70 145 7' 1" 7 1/2' 7 lJ2' >14570 1` 1" - 7 1/2" MINIMUM PANEL Imo( (in) FOR A GIVEN MOUNTING MMOITTON 03��©� [a] i 10r11IT7klz iN�ii� 1tiFu'�' ►its t•F - ` L mill F1, Two �GLA� 1 cW am i ON EEY 3) A 12 1/2- O.C. WOOD AWJ40RS (SEE' SCHEDULE s SH n7 11) t MAIL PANED. LE,RH (E SCHIEDUL ON SHEET 5) 1 1. INSTALLATION ARE ONLY VALID FOR MAX. AS,D. 0MG N PRESSURE RATING (p,&f) AND PANEL LEt'OTHS ! AS PER SCIiEDULES ON SHEET 3 (EXCEPT FOR ALTERNATE 2W) 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MFJMBER5 TO BE SOuMM PINE No 2. W/ SPECIFIC 0r74S1iY OF O,SS OR EQUAL 1/4, 3/4, 4/5. SAS & 6/5 f WIS. 2W/6, 3W/7 & 4W/7 r M k% LfIN 2/4 1/4, 3/4. 4/5, 5/s & 6/5 t` 1 W/6. 2W/6. 3W/7 Lt 4W/7 (SEE SCHEDULE" ON ITS 0. ib $tr 1) t REGULAR STORM PANEL 01) ELEVATION t/4' Mmx. GAP Oat OIFRIAP -1 VADLE v4Ler) Zow WAX. GAP t SECTION A -A Noll is - - gi1) L- ulauuA ALiAM az PANEL tEMH No A GNEN P'OWIVE A.S.D. DES" N:DAO- I -: VAX. NIMBLE PANIL UDWH FOR A C11" ]EMONE A.SM DESICH LOW (2) PROCEDURE TO DETEMAK MAmmum PANEL U3 ad" A POSITIVE ASD. DE AN LOAD, 017EIRIANE MAJOMULL PANEL UEMTH •L+' FROM SCHEDULE. •� GWEN A NEGATM A.SA DEAN LOAD. DEMME MAYDMUM PANEL LENGTH 'L--' FROM SCHSDUUE, FINAL MAXIYLiI NLDWAZ PANEL LEHHFH 18 EQUAL TO THE 1MWL W DETERMINED PANET.. LENGTH SEMEN W AM 0) SEE 304 ULE 6EOM FOR ball PANEL tENCIH FIR POROSTIY QILMJFl613100. t NMALLATiONNS INTO WOOD NE MOM TO * 96 Pxf MAIL A.SX OESGN N RAIBIS " FOR Wx ASA, DESIGN LOADS k UAW, PNIM 1"11 % FOR 4RWM IB USM FLORIDA BUIL IDINIC' o (Non High woetty HuuUT11 ano Zone Ik' )$ s 4201S an= Kra 24 GPM GALVAt = STEEL Simi PALL 1FJLL 6r w L I E C 0 M e_ GLOBAL PROTECTION PRDDUG`M ITC, a3j� • C M 48MD L S1 STI AIMT shy iDX ,.'tC t� 3milM a aw #rmA M ~ANY ROAL R, 3=4 15-G22 '.✓V / ,.....,.' � N,.. aag , 5 V3n'cr Tar rrra (SWA6e-7545. TAX Wee arMs - r� ..Drat rxw Mxx P � iMV.r91A��rP r m Alyv a - -..' ypy7 3 aF 16 SHEET 3) SEPARATION TO at SATED ON SNffT 3 MAY BE FEDUCED TO 1/4' AS L04 AS THE FOUDWND CUNDITIONS ATE vmT (1) MAXIMUM ASO DES! PRESSURE RATING is HHO, -65 pwf. W MA%" STORM PANEL L.ENM7H IS 72. (3) STOW PANEL. INSTALLATION Is ONLY IWO ANN DOS LNG WOOD E TR WALL (4) O&TALLATTON VALID ONLY FOR WLN ZONES 1, 2 & 3 PER A" Jose-06. N M... - i '�+ i i.� M ,. S. _I f' tJ it M L M •L • ad - MAX. A$.0. M OMUM ANCHORS SPACING FOR MN F-0. PER BELOW - APPUCASIE sEanoms. tyQUM18t A.SA. IIAXTO M,AIHDIFAI AWC*IOA.S SPAt011NG FC;R MNN ED. PFR Sik9W1)f.E BELOW TO SECDONS SM SIM II FOR ANCHORS UKis 6PADRt6 FOR M60A1sATIOUS INTO WOW FRAME BlLDINUSI + uffUUM MCHOR WPAC*M06 AND MNFM UTA WX 01B"ING'E ARE 1181M`OOD ON IM SC EDU E FOR E.0. LESS THAN W CAIFD TARN SCHEDULE F&DUE ANCHOR SPAYING BY FgI.T'=MYWs iPMWIO S116MM1 ON SCHEDULE EN THE FQLLOW4 FACTORS. FOR TH6 OPERUM To �` P0691BCE. REDUCED SPACM OBTWED USING FACTOR %IA L. NOT BE LESS THAN Mt1LMU WAM MWAAIM FOR EAM A1[IR TYPE ON THIS SMSPAL -. Af1O2IDR TYPE 1/4"o VIVO -. i/4'o 1/4 s 1/4"s I/eff wrow her FAIIEU= faNRwpanal MINIMU M ANF9IOR SP (p,) 3 3 -x 3 3 R 1/Y 2 1/2 NeNYwA WaWWFXMOk) 3 I/r r $ ,.. $ yr 3 OISTM'PfY H !tali( 3 > 11r 3 1/r 3 1/2 3 Ile 4 ACPIJAL SM D 0. FACTOR t 1/r 0.45 - .. Lai 3 LMD Iare - +m - 1M63 3 ! , •• 1LID LAD - 1P0 1.00 - SPACINCIS ONLY VALID WHEN SPACER IS USED. SEE JOE #1 FOR MAN( AS D DESIGNL LOADS & MWG PANEL LENGM WHEN SPACER "IS USED. IMLL91, A ALS.D. DESIGN LOAD PANEL LENM 40 PSF OR LESS 61-e > 40 PSF TT7 50 PSF > 50 PSF TO 60 PSF W-10' A ►AX. PANEL LENGTHS ARE ON VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ 0 SPACER AT 12 1/2` D.C. FLORIDA BUILDING CODE Hon N h !!!Laj HuTTHaane Za" *260 nUZM ANC, �L E Lr tNa. 24 OAK GACVAHM SrM ST&W PANEL tAwAL eP GLOBAL P3f47Enm PRODIICM LLC °�L • FAA YE37M A 8Nm1.IIXOM GdAN51HR• Les x4s ar : 3r. as ulAMt a ar HM,r C PL9 AP7-no . p, a t or-mJ 4$di LC1L & M1MFFa 1ipuMC R_ =1• niom O'iA)+o-TSPD. Fax: (f64)iRIP-0a1 15-022 DrAwAD liftt .:. r %". A 1Wda' J».. P" eur r,•a.• I - -1--A N c- to cu N }, U Q Q //-2� L. L. F+ .E U N -0 U ^N'' O Q W 0 CL = Q Q LL 0 cu cu cuQ - -0 E Ln a)N 0 (�f) O QLu cn •,tLd CIO O cn (D �a CCS O � U 'a) (U) CW C z Z Q J d SHEET NO. SH 1.4 (VAUD ONLY FOR PANEL 1 INSTALLATIONS AS PER SECTI[ONS 1 THRU 6, ON SfEm 4 & 5) MN1X. A.S:D. pil1APCXf1M IIAXIMLIM ANCHORS SPACING FOR MN ED. PER SOMEULE BELOW APPUCABI.E. 1Pfi6ii11 1" (1L) MAX AS.Li. .DESIGN PRMXfRE RATING (p.a.T.) .... MiY ANt2l WAGING FOR 110N ED. PER "- i#ZB1l�E LDYIf AP SECTIONS,EsA14EL a OF THEM #TO .L. 1 (1t Sf ?-SETFEMALE to PLUS CALIC-MI a -. OF THEM TAPCION SOUR-SEFELM FEMALE ID - PLUS ZMNfi JN CALX-N 10 to TG Aw in 1D 1u ,� !0 � � � >i86-6S +75, -75 ` 13' tI" 13' 13' Y3' 13" /3' 13° 13' it 13" 10` i (TOP) OR 75,-76 +1 _119.6 tr S" i3" 10 / 1J" 6 1 it 6 I/2` 7 1 5 1/2' 13' 4 1/2" 1 Cw) OR 1r 11` Ir 13- 13- it Ir Ir13- 12- Ir to" I (BOTTT7M) it 6 wr it it it 9' IS" 9' f0" 7 I/2' Ir 6" i (801700) Ir it' 73' 13" 13" t3" 13' 93" 13` t2" 13' f0` 2 (TOP) 13' S' 13- t0 1/2 13' 6 1/2, Ir8 1j2" 7 1/2' 5/2' 1 13" ---13- 4 ill' 2 (T ') 13, ti' Ir 13' _ 13, -...13` 13, I:r t3' le Ir tv 2 (BOTTOM) 7J' r 13' 13' i2r 9 1l2" it 9 T/2' 0 i/2 7 IA* 0 lyr 2 (BOTTOM) 1' 3 1. i Ir t 3 I 3` t` 3 t3' tJ' i2' 13' 10 3 (�) 73' 7' t3' 13" .13' 9 1 2" f Y3" B i f2 0 1 7 1 / 2 ir' 6' 3 (TOP) - - 12 1 12 i 8 1/4'. 6 tj4" 12 1/2'12 1 - -- 8 1f4.' B 1J41 3 (BOTTot) - - Is 1/4' 6 1/4' J (80'1110M) 6' 6' 6` 6 1/r r s' Er 14 Ile 4 (T0'P) 7- 3" I 4r 5 1/r 7' 3 t/r 8" 4' 4 112' Y 6 I/e 2 i)r 4 (TOR)Lm 8" - ✓C - I 8" - r B- 8" - r - 4(190i'T0M} A. - 6 1/2' , - - 8' . - $• - _ 5 1 f3- - r (BOTTOM) 13' 1t' 13' 13' 13' t3" 13- 73" 73' 12' 13" 10" 5 (TOP). t3' 6 1j2' t3' I3' la, 9. 13" 9" 10" 7 1/2' 13' 6' crom IS' it' 13" 13, T3" 13' 1 13- 13- 12" I3" to'. 3 ($OTiOMM) Ir 7' Ir 13, jr '.0 1/2' 13- �9 1/27 10 1J. 7 1/2' 1r'• r 5 (BOTTOM) 13' 11' 13- 13' 13" t' 3 1 3' t3' 13- E 2 t3' 9- 0 8 (�} T3' S" - 13' 10 1 i3" 61 2" / - t3" 8 1" /2 7 / Jr 5/ r / t3` 4 1 l2� 6 (W) - - 6 l/4` 6 1/4" 6 1/4' 6 I/4' - - - - 6 1/4' a I/4' 6 (som-) -- -61/4-- B 1/4-.6 1/4" 6 11r 6 1/4' 6 1/4" - - 6 114" 6 1/4" 6 (BST•") 13" 7 1/1' 731 13" 1r' E0' I3^_ 1lY tI' 8' Ir 6 1/r 1 (TOP) >,-6. TO 6'--a' i3" ;1' 13' 10 t/ 13" 6 1/'2' 13' 8 t/1' T 1J2` S 8/2' it 4 la ! (TOP) To 13- 7 1/2' 13' Ir 13" 10 1 13' 10 1/2'11 1/2 6' 13, r 1 (BOTTOM) 13' 8 1/2- Ir 13' 13, 9" 1$' 9' TO' 7 1/2- 13' F 1 (BOTTOM) Ir 7 1/27 Ir -Ir Ir 10, Ir iD' 11" S' 13' 6 1/r 2 (10P) 13' 5' 13- 10 1/2 13" 6 1/2- jr 6 Ile 7 I)T 5 1/r 13- 4 ill" 2 (TOP) Ir 7 1/2- 13- 13- 13" 10 112 1r 10 1/ 11' t/2 8' IS, 7" _ 2 (5w,7TTi7M) 13, 71 13, it 13' 9 1fr 13' 9 1j2`. 0 t/r '7 1/7' Ir 8 1/2` 2 (BOTTOM ir, 7 1/2' I3` 13" _ 13" t0 1/2 I3" 0 1/2'11 1/2 _ 6` I3" 7- 3 ) 13' r Ir it 13' 9 fir t3- 9 i/r 10 1/1' 7 1/2' IS' 6" 3 (I' ) - -- 12 Y - 2 1 6 1/4" 6 1/4-12 i/2' 6 1j4- - - 6 Y/4' 6 1/4' 3 (TTnrml - - 2 il- 12 1/2 6 1/4' 6 1l4" 12 1/2 6 1/#` - - 6 Ile 6 1/4" 3 (BOTTOM) 7 I/2' 3 1/2' $' 8" 7 1/2' 4" 8- 4 lAr 5" 3 t/2" 7' 3' - 4 (TOP) 7' 3' $' S TJr. 7" 3 T/r 8- 4' 4 1/r. r 6 11r 2 1/2' 8' - 8" 4 (B6TLOM} 8' _ 6 t/2''., - -...Er 8" 6 Y/$' - - 1. - 4 (�) 13' 7 9/r 13' 13, 13' 10 1/2 13- 10 1/ 1 1/2 B' 13' i 5 (TOP) 13, 6 1/2' T3' 13' 13" 9" 13" 9- 16' 7 t/Z' Ir 6" (TOP) 13- 7 i/2' 13• 13" IS' 10 1/2 I3" 0 i/ 11 1/2 8' IS- 7" 3 (B0fT0AQ T3" 7- Ir Ir 13, 9 1/2' 13' 9 1/2- 10 1/2 7 1/2' Ir 6" 5 (BOTTOM) 13" 7 t/r 13' 13' T3" O 1/2 IX 10 1 11 1/2 B' it 7" 6 (TOP) 13` 5' i3- lr' 6. 1/2` i3'.- . 8 1/2' 7 112` 5 I/Z' -13- 4 t/2' 6 (TOP)__. 6 1/4" 8 1j4' 6.ij4' - - -. - -._. -. - 6 1/4" 6 1/4' B (I3OTT.a') - - 8 t/4' B t/#- 6 t/4' 6 1J4' GEE SNitET 11 FOR Amosm T(K A SPA FOR !✓Ma'7AMAAQIOIx1 INTO WOOD Rwe WON •WOW MOW SPACIM AM 111 IM UM MNIANLIE AM POTATO) CN THIS SDI. 6'DIRE. FW E:O. LESS I" ESN MOM SPwwC` BY L.MI'11PLTIG 5PAt3H9 SHMW ON SCHEOIAX BY TIM fOLL011116 FACTORS. HE TM OPIDOWN TO BE Ply REDUCED WAOM OSTAHM tON FAL'IOR SHALL NOT ESE LE96 IRAN ►MINIM SPACING MWED FOR EACH MOM TYP1< ON III SCHEDULE AMONOR TOE1/4k tAPO01l 1/4"A tiara -SST 1/4'r - 1f4`4r- ° t/4[ _ -. f/4Y rAl" No" vom VACHO 011.) 3 3 3 - 3 2 I1r 2 1/2- 3 311r 3" 3 ---. 311r 3 T%TIW97 } OCI $OOf 3 S t/r S LAr 3 1/t 3 1/E' 4 ADM EM D 0m) FACTOR 11/r om - - •. - 4.30 3. o.m a76 - 063 y,1 IAO 1.6Q SPA ONLY VALID WHEN SPACER QD IIS USED. SEE T #�E1 FOR MAIL AL9.F DEStM LOADS MA)( PAPA *11Ed SPACER USED. I 7' NMI. 3l4' TINT N oral �1 V Max, PANEL LENCIH (SEE ELExAW ON SHUT 12) Rills •1114APIA9412 C rc.E�T4 Y' MAX, PANE. LENGTH w El"AIXBN ON SHEET 12) f.4i syy it k ';]1 2`a4" PLATE WWII SCE 7A4ETS 15 a 16 FOR ANCHM A CHOR TOE T/4'I IMP= TYPE It IPACM FM 101SQui9fONfS INTO WOOD FAME EILl1301M IFS" ANCHOR SPACNN Aw 4WNI -MAMA. AYRW of PAWN w 3 *11■x1Oa . 61) as■{Mll ONoa14 BN1oE Orsj 3 EDGE [ffiTMICE ARE iifllClORli (AN Im SMIMME. FOR EA. tiSS THAN NMOICAIEO ON SCHIDULE NCHOR SPACING 3 BY ECFEUILE BY THE F'M0#MNO FAtORS. AI MAIL Imm 8s91NOE m _. -..I. RiOtOR FOR Dill OPEt1O Mt 70 W Ste,[, 2 I/z• ObT 1it3NlCEA bi'Ar.'nN0 OBOItb IlSS'Ay FACTOR SNNL NOT BE lffi 111LN e.Ma U NRASM SPACING NCICAtED RM EACH AHCHN TYPE ON III 9gEdA.S 31/r - WAIL AI MINItillir SCALE 3/8-1- 1. INSTALLATION ARE ONLY VAUD FOR WAX. A.S.D. DESIGN PREBsURE RATINGS (p.s.f) AND PANEL LENCTFfS AS PER ELEVATION ONSHEET 12. 2. FOR NEW WOOD FRAME CON iRUCiIOW WOOD MEMBERS TO BE SOUINE iN PINE No 2, W/ SPEC DENSITY OF 0.55 OR EQUAL 6i' ss. rx4- PLATE REQUP 16=#] a AS.D. Del LOW IiA10MUM TyAHET. LENGTH 40 PSF OR LESS III > 40 PSF TO 50 PSF > 50 P' TO 60 PW 5'-10 A MAX. KNEL, LEM ARE ONLY VALID FOR INSTALLATIONS W/ SOLID 'SETT ANCHORS & W/ 0 SPAN AT 12 ll O.C. FLORIDA BUILDING Non IM'h Vldac Hurriaana4 Zone) rrla��rAMaa�N rc 24 GAGE C41YANZED STEEL STORM PANEL sa GIAM PROTWRON PROMT,=. UCI a r iis 1 6 .CM V INe, 4W SA 61 RAW MVll NL 3=4 PI10Ni (f1641Mi-TMy FAx: E664iaMr+81Y7 Dom anle H■1 ti 3{l iwaHc awa4 w.,.: 9J-ICI. rb = A■9 an -am 15-022 ISR4iA1 L1a I: aie n.a■r sw Al sk& 10 OF is 001n A tIREl,*,Alm Blow 1 Al MPARAM TO CLAM IL" mAx. PAa�. LEAR:TH (SEE E1FW11kk4 ON s EET 12) SS sE)t- t Ma i2 �1W M O.C. ONCRETE OR RODLW o. am 1OH 12) FLORIDA BUILDING CODE Nan High Vestoolly Hu no Zone � " eAvas raxaxT'ae i IFAI- 24 GAGE (ALVANIZED STEEL STORM PANEL awm W. ��. EC0INC. GLOBAL PROTECTION PRODUCTS, U.C. ^. CONSFANr 4000 Sit. III SIPRE4 .... �Q., t&7 rue aw aL aw s■a x■NF. N smN wvR NL 33314 15-022 .wr-: P1lq a:1_a■r. AI. {A -mt o (@")Il lata FA* 06900-rfm ea-oo sn es Iu."r. ■� 6Nte1Ww Nx A1x.78M A Atli J., F.E a° FI-en - 711'RT t6 rut N 1•`" r. L 1 .� y,: i INS'A L ■ �11 Ple ■ ..Y .-e-- .., L L � : : 9 ]► Lys.. 6 1 6 I.. -1 1 e.. .. MAX A.S .MAX DESIGN PRESSURE RATINC ANCHa 2.S SPODW FOR EA - AS SHO�MN ON SHEETS 6 a 7 APPI.R:ABLE TO ALIEFINKThe a _ OFTHEM kA16MUM III, L 6',"7f1 00 TpPCAN LAG PANEL MAM FEMALE 10 PANELMATE PLUS EN T ; 93" 13" 13" 13- _.. 13' -. 1N () 13- Ir _ 13' Ir it iM (BOTiCMQ 6 1/2" 6 1/2' 6 Ilr 6 I/2" 5 112- - -. - 6 Ile 12 1/2' 6 1/4- . (s1OiT )OR 6` ` 8` Or 8' B' - ) LESS - Ir B' - Mall 13" 13, 13" 13, 13' (TOP) - �6,(#I48 LESS 73` 13' 13* 13' 13' (E011111014). Y3' 43" 1 ' 3 t3' t 2 S /' W (mP I3" 13- 13. 13, B #W (BOTTt000 6 1/2- 6 1/2- 6 1/2' --- 6 tj2` 6 1/2' - OW) >V-0" - - 6 1/4" 12 1/2- 6 1/4- (bull 4 1/2' e 6 1/2" 6 IA, - (TOP) #4 �. 4 1/2' 4 1/2- 7' --- '7` - 3W (Bf1{TOM''j 10 1/2- 9 1/2- 12' 12' €3, 1'r 13- t3' MAX, AS.O, DESiLT (P-C) DA XIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEENS 6 s 7 APPLICABLE TO f a ANYLEN= NATION OF THEM PAM. 00 -iAFCON LAD SCREWPANEI?AATE FEWIE 10 PANEI.MFS7E PLUS WOODBUSFASf+TH - 13" 13, S3' 13' iW Ir 13' 13' a" sW (BOTTOM 2 / 6 1 - f2 6 1 2' t A i 2• / {1FJF ) ---7 r 1/2- $' $- -- (HIP) OR LESS 7 " 2 t / 8' 8' 8` - 36 (BOTTOM i3' 13" 13, 13'. 13' 411 (TOP) 44 ro *75� ,.78 3 3" 13" 13' 13` 13" 13' 13" 1O' W (TDP) it 73" 13" Ir 6 1/4" IA (6oR010 6`1/2- 6 1/ ` 6 1/2' 6 1/2- 6 1/2' '.. ) - 6 1/4' _ 12 1/2- a 1/4' (90 } �TO 4 1/2- 6" 7 1/2' 7 i/2'_ - (R!P) 7-5*5- 13' 5 1/2' 6' 6" - --5 Y/r..:..4W 3M (BOTlail (TOPI,yy� 13' 13' Ir Ir TO"- (9GTTMl its, r' ! 3S: C ► M .. .+� s . L :y - 7- #�1, :r i y- . "• r' M F. 4 r is .y � y 3. �, *y3 r{',^.y.'r 7-_. M r y'. ! �.a a7i ri^.^i-`• 1" t-.e E y-•...- {- . y _ 1/4'e TAP1 ANCHOR A m5jm miss T,r s1s1 A "D. DE" LOAD MA)M" PANEL LENM 40 PSF OR LESS > 40 PSF TO 50 PSF '-2' > 50 PSF iD 60 PSF W-10' 6 MAX PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE MALE ID OR PANEL MATTE PLUS ANCHORS & W/ SPACER AT 12 1/2" O.C. 1/4'4 - TRMO sxXTttEr AH1'tlR' a 4'-ti.c. CONI Ill [fMl v kAx PANEL LENGTH (SEEP aLEYATION ON SIFT 12) CODE spa (SEE SECTIONS a xTERNAT6l'PS ON stimis 13. 14. is a16) 3" MAXR-IA/13. R-2A/13, R-3A/14, ! R-18/13, R-2B/I.% R-3B%i4. r um R-1AWf15, R-2J1W/15, R^3AW/16. F) R-1BW/15, R-29VV/15, R-38W/16 ss 5.5. BOLTS W AT LA MAX, PANEL LE8#i1t1' 9-4' 0 +40A. -40,0 PAJ, (14l OVENlAP NO PANEL MOM BOLT) +50.0. -64,0 Par..f. (w/o MMALOP MID PANEL LwTH Dom 115E 2"-E ` MIN. PANEL LENGTH AT AL. MC,MINIINGS BOTTOM CORNERS or Q 3' MAX. WING NUT AT LEFT PANEL NUT AT RM,YiT PANEL - 3' �' LNST'AL1A110NS ONLY VN9O TOR M1N0 s" AinR-TA/13, R-2A/13, R-3A/14, R-1 B/134 RI'-28/13, R-30/14, 1 eRN, SPEED UP TO $40 rn p{ k R-TAW/15: R-2AW/t5, R-3AW/16, R--18W/13. R-28W/13, R-301AI 6. - (SEE SECTIONS a ALTIERK4II ON SIEEIS 13, 14, 15 &1 111V MAC. OAP UFE SAFETY MEM PANEL L E■_LE (MON (t) SCALE lle-1' REG"STORM 2.BB7' PANEL OAK Or RM .A Wi10LE VA{Len TOOwRPANEL AfFL - - -==_- 4O` ' __• -___ ` "'_-'-�___ -- c�cs-=- _=_=#�n'�=_-_--_-"----_-_-�-��—'.[•-;�f'-•'.- ----------- _a ------__ -` -L-----i'—* �S�M - TMit1C/. MP -_--==r-x-m_.. ._1-c ��se_ 1;� L9FE SAFETY PANEL RRIA BUILDING CODE m ieloaft Zone) , ) 8cO1RLNx ENMOR a I m 24 GAGE GLVANgED STEEL STORM PANEL rar m M PQOUM, MIT. 'N �TIQN A —A C IbIMcF ENGINEORM h: =4 J--.4.__� c't-`1-I_F— ' A4LO Papewa-Re rw F1W 1M64NM-rats, NuWMr-s. -r 15-022t, r'I rQ ■..N■ _ �YF.:H._ ate6 Zzl -- aa�.PE ■ MtTB F&OW 12at lit - ti aim `I ( PSEE ELiANEL i ON SHE :T" ION 12) 1" EPA TO «F , a. a. \ 1�. III A , 4 F. Imp In w R `t131G ;s SEE SHEETS 13 a 16 FOR AHCHOM TWE a SPACWG FOR INTO WOOD FRAW BGICR195, MINN" ANC" 3PACOM AND WMW EDME ARE RMICATFA ON TM SCfEDOLE. FOR E0. LEM THAN MFMBYIEO ON 5Ca#B" DUCE ANCHOR SPAM BY 1AKTIPLYRNG SPACx40 940" ON SCIEW.E SY THE FOULO F1G 0018Rs FOR 1146 OP8thTjON TO BE POSSIBM TAM cFAo SPACM OWA61M USING FA" SHALL. NOT BE LESS THAN MIN IM SPALIG ■1MCKIED FOR EACH ANt`.IM Ten ON im 9C3#FA9i1.E AM0tI0R 1t14E t/4 r 1AF1.71L1 -3 FANPUB Wwl no" mcm ESA,) 3 41a1■IM■r a■a �� •) 3 3 ■aYA+aM�T mrN.e. MrraF na 3 3 IA owFACTOR - 2 11w fat r _ 3 Iff - - SCALE 3/8-1' 3. thx. SSE NOTE 4 - 3` Mc1■. 1' IEt. "1 3 "V Wi �". 1KNE 3 ANCHOft (SEE SECTION EZ"I a ALIERMAT'M 171W ON SHEET TES)- - - EZ1 /18. EZ7 W/18 DMICAL ELEYAIIQN . FQR SERIES 2120 E-Z HANG STORM! PANEL SYSTEM its elk. GAP * LAST PAHE)-0 TO BE INSTALLED AT EACH OPENING SHALT. ALWAYS BE PROVIDED W/ REAR HANDLE TO FACRTTAT£ INSTALLATION IF INTENDED TO BE ENSTALLEO FROM INSIDE OF SIMUCTURE. wa DfF1NH7g)ILgF. ES E-E HANG STOMA PANEL SYSTEMCONSISTING OF PANEL + C m+- TRACKS TOP Ar BOTPOk END E'NNt15 SHALL ALWA�S BE COMICTED TO BOTTOM TRACK OTHERMS'E A 'STOP BAJi(Q] SHM L � I=RSTW DEb AT TOP OF SUCH PANELS. IF 00 PANELS ARE CONNECTED TO BOTTOM TRAM CONNECTION %%ALL CON9ST OF 1/470-201 All W/ 7/9"fx3/32- WING NUT CR �1j4"t'x314' Min. THUMBSCREW INTO TAPPED BOTTOM TRACK_ fA'H34T OF FASTENERS WAY BE AT EITHER OF TWO EXTi:RIOR FLAT FLANS OF END PANEL. IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (1.R A SToP C3AR 1S OILY USED AT TOP) AT LEAST TWO PANELS SWLLL 1 COFIIECTEO TQ BOTTOM TRACK USM SPECS INDICATED 014 NU.. (3) ABOVE. IN SUCH CAST; CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCLA AT ANY PANEL 10 ION- t HISTAs..LATIONS OWY VAUO FOR WIND SPEED TAP TO 140 m,pA HOrflcan8 WALL TMIDUHTM SCALE 3/s 1. INSTALLATION ARE ONLY VAUD FOR ALS.O, DESIGN PRESSURE RATINGS (p,s.f) AND PANEL LENGTH$ AS PER ELEVATION ON SHEET 17. 2. FOR NEW WOOD FRAME CONSTIM110N: WOOD MEMBERS TO BE SOUTHERN PINE No Z W/ SPECIFIC DEFCiiiY OF 0.55 OR EQUAL. TAPOON R a IV D.C. 21 '4Y Y1 t' PAW 1 i ON S O- `GUN d L W►►LL MQL&flTtMGS SCALE 3/8-T' Tt CAII« Tit PAWL FLORA BUWNG CODE Eton 16 Velae:rlT Hurd Zone) 441 "�°'°' A� 24 GAS GALVAHM STEEL STORM PANEL FA" GLOM PROTECTM PRODUCTS. LTC. will 4M00 Sax. a SIRM rL sas14 Te3FRAa t slarrP4lrr 3KL aE aY. s Kt twLaw oraeeL a ',T. Alwr x erlar tlG'NNr1 FLA1NTa 11N14j0MP-1"516. FAx: CsM4j�P-6'ALa 15-022 •■ - aare4lw Hex ue - Ion■I1I■ w — F.E wmm Ift aL+1>o4 N lRFtT 101y TES RNLTEFNt P.E VIA,- ► I • 4 ; I# s " -A • fe raia 5 ral VOW 151 • • iI WALL MQUONG SECTTOd Ez1 SCALE 3/8=1' NOiF$I 'k MIN. PANEL LENGTPI 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN SHALL BE 2'-s" PRESS RE RATIO -F/-_ 40.0 p,s f. AND 6'-0- MAX PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SCUT MRN PINE No 2. W j SPECIFIC DENSITY OF 0.55 OR EQUAL. 4 WALL MQUbMNQ ALTERwAM ErrW SCALE 3/8=1' Cn �--+ cD (D > O Q O ^^ I..L U a) W Z Z Q J SHEET NO. SH 1.5 ALL AMERICAN SHLFFTERS AND GLASS 2ga 249a GALVANIZED STEEL STORM PANELS (NON-HVH2 WIDTH UNLIMITED (Pw� TO PANEL Swo TOP MOUNT (CONN, TV TYPE AS REQ'O) sec� OPTIONALve-20STITCH BOLTS WITH WASHERW INDKOKITSMSIONIBDO OVERLAPS 0 MIDSPAN (USE APPROPRIATE SPAN TABLEt piml Aw BOTTOM MOUNTJ (DOM TYPE AS BOTTOM TYPICAL VERTICAL MOUNT ELEVATION ?LT,S. TOP HOL94T urm (000 N TYPE REQ-1D)-\ (SPAN mow (LOCATION MAYVA" TOP MOUNT (CONN rarm AS MQID) somm Mowr ca INN In= (SEAN BELOW TYPE AS RWO) OBSTRUCTION) PAR" MAY 89 NOTCHED AS RJEQUI OPTIONAL W-20 StrrCH PROVIDEID THAT CONNECTIONS BOLTS WITH WASKERED ANCHORS AM U! WINGNUTS FASTENED 0 S OVERLAPS 0 MO" (USE WARS ABOVE & 8 LAPIROFOUATESPANTABLE) VERTICAL MOUNT ELEVATION 2 (NOTCHED PANELS) ALLOWABLE PANEL SPAN SCHEDULE: 24 GAUGE PANELS 1. ENTER SCHEDULES WITH NEGATIVE DESIGN LOAD a PANEL FASTENER SPACING TO DETERMINE mA)MMUM ALLOWABLE STORM PANEL CEIPTABLE - USE WITH SPAN. SCHEDULE IS AV. POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADSL 2- 'PANEL FASTEWALS"ARE STUDS USED IN CONJUNCTION WITH ALL MOLINTING EXTRUSIONS C-F--TRA(X STUDDED ANGLE -). 17 SFA,g%BLE =. D.C. PANEL FASTMER ALL -H-- AND �u`4(EADM (INCIAIDING WILD OUT I LINEAR INTERPOLATION BETWEEN LOADS 15 ACCEPTASM OTHERWISE USE NEXT HIGHER LOAD. ALLOWABLE PANEL SPAN SCHEDULE: 22 GAUGE PA14ELS PANEL FASTENERS 0 PANEL FASTMERS 0 12.61 D.C. KA)aMUM AUZ ABLE ALLOWABLE DESIGN SPAI No SPAN, WITH PRESSURE STITCH BOLTS STITCH BOUM STITCH WITS (U-4 (U-) LT-r 12'- 8' 12'- 0' ANCHOR SPACING SCHEDULE: 22 GAUGE PANEM PANEL FASTENERS 0 62V O.C. GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESIGN SCHEDULES DESIGN NOTES, POSITIVE AM NEGATIVE DESIGN PRESSURPS CALOUTED MR USE WITH THIS SYSTEM SHALL BE DETERt"M M WARATE tKMEERING. IN.ACCORDANCE WITH THE EELCO ,."MMSSURE NIS AS I CCO E%a=A$M LIMOANTH gom"s GENERAL NOTES: MINIMUM STORM PANEL SEPARATION FROM GLASS (WIND ZONE 4 & ESSENTIAL FACILITIES) PO$MVE DESIGN PRESSURE (PSF) MAXIMUM PANEL SPAN INSTALLATIONS LESSTHANNY ABOVE GRADE INSTALLATIONS ABOVE GRADE +30 6,q. - 7.436" 1.17* a, -VI 7.85, 1.67 " Iw-T 7.85 2.29 " 160 +40 V-W �85 7 1.22, a.-V, 7,85" 1.90. io*-sl 7.95" 3,03" +50 61-w. 7,85 " 1�28' a,-&, 7.85 " 2.12. T-V 7.85 " 2.LO -,� +60 6'-W' 7.95' 1. 33;, aw - 7.85, 2.35 " +70 7.06 1.39 * r-10' 2.33" + so 1AS" V-4" 7.85.1 -1-99. +90, jgw I -4 LI-1 MIS, - +IOD 7.SS' 1.56- 61-71 7.wl tft" GLASS SEPARATION SCHED UXE: ZZ GAUGE PAN" MINIMUM STORM PANEL SEPARATION FROM GLASS (WIND ZONE 4 & ESSENTIAL FACILITIES) POsMVE DESIGN PRESSURE (PSF) mmmum FANSL SPAN wvALLAnoNs LESS THAN 30` ABOVE GRACE v4srALLAnoms (5RFATER THAN 3W ASOVE GRADE - +30 61-W S.85. 1.13" w SAS � 1^" 1w SAS � 1.84" +40 S.85. L171 S.BS1 IIS9" 101-0" S�ps 2,121 IZ-9. S.851 3,90" +50 W-01 SAS 1 1.22, W-6* 5.85 1.74" lor-w Fos 2.44) i2�-V, SAS " +60 V-O" SAS " .1991 1.261- W-V 5.05, 1.89" lCr-w- SAS 168' 5.05" 3,54* -- +70 S.8511 IV-61 $.Ss, 2103, 147-3" 5.85 3,17- +80 V-w 5.85 135", V-6", ses Z.118. V-7' 5.85 2"' +So V-T 5.8s" 1.39' - wi 1�� 1 151. Z33" 94 S.uw- +'Do 1,441 [�:�87- LISS- 1 2,5� - cr Y-0" 1 3'-,P._l GLASS SEPARATION NOTES: -RMINE DESIGN LOAD TO OETr- 1. 04TERSPANSCHIEDULIEWITHPOSITIVE1 MINIMUM ALLOWABLE SEPARATION rROM: THE OPENING TO BE MICIOCTED. I SCHEDULEIS REQUIREDFOR. USE WITH POSMIA LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 3. FOR 94STALLATIONS OU7SME OFT14E HVHZ AND OUTSIDE OF ESSENTIAL FACUXTIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION SOMEDIA IS NOT REQUIREO AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING 15 REQUIRED. MEN FFI�I I 1201AREMA� ff-ME M'M:. IffifflEaEfflam mmmmmmmm KEEAM MMIMMMEMOME20MURIM ww i�ga ma�*M�m W*,M1v%w=wA . . . . . . . . . . . . . . . . . . . . FF- 3/4" EKE' 0141TAKE MAIL ANCHOR PRIMURE Tim 0109 sm UP 70 #`-1r SPANUPTOW-W IPAN UP TO cl a C3 CA 000111me Cl C2 C3 c4aac3" CONN-TM 33 LAG SCREW 41 48 52 70 123" -NNr lax 12.51 XF wr 1w 160, wr 1&0, w 7.s- cyl. 12.S' UV 2,2.r 12.r 16.0"IM01 1,60114.1' ILO- 1&(r mr 31.V 7.5' 6.1' &T, 4.8": 12.wl 12.5' 12.5- 12.51 il-al 16.0' 16+(r 16.7 iig 9.6' ;Tr 7 .61 11K 42" Tv Mr Mo, Mr 5.V Mr 1&0* 0. r 3N11mr mer 5.6� #14XI-lJr&0W 33 WOOD screw 41 48 Dz=ummo- 52 115" 12.51 I&Q` 1&0' I&V 13,r IMI' 9.1" 12.5' 12.5- 16.(r 1&0" 11.4" 701 2.2' 5.6" ILVI 12-51 15.01 - Me" 7�r 6.31 12.5- 16,0` Il.r 7.6" i2-r 1&0" 7.8- 4.&' A2-r 14.V 5.4� awl T60HR-4w 1&0' 7.r WP 4.r il-r 12-Y'140. i-ce 7.2. 1 2�r Bar 13014.9' lex 1p 1/4'-1-114' 33 TAPQW*CFW 41 48 S2 12 r Ir.91 12.6w 12.r I&OP 8.7' 120 16.0`1 51'r 12.r MOW M M7 14.(rl SA' 12.5" 1-6-AY Ixs- Lcr 6.0- Mv� =9, 4.r 12 7.4' 12.9 &2s. 9A. M AV= 33 41 wom SUSHM 48 52 70 12.r 16.01 Ll, 1w 315-15r, 12.5' 15A* S.r �C - ZS` ic.,7r"11 vgk' 3.5" cav 7x 1251 14.r 512� &25" S& I W 3.2- &251 110.6- 3.8" &25P 7.r ANCHOR NOTES: TO A� PRODUCM CERTIFIED HEREEN, BUTORLY PROVIDES IN SPAN SCHEDULE SHALL APPLY CING 2. ENTEFt ANCHOR SCHEDULE BASED ON PAREL FASTENER SPACING, THE EaSTING STRUCTURE MATEA�&ANCHORT`M SO-r:CtOMIr.NL=GOA11RMMO$LEOUAL-tONWAnVEDMGN LOAD ON SHUTTER AND SELECT SPAN GMATER T14AN OR EQUAL TO SHUTTER SF`ANSaECr CONNECTION TYPE BASED ON APPROPRIATE MOUNTING cLmDrrmN (SEE mmmwrm DETAILS On SHEET2 FOR IDENTIFICATION OF ODNNOCTION TYPE). 3. VANEL FASTENOW ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ff"-TRACK, STUDDRDANGIR� EM). USE 6aV O.C, PANEL FASTENER SPACING TAKE VALUES FOR W -H`- AM -U-HEADI!RS (U#a)JDM SUILDOUT CONDITIONS). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERV RECOMMENDATIONS. S. HOLLOW BLOCK HOSTsmcnIRE SHALL CONFORM TO ASTM C90 BLOM & MINIMUM EMBEDMENTSHALL SEAS NOTED ARANCHOR SCHEDULE, 7, M09MUM EMBEDMENT AND COM DISTANCE EXCLUDES STUCOD, FOAFI, BRICK AND OTHER WALL FINISHE& WALL FINISHIES SHALL BE UNITED TO IjW MAX OR SMALL BE VERIFIED 15YOTHERSTO, ADEQUATELY TkAMFER LOADS TO HOST STRUCTURE 8. CONCRETE ANCHORS NOTED MEREIR SHALL BE EMBEDDED TO UN-CRACKEI) CONCRETE ONLY IRE E)WFING MUMMtSWOOOMAMG,MgMGOMffMWMAYWJtY, FIELD 5L WHE vEp-1FYTHAT FAsTENE;tS ARE INTO ADEQUATE WOOD FRAMM "BUS MrPLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER MULL BE LOCATED IN CENI`EROFNOMlNALfX M1Ne=WpZ8DGE DISTANCE IS ACCEPTABLE FOR WOOD WOOD ST D S&( G-DSS ORGREATER DENSITY. LAG SCREW FRAMING). LL8 SKALLHAVE PHILLIPS PAR HEAD OKNOC HEAD. 11, REKOVABLEARCHORsARE; EL.COPMELKK'rEALL-PODnSOLM-W&B�BUSHVJ-- 12. MACH114E SCREWS SHALL PAVE V2- MINIMUM ENGAGEMENT OFTHREADS 11470THE BASE ANCHOR AND, MAY 14AVE EITHER A PAN WAD, TRUSS HM, OR WAF4R HEAD (SIDEWALK BOLT] U.N.0, M mw" EMSEDMW AND 00611 DISTANCE EXCLUDES STUCCO OR OTWERWALL FINISHES. 14, 111111 DESIGNATES ANCHOR COMMONS WHICH ARE NOTACCEPTABLE USES. 1.5. * OiREcTmoustTrmscommorr. M LINMR(TERPOIATION 15 NOTPERMITTED FOR USE WITHTHeANCHORSCKEVJ-MU[SI1EDON nn SHEET, 2 1 421 0 M M N, c) 4d LLI 2: 1 r ii 4 in z LLI FN MjI4 ON 11.1 '49 52 �81 1 ilk 95 Sol vi G! LU U7 -2.25V zw 2 25V j-.- 7H. 750* 2E 2i r ffftr. w 12V v T- 0.125, -0 ISGA 31 TYPI ,i TIM �,i 4 Now 251 T .62-- 0. Wow, 1.930' ow 2-Ow -4 zowr 2.0007 1 -1 -0- tLF-gra QX-y-"Dw T A 12. 180, MAJX 0313, 013 �71 , IM 4 76 l4or I,SW- SIOM 0.1 I- W J 4D.2-SDF 1.2.SWPAWLCDVERAGE- -� 6 1.51CF6 11550"� i-A � r-rTT so. % ITTT T Lw 'I 14 WY PANEL LENGTH - RD -M(R-p-� Twx WASHERM v!tl2w 195: ws� wwfokn 0 200.CTP. LEO t = = � - �=. w"11c" T Raskm MU"WALLMNO 7HW OR vqm 10 ftau"aff OVEN" 0SWIM -d -�,V MAX - 22M 0-05M DETAM .2v MAX. HB 00110W NZWK OR Mo. WOM WAM LU Buni"UT DMrANCR CLOSM w ""' -/ -M1w"11M-w-11L- MA% Mae 09 tr04.MA0MRWL0AW __JIM Iv%x:rwxa 25'MAX wsaw"A0 wMaNur 0 w r ax. M, c WWRATEMrXrX MAX. IMMMOMM" .UV606VffiALLft ft9M0ftWHW"R9AW wumkm AccewAKEARC"Ok Mz, AM= a MBED OTM a �Am"% -,"o MORY4 MAIL kwaTRUCAM 6c -2' 2 JOW. 1"A790*. .ON MINIMUM ALLOWABLE SPAN SCHEDULE PANELS) s (ill ffifinr 11ja , MIME 21 JW4 cy's 1 1 2 it zA ","Kamm: jj LU 3: ;1U IU x 1. S"MMMOHMIMMNMMMLOWAMSMSOAMOKAWCOMOMTMCFMOUWM CON0171ONSATTOPORSUrrOm "Aft U!"arris LEM TWAIMM Mono M UKE Asyn w wr ACCB%ABLE 2. MPBCFVN M0tWnk3WQMTM AIML 3, swcLoSiReSBeQ=wPMALtBWLD=MMNTSIRTAUE*KNF. WtffAE$I0E040*E$AWWT UM WM KMMR WAJkTVW aAMMOKS, KWOteD SMARa" M"GIASSSNAILE9 PER DITARr 4. Mvemse ILVOR62voc S. MWS KAYSPM W HNNUM V%00 ONE (I)OF iQ1 X V SA. SWORALKORTOR ftACHEHESCR1NTMWWWkH= WIP14 MR &WAEREREDW002W "9000 r an parog 1*111� -� SMD W1 WAS"EFAD 00 (W= 0 nw 0-c 0 100 PANE) # boym NOLW TvK AS (OON01 TWE AS aWXr(K AS RtqP DIOZ MNSLW&M01ma No=, SPACM0FHALFTJ* VA"GIVINIMANOA00 15-2394 0 011111911KE"Malft EGRESS MIA'STENrNG PANEL DL-7AM NAL IKERIOR F651ENING DETAIL L ANCHOR SPACING SCHEDULE: 22 GAUGE PAWLS; PANEL FASTENERS 0 I2.S'O-C M MMEEWMIMMEMimna EllauxammumEma L-AA Im air Emma MIMMMM M ro Emm" 1� MR/o /010/ �mli �11"71��,��;,�ll"�l�ll,�,�,�',��;,�flll-l�l�l�l,�'ll,��,,�,?11"�,f� gag, gg/ M Mat ///X; 0EMMKMMVERM1EW1N2M2MW�M�M Emm"arwrMomy 7 HUMMMEEM ant" EMMEEMIMMOKEIREUMMM EMORUAMMU 9"a&w"ru MIUM ozr*m- HEN" , IS maim �mmmammm 3/4" EDGE DMIARi MAX Dan" ANCHM PRESFAM TVPE (Pw) SPAN UP TO 5`4r SPANUPMW-r SPANUPTDIT�r w MR TV-" a a Q C4 a a C3 C4 CONN rf" C1 C2 C3 cx Mrx r 94M 33 L" BMW 41 0 S2 12.r L2.5' U-r IZ5' AL 115.01' 16.0" TiKo- 164" mw 16.0" 16,0" �v-- I&W lisp 10.lr "* -F 7 &V &I 12.F LIN' 171 -5r 12X 12-5- lf1cr 16-0" j6:0-. l&0` 16.W ico, 143' r2- .0 11.1' &3" 7-v 6X -FF 4.8' 16' 12,5" -T 27F 12,V 12,V I&W 16,&' & T-F M(r 16.0' 0.0' 10.1' - -i 3- 9.01' 7.9- Srr 4.4' 4 -i7o 3�9-1 4" 714 x -Tur 0416- 33 WOW SCMEW 41 48 52 70 113- liv T6-F 11r 115.01 =41 7.(r 12.7' ii-.w 12.7 ILY, 12S, I&W13X Mo" 15.0" liX 10.4' i7-r 115' 12�5` 6.w, 16.00 1&0' 9-- 7.8' 7.2' - s.Gp 4.W 4.4' -- Lz-v 12.5* 12-S' 16.cr 16.0' Mlwrl 6-v 6.1� SW r lir 16.0. 7.61 --g, 1 35, its" gx sx r 3: Vp x i-iw bow 33 MEN131401104100%, 52 70 12.5. NUM-7 12.7 1011w, me, 12-V i&V' 7.4" b.91 M 12.5, 16.611 7.41 IZ51� M(rl S.I` 12.r 706, x W bRaw 33 ALL POU93 BRASS 41 I-M 40 S2 70 12.S" 16.01 7x 12 T, IS_r &W 6.25' 10. -1r- 6.61 9" 12.5" 1 9AP, 5.0" 5,25, 10,7 8,3" ILS"114.2"" I S.r 4.7r' C M* 0.01 6.2r 100-30F - ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUTONLY PROVIDES I ENTERANCHMOR t-OULE'&AMDONPANr=LfASMERSPACI?iGTWOMSMSTRKTURE MATERIAL, & ANCHOR TIW� SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE MIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL To SHUTTER SPAN.SELECT CONNECTION TYPE USED ON APPROPRIATE MOUNTING COMMON (SEE MOUNTING DETAILS ON SKEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3. 'PANEL FASTENERS' ARE STUDS USED IN CONIUNCTION WITH ALL MOUNTING EXTRUSIONS ff'-TRACK, STUDDED ANGLE, EM). USE 615'O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL 41- AND V-HEADERS (INCLUDING SUILDOUT CONDITIONS). 4. ANCHORS SHALL BEINSTAILED IN ACCORDANCE WrTH MANLO%MRERS* R5COMMENDAUONS. S. HOLLOW BLOCK HOST STRUCTURE SHALL 00MR74 TO ASTM C90 KLOCK, 6. MINIMUM EMBEDMENT SMALL BE AS NOTED IN ANCHOR SCHEDULE, 7. MINLM[UM 04WOMENT AND EDGE DISTANCE "CLUDES STUCCO, FOAM, BRIM AND OTHER WALL FINMES. WALL FINISHES SHALL BE LIMITED TO 114MAX OR SHALLSE VERVIIJ) BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. 8� CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. 9, WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VW. FIELD -M WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING 70 PLYWOOD IS ACCEPTABLE ONLY fOR SIDE CLOSURE PIECES, VERIFY THAT FASnNERS ARE INTO A0EQUA 10. WHEREANCHORS FASTEN TO NARROW FACE OFSTUDFRAMING, BE LOCATEDIN CENTER OF NOMINAL 2- X 4- (MIN.) WOOD STLO (W EDGE DISTANCE is ACCEPTABLE FOR WOOD FRAMING). WOOD MD SHALL BE 'SOUTHERN PINr 0-0.55 ORGREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD, II. PU40VABLE ANCHORS ARE. ELM PANELFIXTE, ALL -POINTS SOLID -SET & BRASS BUSHING. 12. MACHINESCREWS SMALL HAVE W MINIMUM ENUAGMENTOFTHREADSINTOTHE BASE ANCHOR AND 10AY HAVE EITHER A PAN HEAD, TRtW HEW, OR WAFER MEW (SIDMALX BOLf) UAD, 13. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDES STUOD) OR OTHER WALLMOSKM 141=0="AIESANCKORCONDrrWNSWHIOtAAEROTAOCEPTAKEt$Ws. I& * DIRECT MOUNTING CONDITIONS. M UNIARINTERPOLATION IS NOT PERIHITTED FOR USE WITH IMANCHOR SCHEDULES LISTED ON THIS SHEET, go i 02ij z :1. 3: ANCHOR SPACING SCHEDULE: 24 GAUGE RANKS; PAWL FASTENERS 0 12.5'O.0 mmmmcw- m M�61.171 17.1-7- i 0- EMMM�MUMNIUMMM Una Em mmmmmm M 4 -) =..; 1 W?WMW0� yffip//� 1;.11'11111 110/1 mom V mmm��wr EMMMMUEEMMMA ANCHOR SPACING SCHEDULE: 22 CAUSE PIMP S; PANEL PASTSIM 0 &25'0.C- 514wW-M F M-2 sm r M U N 'Well w Iffa "I'MINE M MM MMMMO ��W' 0f, ��M w FAM Wlft/l/N/P Hit" '92611 - Ma P9. VA�msm am_ 11 ac jll rw 3/41 9069 DUTANCIE ANCHOR P*ASFM TY" IMF) SPAN UP to 0-w smuplav-r SPAN UP TO 121-W CONN TV" Cl C2 C3 C4 cam IV CI C2 C3 C4 Cl C2 C3 C4 X/41 x r EMBED 33 LAGSCREN 41 48 r2 70 12.5' MOP 160110.9' 1201164' 1601 7�5" 115" JMW MV 6.r 12.v, I&VI 160 1 Lar 120 116.0" Irw &V, 12-r 16m, 14.81 rcr L2.V 160' MW 7,5' 12,V' 1&(r 14.r 60' 12.5" 1&0" 14.7" 6.0" la.r mo, mo, tv i2s, i6.w 14,r 6.21 115-1 ISM- 14X 6.0- 11S! 14.9114.71 6.01 11V 16.0114.7" 6.0" 12,5" Mo" 14.7" 4.0' T R-X-1-0� Emw 33 41 trwvx==W� S2 To xz;r 14.v w? ior UF I&V Iii. Tv av- 10. LEW c L2-V 161)'144' MWI6.0' 9 ' 5Jr 12 S' I IZV 16.0" 11,1* &4' 12.5' I&V 9,6' 3.6' 12-3- ii, 7 12ig' 16.4'1 94* SLe Mr I&V 00 SA" 12.V 169' 9.6' x t-vw Fww- 33 TAPGW'OW 41 40 52 70 12.!r 16.01160M Mr, 160111.5. . 1 lo_- 12.5' 12.5' IAXIMI'WA Mir 11-4'100A 12,51116.0"19,r Mr s" 9.21 I li.(r 9.1" 12.5' 145.v r 9.1- *2.r ;I$.&' 1.0-V 9a" M 16 9. MV. 16.0' O.V 12-7 lfitr 9,V v 71liv. VT ME 33 ALL PCOn SPASS 41 VrOODBUSHING 48 52 * goo 70 16.0- Be 7-r V-W 15.51 COO, -R:E- IL2-R' -ff.-FRAV IW py. sq- mr 12.S. 4.9* 5.29' 50 SA' &2V 1.2.3" 4X 6.2s, 11.5' T4,-r- S,&- ;Fr-'UF 12.3- 4.r 6. &25` T2.-r 4,7' 6.25, ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HISUM BUT ONLY PROVIDES MAKIMUMALLOWABLEANCHORSIACING, UVMMgWWIE"11"SAIID"ZMRIS)NIIICATED IN SPAN SCHEDULE SHALL APPLY 7- ENTFA ANCHOR SCHEDULE BASED ON OANEL FASTENER SPACING, THE a=NG srwmm MATERIAL,&ANCHORTYPE, SELECT DESIGA LOAD GREWTER.THAN OR EQUALTO NEGATIVE DESIGN UMONSWTrLIRNmsaj!crspmomATEPIRWORMALIOSHVMSPWWLea CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHE" 2 FOR IDENTIFICATION OF CONNECTION TYM. I 'PAWL FASTENERS' ARE STUDS USED IN CCRUU*CfION WITH ALL MOUNTING SGRUSFONS CF-TRAMSTUDDWAWAM). USE &2VO.C� PANeLFASTENERSPACINGTABLEVALUES FOR ALL *Ml- AND IL01-HENDERS (INCLUDING BUILDOUT OONJDM"� 4. ANCHORS SHALL B11NSTAUM INACCORDANCE WITH MANUFACTUREWFMCOMMSNDAIIOW� S, HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO ASM C90 KOCK. 6. MU04UMMBEMENTStiALL5EASNOMU4AAKHORSCHEOULE. 7. MINIMUM EMKMWT AND EDGE DISTA04CE EXCLUDES STVCCO� FOAM, BRIM AND OTHER WALL FINISH ES. WALL FINISHES $HALL BE WAITED TO V41 MAX ON SHALL BE VERMED BY OTHERS TO ADMUAMY TRANSFER LOADS TO HOST STRUCTURE. S, CONCRETE ANCHORS NNW HEREIN SMALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. WHERE EXISTING STRUCTURE IS WOOD FRAMMG, 001ING CONDITIONS MAYVAky. FIELD VERIFY -QUATE WOOD FRAMING MEMSEn, NOT PLYWOOD, FA NING TO PLYWOOD IS ACCEPTABLE ONLY MR SIDE CLOSURE PIECES. THATFASTENERSAREINTOADE STE 10. WHERE ANCHORS, FASTWTO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL Z'X 4'(MIN.) WOW STUD (Y4* UDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN FINE' G-0.55 OR GREATER DENSITY. LAS SCREW SHAII. HAVE PHILLIPS PArl HEAD OR HEX HEAD. 11 REMOVABLE ANCHORS ARE, ELCO PANELAATE, ALL-POINTSSOLID-SET &BRASS BUSHING. 12: MACHINE SCREWS SMALL HAVE IX MINIMUM ENGAMWENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK EDIT) UX0, 13, MUMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES Sn4= Oft OTHERWALL F94SHE-% IA. SUN DESIGNATES AWJM IC014DMONS WHICH ARE NOT ACCEPTABLE USM M t DIRECT M0JNnNG CONDITIONS. IC NEAR DnERPOLAIM IS NOT PERMITTED MUM VIM THE ANCHOR SCHEDULES LISTED ON THIS SHFET� 3,f4" EDGE DWARCE MAX ANCHOR P012810,10 Tv7E (PM SPAN _LIPTO W4r SPAN cl 0 C3 CA 0 0 Cl C2 Cs C4 33 LAGIRIMLSM 41 48 - 710 i2.r 12.S' 12.v - 12-1? --.-AK" *1 '16. 9! ic(r 350r, 6.0" LE 16.0" Ler" 7.S' IM2.5, 12-r IZS'116.0" 1&0" MIT' 4-_1*' 12-0" ILL" l" 4.V' ag" Mr IlLr 16.0" 1601 L.Ir 4a, Lr -3.1v 12.5" 161o, li.9" 5.11 12-51 1601 S.31 316, IZS" 15.61 M, 0 8 714 X -IVr DOW 33 WOOO9ONw 41, 49 52 70 12.r -M-F 160 -aFBY-E-1- 1&0' 30.1" M.V IW 11.4' 7.0" 12,5" MOr 'A" 12.T Mor 113" 12.9' 16.0`1 7.0- 4Ar ILIV 14�r LN L4" 12.51 161w, - rT-jX- -K-. 4 2T T g. - . i2s" 1cw, 7.r 12.V 14.W &4'1 a.r� 6.2ril"bal I.Y" 3: 214r X I-VO BeW 33 70 12.Z 14LOl 7�f 12-r 14,0` &27 mew 33 =HM2=115 41 49 7. 12-S' 6-w 12- 12.5' 6" - ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES TO ALL PFMM75 CERTIFIED HPM, BUT W&Y PROVIDES THE STRICTURE MATERIAL, & ANCHOR . MUECT DESIGN LOAD GREATER OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTIER AND allCr SPAN GREATER T14AN OR COUN-TO SHUTTER SFAKSRRCr CONNECTION TYPE BASED ON APPROPRIATE MOUNTING COMMON tSEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFECAmON OF CONNECTION Type). 3. 'PANEL FASMERS'ARE SIMS USED IN OOMNCnON WITH ALL MOUNTING EMUSIONS W-TRAMSTUMMARGLE.ETC.). USE &2V O.C- PAWL FASrENERKpACrptG TABLE VALUES Fop ALL -W- AND -U--HEADERS (INCLUDING BUILDOUr OMMIONS), 4� ANCRORS MiALL BE INSTALLM IN ACCORDANCE WITH MANUFACTURERS! RECOMMENDATIONS. 5� W-LOW BLOCK MST STRUCTURE SKALL CONFORM TO ASTM C90 BLOM 6. MIMMUMEMSMI�"ffSKALLBEASNMMINANUM$a*WLE 7� MINIMUM EMBEDMENT ANDEDGE DISTANCE EXCLUDES STIFOCO, POA^ effiCk, AND OTHER WALL INI! F SHES. WALL FINISHES SMALL BE LIMITED TO 1/4� MW OR SHALL BE VERIFIED EIYOTHERS TO ADEQUATELY IRANSRR LOADS TO MST STRUCTURE. S. CONCRETE ANCHM NOTED HIREIN SMALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. 9. WHtMEXMMSTRUMREISWOOIDFRAWNr4,&'O$'rXNGOONDMONS?4gkYVAAY. FIELD VERIFY THATfASTEMERS ARE INTOADEQUAME WOOD MAKING MEMSE11% NOT KYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10, WHERCAWM"FXSTENTOWMWMaOrWWRAWtAg�FAS�ERSKAUSEtOCkTEDM CENTER OF NOMINAL 2- X 4- (Ml%) WOOD STUD 1%1 EDGE DISTANCE is ACCEPTABLE PON Wow P NE* G*-O�59 ORGRIATER DENSITY. LAG SCREW G' =NA 11, REMOVABLE ANCHORS ARE, ELCO FANELMATE, ALL -POINTS SOLID -Sur a BRASS BUsWNG. IZ MACHINE SCREWS SMALL HAVE Ur MINIMUM ENGAGEMENT OF11,1READS VITO THE BASE ANCHOR AND 14AY RAVI EITHER A PAN WADI TRUSS HEAD� 'DR WAFTR HEW (SIDEWALK SOLT) UA�O. 0. M04MUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OROTHER WALL FINISHES. 14. M DESIGNATES M40M CONDITIONS WHICH ARE NOT ACMPIRag usES. is, * OwamoumnuscoNorrIoNs 16. LINEAR INTWYMA71QN IS NCFT PERMITTED FOR k;GE WTH THE ANCHOR SCHEMUS LJSTED ON THIS SHEET, r > c YIN My il 1, Mo I g! 1 if Uj 1p, N -MEMN I ki 2 14 11 ? 1A su 0 jj 16 r Pf c- > 0 (D 2 (D o -0 C) (D 0 0 LL. M 0 A�� CU 0 > U) U) (D 16- cp cu ZO 0- cn (D (D c- U) 0 U) CD :3 cz 0 L- 0 a) cv 00 Ljj < z 2-7 < SHEET NO. 4M SHj .4 2m �Pt-- wt, P)",/ t -- 34 1, 1� 0 *4